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Yelm High School Additions & Modernization #2GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD NO. 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2003 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS, INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LOAD LIVE LOAD (2) PARTITION LOAD CONCENTRATED LOADS CAT WALK ROOF EXCEPT SNOW LOADS ARE 25 PSF 25 PSF 1 +EQUIPMENT 300# CLASSROOM MECH. ROOM PSF 40 PSF 40 PSF +EQUIPMENT 1,000# OFFICE PSF 50 PSF +20 PSF 2,000# FIXED ASSEMBLY LIBRARY READING ROOM PSF 60 PSF 60 PSF +20 PSF 1,000# CORRIDORS (ABOVE 1ST FLR) PSF 80 PSF +13.0 2000 # CORRIDORS (1ST FLOOR) STAIRS ASSEMBLY (MOVEABLE SEATS PSF 100 PSF 100 PSF 100 PSF 2' -4" 2,000# 300# 2,000# LIGHT STORAGE 0.44 125 PSF 8 2,000# LIBRARY STACK AREAS 5 150 PSF 5 -2" 1,000# 3' -11" #9 7' -6" 5' -10" (1) DRIFT LOAD PER ASCE 7 -02, SECTION 7.7. (2) LIVE LOADS EXCEPT SNOW LOADS ARE REDUCED PER IBC SECTION 1607.9. LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND /OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE SIMPLIFIED WIND LOAD METHOD PER SECTION 1609.6. - EXPOSURE CATEGORY = B - BASIC WIND SPEED, Vas = 85 MPH - WIND IMPORTANCE FACTOR, Iw = 1.0 - BUILDING CATEGORY PER TABLE 1604.5 = If - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = t 0.18 - COMPONENTS AND CLADDING LOADS (BASED ON EFFECTIVE WIND AREA = 10SF) ZONE NET DESIGN WIND PRESSURE ROOF OVERHANG MAX. SLUMP INCHES -18.7 PSF WTH WATER REDUCER 1 +10 PSF - 13.0 PSF 2 +10.0 PSF - 21.8 PSF 3 +10.0 PSF - 32.8 PSF 4 +13.0 PSF - 14.1 PSF 5 +13.0 PSF - 17.4 PSF SEISMIC: V = CsW M Cs = 0.044 SDS Ie S Sos S Sol () ()T 0 $ - SEISMIC IMPORTANCE FACTOR, le = 1.25 " - SEISMIC USE GROUP PER TABLE 1604.5 FOOTNOTE A = II - SPECTRAL RESPONSE ACCELERATIONS Ss =1.174 Si =0.373 LL - SITE CLASS PER TABLE 1615.1 = D 9 - SPECTRAL RESPONSE COEFFICIENTS SDS =0.806 & SD1 =0.410 - SEISMIC DESIGN CATEGORY = D a - W = DEAD LOAD OF BUILDING =4439 KIPS - ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE ANALYSIS - RESPONSE MODIFICATION FACTOR PER TABLE 1617.6.2 R = 6.5 - Cs =0.202 o - DESIGN BASE SHEAR, V =897 KIPS PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE: CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS ". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. z FOUNDATION DESIGN CRITERIA GEOTECHNICAL REPORT BY E3RA, INC. NOVEMBER 11, 2003 SOIL BEARING PRESSURE: 3000 PSF E PASSIVE RESISTANCE: 250 PCF ' COEFFICIENT OF FRICTION: .35 N *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL FILL ". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'C =2000 PSI) OR "STRUCTURAL FILL ". AREAS DESIGNATED "STRUCTURAL FILL" SHALL BE FILLED WITH APPROVED WELL- GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 6 ". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D -1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER - SOFTENED FOOTINGS. FREE DRAINING B&ICKFILL MATERIAL FOR RETAINING WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5% WITH A MAXIMUM. DUST RATIO = CONCRETE % PASSING U.S. NO. 200 SIEVE % PASSING U.S. NO. 40 SIEVE = 2/3 MAX. CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C -150 TYPE II OR TYPE I, COARSE AND FINE AGGREGATE ASTM C -33, WATER CLEAN AND POTABLE, AND SHALL BE READY -MIXED PER ASTM C -94 UNLESS OTHERWISE APPROVED. ADD TO ALL CONCRETE EXPOSED TO WEATHER AN AIR ENTRAINING AGENT TO ATTAIN 5% t 1 -1/2% ENTRAINED AIR, BY VOLUME, CONFORMING TO ASTM C -260. NO ALUMINUM (CONDUIT, MISCELLANEOUS ITEMS, ETC.) SHALL BE EMBEDDED IN ANY CONCRETE. ITEM DESIGN F'c (PSI) (1) MAX. W C RATIO / (3)(2) (NON -AIR ENTRAINED) MAX. SLUMP INCHES MIN. CEMENT (SACKS /YARD) BASIC MIX WTH WATER REDUCER BASIC MIX WTH WATER REDUCER W WATER REDUCER & Y ASH FOOTINGS 3,000 0.58 5 8 5 -1/2 5 4 -1/2 DEGREES F. 2' -0" 2' -0" MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT 0' -9" #5 FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F. 2' -7" 2' -7" 2' -0" 50 40 4' -0" 3' -1" 3' -1" 2' -4" SLAB ON GRADE 4,000 0.44 4 8 6 5-1/2 5 6' -8" 5 -2" 5' -2" 3' -11" #9 7' -6" 5' -10" SLABS ON METAL DECK 4,000 4,000 4,000 0.44 0.44 0.44 4 4 4 8 8 8 6 6 5 -1/2 1 5-1/2 5-1/2 5 5 5 STEM WALLS RETAINING WALLS ALL OTHER CONCRETE 4,000 0.44(2 4 8 6 5 -1 /2 5 1. 28 DAY STRENGTH SHALL CONFORM TO IBC 1905, MIX PERFORMANCE HISTORY SHALL BE BASED ON THIS PROJECT. 2. MAXIMUM W/C RATIO FOR AIR ENTRAINED CONCRETE SHALL BE 0.38 3. WATER CEMENT RATIO CALCULATION SHALL INCLUDE A MAXIMUM OF 50# OF FLY ASH IF PROVIDED IN THE MIX. MAXIMUM FLY ASH SHALL BE 100 # /YD OR 20% OF CEMENT CONTENT, WHICHEVER IS LESS. AT CONTRACTOR'S OPTION, CONTRACTOR MAY USE WATER REDUCING AGENTS BY MASTER BUILDERS INC. OR W.R. GRACE OR PRE - APPROVED EQUAL. MANUFACTURER'S CONCRETE TECHNICIAN SHALL ASSIST IN DETERMINING PROPORTIONS FOR ADMIXTURE SYSTEMS CONCRETE AND SHALL OBTAIN APPROVAL OF ARCHITECT PRIOR TO EMPLOYING THIS PROCEDURE. VARIATIONS TO THE ABOVE MIX PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI318 -02, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. CONCRETE FORMWORK PREPARTION AND PLACING: CONFORM TO ACI 318 FOR STRUCTURAL CONCRETE, AND 304 FOR MEASURING, MIXING, TRANSPORTING AND FREQUENCY. DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER POURING. FORMING AND TOLERANCES SHALL CONFORM TO ACI 347. PROVIDE QUALITY MOO FINISH, ESPECIALLY FOR EXPOSED FACES. REMOVE JOINT BURRS, TIES, AND PROVIDE SNAP TIE CONE PLUGS FILLED WITH MORTAR FOR EXPOSED CONCRETE FACES. CONCRETE CURING: CONFORM TO ACI 308 AND SECTION BELOW FOR HOT AND COLD WEATHER PLACEMENT REQUIREMENTS. NEW CONCRETE SHALL BE MAINTAINED ABOVE 50'AND IN A MOIST CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER PLACEMENT. PROVIDE BLANKS, SHEET COVERS AND /OR ADDED WETTING TO KEEP THE CONCRETE MOIST. HOT WEATHER PLACEMENT: CONFORM TO ACI 305. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, WATER PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT COULD IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER OR STRUCTURE. COLD WEATHER PLACE ENT: 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40' F." 2. NO CONCRETE SHALL. BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND /OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4 -7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30' F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE - APPROVED EQUAL. CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS ABOVE 30' F. 0 60 55 MIXED FOR WEATHER INDICATED, TO 30' F. BELOW 65 60 DEGREES F. 0' F. 70 65 MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, 55 50 DEGREES F. 2' -0" 2' -0" MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT 0' -9" #5 FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F. 2' -7" 2' -7" 2' -0" 50 40 CONTROL AND CONSTRUCTION JOINTS: SUBMIT PLANS AND /OR ELEVATIONS SHOWING CONTROL & CONSTRUCTION JOINT LOCATIONS TO ARCHITECT PRIOR TO FORMING. 1. 4" SLAB -ON- GRADE: PROVIDE JOINTS AT 16' O.C. MAXIMUM FOR UNEXPOSED SLABS, 12' O.C. MAXIMUM FOR EXPOSED SLABS. 5" SLAB -ON- GRADE: PROVIDE JOINTS AS INDICATED ON THE DRAWINGS. TOPPING SLABS OVER METAL DECK: PROVIDE JOINTS AS INDICATED ON THE DRAWINGS. 2. WALLS: COORDINATE CONSTRUCTION JOINTS WITH ARCHITECTURAL REVEALS. NON- SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE - APPROVED EQUAL. GROUT SHALL CONFORM TO CRD -C621 AND ASTM C1107 GRADE B WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611 -85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. NO GROUTING SHALL BE DONE BELOW 40' F. EPDXY GROUT: MASTER BUILDERS "PASTE LPL ", OR HIL11 "HY -150 ", OR SIMPSON "S.E.T. ", OR COVERT OPERATIONS "CIA -GEL 7000 ", OR PRE - APPROVED EQUAL. TWO PART LOW SAG EPDXY. GROUT MAY CONTAIN QUARTZ SAND AGGREGATE AS PROPORTIONED BY THE MANUFACTURER. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FIRST STAGES OF THE GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER. ATTACHMENT OF NEW CONCRETE TO EXISTING: WHERE SHOWN, ROUGHEN CONCRETE TO A MINIMUM AMPLITUDE OF 1/4" USING IMPACT HAMMER. REMOVE ALL LOOSE OR DAMAGED CONCRETE, THOROUGHLY FLUSH ALL SURFACES WITH POTABLE WATER, AIR BLAST WITH OIL FREE COMPRESSED AIR TO REMOVE ALL WATER. PREPARE CONCRETE AND APPLY BONDING AGENT TO ALL EXISTING SURFACES TO RECEIVE NEW CONCRETE PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS. BONDING AGENT: "WELD CRETE" BY LARSEN PRODUCTS CORP. OR PRE - APPROVED EQUAL. PREPARE SURFACES AND APPLY PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS. FIBROUS CONCRETE REINFORCEMENT: FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY SI CONCRETE SYSTEMS OR PRE - APPROVED EQUAL AND SHALL CONFORM TO ASTM C -1116 TYPE III 4.1.3, AND ASTM C1116 PERFORMANCE LEVEL 1, AND SHALL BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. METAL REINFORCEMENT (CONCRETE) REINFORCING SHALL CONFORM TO ASTM A -615, GRADE 60 (GRADE A706 FOR WELDED BARS UNLESS OTHERWISE NOTED, GRADE 40 FOR BEND OUT BARS). DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. WELDED WIRE FAE3RIC SHALL CONFORM TO ASTM A -82 AND A -185. LAP ONE FULL MESH ON SIDES AND ENDS. PLACE AT MID -DEPTH OF SLAB, OR AS SHOWN. HORIZONTAL BEAM BARS, VERTICAL COLUMN BARS AND SHEAR WALL BOUNDARY ELEMENTS SHALL MEET THE REQUIREMENTS OF IBC SECTION 1908.1.3 & ACI 318, SECTION 21.2.5. REINFORCEMENT SHALL COMPLY WITH ASTM A706 FOR LOW ALLOY STEEL. BILLET STEEL A615 GRADE 60 REINFORCEMENT MAY BE USED IF THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED STRENGTH BY MORE THAN 18,000 PSI AND THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE MINIMUM LAP SPLICE LENGTHS ("Ls ") (1) MINIMUM DEVELOPMENT LENGTHS (ld") MINIMUM EMBEDMENT LENGTH FOR STANDARD END HOOKS ( "Ldh ") (3) BAR SIZE TOP BARS (2) OTHER BARS TOP BARS (2) OTHER BARS #3 2' -0" V -6" 1' -6" 1' -3" 0' -7" #4 2' -8" 2' -0" 2' -0" V -7" 0' -9" #5 3' -4" 2' -7" 2' -7" 2' -0" 1' -0" #6 4' -0" 3' -1" 3' -1" 2' -4" 1' -2" #7 5 -10" 4' -6" 4' -6" 3' -6" V -5" #8 6' -8" 5 -2" 5' -2" 3' -11" #9 7' -6" 5' -10" 5 -10" 4' -6" V -9" #10 8' -6" C -6" 6' -6" 5-0" 2' -0" #11 9' -5" 7' -3" 7' -3" 5' -7' 2' -3" #14 MECHANICAL SPLICE REQUIRED 8' -8" 6' -8" 2' -8" #18 MECHANICAL SPLICE REQUIRED 11' -7" 8' -11" 3' -7" 1. IF CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50 %. ALL LAPS ARE TYPICAL TENSION LAP SPLICES UNLESS NOTED AS COMPRESSION ( "Lsc ") ON PLANS /DETAILS. 2. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. 3, IF CONCRETE COVER IS GREATER THAN 2 -1/2" AND END COVER OF HOOK IS GREATER THAN 2 ", THEN VALUES SHALL BE MULTIPLIED BY 0.70. CONCRETE COVER: PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST ON EARTH CONCRETE CAST AGAINST FORMS AND EXPOSED TO WEATHER OR EARTH SURFACE NOT EXPOSED DIRECTLY TO 3" #6 & LARGER BARS 2" #5 & SMALLER BARS 1 -1/2" WEATHER OR EARTH WALLS 3/4" COLUMNS 1 -1/2" REINFORCING COUPLERS: "CADWELD" OR "LENTON" BY ERICO PRODUCTS, INC., MBT BAR -LOCK, "NO -SLIP" BY FOX - HOWLETT INDUSTRIES, INC., OR PRE - APPROVED EQUAL. COUPLER MUST DEVELOP 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. CONCRETE INSERTS: THREADED DOWEL BAR SUBSTITUTIONS SHALL BE MANUFACTURED BY RICHMOND SCREW ANCHOR CO., INC., OR PRE - APPROVED EQUAL AND SHALL BE CAPABLE OF DEVELOPING THE FULL TENSILE CAPACITY OF THE BAR. rMil21L MASONRY ASSEMBLIES: SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 21 OF THE IBC, AND SHALL BE TESTED PER SECTION 2105.2 OF THE IBC FOR COMPLIANCE WITH fm. MINIMUM SPECIFIED COMPRESSIVE STRENGTH, f'm, SHALL BE 1500 PSI FOR CONCRETE MASONRY ASSEMBLIES AND 2700 PSI FOR HOLLOW CLAY MASONRY ASSEMBLIES. HOLLOW CONCRETE MASONRY UNITS (CMUI: SHALL CONFORM TO ASTM C90. MINIMUM FACE SHELL THICKNESS AS DEFINED BY ASTM C90, SECTION 5.3.1. PROVIDE GRADE N, MEDIUM WEIGHT BLOCK WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS NOTED ABOVE. CMU CONSTRUCTION SHALL BE SOLID GROUTED UNLESS NOTED OTHERWISE. HOLLOW CLAY MASONRY UNITS: SHALL CONFORM TO ASTM C652. BRICK SHALL BE SOLID SHELL HOLLOW BRICK UNITS. MINIMUM FACE SHELL AND WEB THICKNESSES AS DEFINED BY TABLE 1 OF ASTM C652. PROVIDE GRADE SW, TYPE HBS, CLASS H60V BRICK WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS NOTED ABOVE. HOLLOW BRICK CONSTRUCTION SHALL BE SOLID GROUTED UNLESS NOTED OTHERWISE. MASONRY VENEER: SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 14 OF THE IBC, AND THE PROJECT SPECIFICATIONS. MORTAR: SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270. MINIMUM COMPRESSIVE STRENGTH = 1800 PSI. GROUT: GROUT FOR POURING SHALL BE A FLUID CONSISTENCY. CONFORM TO ASTM C476 AND ACI 530.1. f'g =2000 PSI MINIMUM AT 28 DAYS. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED, OR PUDDLED. COVER AND KEEP DRY ALL MASONRY WORK DURING CONSTRUCTION AND PREVENT MOISTURE ABSORPTION INTO MASONRY UNTIL THE ROOFING IS COMPLETE. HIGH LIFT GROUTING: HIGH LIFT GROUTING SHALL ONLY BE ALLOWED WITH PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER AND THE LOCAL BUILDING OFFICIAL. THE MASONRY CONTRACTOR SHALL REQUEST WRITTEN APPROVAL A MINIMUM OF (10) DAYS PRIOR TO PROCEEDING SITE MOBILIZATION. THIS SHALL APPLY TO UNIT MASONRY GROUTED IN LIFTS HIGHER THAN 5 FEET. THE MASONRY CONTRACTOR SHALL SUBMIT QUALIFICATIONS TO PERFORM HIGH LIFT GROUTING ADDRESSING EACH OF THE FOLLOWING ITEMS AND OTHERS THEY DEEM IMPORTANT WITHIN THE WRITTEN SUBMISSION. 1. REFERENCE: 2003 IBC SECTION 2104 AND ACI 530.1. 2. UNIT AND GROUTING CREWS SHALL HAVE A MINIMUM 5 YEARS SUCCESSFUL COMMERCIAL BUILDING EXPERIENCE WITH HIGH LIFT GROUTING PROJECTS SIMILAR OR MORE ELABORATE THAN THIS PROJECT. LIST 3 PROJECTS WITH A CONTACT. 3. WALL SOLID GROUTING ONLY. NO PARTIAL GROUTING IS PERMITTED. 4. A LIFT SHALL NOT EXCEED ONE STORY LEVEL, OR 14 FEET MAXIMUM. 5. PLACE GROUT IN 5 FOOT HIGH STAGES MAXIMUM ALLOWING MINIMUM OF 30 MINUTES AND MAXIMUM OF 1 HOUR BEFORE POURING NEXT STAGE. GROUT SHALL BE CONSOLIDATED BY PUDDLING OR VIBRATING AT TIME OF POURING AND THEN RECONSOLIDATED BEFORE PLASTICITY IS LOST. RECONSOLIDATION MAY OCCUR AS NEXT LIFT IS POURED. 6. FINE AND COURSE GROUT LIMITATION ON LIFT HEIGHT SHALL BE DETERMINED BY CALCULATION AND /OR ACI 530.1, TABLE 1.15.1. 7. DESIGN MIX SHALL BE SUBMITTED LISTING ALL MATERIALS, PROPORTIONS AND PRODUCT NAMES FOR THE PLACING MIX. READY MIX SUPPLIED DESIGNS SHALL NOT BE SUPPLEMENTED WITH SITE ADDED ADMIXTURES WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL. 8. MID RANGE WATER REDUCER PLASTICIZER ADDITIVE SHALL IN THE GROUT. 9. MORTAR SHALL BE PARGED FLUSH WITH THE INNER WALLS OF THE CELLS. 10. MORTAR SHALL CURE ADEQUATELY ACCOUNTING FOR GROUT PRESSURES AT THE LOWER LEVELS OF THE WALL PRIOR TO GROUTING. THE MORTAR PLACED LAST SHALL CURE AT LEAST 24 HOURS. USE MORTAR STRENGTH TESTS TO VERIFY CURING. 11 CLEANOUTS AT EACH VERTICAL BAR, BUT NOT EXCEEDING 32" ON CENTER. MINIMUM DIMENSION OF A CLEANDUT SHALL BE 3 ". 12. MECHANICAL VIBRATION REQUIRED THROUGHOUT THE LIFT HEIGHT. 13. HORIZONTAL LENGTH OF A GROUTING OPERATION SHALL BE LIMITED TO 24 FEET. 14. WHERE CLEANOUTS ARE NOT PERMITTED FOR EXPOSED MASONRY: GROUT LIFT HEIGHTS SHALL BE /Z THAT PERMITTED WITH CLEANOUTS. COVER THE TOP OF WALL TO DEFLECT WATER AND DEBRIS. TEMPORARY BLEED INDICATOR HOLES SHALL BE PROVIDED AT 48 INCHES ON CENTER EACH WAY. MAKE A HOLE PLUG USING A 16d NAIL OR SIMILAR. THE PLUG SHALL BE INSTALLED IN BED JOINTS AND SHALL CONNECT TO AN OPEN MAIN CELL WITHOUT OBSTRUCTION. INSTALL THE PLUG AFTER GROUT HAS BLED FROM THE HOLE. AFTER THE GROUT HAS CURED, REMOVE THE PLUG AND FILL THE HOLE WITH MATCHING MORTAR. 15. PROVIDE LATERAL SHORING CAPABLE OF RESISTING FORCES DEFINED BY SEI /ASCE STANDARD NO. 37 -02, 'DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." u p O O z 0 d � � U_ �E ^ o C4 w 0 Z J Q w Z w E ° E V N Z O � Q Q IV f N W } 0 >� O O C N O Z "- O� H Q N Q Z J N 00 O O L = V) U} N C '= Z) V E <= 0 J E W EXPIRES'. 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DM DATE 13 FEBURAY 2004 SHEET S0.01 OF: a i a 0 N m d 0 E m r REQUIREMENTS FOR ALL - WEATHER MASONRY CONSTRUCTION: COLD WEATHER CONSTRUCTION: WHEN AMBIENT TEMPERATURE IS BELOW 40' F, IMPLEMENT COLD WEATHER PROCEDURES PREPARATION CONSTRUCTION PROTECTION COMPLY WITH THE FOLLOWING THESE REQUIREMENTS APPLY THESE REQUIREMENTS APPLY REQUIREMENTS PRIOR TO TO WORK IN PROGRESS AND AFTER MASONRY IS PLACED CONDUCTING MASONRY WORK: ARE BASED ON AMBIENT AND ARE BASED ON A. WHEN THE AMBIENT AIR TEMPERATURE. DO NOT HEAT ANTICIPATED MINIMUM DAILY TEMPERATURE EXCEEDS 100' WATER OR AGGREGATES USED TEMPERATURE FOR GROUTED A. DO NOT LAY MASONRY IN MORTAR OR GROUT ABOVE MASONRY AND ANTICIPATED UNITS HAVING EITHER A 140' F (60' C). COMPLY WITH MEAN DAILY TEMPERATURE FOR TEMPERATURE BELOW 20F THE FOLLOWING REQUIREMENTS UNGROUTED MASONRY. OR CONTAINING FROZEN DURING THE FOLLOWING AMBIENT PROTECT COMPLETED MASONRY MOISTURE, VISIBLE ICE, OR CONDITIONS: IN THE FOLLOWING MANNER: SNOW ON THEIR SURFACE. MORTAR AND GROUT DAYS OLD A DAMP, LOOSE A. 40' F TO 32' F : (4.4' TO A. MAINTAIN THE TEMPERATURE B. REMOVE VISIBLE ICE AND 3.2' C) HEAT SAND OR OF GLASS UNIT MASONRY SNOW FROM THE TOP MIXING WATER TO PRODUCE ABOVE 40' F (4.4' C) FOR SURFACE OF EXISTING MORTAR TEMPERATURE THE FIRST 48 HR AFTER FOUNDATIONS AND BETWEEN 407 AND 120F CONSTRUCTION. MASONRY TO RECEIVE NEW AT THE TIME OF MIXING. 0.148 CONSTRUCTION. HEAT GROUT DOES NOT REQUIRE B. 40' F TO 25' F : (4.4' C TO THESE SURFACES ABOVE HEATED MATERIALS, -3.9' C) PROTECT NEWLY FREEZING, USING METHODS UNLESS THE TEMPERATURE CONSTRUCTED MASONRY BY THAT DO NOT RESULT IN OF THE MATERIALS IS LESS COVERING WITH A DAMAGE. THAT 32' F WEATHER- RESISTIVE F (46.1' C), OR EXCEEDS CONSISTENCY BY INSULATING MEMBRANE FOR 105F (40.6' C) WITH A WINE B. 32' F TO 25' F : (0' TO 24 HR AFTER BEING 3" -3.9' C) HEAT SAND AND COMPLETED. VELOCITY GREATER THAN 8 MIXING WATER TO PRODUCE 3" MPH KM /HR), MORTAR TEMPERATURE C. 25' F TO 20' F : ( -3.9' C IMPLEMENT THE BETWEEN 40' F AND 120' F TO -6.7' C) COVER NEWLY REQUIREMENTS ABOVE AND AT THE TIME OF MIXING. CONSTRUCTED MASONRY SHADE MATERIALS AND MAINTAIN MORTAR COMPLETELY WITH MIXING EQUIPMENT FROM TEMPERATURE ABOVE WEATHER - RESISTIVE DIRECT SUNLIGHT. FREEZING UNTIL USED IN INSULATING BLANKETS, OR MASONRY. HEAT GROUT EQUAL PROTECTION, FOR 24 AGGREGATES AND MIXING HR AFTER COMPLETION OF WATER TO PRODUCE GROUT WORK. EXTEND 11ME PERIOD TEMPERATURES BETWEEN 70' TO 48 HR FOR GROUTED F AND 120' F AT THE TIME MASONRY, UNLESS THE ONLY OF MIXING. MAINTAIN GROUT CEMENT IN THE GROUT IS TEMPERATURE ABOVE 70' F TYPE III PORTLAND CEMENT. AT THE TIME OF GROUT PLACEMENT. D. 20-F AND BELOW : ( -6.7' USE. DO NOT PERMIT ICE IN C) MAINTAIN NEWLY C. 25' F TO 20' F: ( -3.9' TO CONSTRUCTED MASONRY -6.7' C) COMPLY WITH TEMPERATURE ABOVE 32' F REQUIREMENTS ABOVE AND (0' C) FOR AT LEAST 24 HR THE FOLLOWING: HEAT AFTER BEING COMPLETED BY MASONRY SURFACES UNDER USING HEATED ENCLOSURES, CONSTRUCTION TO 40' F ELECTRIC HEATING BLANKETS, (4.4' C) AND USE WIND INFRARED LAMPS, OR OTHER BREAKS OR ENCLOSURES ACCEPTABLE METHODS. WHEN THE WIND VELOCITY EXTEND TIME PERIOD TO 48 EXCEEDS 15 MPH (24 HR FOR GROUTED MASONRY, KM /H). HEAT MASONRY TO UNLESS THE ONLY CEMENT) A MINIMUM OF 40' F (4.4' THE GROUT IS TYPE III C) PRIOR TO GROUTING. PORTLAND CEMENT. D. 20' F AND BELOW : ( -6.7' C) COMPLY WITH REQUIREMENTS ABOVE AND THE FOLLOWING: PROVIDE AN ENCLOSURE AND AUXILIARY HEAT TO MAINTAIN AIR TEMPERATURE ABOVE 32' F (0' C) WITHIN THE ENCLOSURE. HOT WEATHER CONSTRUCTION: IMPLEMENT APPROVED HOT WEATHER PROCEDURES AND COMPLY WITH THE FOLLOWING PROVISIONS PREPARATION CONSTRUCTION PROTECTION PRIOR TO CONDUCTING WHILE MASONRY WORK IS IN WHEN THE MEAN DAILY MASONRY WORK: PROGRESS: TEMPERATURE EXCEEDS 100' F 24" 33" (37.8' C) OR EXCEEDS 90' F A. WHEN THE AMBIENT AIR A. WHEN THE AMBIENT AIR (32.2' C) WITH A WIND TEMPERATURE EXCEEDS 100' TEMPERATURE EXCEEDS 100' F VELOCITY GREATER THAN 8 F (37.8'C), OR EXCEEDS 90' (37.8C), OR EXCEEDS 90' F MPH (12.9 KM /HR), FOG SPRAY F (32.2' C) WITH A WIND (32.2' C) WITH A WIND ALL NEWLY CONSTRUCTED VELOCITY GREATER THAN 8 VELOCITY GREATER THAN 8 MASONRY UNTIL DAMP, AT MPH (12.9 KM /HR): MPH (12.9 KM /HR): LEAST THREE TIMES A DAY 48" 1. MAINTAIN TEMPERATURE OF UNTIL THE MASONRY IS THREE 1. MAINTAIN SAND PILES IN MORTAR AND GROUT DAYS OLD A DAMP, LOOSE BELOW 120' F (48.9' C). 5 -1/2" CONDITION. 14 GA. STAPLES 0.080 2. PROVIDE NECESSARY 2. FLUSH MIXER, MORTAR 4" CONDITIONS AND TRANSPORT CONTAINER, 0.072 EQUIPMENT TO PRODUCE AND MORTAR BOARDS WITH 3" MORTAR HAVING A COOL WATER BEFORE THEY 0.148 TEMPERATURE BELOW COME INTO CONTACT WITH 4" 120' F (48.9' C). MORTAR INGREDIENTS OR m MORTAR. B. WHEN THE AMBIENT 10d "HOT DIPPED E TEMPERATURE EXCEEDS 115' 3. MAINTAIN MORTAR W F (46.1' C), OR EXCEEDS CONSISTENCY BY 0.148 105F (40.6' C) WITH A WINE RETEMPERING WITH COOL 4" 3" WATER 0.128 VELOCITY GREATER THAN 8 4 -1 2" 3" MPH KM /HR), IMPLEMENT THE 4. USE MORTAR WITHIN 2 HR REQUIREMENTS ABOVE AND OF INITIAL MIXING. SHADE MATERIALS AND MIXING EQUIPMENT FROM B. WHEN THE AMBIENT DIRECT SUNLIGHT. TEMPERATURE EXCEEDS 115' F (46.1' C), OR EXCEEDS 105' F (40.6' C) WITH A WIND VELOCITY GREATER THAN 8 MPH (12.9 KM /HR), IMPLEMENT THE REQUIREMENT ABOVE AND USE COOL MIXING WATER FOR MORTAR AND GROUT. ICE IS PERMITTED IN THE MIXING WATER PRIOR TO USE. DO NOT PERMIT ICE IN THE MIXING WATER WHEN ADDED TO THE OTHER MORTAR OR GROUT MATERIALS. METAL REINFORCEMENT (MASONRY)_ REINFORCING SHALL CONFORM TO ASTM A -615, GRADE 60 (GRADE A706 FOR WELDED BARS UNLESS OTHERWISE NOTED). DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE AS NOTED BELOW. BAR SIZE #3 MINIMUM LAP SPLICE CORNER FOUNDATION BARS DOWELS 18" 18" LENGTHS "Ld FOR VERTICAL WALL REINFORCING 18" TYPICAL CONDITIONS (1) HORIZONTAL WALL REINFORCING 18" LONG. LINTEL REINFORCING 18" #4 24" 24" 33" 24" 33" #5 30" 30" 48" 30" 48" #6 36" 36" -(2) -(2) -(2) #7 1 42" 42" -(2) -(2) -(2) #8 48" 48" - (2) - (2) - (2) (1) FOR SPECIAL SPLICE CONDITIONS, REFER TO STRUCTURAL DRAWINGS FOR LAP LENGTH REQUIREMENTS. (2) MECHANICAL COUPLERS ARE REQUIRED VERTICAL BAR POSITIONERS: VERTICAL REINFORCING SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY "D /A 811" VERTICAL BAR POSITIONERS FOR SINGLY REINFORCED CELLS AND "D /A 816" VERTICAL BAR POSITIONERS FOR DOUBLY REINFORCED CELLS BY DUR -O -WALL INC. OR PRE - APPROVED EQUAL. MASONRY WALL COORDINATION DRAWINGS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MASONRY WALL COORDINATION DRAWINGS FOR ALL CONCRETE UNIT MASONRY WALLS. THE DRAWINGS SHALL CONSIST OF FULL HEIGHT WALL ELEVATIONS DRAWN TO SCALE AT NOT LESS THAN 1/4" = 1' -0 ". THE WALL ELEVATIONS SHALL INCLUDE DIMENSIONAL SIZES AND LOCATIONS FOR ALL DOOR, WINDOW, AND MECHANICAL OPENINGS AND PENETRATIONS, BEAM AND JOIST BEARING POCKETS, LEDGER ANGLES, EMBEDDED PLATE CONNECTIONS, ANCHOR BOLTS, CONTROL JOINTS, AND SOUND BLOCK LAYOUT. ALL MISCELLANEOUS STEEL TO BE EMBEDDED IN THE UNIT MASONRY WALL SHALL BE REFERENCED BY SHOP DRAWING MARK NUMBER OR STRUCTURAL DETAIL NUMBER. MASONRY WALL COORDINATION DRAWINGS SHALL BE REVIEWED AND APPROVED BY INTERFACING TRADES AND GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. MASONRY WALL REINFORCING DRAWINGS SHOP DRAWINGS FOR MASONRY REINFORCEMENT SHALL BE AN "OVERLAY" OF THE MASONRY WALL COORDINATION DRAWINGS. DETAIL, FABRICATE AND PLACE PER ACI 315. REINFORCING SHOP DRAWING ELEVATIONS SHALL SHOW ALL VERTICAL AND HORIZONTAL REINFORCING LAYOUTS; SPECIAL REINFORCEMENT AT LINTELS AND JAMBS AT DOORS, WINDOWS, MECHANICAL OPENINGS, AND AS CALLED OUT ON THE STRUCTURAL DRAWINGS. ANCHORED VENEER (MASONRY AND STONE UNITS ): ALL VENEER ANCHORAGE ATTACHMENTS SHALL CONFORM TO IBC SECTION 1405.5 FOR SEISMIC DESIGN CATEGORY D. ANCHOR TIES AND JOINT REINFORCEMENT SHALL BE HOT- DIPPED GALVANIZED PER ASTM A153, CLASS B -2 AND SHALL BE MANUFACTURED BY DUR -O -WALL, INC. OR PRE - APPROVED EQUAL. ANCHOR TIES SHALL BE SPACED 16 "O.C. EACH WAY MAXIMUM, AND SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE OF NO. 9 GAUGE OR EQUIVALENT. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. ANCHORAGE OF VENEER TO BACKING SHALL BE AS FOLLOWS: BACKING VENEER TIE ATTACHMENT TO BACKING - - - -- PARTIAL PENETRATION 70 KSI (2) 1 -1/2" LONG COPOLYMER COATED METAL STUDS STANDARD DUR -O -WALL D/A 213S D/A 807 SCREWS (MIN. 1/2" PARTIAL PENETRATION 70 KSI PENETRATION PAST THE FACE OF ® -20 DEG F METAL STUD) EMBED SEISMIC DUR -O -EYE OR LADUR 70 KSI DUR -O -WALL D/A 360S SEISMIC MASONRY LADUR -EYE OR D/A 370S SEISMIC EYE IN MASONRY. LAP SIDE RODS 6 IN. DUR -O -EYE GALV. BOX" 0.131 STANDARD DUR -O -WALL D/A 52135 (1) 1/4" DIAMETER EXPANSION ANCHOR CONCRETE 3" WITH MINIMUM EMBEDMENT OF 2 IN. STRUCTURAL STANDARD DUR -O -WALL D/A 701 STANDARD DUR -O -WALL D/A 709 STEEL 2 -1/2" WELDED TO STEEL SUPPORT. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, JUNE 1, 1989 INCLUDING SUPPLEMENT NO. 1, DECEMBER 17, 2001 AND THE AISC CODE OF STANDARD PRACTICE, MARCH 2000. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNLESS NOTED OTHERWISE ALL FABRICATION SHALL BE PERFORMED BY A FABRICATOR CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC, CATEGORY Cbd, COMPLEX BUILDINGS. THE FABRICATOR SHALL BE CERTIFIED CATEGORY Cbd AT THE TIME OF BID AND SHALL MAINTAIN THIS CERTIFICATION FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. MATERIAL PROPERTIES WIDE FLANGE SECTIONS: ASTM Ag92 (Fy = 50 KSI) OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy =35 KSI). STEEL STRUCTURAL TUBING: ASTM A500, GRADE B, (Fy =46 KSI). MACHINE BOLTS (M.B.) ASTM A307, GRADE A ANCHOR BOLTS (A.B.) ASTM F1554, GRADE 36, CLASS 2A WIDE FLANGE STRUCTURAL MEMBERS WHICH ARE ASTM A6 GROUP 3 SHAPES WITH FLANGE THICKNESS 1 -1/2" THICK AND THICKER, AND ALL ASTM A6 GROUP 4 AND 5 SHAPES AND PLATE THAT IS 1 -1/2" THICK OR THICKER SHALL HAVE A CHARPY V -NOTCH (CVN) TOUGHNESS OF 20 FT -LBS @ 70 DEG F. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D -1.1. REINFORCING STEEL: WELD IN ACCORDANCE WITH "REINFORCING STEEL WELDING CODE" AWS D -1.4. WELD ONLY WITH SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER. IN NO CASE SHALL A WELD BE MADE WITHIN 6 BAR DIAMETERS OF A "COLD BEND ". CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO /AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALnED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARP'Y V -NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V -NOTCH (CVN) RATING FILLET 70 KSI - - - -- PARTIAL PENETRATION 70 KSI - - - -- COMPLETE PENETRATION 70 KSI 20 FT -LBS ® -20 DEG F LATERAL FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V -NOTCH (CVN) RATING FILLET 70 KSI 20 FT -LBS ® -20 DEG F PARTIAL PENETRATION 70 KSI 20 FT -LBS ® -20 DEG F COMPLETE PENETRATION 70 KSI 20 FT -LBS FT -LBS ® ® -20 70 DEG DEG F AND 40 F WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. 2. ALL FULL PENETRATION WELDS TO MEMBERS WHICH FORM A PORTION OF THE STRUCTURAL MOMENT FRAME SHALL BE CHECKED 100 PERCENT BY ULTRASONIC TESTING. 3. THE CONTRACTOR SHALL SUBMIT A WRITTEN WELDING PROCEDURE SPECIFICATION FOR SHOP AND FIELD WELDING OF ALL FRAME CONNECTIONS FOR APPROVAL TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. GENERAL REQUIREMENTS HIGH - STRENGTH BOLTS: ALL A325 HIGH - STRENGTH BOLTS (HSB) SHALL BE ASTM F1852, UNLESS OTHERWISE DESIGNATED AS A490. ALL HSB DESIGNATED AS A490 SHALL BE ASTM A490 TENSION CONTROL BOLT /NUT /WASHER ASSEMBLIES WITH (1) ASTM F436 ROUND WASHER AND (1) ASTM A563, GRADE DH NUT. ALL HSB SHALL BE BY "LEJEUNE BOLT COMPANY" OR PRE - APPROVED EQUAL AND SHALL BE INSTALLED PER SECTION 8.2 OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS ", JUNE 2000 BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC SPECIFICATION). ALL BOLT HOLES SHALL BE STANDARD ROUND HOLES UNLESS NOTED OTHERWISE. THE PAYING SURFACES OF ALL PLIES WITHIN THE GRIP OF SLIP - CRITICAL BOLTS (A325SC OR A490SC) SHALL MEET THE REQUIREMENTS FOR A CLASS A SURFACE PER SECTION 3.2 OF THE RCSC SPECIFICATION. BOLTED CONNECTIONS INSPECTION: CONNECTIONS MADE WITH BEARING TYPE BOLTS SHALL BE INSPECTED PER SECTION 9.1. EPDXY GROUTED ANCHORS: "ALL- THREAD" - ASTM A36 (FY = 36 KSI) EXPANSION ANCHORS: "KEKBOLT II" BY HILT], INC., OR "POWER -BOLT" BY POWERS /RAWL FASTENING, INC., OR PRE - APPROVED EQUAL. EMBED BOLT INTO CONCRETE OR MASONRY 8 BOLT DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE. INSTALL ANCHOR PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS. POWDER ACTUATED FASTENERS: "X -ZF" PINS BY HILT], INC. OR "8 MM DRIVE PINS" BY POWERS /RAWL, OR PRE - APPROVED EQUAL. INSTALL PER MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. HEADED STUDS: SHALL BE "S3L SHEAR CONNECTORS" AS MANUFACTURED BY NELSON STUD WELDING, INC. OR PRE - APPROVED EQUAL AND SHALL CONFORM TO AWS D1.1. ALL HEADED STUDS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS USING A NELSON WELD GUN, UNLESS NOTED OTHERWISE ON DETAILS. ALL WELDS SHALL BE MADE AND INSPECTED IN ACCORDANCE WITH AWS D1.1. DEFORMED BAR ANCHORS: SHALL BE "D2L DEFORMED BAR ANCHORS" AS MANUFACTURED BY NELSON STUD WELDING, INC. OR PRE - APPROVED EQUAL AND SHALL CONFORM TO AWS D1.1. ALL DEFORMED BAR ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS USING A NELSON WELD GUN, UNLESS NOTED OTHERWISE ON DETAILS. ALL WELDS SHALL BE MADE AND INSPECTED IN ACCORDANCE WITH AWS D1.1. FINISH: STRUCTURAL STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC -SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH -UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. METAL JOISTS: SHALL BE MANUFACTURED BY CANAM STEEL CORPORATION, VULCRAFT A DIVISION OF NUCOR CORPORATION OR PRE - APPROVED EQUAL, AND SHALL CONFORM TO THE STEEL JOIST INSTITUTE (SJI) AND AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STANDARDS AND SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND THOSE INDICATED ON THE FRAMING PLANS. JOIST MANUFACTURER SHALL VERIFY AND INCLUDE FIRE RATING STRESS REDUCTIONS AND SIZE LIMITATIONS IN ORDER TO CONFORM TO THE ASSEMBLY REQUIREMENTS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. THE MATERIAL STRESS INCREASE (1.33) SHALL NOT BE ALLOWED FOR THE DESIGN OF THE JOISTS UNLESS THE ALTERNATE LOAD COMBINATIONS PER IBC SECTION 1605.3.2 ARE USED. AT A MINIMUM PROVIDE BRACING TO WITHSTAND A NET WIND UPLIFT OF 5 PSF AND /OR 10 PSF WITHIN 10' OF ALL RIDGES, ENDWALLS AND ROOF STEPS AND 20 PSF WITHIN 10' OF ALL EAVES. FOR OTHER SPECIAL REQUIREMENTS, SEE STRUCTURAL DRAWINGS. JOISTS SHALL BE DESIGNED AND DETAILED TO MEET ALL CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL COORDINATE ALL OSHA REQUIREMENTS BETWEEN THE STEEL DETAILER AND JOIST MANUFACTURER. SEE ADDITIONAL INFORMATION IN THE STRUCTURAL STEEL "DETAILING, FABRICATION, AND ERECTION" SECTION. THE ENGINEER OF RECORD FOR THE METAL JOIST DESIGN SHALL HAVE A MINIMUM OF (5) YEARS EXPERIENCE IN THE DESIGN OF METAL JOISTS OF SIMILAR SIZE PROJECTS AND BE LICENSED AS A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. THE ENGINEER OF RECORD FOR THE JOIST DESIGN SHALL SUBMIT A STAMPED LETTER OF COMPLIANCE INDICATING YEARS OF EXPERIENCE. THE LETTER SHALL ALSO STATE THAT THEY HAVE REVIEWED THE JOIST PLACEMENT DRAWINGS AND BILLS OF MATERIAL FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, ALONG WITH VERIFICATION THAT THE JOISTS CONFORM TO THE DESIGN CRITERIA AND ADDITIONAL LOADING REQUIREMENTS LISTED IN THE CONTRACT DOCUMENTS (INCLUDING BUT NOT LIMITED TO SNOW DRIFT, WIND UPLIFT, JOIST AXIAL LOADS AND MECHANICAL UNIT LOADING). COMPOSITE FLOOR DECK: SHALL CONTAIN THE MINIMUM PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE "FORMLOCK" AS MANUFACTURED BY VERCO MANUFACTURING CO., "W COMPOSITE" AS MANUFACTURED BY ASC STEEL DECK, "EPICORE" AS MANUFACTURED BY EPIC METALS, OR PRE - APPROVED EQUAL. THE FLOOR UNITS SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A -653, AND GALVANIZED PER ASTM A -924. DECK SHALL BE PROVIDED WITH VENT TABS. SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND FASTENING PATTERN. ALL ACCESSORIES INCLUDING EDGE FORMS, CLOSURE, ETC. SHALL BE PROVIDED TO COMPLETE THE INSTALLATION OF THE COMPOSITE FLOOR. METAL ROOF DECK: SHALL CONTAIN THE MINIMUM PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE MANUFACTURED BY VERCO MANUFACTURING CO., ASC STEEL DECK, EPIC METALS, OR PRE - APPROVED EQUAL. THE ROOF DECK SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A -611 OR A -653, AND SHALL BE GALVANIZED PER ASTM A -924. THE ROOF DECK SHALL BE PLACED ON THE SUPPORTING FRAMEWORK WITH A MINIMUM END LAP OF TWO INCHES. SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND FASTENING PATTERN. ALL ACCESSORIES SHALL BE PROVIDED TO COMPLETE THE ERECTION OF THE STEEL DECK. PREFABRICATED METAL STAIR: SHALL BE DESIGNED PER AISC AND IBC REQUIREMENTS. STRINGERS AND LANDINGS SHALL BE DESIGNED FOR A MINIMUM OF 100 PSF LIVE LOAD. INDIVIDUAL TREADS SHALL BE DESIGNED FOR 300 POUND CONCENTRATED LOAD. THE STAIR DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER SHOWING THE COMPLETE ASSEMBLY AND ATTACHMENTS TO THE SURROUNDING STRUCTURE. THE ATTACHMENTS SHALL BE DETAILED SUCH THAT NO TORQUE IS APPLIED TO THE SURROUNDING STRUCTURAL MEMBERS. THE CALCULATIONS AND SHOP DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. STEEL SAFETY GRATING: SHALL BE "GRIP- STRUT" BY GS METALS, OR APPROVED EQUAL. GRATING SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS. PROVIDE SHOP AND INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE TYPES, SIZE, SPACING, CONNECTIONS, ANCHORING AND OTHER PERTINENT DETAILS. BAR GRATING: SHALL BE RYERSON "RY -WELD" STEEL GRATING OR PRE - APPROVED EQUAL AND DESIGNED TO OSHA STANDARDS. GRATING SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLAN. PROVIDE SHOP AND INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE TYPES, SIZE, SPACING, CONNECTIONS, ANCHORING AND OTHER PERTINENT DETAILS. COLD- FORMED STEEL LIGHT FRAMED CONSTRUCTION: THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD- FORMED CARBON OR LOW -ALLOY STEEL, STRUCTURAL AND NONSTRUCTURAL STEEL FRAMING, SHALL BE IN ACCORDANCE WITH THE STANDARD FOR COLD- FORMED STEEL FRAMING, GENERAL PROVISIONS, AMERICAN IRON AND STEEL INSTITUTE (AISI- GENERAL) AND AISI- NASPEC. ALL 54 MIL AND HEAVIER GALVANIZED STRUCTURAL MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A -653, QUALITY SO, GRADE 50, CLASS 1, FY =50 KSI. ALL 43 MIL AND LIGHTER GALVANIZED STRUCTURAL MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A -653, QUALITY SO, GRADE 33, FY =33 KSI. BRIDGING PER MANUFACTURER'S REQUIREMENTS AND AS SHOWN IN THE STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO PLACING OF ANY CONSTRUCTION LOADS. ALL RUNS SHALL BE RIGIDLY ANCHORED TO END WALLS. PERIMETER, EXTERIOR AND INTERIOR BEARING WALL COLD - FORMED STEEL FRAMING: COLD- FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE AND THICKNESS AS INDICATED ON THE STRUCTURAL PLANS AND SPECIFICATIONS, AND SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA), OR PRE - APPROVED EQUAL, IN ACCORDANCE WITH SSMA ICC ER- 4943P. INTERIOR, PARTITION AND NON- BEARING WALL COLD- FORMED STEEL FRAMING: COLD- FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE AND THICKNESS AS INDICATED ON THE STRUCTURAL PLANS AND SPECIFICATIONS, AND SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA), OR PRE - APPROVED EQUAL, IN ACCORDANCE WITH SSMA ICC ER- 4943P. AT THE CONTRACTOR'S OPTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF THE INTERIOR, PARTITION AND NON- BEARING COLD- FORMED STEEL FRAMING AND FOR THE CONNECTION OF THE COLD- FORMED STEEL FRAMING TO THE STRUCTURE. THE DESIGN AND DETAILING OF THE COLD- FORMED STEEL FRAMING SHALL BE PREPARED AND STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. FIBER - REINFORCED CEMENT BOARD SHALL BE "VIRO -DECK" CEMENT BOARD AS MANUFACTURED BY ALIED BUILDING PRODUCTS, OR APPROVED EQUAL. MANUFACTURER TO PROVIDE FASTENERS AND ACCESSORIES AS REQUIRED TO ACHIEVE FIRE RATINGS AS NOTED ON ARCHITECTURAL DRAWINGS. CARPENTRY NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER LENGTH EQUIVALENT SPACING (INCHES) (INCHES) 8d 0.131 2 -1Z2 10d 0.148 o 16d 0.162 3 -1/2 20d 0.192 4 FUK UTAHHKAGM UK SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS FASTENER TYPE DIAMETER (INCHES) LENGTH (INCHES) EQUIVALENT SPACING 8d COMMON WIRE 0.131 2-1/2" 6" 4" 3" o n E 8d "DIPPED 0 GALV. BOX" 0.131 2 -1/2" 6" 4" 3" 8d "SHINY BOX" 0.113 2-1/2„ 4 -1/2" 3" 2 -1/2" 12 GA. STAPLES 0.1055 1 -7/8 "* 6" 5 -1/2" 4" 14 GA. STAPLES 0.080 1 -1/2 "* 6" 4" 3" 15 GA STAPLES 0.072 1 -1/2 "* 5" 3" 2 -1/2" 10d COMMON WIRE 0.148 3 6" 4" 3" m 10d "HOT DIPPED E Iu•L U W g GALV. BOXNY " 0.148 3 6" 4" 3" TOd "Si BOX" 0.128 3 4 -1 2" 3" 2 -1 4" *BASED ON 1/2" PLYWOOD OR OSB �a w H- 0 J w Z w u Z 0 1-- Q Q3 IV Z LLJ } 0c o 06 U N O Zy 0� H � Q CV Q Z J N 0° O O L = cn U>, V) c '_ 0 V E <= O J LLJ Q) EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DM DATE 13 FEBURAY 2004 SHEET S0.02 "q cov o n E 0 U T z 4 0 v 5 iy m 2 � "o E Iu•L U W g i L w H- 0 J w Z w u Z 0 1-- Q Q3 IV Z LLJ } 0c o 06 U N O Zy 0� H � Q CV Q Z J N 0° O O L = cn U>, V) c '_ 0 V E <= O J LLJ Q) EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DM DATE 13 FEBURAY 2004 SHEET S0.02 WOOD SHEATHING (STRUCTURAL: SHEATHING ON ROOF AND FLOOR SURFACES SHALL BE PLYWOOD ON SHEATHING ON WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING NOMINALLY 3/4" OR THICKER SHALL BE 5 -PLY MINIMUM. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1 -95 AND /OR PS2 -92. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32 "O.C. (48/24); ROOF FRAMING AT 24 "O.C. (32/16); WALLS (32/16); FLOORS (20 "O.C.) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. GLUE - LAMINATED MEMBERS: CONFORM TO ANSI /AITC A190.1. MEMBERS SHALL BE COMBINATION 24F -V4 DOUGLAS FIR FOR SIMPLE SPANS AND 24F -V8 DOUGLAS FIR FOR CANTILEVERED SPANS AND TRUSS CHORDS (FB =2400 PSI, FV =240 PSI, E= 1.8X706 PSI) AND DOUGLAS FIR COMBINATION 2 FOR COLUMNS AND TRUSS WEB MEMBERS, ALL WITH EXTERIOR GLUE. PREMIUM APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE WHERE NOT EXPOSED TO VIEW. ALL MEMBERS TO HAVE AITC OR APA -EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. FRAMING LUMBER: STANDARDS: EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS: "DOUG FIR - LARCH" NO. 1 (Fb =1350 PSI, Fv =170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS: "DOUG FIR - LARCH" NO. 2 (Fb =900 PSI, Fv =180 PSI). 3. 6x POSTS AND COLUMNS: "DOUG FIR - LARCH" NO. 1 (Fc =1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS: "DOUG FIR - LARCH" NO. 2 (Fb= 900 PSI, Fc =1350 PSI). 5, INTERIOR NON- BEARING STUD WALLS: "DOUG FIR - LARCH" NO. 2 (Fb =900 PSI, Fc =1350 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fc =1350 PSI) 6. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING: "DOUG FIR - LARCH" NO. 2 (Fb= 900 PSI, Fc =1350 PSI), 7. UTILITY & STANDARD GRADES NOT PERMITTED. FRAMING LUMBER (MANUFACTURED): SHALL BE MANUFACTURED BY TRUS JOIST CORPORATION, OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. MEMBERS SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. MICROLAM LVL: Fb = 2600 PSI E = 1.8 KSI PARALLAM PSL: Fb = 2900 PSI E = 2.0 KSI TIMBERSTRAND LSL: Fb = 2250 PSI E = 1.5 KSI RIM MATERIAL: TIMBERSTRAND LSL MEMBERS HAVE BEEN DESIGNED TO SERMCEABLITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2003 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. PRESSURE -TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 207 SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 2x2x3/16 PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. FRAMING CONNECTORS: SHALL HAVE ICBO APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. LAG SCREWS: SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. SOAP OF OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. METAL PLATE CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. TRUSS CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON PER IBC SECTION 2303.4 TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND TRUSS DESIGN DRAWINGS. ALL ROOF TRUSSES ARE TO BE PRE - ENGINEERED BY OTHERS. ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF FRAMING FROM THE ROOF SHEATHING TO THE SUPPORTING MEMBERS BELOW. TRUSSES DESIGNATED ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. TRUSS ENGINEER SHALL PROVIDE ADDITIONAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE ALL INFORMATION AS REQUIRED IN IBC SECTION 2303.4.1. ALONG WITH THE FOLLOWING: *KEY PLAN SHOWING EACH TRUSS *INDIVIDUAL TRUSS DESIGNS *PERMANENT BRACING RQUIREMENTS INCLUDING PLACEMENT AND CONNECTIONS DETAILS TRUSS DRAWINGS SHALL SPECIFY ALL TRUSS CONNECTIONS /HARDWARE TO MEET THE REQUIREMENTS OF THE PLAN. m 0 G REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS MANUFACTURER. PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A LICENSED PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS. I- JOISTS: SHALL BE MANUFACTURED BY TRUS JOIST CORPORATION, OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. MEMBERS SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE ENTIRE I -JOIST ASSEMBLY SHALL BE AS APPROVED BY CURRENT ICBO -ES REPORT MEMBERS SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE PLACEMENT PLANS AND DESIGN DRAWINGS. ]-JOISTS SHALL BE PROVIDED TO COMPLETE THE ROOF AND /OR FLOOR FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. MEMBER DESIGNATIONS ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL MEMBERS AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE MEMBER TYPES, SIZE, SPACING, BRIDGING, BLOCKING, CONNECTIONS, ANCHORING, BEARING PLATE AND OTHER PERTINENT DETAILS. MEMBER DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONAL FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. MEMBERS HAVE BEEN DESIGNED TO MEET SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS MANUFACTURER. SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13 AND TRUS -JOIST PUBLICATION "GUIDELINES FOR SPRINKLER SYSTEM INSTALLATION WITH TRUS - JOIST ". LOADS HUNG FROM TRUS -JOIST NOT SPECIFICALLY IDENTIFIED ON STRUCTURAL DRAWINGS SHALL NOT EXCEED 30 POUNDS AT ANY ONE POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE JOIST EXCEED 8 TIMES THE JOIST SPAN IN FEET, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. ATTACHMENT OF LOADS EXCEEDING 90 POUNDS SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THRU TRUSS MEMBERS. PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANIOAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. VERIFICATION AND TRUSS DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN n CONCRETE MIX DESIGNS CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK REINFORCING STEEL SHOP DRAWINGS X DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONAL FOR X X LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY °o 5. DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. N 6. METAL JOISTS X X m 0 G REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS MANUFACTURER. PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A LICENSED PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS. I- JOISTS: SHALL BE MANUFACTURED BY TRUS JOIST CORPORATION, OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. MEMBERS SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE ENTIRE I -JOIST ASSEMBLY SHALL BE AS APPROVED BY CURRENT ICBO -ES REPORT MEMBERS SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE PLACEMENT PLANS AND DESIGN DRAWINGS. ]-JOISTS SHALL BE PROVIDED TO COMPLETE THE ROOF AND /OR FLOOR FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. MEMBER DESIGNATIONS ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL MEMBERS AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE MEMBER TYPES, SIZE, SPACING, BRIDGING, BLOCKING, CONNECTIONS, ANCHORING, BEARING PLATE AND OTHER PERTINENT DETAILS. MEMBER DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONAL FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. MEMBERS HAVE BEEN DESIGNED TO MEET SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS MANUFACTURER. SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13 AND TRUS -JOIST PUBLICATION "GUIDELINES FOR SPRINKLER SYSTEM INSTALLATION WITH TRUS - JOIST ". LOADS HUNG FROM TRUS -JOIST NOT SPECIFICALLY IDENTIFIED ON STRUCTURAL DRAWINGS SHALL NOT EXCEED 30 POUNDS AT ANY ONE POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE JOIST EXCEED 8 TIMES THE JOIST SPAN IN FEET, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. ATTACHMENT OF LOADS EXCEEDING 90 POUNDS SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THRU TRUSS MEMBERS. PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANIOAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: QUALITY ASSURANCE /SPECIAL INSPECTION: QUALITY ASSURANCE PLAN: QUALITY ASSURANCE SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1705.2 AND AS NOTED HEREIN. STRUCTURAL VERIFICATION AND STRUCTURAL ENGR. BLDG. DEPT. 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X 3. MASONRY WALL ELEVATIONS X X 4. VENEER ANCHORAGE SYSTEMS X X 5. STRUCTURAL STEEL X X 6. METAL JOISTS X X 7. METAL DECK X X 8. LIGHT -GAUGE METAL FRAMING X X 9. PREFABRICATED METAL STAIRS X X 10. MISCELLANEOUS STEEL X X 11. GLU- LAMINATED MEMBERS X X 12. TRUS- JOISTS X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: QUALITY ASSURANCE /SPECIAL INSPECTION: QUALITY ASSURANCE PLAN: QUALITY ASSURANCE SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1705.2 AND AS NOTED HEREIN. STRUCTURAL VERIFICATION AND CONTINUOUS PERIODIC COMMENTS REFERENCES SYSTEM INSPECTION o � SOILS PRIOR TO PLACEMENT OF X SOIL SPECIAL INSPECTION IBC 1704.7 PREPARED FILL, THE SPECIAL IS NOT REQUIRED WHERE INSPECTOR SHALL DETERMINE FILL PLACEMENT IS LESS THAT THE SITE HAS BEEN THAN 12 IN. PREPARED IN ACCORDANCE WITH THE APPROVED SOILS REPORT. 4 DURING FILL PLACEMENT AND X COMPACTION OF FILL MATERIAL EVALUATION OF IN -PLACE 0 �a X DENSITY OF COMPACTED FILL 0 t a 3 ° PILING, DRILLING PIERS & X E IBC 1704.8 CAISSONS -IL Q STEEL MATERIAL VERIFICATION OF X AISC ASD, SECTION A3.4 CONSTRUCTION HIGH - STRENGTH BOLTS, NUTS AISC _RFD SECTION A3.3 AND WASHERS HIGH - STRENGTH BOLTING- X AISC LRFD SECTION M2.5 BEARING -TYPE CONNECTIONS IBC 1704.3.3 STRUCTURAL STEEL WELDING SPECIAL INSPECTIONS IN AWS Di.1 1. COMPLETE AND PARTIAL X THIS SECTION ARE WAIVED IBC 1704.3.1 PENETRATION WELDS WHERE FABRICATION IS 2. MULTI -PASS FILLET X PERFORMED ON THE WELDS PREMISES OF A FABRICATOR 3. SINGLE -PASS FILLET X REGISTERED AND APPROVED WELDS >5/16" IN ACCORDANCE WITH 4. SINGLE -PASS FILLET X IBC SECTION 1704.2 WELDS <5/16" 5. FLOOR AND ROOF METAL X AWS D1.3 DECKING 6. FIELD - INSTALLED X WELDED STUDS 7. WELDING OF STAIRS AND X RAILING SYSTEMS REINFORCING STEEL WELDING AWS D1.4 1. VERIFICATION OF X ACI 318:3.5.2 WELDABILITY IBC 1903.5.2 2. SHEAR REINFORCEMENT X 3. OTHER REINFORCEMENT X 4. REINFORCEMENT IN X MOMENT FRAMES, SHEAR WALL BOUNDARY ELEMENTS MATERIAL VERIFICATION OF MANUFACTURER TO IBC 1708.4 STRUCTURAL STEEL PROVIDE CERTIFIED MILL ASTM A6 OR A568 1. IDENTIFICATION MARKINGS X TEST REPORTS CONFORM TO ASTM STANDARDS LISTED IN GENERAL NOTES 2. MANUFACTURER'S CERTIFIED X MILL TEST REPORTS MATERIAL VERIFICATION OF MANUFACTURER TO AISC, ASD, SECTION A3.6 WELD FILLER MATERIALS. PROVIDE CERTIFICATE OF AISC LRFD, SECTION A3.5 1. IDENTIFICATION MARKINGS X COMPLIANCE TO CONFORM TO AWS SPECIFICATIONS LISTED IN GENERAL NOTES 2. MANUFACTURE'S CERTIFICATE X OF COMPLIANCE INSPECTION OF STEEL FRAME X IBC 1704.3.2 JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS SPRAYED FIRE - RESISTANT X IBC 1704.11 MATERIALS SPECIAL INSPECTIONS NOT ACI 318:3 - 5,7.1 -7.7 CONCRETE REINFORCING STEEL AND X REQUIRED FOR THE IBC 1903.5, 1907.1, PLACEMENT FOLLOWING CONDITIONS: 1907.7, 1914.4 BOLTS TO BE INSTALLED IN X NON- STRUCTURAL IBC 1912.5 CONCRETE -PRIOR TO AND SLAB ON GRADE DURING PLACEMENT OF CONCRETE CONCRETE FOUNDATION WALLS ACI 318, CH4,5.2 -5.4 VERIFY USE OF REQUIRED X DESIGN MIX ISOLATED SPREAD FOOTINGS IBC 1904,1905.2- 1905.4 FOR BUILDINGS THREE- 1914.2, 1914.3 SAMPLING OF FRESH CONCRETE, X STORIES AND LESS ASTM C172, C31 SLUMP TEST, AIR CONTENT, ACI 318:5.6, 5.8 TEMPERATURE OF CONCRETE AT CONTINUOUS FOOTINGS IBC 1905.6, 1914.10 TIME OF MAKING SPECIMENS SUPPORTING WALLS OF THREE - STORIES AND CONCRETE PLACEMENT FOR X LESS WHERE WALLS ARE ACI 318:5.9, 5.10 PROPER APPLICATION LIGHT -FRAME CONSTRUCTION IBC 1905.9, 1905.10 AND F'C =2500 PSI 1914.6, 1914.7, 1914.8 INSPECTION FOR MAINTENANCE X ACI 318:5.11 -5.13 OF SPECIFIED CURING IBC 1905.11, 1905.13 TEMPERATURE AND TECHNIQUES 1914.9 ERECTION OF PRECAST X ACI 318: CH 16 VERIFICATION OF IN -SITU X ACI 318:6.2 CONCRETE STRENGTH PRIOR TO IBC 1906.2 REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS MATERIAL MANUFACTURER SHALL IBC 1708.3 VERIFICATION OF REINFORCEMENT PROVIDE MILL TEST STEEL REPORTS zI=0a8 IRA w 0 J w Z W A Z O Q3 IV Z W >- O< L O N O Z OZ) H- � Q CV Q Z J 2 O° O O 2 C/) U� N 'c V E C2 O J E LLJ EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DM DATE 13 FEBURAY 2004 SHEET OF: o � p N T 4 0 �a a V v 0 t a 3 ° I - `o n E R -IL Q IRA w 0 J w Z W A Z O Q3 IV Z W >- O< L O N O Z OZ) H- � Q CV Q Z J 2 O° O O 2 C/) U� N 'c V E C2 O J E LLJ EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DM DATE 13 FEBURAY 2004 SHEET OF: 0 a a 0 0 m d 0 r., E m r MASONRY AT BEGINNING OF ADDITIONAL HT HE16HT ACI 530.1 ANCHOR BOLT CONSTRUCTION THE FOLLOWING HORIZONTAL A.F.F. ABOVE FINI5H FLOOR ARTS 2.6A, 3.3B, 3A HOLLOW 5TRJGTURAL 5EGTION SHALL BE VERIFIED: ALTERNATE INT. INTERIOR ARGH. ARCHITECTURAL 1. PROPORTIONS OF JOINT X AT JET J015T SITE- PREPARED MORTAR. BEAM L ANGLE BR6 BEARIN6 2. CONSTRUCTION OF MORTAR LEDGER X BETWEEN L.L. LIVE LOAD JOINTS BLOGKIN6 LOG. LOCATION POT. BOTTOM 3. LOCATION OF LAG 5GREW X BOTTOM OF FOOTING L5L TIMBER5TRAND REINFORCEMENT AND BUILDIN6 LVL MIGROLAM B.U. BUILT UP CONNECTORS MAXIMUM (G= ) CAMBER M.B. MACHINE BOLT INSPECTION PROGRAM SHALL GA5T IN PLACE MFR MANUFACTURER IBC SEC. 2108.9.2.11 CONTROL/GON5TRUGTION JOINT VERIFY THE FOLLOWING: MECHANICAL C, P. COMPLETE PENETRATION ITEM 2, MEZZANINE 1. SIZE AND LOCATION OF CENTERED X MINIMUM SEC. 2104.3, CENTERLINE STRUCTURAL ELEMENTS MI5CELLANEOU5 GLR CLEAR SEC. 2104.4 NOMINAL 2. TYPE, SIZE AND LOCATION COLUMN X NEAR 51DE GONG. CONCRETE OF ANCHORS IN MASONRY NOT TO SCALE GONFI6. CONFIGURE ACI 530 ON CENTER 3. SPECIFIED SIZE, GRADE CONCRETE MA50NRY UNIT X OPENING ACI 530.1 CONNECTION AND TYPE OF OPP051TE GON5T. CON5TRUCTION ARTS 3.3G, 2.4, 3.4, 1.8 ORIENTED 5TRAND BOARD REINFORCEMENT CONTINUOUS j R PLATE GONTR. CONTRACTOR 4. WELDING OF REINFORCING X COORD. COORDINATE PER'. PERPENDICULAR BARS CENTERED P.L.F. POUND5 PER LINEAL FOOT GU. CUBIC 5. PROTECTION OF MASONRY PARTIAL PENETRATION X DEAD LOAD P.5.F. POUND5 PER 5QUARE FOOT DURING COLD WEATHER OR DIAMETER P5L PARALLAM DO DITTO HOT WEATHER PLYWOOD DEL. DOUBLE REINF. REINFORCIN6 PRIOR TO GROUTING THE DOUOLA5 FIR REG'D REOUIRED ACI 530, SEC. 1.12 DRAWING FOLLOWING SHALL BE VERIFIED: ROUGH OPENING DWL DOVEL ACI 530.1 5HEATHIN6 1. GROUT SPACE IS CLEAN EACH X 5HEET ARTS 3.2D, 3.4, 2.68, ELEVATION 2. PLACEMENT OF 51MILAR X ENGINEER 3.3B SLAB ON GRADE REINFORCEMENT AND EGUAL 50. 5QUARE EX15T. OR (E) EXISTING CONNECTORS 5TANDARD EXT. EXTERIOR 5TL 5TEEL 3. PROPORTIONS OF EXPAN51ON X STIFFENER FT6 FOOTING SITE - PREPARED GROUT 5TRIGTURAL FDN FOUNDATION T46 TON6UE AND GROOVE 4. CONSTRUCTION OF MORTAR FLANGE X TOP OF FLR FLOOR JOINTS TOP OF FOOTING F.5. FAR 51DE T.05. TOP OF 5TEEL GROUT PLACEMENT X TRT'D TREATED ACI 530.1, ART 3.5 GALVANIZED PREPARATION OF GROUT X 6A. 6A6E ACI 530.1, ART 1.4 UNLE55 NOTED OTHERWI5E SPECIMENS, MORTAR 6LULAM U.T. ULTRA50NIG TE5TED 6R. 6RADE SPECIMENS AND /OR PRISMS VERTIGAL 6WB 6YP5UM WALL BOARD W.P. WORK POINT COMPLIANCE WITH INSPECTION HANGER X WOOD 5CREW5 ACI 530.1, ART 1.5 HEADER PROVISIONS OF CONSTRUCTION WE16HT W.W.F. WELDED WIRE FABRIC, DOCUMENTS W/ WITH SHEAR WALL NAILING YARD X 16C 1707.3 WOOD FRAMING PLYWOOD ROOF DIAPHRAGM X IBC 1707.3 NAILING NAILING, BOLTING, AND X IBC 1707.3 ANCHORAGE OF COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD -DOWNS THAT ARE PART OF THE SEISMIC RESISTING SYSTEM PREFABRICATED WOOD X SHOP INSPECTION 16C 1704.6 STRUCTURAL ELEMENTS FOR TRUSSES COLD- FORMED STEEL FRAMING SUSPENDED ANCHORAGE AND SEISMIC X IBC 1621, 1705.1 CEILINGS BRACING ASCE 9.6.2.6 ANCHORED INSPECTION PROGRAM SHALL VERIFICATION AT BEGINNING 19C 1707.6 & 1704.5 VENEER VERIFY OF CONSTRUCTION ACI 530 /ASCE5 /TMS402 1. SIZE, TYPE OF VENEER X SEC 1.22 (e), 2.1.4.3.1.6 ANCHORS 2. SIZE, GRADE OF JOINT X REINF. 3. PROPORTIONS OF MORTAR X 4. CONSTRUCTION OF MORTAR X JOINTS 5. INSTALLATION OF TIES X TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1709. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: 0 PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. 0 REVIEW OF TESTING AND INSPECTION REPORTS. 0 REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: 0 ACKNOWLEDGMENT OF AWARENESS OF REQUIREMENTS OF QUALITY ASSURANCE PLAN. 0 ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. 0 PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION AND THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION. 0 IDENTIFICATION OF PERSONS EXERCISING SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATION. ABBREVIATION LIST ADD'L ADDITIONAL HT HE16HT A.B. ANCHOR BOLT HORIZ. HORIZONTAL A.F.F. ABOVE FINI5H FLOOR H55 HOLLOW 5TRJGTURAL 5EGTION ALT. ALTERNATE INT. INTERIOR ARGH. ARCHITECTURAL JT JOINT ® AT JET J015T BM BEAM L ANGLE BR6 BEARIN6 L6R LEDGER BTWN BETWEEN L.L. LIVE LOAD BLK'& BLOGKIN6 LOG. LOCATION POT. BOTTOM L5 LAG 5GREW B.O.F. BOTTOM OF FOOTING L5L TIMBER5TRAND 15LD16 BUILDIN6 LVL MIGROLAM B.U. BUILT UP MAX. MAXIMUM (G= ) CAMBER M.B. MACHINE BOLT G.I.P. GA5T IN PLACE MFR MANUFACTURER G.J. CONTROL/GON5TRUGTION JOINT MEGH. MECHANICAL C, P. COMPLETE PENETRATION MEZZ. MEZZANINE GTR'D CENTERED MIN. MINIMUM ¢ CENTERLINE M15G. MI5CELLANEOU5 GLR CLEAR NOM. NOMINAL COL. COLUMN N.5. NEAR 51DE GONG. CONCRETE NT5 NOT TO SCALE GONFI6. CONFIGURE O.G. ON CENTER GMU CONCRETE MA50NRY UNIT OPN'& OPENING CONN. CONNECTION OPP. OPP051TE GON5T. CON5TRUCTION 055 ORIENTED 5TRAND BOARD CONT. CONTINUOUS j R PLATE GONTR. CONTRACTOR PAF POWDER ACTUATED FA5TENER COORD. COORDINATE PER'. PERPENDICULAR GTR'D CENTERED P.L.F. POUND5 PER LINEAL FOOT GU. CUBIC P.P. PARTIAL PENETRATION D.L. DEAD LOAD P.5.F. POUND5 PER 5QUARE FOOT DIA.OR 4P DIAMETER P5L PARALLAM DO DITTO Ph. PLYWOOD DEL. DOUBLE REINF. REINFORCIN6 D.F. DOUOLA5 FIR REG'D REOUIRED DWG DRAWING R.O. ROUGH OPENING DWL DOVEL 5HT'6 5HEATHIN6 EA. EACH 5HT 5HEET EL. ELEVATION 51M. 51MILAR EN6R. ENGINEER 5.0.6. SLAB ON GRADE EQ. EGUAL 50. 5QUARE EX15T. OR (E) EXISTING 51D 5TANDARD EXT. EXTERIOR 5TL 5TEEL EXP. EXPAN51ON 5TIFF. STIFFENER FT6 FOOTING 5TRUGT. 5TRIGTURAL FDN FOUNDATION T46 TON6UE AND GROOVE FLO FLANGE T.O. TOP OF FLR FLOOR T.O.F. TOP OF FOOTING F.5. FAR 51DE T.05. TOP OF 5TEEL FRM'6 FRAMING TRT'D TREATED 6ALV. GALVANIZED TYP. TYPICAL 6A. 6A6E U.N.O. UNLE55 NOTED OTHERWI5E 6L. 6LULAM U.T. ULTRA50NIG TE5TED 6R. 6RADE VERT. VERTIGAL 6WB 6YP5UM WALL BOARD W.P. WORK POINT HGR HANGER WS WOOD 5CREW5 HOR HEADER WT WE16HT W.W.F. WELDED WIRE FABRIC, W/ WITH YD I YARD 0 z �,�ay 0 � Q Q3 IV Z E 0.1� 0 W >- 0 0c: O to 0 Z 0� CV Q Z J N 00 00 L = u U� w N D 0 V E J T O w L U Z J E U-1 Lu N (D >_ >_ EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DM DATE 13 FEBURAY 2004 SHEET S0.04 OF: M � v u _ o o N T z Q 0 � U V v � Y - E 0 � Q Q3 IV Z E 0.1� 0 W >- 0 0c: O to 0 Z 0� CV Q Z J N 00 00 L = u U� w N D 0 V E J T O w L U Z J E U-1 Lu N (D >_ >_ EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DM DATE 13 FEBURAY 2004 SHEET S0.04 OF: e 0 0 N N L ! 4 0 O Sl E m r G N O FOUNDATION NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FIN €SH FLOOR = 0' -0" A.F.F. UNLESS NOTED OTHERWISE. I 2. INICATES MASONRY WALL WITH SPECIAL REINFORCING. FOR SCHEDULE, SEE 2/S7.1. WALL TYPE TO EXTEND FROM, WALL CORNER TO WALL CORNER UNLESS NOTED OTHERWISE. � I 3. INDICATES 8" CMU WALL UNLESS NOSED OTHERWISE;. FOR TYPICAL MASONRY — — DETAILS SEE S7.1. n Q \ 4. INDICATES CONCRETE WALL FOOTING ' -0" UNLESSINOTED OTHERWISE. SEE 6/S4.3 FOR WALL FOOTING REIN ORCING SCHEDULE. SEE S4.3 FOR TYPICAL FOOTING DETAILS. 6 5. — INDICATES 8005162 -33 AT 16" O.C.(LLMETAL STUD WALL FOR HS15FT. FOR STUD WALL HEIGHTS 15FT AND OVER SEE 6/S10.2. FOR'TYPICAL STRUCTURAL METAL STUD WALL DETAILS SEE S10.1. 6. INDICATES MASONRY VENEER. FOR ATTACHMENT OF VENEER TO BACKING SEE GENERAL NOTES. FOR VENEER LINTEL ANGLES AT OPENINGS SEE 15/S7.1. i a I� LLIILL 7. "F_._" INDICATES CONCRETE SPREAD FOOTING. SEE 18/S4.1 FOR SCHEDULE. 13. >\ INDICATES STT=EL (BRACED FRAME. FOR !TYPICAL DETAILS SEE S8.5. - FPAME_' INDICATES FRAME TYPE AND LABEL - SEE S8.4. 1 8. "F_._ BR" INDICATES CONCRETE FOOTING AT BRACED FRAME. SEE 5/S4.4 FOR SCHEDULE. 14. _ ___ -: INDICATES INTERIOR NON -LOAD BEARING; MASONRY PARTITION WALL. FOR g. Z�y INDICATES TUBE STEEL COLUMNS ORIGINATING AT FOUNDATION LEVEL. DETAIL, SEE 11/54.3. FOR HOLLOW STRUCTURAL SECTION COLUMN IN CMU WALL SEE 8/S7.1 15. + - + INDICATES INTERIOR NON- STRUCTURAL STUD WALL PARTITIONS. FOR LOCA SEE ARCHITECT. iFOR SIZE AND SPACING, SEE 6/S10.2. FOR BRACING AT 10. G.J. INDICATES CONTROL JOINT. FOR CONTROL JOINT IN CMU WALL SEE 10/S7.1. TOP OF WALL:, SEE S10.2. FOR CONTROL JOINT IN SLAB SEE 1/S4.1. 16. T.O.F. = INDICATES TOP OF FOOTING ELEVATION. ALL FOOTINGS T.O.F. = -0' -8" 11. \ \ INDICATES DEPRESSED OR SLOPED SLABS. FOR SLOPE AND EXACT LOCATION A,F F. UNLESS NOTED OTHERWISE. SEE ARCHITECT. 17. FOR TYPICAL EXCAVATION LIMITATIONS IN THE PROXIMITY OF FOUNDATIONS, SEE 6/S4.1. 12. FOR TYPICAL CONCRETE SLAB -ON -GRADE DETAILS SEE S4.1. I I �- — F4.d j KEY PLAN : - -, rl I — 1 I Ll 1-i - - -� Li 300 I I 1 qs E W N FOUNDATION PLAN, BUILDING - 100/200 i1 5z i I, j \1 L7 /!1 0 m i K ;o O MATCHLINE SEES(.— 11c Z c p, P E 0 V, LL=o o o U T z Q M� c� Y U a l< o c� p QE p�p w R S Lu, ¢ 0 0 0 0 Z J Z Q EL z 0 Q 0 0 LL Z 0 F— Q Q3 IV Z E LL } 0 C0 I` G O U cn o O5 p=� 0 cli QZ J H O° O O fn U �E =2 O J E LLJ N EXPIRES 4/21/04 —� Agency /Constructobility Set PROJECT 23025 DRAWN: MCS DATE 13FEBURAY 2004 SHEET S1.11a OF: e 0 0 a LT m 0 a E m r r a, 45 5x1/ 10 P / O� eFP o � / " - gm � \ j V / / / cB, { \ \ H5Sk /8x6x1/ 12. VV "a�� o 0' 0 H556x6x3/ 1> �. \ 9 i PO 000 h\ H558xbxl /2 " 6, H557x5x3/8 i c. H557x5 69 \ \ ��\ \ O„ TS� \�•..' 54.1" '\ // / C�'G \/p \\ 14) p 6 V \ 6 6 �, 58x626/2 F(- vti V 0 / H556xbx3 /8 6O \ \v�Z O � e/ v / c� \5 FOUNDATION PLAN 1 BUILDING - 100/200 i • KEY PLAN : F' ti r -' g L - -, A I __ � -1 L - - -J �_J I I 300 I I I I �J q E W Qp N zl� M O CN O O Z_ M OD Z Q EL Z O 0 M 0 Z 03 fV Z E w r O� 0 N O O� C, Q Z J O O = v) U� N c E = o E W EXPIRES: 4/21/04 Agency /Constructabi6ty Set PROJECT 23025 DRAWN: MCS DATE 13FEEURAY 2004 SHEET Sl.11b OF: ° E ® q/� V Nl z Q 6 O � j a TI V N 3 e � t E O ppp V r0- 6 O CN O O Z_ M OD Z Q EL Z O 0 M 0 Z 03 fV Z E w r O� 0 N O O� C, Q Z J O O = v) U� N c E = o E W EXPIRES: 4/21/04 Agency /Constructabi6ty Set PROJECT 23025 DRAWN: MCS DATE 13FEEURAY 2004 SHEET Sl.11b OF: °o N _N a m v m 0 a rn 3 9 U E m r \5 ry F.O.M. C.9 F.O.M. C.5 F.O.M \ \\J 1YP. 0 +vv +vv° N Fb.O_ I- k \ << U �11� Irrk TYP. IIsas ADD'L (2) #5 m= s I I I I /6 393 ` � I I I ICI �I AC)OIL (3) #5 �EA.FAGE I I � I i L_j ' 1 f w HSSbxb T r I s4s , I _xv4 a�� I TYP. w. _ Fig -_ — – < B +b+ Fb.O -BR + \� F7.OT + \� 2 F3. +Ik TYP 54.1 , F 0 —� LP3.0 I I L J L J \\� I F3.0 F3.0 I +b L 11 -- - -- - ----- -- - --- -- -- ----- -- - - ---� �`� I — — — — — — — — — — — — — — L J F3.0 s4s TYP. T.O.F.=- 2'-4.. �. 5 0� L - -J \5 57.1 rn w FS.OT FE m I I I ADD (3) #4x60' -0" w I TYP. AT 51-AB MID - DEPTH I I -F5.0 I I I q 54s O I II I • r r EA. FAGE -/1 11111111 A. FArE ADD #4 5L DOVEL5 51M. • AROUND FT5 PERIMETER �1 1 N� FOUNDATION BUILDING 100/20 SEE 51.11 a MATCHUNE ADD'L (3) #7 EA. FACE F.O.M. C.5 KEY PLAN: I I r' A ti r--j B �__ I _ I I r- --r I - - -J 300 I I E_jI M K M /M j G S E W N =W � o ° ® v . _ a z Q 0 a Mkt y�j S Y v- �, =1 e wRm L Q m= s I I I I /6 393 ` � I I I ICI �I AC)OIL (3) #5 �EA.FAGE I I � I i L_j ' 1 f w HSSbxb T r I s4s , I _xv4 a�� I TYP. w. _ Fig -_ — – < B +b+ Fb.O -BR + \� F7.OT + \� 2 F3. +Ik TYP 54.1 , F 0 —� LP3.0 I I L J L J \\� I F3.0 F3.0 I +b L 11 -- - -- - ----- -- - --- -- -- ----- -- - - ---� �`� I — — — — — — — — — — — — — — L J F3.0 s4s TYP. T.O.F.=- 2'-4.. �. 5 0� L - -J \5 57.1 rn w FS.OT FE m I I I ADD (3) #4x60' -0" w I TYP. AT 51-AB MID - DEPTH I I -F5.0 I I I q 54s O I II I • r r EA. FAGE -/1 11111111 A. FArE ADD #4 5L DOVEL5 51M. • AROUND FT5 PERIMETER �1 1 N� FOUNDATION BUILDING 100/20 SEE 51.11 a MATCHUNE ADD'L (3) #7 EA. FACE F.O.M. C.5 KEY PLAN: I I r' A ti r--j B �__ I _ I I r- --r I - - -J 300 I I E_jI M K M /M j G S E W N O O CN CN O Z z 0 Q Z 0 LL Z 03 IV ZE W ) o O� 0 06 U O Z� O:5 1— F- Q CV Q Z J N O° O� L to U� C� E <_ o JC W N EXPIRES 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: MCS DATE 13FE3URAY2004 SHEET S1.11c lY OF: =W � o ° ® v a z Q 0 a Mkt y�j S Y m �4y t- S � 3Qt O e wRm L Q O O CN CN O Z z 0 Q Z 0 LL Z 03 IV ZE W ) o O� 0 06 U O Z� O:5 1— F- Q CV Q Z J N O° O� L to U� C� E <_ o JC W N EXPIRES 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: MCS DATE 13FE3URAY2004 SHEET S1.11c lY OF: Fo-1 LJ F -I La I °o N N a m 0 E r FOUNDATION PL BUILDING 500 NORTH 7 KEY PLAN: r -i I I g A l r I I I I LJ M �. 100/ 200 S E W N FOUNDATION PLAN NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. 2. EXISTING FOUNDATION WALLS AND STRIP FOOTINGS (TYPICALLY AT PERIMETER OF BUILDINGS) AND INTERIOR SPREAD FOOTINGS FOR FLOOR AND ROOF SUPPORT HAVE BEEN EXCLUDED FOR CLARITY OF DRAWINGS. EXISTING FOOTINGS HAVE BEEN INDICATED WHERE NEW FOUNDATION WORK IS REQUIRED AT OR ADJACENT TO THE EXISTING FOUNDATIONS. 3. ALL FRAMING MEMBERS INDICATED (EXIST. XXX OR (E) XXX) CURRENTLY EXIST (FIELD VERIFY) AT MAIN FLOOR LEVEL AND BELOW OF EXISTING BUILDINGS) UNLESS NOTED OTHERWISE. EXISTING POSTS AND COLUMNS, ETC., BEGIN ATOP FOUNDATION LEVEL OF EXISTING MAIN FLOOR AND EXTEND TO SUPPORT EXISTING ROOF FRAMING MEMBERS, ETC., SHOWN ON PLANS UNLESS NOTED OTHERWISE. CONCRETE SLAB ON GRADE EXISTS AT MAIN FLOOR LEVEL WITH CONCRETE STRIP FOOTINGS AND CONCRETE SPREAD FOOTINGS FOR FOUNDATION. 4. - INDICATES WOOD STUD WALL UNLESS NOTED OTHERWISE. WOOD STUDS SHOULD ALIGN WITH TRUSS OR JOIST LAYOUT AND ARE TO BE SPACED AT X 24" O.C. MAXIMUM UNLESS NOTED OTHERWISE. (SEE NOTE #13 FOR ADDITIONAL SHEAR WALL NAILING). 5. INDICATES CONCRETE WALL FOOTING AND MINIMUM WIDTH REQUIRED. SEE SHEETS S4.1 & S4.2 FOR TYPICAL FOOTING DETAILS. 6. INDICATES EXISTING STUD BEARING AND /OR BEARING SHEAR WALL(S) WHERE APPLICABLE. 7. F -1 INDICATES CONCRETE SPREAD FOOTING. SEE SPECIFIC DETAILS FOR L_ _J LOCATION, SIZE AND REINFORCING. SEE ALSO 18/S4.1 FOR SCHEDULE. ^Fx.x° 8• FW, INDICATES NEW CONCRETE SPREAD FOOTING AND /OR CONCRETE STRIP y FOOTINGS CONSTRUCTED UNDER THE EXISTING MAIN FLOOR SLAB ON T, X,. GRADE OR UNDER AND /OR AROUND EXISTING FOUNDATIONS. SEE ALSO 18/54.1 FOR SCHEDULE. 9. T�y� INDICATES TUBE STEEL COLUMNS ORIGINATING AT NEW FOUNDATION; AT EXISTING FOUNDATIONS AND SLAB ON GRADE AT MAIN FLOOR LEVEL. SEE SPECIFIC DETAILS 19/54.1, 20/54.1 OR SPECIFIED DETAILS FOR TYPICAL BASE PLATES, ETC.. SEE 11/55.1 FOR TUBE STEEL COLUMN 11- 00(04REQUIREMENTS IN WOOD FRAME WALLS. 10. INDICATES EXISTING GLULAM WOOD COLUMNS ORIGINATING AT FOUNDATION UNLESS NOTED OTHERWISE. J• 11. CVO ' INDICATES WOOD STUD BUILT -UP COLUMN. SEE 10/55.1 FOR TYPICAL DETAIL. 12. [X/XI INDICATES SPECIAL BUILT UP WOOD STUD COLUMN ADJACENT TO AND UNDER BEAM /HEADER OR SOLID SAWN WOOD POST /COLUMN AS NOTED. FOR TYPICAL FRAMING REQUIREMENTS AT COLUMNS /POSTS AND AT OPENINGS IN STRUCTURAL WALLS SEE 9/S5.1. 13. Q INDICATES SPECIAL WOOD STUD WALL TYPE AND PLYWOOD SHEATHING REQUIREMENTS. SEE 12/55.1 FOR SCHEDULE. 14. NON- STRUCTURAL STUD WALLS ARE NOT SHOWN. FOR LOCATION SEE ARCHITECT. FOR BRACING AT TOPS OF WOOD STUD WALLS SEE DETAIL 1/55.1. FOR BRACE CONNECTIONS TO EXISTING ROOF STRUCTURE SEE 5/55.1. 15. FOR OPENINGS THRU NEW OR EXISTING STUD WALLS AT MAIN FLOOR AND AT ATTIC FLOORS FOR MECHANICAL PENETRATIONS, ETC., SEE 9/55.1. 16. FOR TYPICAL CONTROL AND CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE, SEE 1/S4.1. 17. FOR TYPICAL CONCRETE SLAB ON GRADE STAIRS, SEE 9/S4.1. 18. FOR TYPICAL CONCRETE REINFORCEMENT PLACING PLAN, SEE 8/54.1. 19. FOR PIPES ALONGSIDE OR UNDER FOOTINGS, SEE 6/54.1. 20. FOR STEPPED FOOTING DETAIL, SEE 5/S4.1. 21. FOR DETAILS OF NEW CONCRETE SLAB ON GRADE TO EXISTING SLAB ON GRADE OR FOUNDATION WALLS, ETC. SEE 11/54.1, 12/54.1, 13/54.1 AND 14/54.1. 22. FOR DETAIL OF CONNECTING NEW FOUNDATION WALL AND FOOTING TO EXISTING FOUNDATION(S), SEE 7/54.1 23. ( ? ?x) INDICATES QUANTITY OF SPECIFIC DETAIL, ETC., UTILIZED ON DRAWING. 24. FOR DETAIL OF STAIR STEPS OR DEPRESSED SLAB ON GRADE SEE 15/54.1. PLAN NOTES A. SHORE EXI5TIN6 ROOF FRAMIN6, ETC., AND REMOVE EXISTING WALL FRAMING FOR NEW OPENINGS- SEE ARCHITECT FOR DETAILS AT PERIMETER INGLUDIN6 THRESHOLD REQUIREMENTS AT DOOR OPENIN65. EX15TIN6 GONDITION5 THE DRAININ65 CONTAIN REFERENCE TO EX15TINO CONDITIONS, MATERIALS, FURNI5HIN65, AND EQUIPMENT. THE INFORMATION 15 DEVELOPED FROM EX15TINO DRAHIN65 AND 51TE AND BUILDING OBSERVATIONS, AND 15 PROVIDED FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL EXI5TIN6 CONDITIONS 8 DIMENSIONS. IT 15 TO BE A55UMED THE BUILDING 15 NOT LEVEL, SQUARE, OR PLUMB. SUBMITTIN6 A BID SHALL INDICATE THE CONTRACTORS ACCEPTANCE OF THE EXISTING CONDITIONS, AND HILLINCNE55 TO PROVIDE THE LABOR MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK INTENDED BY THE CONTRACT DOCUMENTS. J z OO f� Z Q Z Q Q 0 O LL c a E 0 rn a u d s o o E L T v O � Q N3 Z E w N W >- CO G O C N _O Ln O �_ F_ F5 CV Q Z J O 0� L = cn U� G C �E C= O J E LLJ N EMRES: 4/21/04 Agency /Consfrucfability Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET S1.15a OF: v i U � 3 e - R E o Lu f� Z Q Z Q Q 0 O LL c a E 0 rn a u d s o o E L T v O � Q N3 Z E w N W >- CO G O C N _O Ln O �_ F_ F5 CV Q Z J O 0� L = cn U� G C �E C= O J E LLJ N EMRES: 4/21/04 Agency /Consfrucfability Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET S1.15a OF: C 0 N N a 0 LL m O E } FOR T'(PIGAL FOUNDATION NOTES SEE SHEET 51.15al FOUNDATION PLAN 1 BUILDING 500 NORTH KEY PLAN: r -- I I I A 1 r - - -, 300 I I g 400 00/ s E W N PLAN NOTES A. AFTER REMOVAL OF EXISTING ROOF STRUCTURE TO THE SOUTH (SHORE ROOF FRAMING THAT REMAINS AT EAST AND WEST ENDS- SEE DEMO PLANS AND STRUGTURAL ROOF FRAMING PLAW REMOVE EXISTING WOOD FRAME WALL AND 6LULAM COLUMN- SEE DEMO PLANS, ETC. B. SAW GUT EXISTING GONGRETE STRIP FOOTING AND/OR SPREAD FOOTING AND FOUNDATION WALL AND REMOVE TO PERMIT CONSTRUCTION OF NEW FOOTIN6- SEE APPLICABLE DETAIL(S). EXISTING SPREAD FOOTIN65 MAY BE REMOVED IN THEIR ENTIRETY THAT EXTEND BEYOND NEW FOOTIN65 TO FACILITATE CONSTRUCTION- REPLACE WITH NEW 12" THICK x 16" STRIP FOOTING AND 7 /4" THICK FOUNDATION WALL WITH REINFORGIN6 PER I /54.1 AND 6/54.1 RESPECTIVELY. G. SAW GUT OUT EXI5TIN6 SLAB AND POUR BAGK NEW 4" FIBROUS REINFORCED CONCRETE SLAB. DEPRE55 AND /OR SLOPE NEW 5LAB(5) AS REG2UIRED- COORDINATE WITH ARCHITECT. D. SHORE EXISTING ROOF FRAMING, ETG., AND REMOVE EXI5TIN6 WALL FRAMING FOR NEW OPENIN65- SEE ARCHITECT FOR DETAILS AT PERIMETER INGLUDIN6 THRESHOLD REQUIREMENTS AT DOORS. E. F. SHORE EXISTING FLOOR FRAMING AND WALL, ETC., ABOVE AND REMOVE EXISTING BEAMS AND HEADERS AT OPENIN65 AND REMOVE EX15TINO STUD COLUMNS - REPLACE GOLUMNS WITH NEW AS INDICATED. REMOVE EXISTING STUD BEARING WALL FOR NEW OPENINGS AS REQUIRED. EXI5TIN6 CONDITIONS THE DRAWINGS CONTAIN REFERENCE TO EXISTING CONDITIONS, MATERIALS, FURNISHINGS, AND EQUIPMENT. THE INFORMATION 15 DEVELOPED FROM EXI5TIN6 DRAWIN65 AND 51TE AND BUILDING OBSERVATIONS, AND 15 PROVIDED FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS 4 DIMENSIONS. IT 15 TO BE A55UMED THE BUILDING 15 NOT LEVEL, SQUARE, OR PLUMB. 5UBMITTIN6 A BID SHALL INDICATE THE CONTRACTORS ACCEPTANCE OF THE EXISTING CONDITIONS, AND WILLIN6NE55 TO PROVIDE THE LABOR MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK INTENDED BY THE GONTRAGT DOCUMENTS. O O Z_ J_ m Z Q CL Z 0 ZD 0 LL Z O H Q Q3 IV Z E � N W >- 0 T 0 O N O Z i D CV Q Z J H O 0 O O L = h U N C 2 D E <2 0 J E W EXPIRES: 4/21/01 Agency /Consiructabillfy Set PROJECT 23025 DRAWN: MCs DATE 13FEBURAY2004 SHEET S1.1 5b OF: c g P E u w �H a o T z ®a 4 C� Y JU S p ¶ N O 91 e L O O Z_ J_ m Z Q CL Z 0 ZD 0 LL Z O H Q Q3 IV Z E � N W >- 0 T 0 O N O Z i D CV Q Z J H O 0 O O L = h U N C 2 D E <2 0 J E W EXPIRES: 4/21/01 Agency /Consiructabillfy Set PROJECT 23025 DRAWN: MCs DATE 13FEBURAY2004 SHEET S1.1 5b OF: FLOOR FRAMING NOTES 1. -07==# INDICATES 8" CMU WALL UNLESS NOTED OTHERWISE. FOR TYPICAL MASONRY DETAILS SEE S7.1. I 2. INDICATES 8005162 -33 AT 16" O.C. METAL STUD WALL UNLESS `O NOTED OTHERWISE. FOR (ITYPICAL STRUCTURAL METAL STUD WALL DETAILS SEE S10.1 & S1 Q.2. � i I 3. INDICATES MASONRY VENEER. FOR ATTACHMENT OF VENEER TO BACKING SEE GENERAL NOTES FOR VENEER LINTEL ANGLES AT OPENINGS SEE 15/S7.1. 4. INDICATES INTERIOR NON STRUCTURAL STUD WALL PARTITIONS. ?�6 tiF FOR LOCATION, SEE ARCHITECT. FOR' SIZE AND SPACING SEE 6/S10.2. FOR BRACING AT TOP OF WALL SEE S10.2. \ \5. "L --" INDICATES SPECIAL MASONRY LINTEL. i SEE 5/S7.1 FOR MINIMUM DEPTH AND REINFORCING. � I 5 � s 4\t 4x' � 6 � 6 ir) ol x x 9' O 2 IT % \ 1 (2) 6 I 7 I A j X I i I I i m i i m E MATCHLINE N SEE ES2.11c II e I I o i N m I 9 m O a ' J E m 'I ■ \ 6. < > INDICATES NUMBER OF COMPOSITE STUDS PER BEAM. FOR STUD 1 w v LAYOUT SEE 2/S8.2. 0 0 v 7. N INDICATES TUBE STEEL COLUMNS ORIGINATING AT FLOOR LEVEL. 15. INDICATES STEEL BRACED tRAME. x x f "(G =J" INDICATES STEEL BEAM CAMBER. C =0" UNLESS NOTED OTHERWISE. 3 0.5. = INDICATES TOP OF STEEL ELEVATION A.F.F. ALL FLOOR FRAMING � i MECHANICAL UNIT. SEE -m T.O.S. = 13' 6 -1/2" UNLESS NOTED OTHERWISE. ■ \ 6. < > INDICATES NUMBER OF COMPOSITE STUDS PER BEAM. FOR STUD v LAYOUT SEE 2/S8.2. v � v 7. I•, INDICATES TUBE STEEL COLUMNS ORIGINATING AT FLOOR LEVEL. 15. INDICATES STEEL BRACED tRAME. FOR TYPICAL DETAILS FOR TUBE STEEL COLUMN IN CMU WALL SEE 8/S7.1. 8. "(G =J" INDICATES STEEL BEAM CAMBER. C =0" UNLESS NOTED OTHERWISE. 9. 0.5. = INDICATES TOP OF STEEL ELEVATION A.F.F. ALL FLOOR FRAMING � i MECHANICAL UNIT. SEE -m T.O.S. = 13' 6 -1/2" UNLESS NOTED OTHERWISE. 10. - INDICATES DIRECTION OF SPAN. 11. It INDICATES DEPRESSED AND /OR SLOPED SLABS. FOR SLOPE SHOWN!. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER. 17. ALL SLAB REINFORCING BARS PLACED AT MID -DEPTH AND SPLICED AT 2' -0 ", AND EXACT LOCATION SEE ARCHITECT. u 12. 18. TAPERS SLABS AT F�OOR DRAINS AS DIRECTED INDICATES PENETRATION IN FLOOR STRUCTURE. FOR TYPICAL J V y U DETAIL SEE 9/S8.2. TYP O O 3.1 = v 'v v � v l 14. NON - STRUCTURAL $TUD WALLS ARE NOT SHOWN. FOR LOCATION]SEE I•, SEE 510.1. 15. INDICATES STEEL BRACED tRAME. FOR TYPICAL DETAILS SEE Sq.4 & S8.5. j ' I 16. INDICATES � i MECHANICAL UNIT. SEE -m m VERIF SIZE & LOCATION OF UNIT . WITH MECHANICA4 MECHANICAL It SHOWN IS MAXIMUM ALLOWED. IF UNIT EXC EDS WEIGHT SHOWN!. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER. 17. ALL SLAB REINFORCING BARS PLACED AT MID -DEPTH AND SPLICED AT 2' -0 ", u u 18. TAPERS SLABS AT F�OOR DRAINS AS DIRECTED U J V y U I I + \ y EQ. \ y0 ( (3) EQ. ( (4) EC lz x N O N 15Z) x m (�`! (�xV N (mil x x lz .p .p izx m m m m lz N I 3 m i 3 It 3 v tj ti zi N' v V V v v v v v v v v V V u u 4 ry ' (V ( (sV} N N V O O 3.1 O3 13. FOR TYPICAL COMPOSITE BEAM AND METAL DECK DETAILS SEE S18.2. i t l 14. NON - STRUCTURAL $TUD WALLS ARE NOT SHOWN. FOR LOCATION]SEE ARCHITECT. FOR BRACING AT TOPS OF WALLS SEE 510.1. 15. INDICATES STEEL BRACED tRAME. FOR TYPICAL DETAILS SEE Sq.4 & S8.5. j ' I 16. INDICATES � i MECHANICAL UNIT. SEE I PLANS FOR MAXIMUM WEIGHT. N21x50 23 G = VERIF SIZE & LOCATION OF UNIT . WITH MECHANICA4 MECHANICAL WEIGHT, SHOWN IS MAXIMUM ALLOWED. IF UNIT EXC EDS WEIGHT SHOWN!. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER. 17. ALL SLAB REINFORCING BARS PLACED AT MID -DEPTH AND SPLICED AT 2' -0 ", STAGGER AS REQUIRED. 18. TAPERS SLABS AT F�OOR DRAINS AS DIRECTED IN SPECIFICATIONS. 1 � Lj+ 5 I I I KEY PLAN : r —i r ti E -' a E - -, A 1 I r - - -1 300 /, j 400 %� 500 1 ^^/ GYMYASiUM 200 S E W N I i 9 � V fl �j S � 3 -�u n x 2 I -- -- -- - — — — - T --- ---- - -- -- _- Al cn �.1 5A H94yin:3 [901 3r� 2 , i RAMF - - - y 124Yh� I27� FRAME 4d! o W21x44 19 �' se.l (3) #bx60' -O" 20 GA. N3 METAL DECK 7 PLAGE ADDED 5LAB REINF. Nl GONG. TOPPING AND 582 EQUAL D15TANGE BEYOND 6xb- N2.9xN2.9 N.N.F. TYP. . NAY - TOTAL SLAB HICKNE55 BRACED FRAME EA = 5/� 5EE 1 TYP. U.N.O. 502 FLOOR FRAMING PLAN - AREA 100 i�� I/8" =11-01, \� O i i i I 0 MATCHLINE Q SEE S2.11 c i i I ! 0, o Od 3.1 O3 z a fie o ® L Ll z a 01. a U Y I HD O W Q Z Q J CL z 0 J LL Z OQ H3 Z E W >- 0c 0 c N 0 Z� 05 Q CV Q Z N (D 0 Oo V) U� D V E <= O J E W 0 EXPIRES: 4/21/04 Agency /Constructability Set PROTECT 23025 DRAWN: MCs DATE 13 FEBURAY 2004 SHEET S2.11 a OF: (4) EQ. ( ((q) E.O. ' '71 -0" 5PAGE5 5 5PAGE5 ji _ I _ YV33xL41.50 - -- _-- N N21x50 23 G = -- W2 1x44_[3 J_ _n 1 p pj+ L Lj+ 5 TY 3 + \ y EQ. \ y0 ( (3) EQ. ( (4) EC 5PAGE5 _ _- 5 5PAGE m m m m m N I It m m i it I It n v v V V v v v v v v v v V V u u 4 ry ' (V ( (sV} N N V d- N N c cl N 'cud ( Vry d 12 X_ _ _ X X_ _ _ I H94yin:3 [901 3r� 2 , i RAMF - - - y 124Yh� I27� FRAME 4d! o W21x44 19 �' se.l (3) #bx60' -O" 20 GA. N3 METAL DECK 7 PLAGE ADDED 5LAB REINF. Nl GONG. TOPPING AND 582 EQUAL D15TANGE BEYOND 6xb- N2.9xN2.9 N.N.F. TYP. . NAY - TOTAL SLAB HICKNE55 BRACED FRAME EA = 5/� 5EE 1 TYP. U.N.O. 502 FLOOR FRAMING PLAN - AREA 100 i�� I/8" =11-01, \� O i i i I 0 MATCHLINE Q SEE S2.11 c i i I ! 0, o Od 3.1 O3 z a fie o ® L Ll z a 01. a U Y I HD O W Q Z Q J CL z 0 J LL Z OQ H3 Z E W >- 0c 0 c N 0 Z� 05 Q CV Q Z N (D 0 Oo V) U� D V E <= O J E W 0 EXPIRES: 4/21/04 Agency /Constructability Set PROTECT 23025 DRAWN: MCs DATE 13 FEBURAY 2004 SHEET S2.11 a OF: O W Q Z Q J CL z 0 J LL Z OQ H3 Z E W >- 0c 0 c N 0 Z� 05 Q CV Q Z N (D 0 Oo V) U� D V E <= O J E W 0 EXPIRES: 4/21/04 Agency /Constructability Set PROTECT 23025 DRAWN: MCs DATE 13 FEBURAY 2004 SHEET S2.11 a OF: OB a 0 N a m W ti m 0 'a C C CrIP " 6 �e FLOOR FRAMING PLAN - AREA 100 YAM tiF KEY PLAN: r—� A I I LJ q E W N 300 G MNIw.S I1M Zie E _ o w a i Z a J z Q O J LL z _0 F- a Q IV E W } O� o dS c z� L O� F- C�1 <z J N O° O L to U� N E = o w E EXPIRES: 6/21/00 —� Agency /Constructabillty Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET Dzl(y3 S2.11b oF: w moo_ � o U pp pp V A z G ®v 4 ggg � Y � U 5 Elug w a i Z a J z Q O J LL z _0 F- a Q IV E W } O� o dS c z� L O� F- C�1 <z J N O° O L to U� N E = o w E EXPIRES: 6/21/00 —� Agency /Constructabillty Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET Dzl(y3 S2.11b oF: M O O N a m 4 V m s O a I M O N FLOOR FRAMING PLAN - AREA KEY PLAN: r--i _ I I EJ I I 3fl I I pq E W N METAL )PPIN6 4 V.F. TYP. GKNE55 TIM. z I a V g _ °o Q w Q i Z Q J CL z Q O J U- z 0 H- Q _N 3 z E Cie N W >- CO G O U N O z* O) � C, Qz° J '^ O° 0 O L = to U� V E 5= o E LI..I EBPIRES: 4/21/04 Agency /Constructabillty Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET S2.11 c 0 z OF: E 0- L U N T z Q �i U 6 � II R � J� N Y € i g _ °o Q w Q i Z Q J CL z Q O J U- z 0 H- Q _N 3 z E Cie N W >- CO G O U N O z* O) � C, Qz° J '^ O° 0 O L = to U� V E 5= o E LI..I EBPIRES: 4/21/04 Agency /Constructabillty Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET S2.11 c 0 z OF: m a 0 12 I 0 N N a v ,m. 0 •>t E m } 0 I I 1 i MG llSMCr &11.5 MGbX115 MGSxll5 MGSx115 MGSxtla 1 MC&IIS G &II.5 X115 MGSxll.5MG8xll5 Tf x 4 MGBxl1.� TYP 10 v 594 P. HORIZONTAL x 59.4 -. STRUT': v X 59.4 ~ ;3 :F1G8xll5� MG8xll5 MG8xll5 MG8x11 5 MGB; 7 Tp -- xl MG8xII5 MG8xll5 MGSxll.51MGBxlll MG8; n dry+ Q x x �• � . - T.53x3xl/4 u MGBxHS, ZP N ® 2' -0' O.G.:. r G4w`. TYP. 59.4 MG5A.5'I C.5 BxII 5� 5014 1 SxI I. mGBx 1.5 IS T.53x3xl/4 ® 2 -011 O.G. �f 1 f -1 10 n CATWALK FRAMING PLAN - AREA 100 1/8).=r-o. I Z 01 id 'o I O H It I IENJ oM. CS KEY PLAN : I r ti r' B L- -, A r- - -� I I 1 E W N 0 o_ Q w co z Q IL zLL se I Q LL Q 7 u O 1— Q H3 zE w)- o� O� o C.5 c N o z OZ) 0 C1 Q Z J N O° 0z L 2 cn U N c _� Ct? E C= o L C W N EXPIRES: 4/21/04 Agency /Con,l,uct,,I,I, y Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET S2.11 d OF: c 9t E o a 0 V N � T z Q ® W u a � i V = U. - E 0 R LJU a 0 o_ Q w co z Q IL zLL se I Q LL Q 7 u O 1— Q H3 zE w)- o� O� o C.5 c N o z OZ) 0 C1 Q Z J N O° 0z L 2 cn U N c _� Ct? E C= o L C W N EXPIRES: 4/21/04 Agency /Con,l,uct,,I,I, y Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET S2.11 d OF: a °o N N a m 0 rA G G PARTIAL ATTIC FLOOR FRAMING PLAN 1 BUILDING - 300 r 52 PLAN NOTES A. GUT AND REMOVE EXISTING FLOOR FRAMIN6 FOR NEW PULL DOWN 5TAIR5 (5EE ARCH. FOR SIZE, LOCATION, ETC) AND FRAME NEW OPENING A5 SHOWN. PROVIDE FULL HEIGHT 5TUD5 IN EXISTING WALL5 AT END5 OF NEW DOUBLE AND TRIPLE J0I5T5- MATCH EXI5TIN6 BEARING GONDITION5. B. PROVIDE AND INSTALL FRAMING A5 5HOWN FOR NEW PULL DOWN 5TAIR5 (SEE ARCH. FOR SIZE, LOCATION, ETC). PROVIDE FULL HEIGHT 511)D5 IN EXI5TIN6 WALL AT EAST END OF NEW DOUBLE JOI5T5. N!Ad; IN oll MEGH. UNIT5 ON (FJ ROOF- FOR 51ZE $ LOCATION, ETC., 5EE MEGH. PLAN5. NOTE: YfICHT OF UNIT(5) NOT TO EXCEED THAT SHOWN WITHOUT APPROVAL OF 5TRUCTURAL ENGINEER. FOR ROOF 5Y5TEM REINFORCEMENT AT MEGH. UNIT(5) 5EEe5 55.3 n I. ROOF FRAMI I KEY PLAN : r --i _- I I A I 9 � r - - -, L - -_J LJ I 1 LJ L 500 1 DO/ GYMN/SIIIM 200 S E W N r F. i 31M a..1 140# 740# 7[ I I J I f 1P°# 5GREEN FENCE FRAME5 ON ¢ OF (E) ROOF BEAM51( =10' -O" O.G)- FOR TYP. DETAILS 5EE /Ii 1 i FAN 600# I -- 11� i!. 'LAN ' BUILDING - 300 1/16" =11 -0" _. — O NEW MEGH. UNIT5 ON ROOF ® NEW MEGH. UNIT5 REPLAGIN6 (E) MEGH. UNIT5 ON (E) CURB5, ETC. ON ROOF 0 0 Z_ J_ m Z Q CL 0 Z LLQ LL LL 0 O Z Q Z J IL Z Q De LL Q Q 1= Z 03 IV Z E � N W } O < O N O Z 0 � p-- jC 0 0 Q Z J O° 0 O = to GO _D C� E 2 o E u-i 0 I EXPIRES: 4/21/04 Agency /Construciobiliiy Sef PROJECT 23025 DRAWN: JMW DATE 13 FEBURAY 2004 SHEET S2.13 OF: z c eP E o �ss E ® T z C Q 6 i A iI �J U N Y . �'h 3 o m 0 0 Z_ J_ m Z Q CL 0 Z LLQ LL LL 0 O Z Q Z J IL Z Q De LL Q Q 1= Z 03 IV Z E � N W } O < O N O Z 0 � p-- jC 0 0 Q Z J O° 0 O = to GO _D C� E 2 o E u-i 0 I EXPIRES: 4/21/04 Agency /Construciobiliiy Sef PROJECT 23025 DRAWN: JMW DATE 13 FEBURAY 2004 SHEET S2.13 OF: 4 i i %1�51M- %91(2x) 2.14 2.14 SIM. 1 PARTIAL CEILING /WALL PLAN, BUILDING - 400 4" 5TL STUD SEGTION5 ® TOP, BOT. 4 32" O.G. - ATTACH NV (E) •3 I- OR 61� CLIP ANGLES 4 5GREW5 5TL ✓STUDS TO (Fa 5TUD5 I&" O.G. 4" STUD -J REMOVE 4 REPLACE (E) FINISHES A5 REQ'D - GORD. 4" OR &" W/ ARCH. 5TL 5TUD5 #8 SELF - TAPPING ® I6" O.G. 5GREW5 AT 16" O.G. - 5TA66ER PLAN 0 0 `v a m -o m 0 r.� E m r WALL FIN15H - 5EE ARCH. - DBL. 6" - 20 6A. 5TUD5 - STITCH T06ETHER TYP.- 1/2" TYP. -i.4„ 1/2"(P EPDXY GROUTED ° ANGHOR5 AT 8" FROM TOP 4 _ BOT. AND AT 32" O.G. - EMBED MIN. - TYR L� Q EPA HE WALL FIN15H (6.W.B., ETC) OR 5TL STRAP BRAGIN6 REQ'D (E) GONG. COL. 4" 5TL 5-IUD WALL (16" O.C) KEY I B -, A i i t - - -, L___J L -J 3� I I I I L_J 500 100/ GYMNASIUM S 200 Ea I W N 7 -- 5 6 G.L. HDR 1, 51MP. AGE& EA. 51 DE 1 l NOTE: SHORE FLR FRAMING A5 REQV AND REMOVE (E) 5TUD BR6 WALL FOR NEW OPN'6 4xb OR bxb P05T - MATCH (E) WALL WIDTH - II IL 51MP. LTP4 N4F 51DE5 SECTION (2) #8x4" W.5. ® 32" O.G. ® 5LK'6 W.5. AT EA. J015T WHERE REQ'D* (E) 5HT'6 (2) -Ibd TYP. F- - -� 2xb BLK'6 ®32" O.G. (E)2x FLR(E) J5T 1 TO WALL 16T5 ®I6" OG. WHERE APPLICABLE SECTION 51MP. M5TI ON FACE OF RIM J5T 4 BM �(E) RIM J5T s �I I I 5TUD (2) -I6d lb, O.G. �I II, I 1 (E) STUD WALL 111 (E)5.0.6. F.05. 4 F.O. PENAL (E) 5HT'6 RIM J5T - VERIFY Sd 6" O.G. - �" 9TA66EIR (E) 5{T'6 P (E)2xb ® 16" O.G.` THI5 SIDE AT 51M -SHORE AS REQTJ 1 3 K } j I " =1'-0 " j - -- 4 RE5UPPORT FROM COORD. Vy/ q (4x) SIMP. LU5210 (E)6" 5TL BM W/ 51MP. LU526 SEE AREA FOR 2.14 SHORE5HORE (E�) FLRFLR REMOVE (E) 5TUD WALL REMOVE (E) FRAMING A5 w II AT 1M \ 5 I I_ REQ'D (1 %" MIN. FLANGES) BRID61N6/BRAGIN6, I I 0 H553x2x3 /lb 1 AND 5TL 5TUD 1 _ HORIZ. WALL GON5TRUCTION, ETG. L vi2'14 SEEe BRAGE5 ABOVE GEILIN6 i 2.14 CwS 10 2.14 4) 5. iYP. (IOx) �, (1� END5 AND 32" O.G. - F, GONT. 126A 0!�" 0 EMBED 5v2" U MIN. FLANCE5) b" 5TL BOT. TRACK-\ j 5TUD 8 6 51M.�� . a WALL 52.14 LJ _ _ 6 5TL _ 6 5TUD 2.14 (E)3%" 5TL d 51M. WALL STUD WALL 2.14 (E) PLATFORM OVER CORRIDOR li (E)6" 5TL �� ' (E)S" C- 5TUD WALL WALL , 1 �A� PARTIAL CEILING /WALL PLAN, BUILDING - 400 4" 5TL STUD SEGTION5 ® TOP, BOT. 4 32" O.G. - ATTACH NV (E) •3 I- OR 61� CLIP ANGLES 4 5GREW5 5TL ✓STUDS TO (Fa 5TUD5 I&" O.G. 4" STUD -J REMOVE 4 REPLACE (E) FINISHES A5 REQ'D - GORD. 4" OR &" W/ ARCH. 5TL 5TUD5 #8 SELF - TAPPING ® I6" O.G. 5GREW5 AT 16" O.G. - 5TA66ER PLAN 0 0 `v a m -o m 0 r.� E m r WALL FIN15H - 5EE ARCH. - DBL. 6" - 20 6A. 5TUD5 - STITCH T06ETHER TYP.- 1/2" TYP. -i.4„ 1/2"(P EPDXY GROUTED ° ANGHOR5 AT 8" FROM TOP 4 _ BOT. AND AT 32" O.G. - EMBED MIN. - TYR L� Q EPA HE WALL FIN15H (6.W.B., ETC) OR 5TL STRAP BRAGIN6 REQ'D (E) GONG. COL. 4" 5TL 5-IUD WALL (16" O.C) KEY I B -, A i i t - - -, L___J L -J 3� I I I I L_J 500 100/ GYMNASIUM S 200 Ea I W N 7 -- 5 6 G.L. HDR 1, 51MP. AGE& EA. 51 DE 1 l NOTE: SHORE FLR FRAMING A5 REQV AND REMOVE (E) 5TUD BR6 WALL FOR NEW OPN'6 4xb OR bxb P05T - MATCH (E) WALL WIDTH - II IL 51MP. LTP4 N4F 51DE5 SECTION (2) #8x4" W.5. ® 32" O.G. ® 5LK'6 W.5. AT EA. J015T WHERE REQ'D* (E) 5HT'6 (2) -Ibd TYP. F- - -� 2xb BLK'6 ®32" O.G. (E)2x FLR(E) J5T 1 TO WALL 16T5 ®I6" OG. WHERE APPLICABLE SECTION 51MP. M5TI ON FACE OF RIM J5T 4 BM �(E) RIM J5T s �I I I 5TUD (2) -I6d lb, O.G. �I II, I 1 (E) STUD WALL 111 (E)5.0.6. F.05. 4 F.O. PENAL (E) 5HT'6 RIM J5T - VERIFY Sd 6" O.G. - �" 9TA66EIR (E) 5{T'6 P (E)2xb ® 16" O.G.` THI5 SIDE AT 51M -SHORE AS REQTJ 1 3 K } j I " =1'-0 " j (E) 2x'5 4 RE5UPPORT FROM COORD. Vy/ SIMP. LU5210 ® 16" O.G. BM W/ 51MP. LU526 SEE AREA FOR 51g 6.L. BM SHORE5HORE (E�) FLRFLR REMOVE (E) L REMOVE (E) FRAMING A5 I � II RIM J5T 4 GUT AT 1M \ 5 STUD BR6 WALL REQ'D J5T5 BACK SUPPORT (E) DBL. 2x125 ® F.5. OF BM W/ 51MP. MP212 -2 W/ OFFSET TOP FLANGE NA ® 51M.) 51/2" 51MP. M5TI36 N.5. AT 51M. - NAIL FULLY TO J BM FACE 4 (E)RIM J5T 5EE se.l 5° 51M. COL. 4 5TRAP ® 51M. END OF BM F.O. (E) DBL. JST5 IIi _ - - - -- (E)5TUD BR6 �� WALL W/ RIM 16T ® 51M. ' II ADD DBL. STUD TO WALL 4 COL. ® 51M. CTION 3 SECTION 4 I " =1'-0 " 52.14 " =1' -0" 52.14 II' -O" A.F.F. GONT. 12 6A. NY MIN. OF H55 AT fE FLAN6E5) TOP EDGE AT 51M. COORD. Vy/ TRACK ARCH. SEE AREA FOR (E) 5v 5TL GEILIN6 I FIN15HE5 STUD W. ALL 10' -0" A.F.F. I � II 4 "ORb " -206A AT 1M \ 5 NOTE: FOR TYP. 1 1 (1 %" MIN. FLANGES) BRID61N6/BRAGIN6, I I 0 5TL 5TUD5 ® 16" O.G. AND 5TL 5TUD 1 GON5TRUCTION, ETG. L d SEEe I/2 "4 EPDXY GROUTED ANGHOR5 AT S FROM END5 AND 32" O.G. - F, GONT. 126A 0!�" 0 EMBED 5v2" MIN. FLANCE5) BOT. TRACK-\ (E)4" 5.0.6. 12 GA. TOP WALL TRACK- . a SECTION I " =1' -0" 52.14 II � R3 /Ib "x3 "x0' -10" d W/ (2) -I /2" 0M B IS 1 ANGLE VARIES I I 3/16 N � H553x2x3/I6 \ IAV () - 1/ "(P vn\ NOTE: ADD DBL. �� W/ (2) - I/2 "� _ 5TL 5TUD5 IN AGE EPDXY ANGHOR5 u WALL BELOW AT ° AT 3" ABOUT ft ¢- BRACE (EXCLUDED) 4 EMBED 4" - TYP. / H553x20/16 BRACE (E) GONG. COL. III TYR 3/16 ANGLE VARIES - 5EE PLAN BRACE EXGLUDED THI5 SIDE PLAN T I� " =1' -0" 52.14 PLAN z U I rAiU C u s u G � w R F O O mot' i z 0 J_ ca Z Q J CL J J 3 z _J W J Q CL o--o o ° E N 6 L V v V 4 z 03 IV 2 W >- 0 <O < O U N O z * OD H � tV Q Z J cn O° Oc _V) UT (_ D V_ E 2 O C LLJ EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: RSC DATE 13FEBURAY 2004 SHEET S2.14 OF: Q, (D- L �L \ 0 a CITa m tL v m 0 su r n N M a 1 0 0 1 I, I i W12A6 W/ 5TUD5 �— 24" O.G. AROUND OPENING TYP. 20 GAUGE TYPE "W3" METAL DECK W/ GONGPETE TOPPING AND bxb- W2.9xW2.9 W.W.F. - TOTAL 5LAa THIGKNE55 = 5 /2" c9v -._ - 5EE l) : 502 a r E U �£H 3 0 a CITa m tL v m 0 su r n N M a 1 0 0 1 I, I i W12A6 W/ 5TUD5 �— 24" O.G. AROUND OPENING TYP. 20 GAUGE TYPE "W3" METAL DECK W/ GONGPETE TOPPING AND bxb- W2.9xW2.9 W.W.F. - TOTAL 5LAa THIGKNE55 = 5 /2" c9v -._ - 5EE l) : 502 O O ATTIC FRAMING PLAN 0 Z \ KEY PLAN : r --i r A g L E r___� 1 I 1 I I LJ 500 loo/ Gm.1NNILUI I 2C0 s E W N 11 MIMI O U u RAP a r E U �£H 3 i i O O ATTIC FRAMING PLAN 0 Z \ KEY PLAN : r --i r A g L E r___� 1 I 1 I I LJ 500 loo/ Gm.1NNILUI I 2C0 s E W N 11 MIMI O U u RAP o - g 0 N v c 6 z Q CL cD z Q U- U Q Z O Q3 IV 7 ck� N Lu r Q <O L O U N O Z � OD H F- 1F CV Q z J r O° O = to U� C� E = o E LL1 �r EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: MCS DATE 13FEBURAY 2004 SHEET ^/ /� 1 52.2 1 OF: a E U �£H 3 o - g 0 N v c 6 z Q CL cD z Q U- U Q Z O Q3 IV 7 ck� N Lu r Q <O L O U N O Z � OD H F- 1F CV Q z J r O° O = to U� C� E = o E LL1 �r EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: MCS DATE 13FEBURAY 2004 SHEET ^/ /� 1 52.2 1 OF: E 12 cd 1 0 0 N a !tt m 0 51 E � b � ROOF FRAMING NOTES 1. *-::===* INDICATES WALL BELOW EXTENDING TO ROOF 2. "24K 180/100" 24" INDICATES DEPTH OF JOIST, "K "/"LH" INDI( 024LH 180/100' INDICATES TOTAL LOAD PER LINEAL FOOT AND LINEAL FOOT. ALL JOIST DESIGN LOADS = 31 `0 TYPICAL UNLESS NOTED OTHERWISE. LOADS II lkl ARE IN ADDITION TO THOSE NOTED ABOVE. L \\ AND DETAILS DO NOT INCLUDE SNOW DRIFT. TYPE JOISTS IN LIEU OF "K" JOISTS NOTED (A REQUIRED DUE TO ADDITIONAL LOADS ON FRAI 3.\\ JOIST DETAILER TO DETERMINE HORIZONTAL BRIDGING AND CR PER SJI REQUIREMENTS. JOIST MANUFACTURER TO PROVIDE PER APPROVED SHOP DRAWINGS. FOR TYPICAL BRIDGING DET, O MATCHLINE SEE 53.11 c IRUCTURE. 1TES TYPE OFISTEEL JOIST, "180" "1DO" INDICATES LIVE LOAD PER PLF TOTAL AND 175 PLF LIVE )ICATED ON DRAWINGS AND DETAILS ADS CALLED OUT ON FRAMING PLANS )IST MANUFACtRER TO PROVIDE "LH" SAME DEPTH /SPACING) WHERE NG PLANS AND DETAILS. BRIDGING QUANTITY AND LOCATION NG AND ERECTOR TO INSTALL SEE 7/S9.1 & 8 /S9.1. I 4. F,-. 77.7 INDICATES MECHANICAL UNIT BELOW, HUNG FROM ROOF STRUCTURE. SEE PLAN FOR FOR MAXIMUM WEIGHT. SEE 9/S9.1 FOR SUPPORT DETAILS. JOIST MFR TO DESIGN JOISTS TO SUPPORT MECHANICAL WEIGHT NOTED ON ROOF FRAMING PLANS. COORDINATE SUPPORT LOCATIONS W/ MECHANICAL CONTRACTOR. 5. INDICATES DIRECTION OF SPAN FOR METAL DECK. FOR TYPICAL METAL DECK DETAILS SEE S9.2. 6. INDICATES PENETRATION IN ROOF. FOR ADDITIONAL MISCELLANEOUS OPENINGS IN ROOF FOR MECHANICAL PENETRATIONS SEE MECHANICAL DRAWINGS. SEE 3/S9.2 & 7/S9.2 FOR TYPICAL SUPPORT AROUND OPENINGS. 7. INDICATES BOTTOM OF DECK ELEVATION A.F.F. 3:12 JOIST MANUFAC RER TO DESIGN FOR ADDITIONAL 10 PSF DFITAIL AT OVERBUILD FRAMING. R_ wnlce roc annc cl ner annr a noc _ z. �o inu rcc . nor nzvrouecr I i i j \ I I I i T ? I I y ROOF FRAMING PLAN - AREA 100 I /8" =11-0° Q KEY PLAN: - -, I I r A ti r -J g -- I I I f - - I , - L-J I I 3DD I I I ' 500 100/ GYMNAiI11M 200 S E 1 1 W N 25 P5F MIN. SHOWN PER LOCAL BLDG. OFFICIAL _ MATCHLINE ^ SEES3SEE.1Ic LOAD CASE I "L"- LENGTH OF DRIFT "N" =DRIFT LOAD 12.5 PSF BASE LOAD GA5E 2 NOTE: I. 5NOW DRIFT LOADING 15 BA5ED ON THE ASGE 7 A5 REFERENCED BY IBC, 2003. 2. SNOW DRIFT LOAD 15 MAXIMUM AT UPPER ROOF AND TAPERS TO THE BA5E 5NOW LOAD. 3. TRUNCATE DRIFT LENGTH WHERE "L" EXCEED5 BUILDING DIMEN51ONS DETAIL 2 NO 5CALE 53.I1a O O 3.1 3 9. INDICATES OVERtUILD FRAMING AREA W1jH TYPICAL METAL DECK ABOVE AND BELOW. JOIST MANUFAC RER TO DESIGN FOR ADDITIONAL 10 PSF DFITAIL AT OVERBUILD FRAMING. ! FOR TYPICAL SEE 8/S9.3. Z 10. "L -_" INDICATES SPECIAL MASONRY LINTEL. SEE S7.1 FOR MINIMUM DEPTH AND REINFORCING. 0� 11. FOR MAXIMUM ALLOWABLE MISCELLANEOUS LOADS SUPPORTED FROM ROOF JOISTS SEE 9/S9.1. 12. "(G - -j" INDICATES STEEL BEAM CAMBER. C =0" UNLESS NOTED OTHERWISE. 13. I NON- STRUCTORAL STUD WALLS NOT SHOWN. FOR LOCH LION SEE ARCHITECT. FOR BRACING AT TOP OF WALLS. SEE S10.1. �J 14. !�� j INDICATES FALL! RESTRAINT. FOR TYPICAL DETAIL SHOWING CONNECTION iYO ROOF cz Q I STRUCTURE. SEE X /SX.X. N O O I i i j \ I I I i T ? I I y ROOF FRAMING PLAN - AREA 100 I /8" =11-0° Q KEY PLAN: - -, I I r A ti r -J g -- I I I f - - I , - L-J I I 3DD I I I ' 500 100/ GYMNAiI11M 200 S E 1 1 W N 25 P5F MIN. SHOWN PER LOCAL BLDG. OFFICIAL _ MATCHLINE ^ SEES3SEE.1Ic LOAD CASE I "L"- LENGTH OF DRIFT "N" =DRIFT LOAD 12.5 PSF BASE LOAD GA5E 2 NOTE: I. 5NOW DRIFT LOADING 15 BA5ED ON THE ASGE 7 A5 REFERENCED BY IBC, 2003. 2. SNOW DRIFT LOAD 15 MAXIMUM AT UPPER ROOF AND TAPERS TO THE BA5E 5NOW LOAD. 3. TRUNCATE DRIFT LENGTH WHERE "L" EXCEED5 BUILDING DIMEN51ONS DETAIL 2 NO 5CALE 53.I1a f" Z z � � a 1-- Q N Z � N LL >- 0� o F' o o Q Z �J La cz Q J N O O Z p� a =N z _ 0 01 C Z = M L Q O 10:� u N 1- u- U 0 }'� " 3 E Q LL _E N o >- } f" exvlrscs: a)zi /oa Agency /ConstructabiRy Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY2004 SHEET S3.11 a OF: Z 0 1-- Q N Z � N LL >- 0� exvlrscs: a)zi /oa Agency /ConstructabiRy Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY2004 SHEET S3.11 a OF: Oc: O *5c Z0 0� o F' o pN Q Z La cz Q J N O O Z p� a =N U>, 0 N C Z = � Q E 10:� I O 1- u- U 0 J Q LL _E N cle >- } exvlrscs: a)zi /oa Agency /ConstructabiRy Set PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY2004 SHEET S3.11 a OF: O M I a 0 N a m 4 'O m O it E m r �5 O" 5� �S ROOF FRAMING PLAN - AREA 100 KEY PLAN : A I I I I r - - -, I L-J I I 5 e w N s' tiF m E a pi V . , r 3 O O w Eq z Q IL c� z U- L.L 0 0 x Z _O I— Q Q3 IV Z E � N W >- 0 0 < O C�5 U C) O Z" 0� H � F5 CV Q z J 1n O° O L = to U C� E S= o L C W N EXPIRES: 4/21/04 Agency /Constructebility Sef PROJECT 23025 DRAWN: McS DATE 13 FEBURAY 2004 SHEET OJT_ S3.11b OF: a o �_ ® L V N a j� � // L� G ®� 4 � Y O l u V d y Y n r 3 O O w Eq z Q IL c� z U- L.L 0 0 x Z _O I— Q Q3 IV Z E � N W >- 0 0 < O C�5 U C) O Z" 0� H � F5 CV Q z J 1n O° O L = to U C� E S= o L C W N EXPIRES: 4/21/04 Agency /Constructebility Sef PROJECT 23025 DRAWN: McS DATE 13 FEBURAY 2004 SHEET OJT_ S3.11b OF: 12 61 O N a m 4 -o m x 0 G C C MI C E 0 r ROOF FRAMING PLAN - AREA 100 z KEY PLAN : _ I I g E--, A I B E_J I I 300 I I / GfMN�M s E W N 2x TOP MOUNTED AND 3/4" U6 D SHEATHING VE5T OF I GRID I.I TYP. DGE W/ FE - TOP 36-O" z J Ow z U � O a 0 A p t' gP;E LS � § P Lu i. Z Q CL LL LL- z Y O 0 Uf o- o E t N G a 6 Z 0 N3 zE ma) w} 0E o °es c o Z" 0� 0 C, Q Z -i O Oc L 2 En U� 'c CD E = o E W N EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: MCS DATE 13FEBURAY 2004 SHEET S3.11 c OF: M i O N a w 0 „ E PLAN NOTES A. INSTALL 5 /5" ( #42/20) EXTERIOR PLYWOOD ROOF SHEATHING (5 PLY MINIMUM) TO ENTIRE ROOF AREA INDICATED WITH LAYUP A5 SHOWN (I.E. LAY PANELS LEN6THW15E PERPENDICULAR TO SUPPORTS). NAIL ALL SUPPORTED PANEL ENDS AND E06E5 WITH bD AT b" O.G. AND NAIL WITH bD AT 12' O.G. IN FIELD OF PANELS AT INTERMEDIATE SUPPORTS. B. GUT BACK AND REMOVE EXI5TIN6 ROOF FRAMING AND BEAM TAILS, ETC., A5 REQUIRED. RE- SUPPORT EXISTING FRAMING AT WALL A5 DETAILED -5EE AL50 DEMO PLANS. G. INSTALL 3/4" (#45/24) EXTERIOR PLYWOOD FLOOR SHEATHING (5 PLY MINI") WITH TONGUE AND GROOVE ON LONG ED6E5 TO ENTIRE FLOOR AREA INDICATED WITH LAYUP A5 SHOWN (I.E. LAY PANEL5 LEN6THW15E PERPENDICULAR TO SUPPORTS). NAIL ALL SUPPORTED PANEL ENDS AND EDGES WITH IOd AT b" O.G. AND NAIL WITH IOd AT 10" O.G. IN FIELD OF PANE1-5 AT INTERMEDIATE SUPPORTS. D. GUT BACK AND SLOPE GUT EXI5TIN6 FASCIA. RE- SUPPORT OVERHANG FRAMING AND FASGIA SECURE TO NEW HIP BEAM. E. FIRE - TREATED PLYWOOD ROOF SHEATHING PANEL5 REQUIRED SOUTH OF GYM WALL (GRID 3). SEE ARCHITECT FOR SPECIFIC REQUIREMENTS AND LIMITS OF APPLICATION. F. FRAME OPENINGS FOR PULL DOWN STAIR (5EE ARCHITECT FOR 51ZE AND LOCATION) WITH DBL. 2x12'5 EACH 51DE AND DBL. 2x12 HEADER WITH 5IMP50N HU52I2 -2TF HANGERS. MEZZANINE FRAMING PLAN i21 1 /5" =1' -0" 3.1 2xl2xl4' STRUCTURAL FASCIA NO SPLICES -- -� /'.1 F.O.S. 2xb OUTF BY-, MFR Im (3x) 2xbl.3E TIMBERSTRAND L5L JO15T5 ® 24" O.G. W/ 2x4 FLATS ON TOP 2xl2xb' -O" MIN. STRUGT. FASCIA W/O ^SPLICES I 2xb L5L OUTRI66ER5 BY J5T MFR ;I? CZ. 2xb I OUTRIGGERS BY J5T MFR TYP. 2x'5 ® 24" O.G F.O. NEW d 15 2x12x12' STRUCTURAL FASCIA lW0 SPLIGES 2x613E L5L JOI C%7 IT I, q 5 /b" IF I I Tom? 9 BU. HDR �® 0 (4) 56.4 Fib 5/5" PIN. 51-11 5EE NOTE A T. 6L. /� I *F `J F.O. 565 xl2x10' STRUCTURAL O 5111 ASCIA W/O SPLICES — — - - - - -- 1 i 10 ® 2!4"0.G s o EDGE OF (E) s; 2' $5155 SIM. s � i 5vs � NEW OPENINGS I III I I I 51MP50N HUG612 BELOW - -- S BELOW ------ - - - - -- - - - --- ----- - - - - -- - - - -- 611 If 56.4 4 III II Iq T NEW 565 j J v J J C1y ~II I� 556 �/ II BEL �. �. I "+ IIII gip. �. xa. x'. jZ�e 11 llll 55.1 II II j s6.4 BELOW \G(�; / 11 12%x63 6L. GIRDER 5EE NOTED \ I ( I 1 I MAT MOVER SUPPOR \z T �L O O )50 LOGATIONS (2x) FI a Y. 1a+ MAT MOVER SUPPORT O' Iii 5Y5TEM BELOW ' I r ROPE CLIMB SUPPORT Mm" (E) 12/x63 6L. GIRDER III x 1 LOGATIONS (3x) 5i I� OVERBUILD FRAMING - 12 IIII 55 i (3x) 5EE I I SIM. s62 sss DR. -- - - - - -- — _IIII _-------- - - -... - -- - - - - - -- (I�x - - -- 2250 2xbl3E TIMBERSTRAND � 1111 L51- J015T5 ® 24" O.G. -- -- --.--- IA5 RE p -- -- - -- i1i 11 h /`k. F ssls 4 (E) 5 18" PH. ROOF 5HT'6 X, ® 24" i I i I j I I V I , o I ry I i PK �HT'6 13EE NOTE A I i I I (2 Ib" TJIJ IVA _.. --- - - - - -- I O O 553 1 IIII II .o < ' SSB x ,' ,X x x (E) 2x125 56 4 51M. �x x 24" O.G. TYP. U OVERBUILD iil x FRAIMIN6- 5EE S 8 Ix- II I 5EE NOTE E z ' I III mv. K C) C) N > x x X. 14 .'zo 5 e6.2 56.4 / NOTE: ORIENT OVERBUILD TRU55E5 `t _ (qy/ NORTH /50UTH (1TO v SEE NOTE B i' mO (E) ROOF JOISTS) I' �Ix} x �. / x 4 x �a I 11 56.4 SIM. (V. I Ili /I I (E) 12!4x63 6L. 61RDER 3 m � ....I 56.1 I III I' I 0 �y/ I m. x . x. x J III l�� ,\ ry' fV le N Ln 2) 1(69" 7-11/1-695 j s SIM. q ; 56.4 55.1 � iE 63 /x1561- BELOW (E) 6 - ----- - - - - -- - - - -- - - - - -- -T_ ® 24' O.G. NEW OPENIN65 6L. (E) 2x12'5 24" O.G. TYP. %D O e' NI B.U. HDR OF (4) BELOW I 2xb'S ABOVE /' FOR NEW 2x 5 I LOUVER OPN'6 l 1 iE O BM 56.1 s6.2 - SE I5 j SEE 8 -- - ss.i - —(E) b�4;x15 GL. B.U. HDR OF (2) 2xb'5 ABOVE LOUVER OPN'G SEE IS - - - -x' v' J. m\. m \. N x W L w N 1z W / ) O FOR TYPICAL ROOF d MEZZANINE FRAMING NOTE-5 5EE SHEET 53.15b ROOF FRAMING PLAN 1 BUILDING 500 n 1/69" =1' -0" ,/ IL F.O. (EG ) I I YM- 1 m �I IW b y;F— s6s bXb I f l LOUVE - -- FRM'G 552 a l 3.8 WC4 c KEY PLAN: r ti r g - -, A i L - - -J ` -' i i 300 Lj 400 VVI 100/ 200 S E W N G EXISTING GONDITIONS THE DRAWINGS CONTAIN REFERENCE TO EX15TING GOOITIONS, MATERIALS, FURNI5HIN65, AND EQUIPMENT. THE INFORMATION 15 DEVELOPED FROM EXI5TIN6 DRAWINGS AND 51TE AND BUILDIN6 OBSERVATIONS, AND 15 PROVIDED FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL EXI5TIN6 CONDITIONS $ DIMEN51ON5. IT 15 TO BE ASSUMED THE BUILDING 15 NOT LEVEL, SQUARE, OR PLUMB. SUBMITTING A BID SHALL INDICATE THE GONTRAGTORS ACCEPTANCE OF THE EXI5TIN6 GONDITIONS, AND WILLIN6NE55 TO PROVIDE THE LABOR MATERIALS AND EQUIPMENT NECE55APY TO COMPLETE THE WORK INTENDED BY THE CONTRACT DOCUMENTS. w O Lo Z m z Q CL z Cie 0 0 H3 Z� W >- 1C O� 0 t� 0 0 � ci Qz° J O 0 O .0 N U _V C U J E W EXPIRES. 4/21/04 Agency /Constmcta1T1y Set PROJECT 23025 DRAWN: dm DATE 13 FEBURAY 2004 SHEET S3.15a OF: z o, W o ®L ppp pO V N ® a � v z Y a U " v n 3 E 0 L Lu w O Lo Z m z Q CL z Cie 0 0 H3 Z� W >- 1C O� 0 t� 0 0 � ci Qz° J O 0 O .0 N U _V C U J E W EXPIRES. 4/21/04 Agency /Constmcta1T1y Set PROJECT 23025 DRAWN: dm DATE 13 FEBURAY 2004 SHEET S3.15a OF: n M I 0 0 N a w 0 E' r PLAN NOTES A. INSTALL 3/4" ( #48/24) EXTERIOR PLYWOOD ROOF 5HEATHIN6 (5 PLY MINIMUM) WITH TONGUE AND 6ROOVE ON LONG ED6E5 TO ENTIRE ROOF AREA INDICATED WITH LAYUP AS SHOWN (I.E. LAY PANELS LENGTHWISE PERPENDICULAR TO SUPPORTS). NAIL ALL SUPPORTED PANEL EN05 AND EOCE5 WITH 8d AT 6" O.G. AND NAIL WITH 8d AT 12" a O.G. IN FIELD OF PANELS AT INTERMEDIATE SUPPORTS. -EDGE OF (E) u HIGH ROOF B. INSTALL 5/8" ( #42/20) EXTERIOR PLYWOOD ROOF SHEATHING (5 PLY MINIMUM) TO F.O. (E) ENTIRE ROOF AREA INDICATED WITH LAYUP AS SHOWN (I.E. LAY PANELS LEN6THW15E 5HT'6 PERPENDICULAR TO 5UPPORTS). NAIL ALL SUPPORTED PANEL EN05 AND ED6E5 WITH Sd AT b" D.G. AND NAIL WITH Sd AT 12" O.G. IN FIELD OF PANELS AT INTERMEDIATE O SUPPORTS. -- - - - - -- j> G. INSTALL 3/4" ( #48/24) EXTERIOR PLYWOOD FLOOR SHEATHING (5 PLY MINIMUM) WITH i TONGUE AND 6ROOVE ON LON6 ED6E5 TO ENTIRE FLOOR AREA INDICATED WITH j LAYUP AS SHOWN (I.E. LAY PANELS LENGTHWISE PERPENDICULAR TO SUPPORTS). NAIL �0 ALL SUPPORTED PANEL ENDS AND ED6E5 WITH IOd AT b" O.G. AND NAIL WITH IOd AT 17- 10" O.G. IN FIELD OF PANELS AT INTERMEDIATE SUPPORTS. D. REMOVE EXI5TIN6 ROOF STRUCTURE AND 5UPPORTIN6 WALL5 AND COLUMNS, ETC., AS SPECIFIED AND DETAILED -SEE AL50 DEMO PLANS. E. GUT BACK AND REMOVE EXI5TIN6 ROOF FRAMIN6 AND BEAM TAILS, ETC., AS (E) 124x63 6L. IIi REQUIRED. RE- SUPPORT EXISTING FRAMING AT WALL AS DETAILED -5EE AL50 DEMO GIRDER' r PLANS. I I� F. UN -BOLT EXI5TIN6 STEEL COLUMN (ABOVE FLOOR) FROM EXISTING 6LULAM FLOOR BEAM AND REMOVE AFTER DEMOLITION OF EXI5TIN6 ROOF STRUCTURE ABOVE. I I 6. SHORE EXI5TI% FLOOR FRAMING AND 34 6L. BEAM; GUT NEW OPENIN65 AND INSTALL +f NEW HEADER BEAM5; ATTACH 6L. BEAM TO NEW FRAMIN6 AS REQUIRED. H. FIRE TREATED PLYWOOD ROOF SHEATHING PANELS REQUIRED EACH SIDE OF ALL ALON6 &RID q. SEE ARCHITECT FOR SPECIFIC REQUIREMENT5 AND LIMITS OF APPLICATION. (E) I2V4x63 &L. IL 4 O 0 O O GIRDER j _ t I --.A- 5 ti• I 55 2\\R 2 xl0 I6 O.G. I I -151M.� %j U ( 0 MEZZANINE FRA I/8" =1' -0" O G PLAN r3`\ EXISTING GONDITION5 THE DRAWIN65 CONTAIN REFERENCE TO EX15TING CONDITIONS, MATERIALS, FURNI5HIN65, AND EQUIPMENT. THE INFORMATION 15 DEVELOPED FROM EXI5TIN5 DRAWINGS AND 517E AND BUILDING OBSERVATIONS, AND 15 PROVIDED FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS 4 DIMENSIONS. IT 15 TO BE ASSUMED THE BUILDING 15 NOT LEVEL, SQUARE, OR PLUMB. 5UBMITTIN6 A BID SHALL INDICATE THE CONTRACTORS ACCEPTANCE OF THE EXISTING CONDITIONS, AND WILLI%NE55 TO PROVIDE THE LABOR MATERIALS AND EQUIPMENT NEGE55ARY TO COMPLETE THE WORK INTENDED BY THE CONTRACT DOCUMENTS. 3/4' PH. E SEE NOTE APP'L JOISTS 0 2' -0" TYP. (E) 124x63 6L. I I GIRDER � (E) 6 4 GL. -- j F.O. ® 6YM I V O O I I I i I � , i � I t - -- Y7 56� AT FASCIA BELOW j Opp .HAND a 4 51M. , 2xb ® 24" O.G.; SIM. AT (E) I I OVERBUILD 6/ HIGH ROOF FRAMING- . I 'SEE 1 4 I I II In q �L1 i I 11 v 55.1 xll , Cpl vi (E) 2xb ® OII !un XI X 19 24" O.G. li 01 111�'l 1'I 14' 56.1 H16H NEW COL (7 BELOW HIP }g\ x )HI /C}i-- S 2 SzH LOW SEE NOTE E P E I C xv �a I lz I I - I • III NOTE H SEE NO B 54'x14" ID IO P W33x118 � � I 2 2' -0" TYP. SEE NO 2 z \�1� • rt r: �I�ill`�� 54 "x14" P5L NO�' ME Ib" TJI/L65 ® 24" O.G. N I F v - I V III � N •L'•� 3� "A4" �'ll� I W33x118 4 I B.U. HDR N (4) 2x8 BELOW 16" TJI/L65 ® 24" O.G. I 2XI2XIO'-O" MIN. STRUCTURAL FASCIA W/O SPLICES 2x8 L5L 2x8 L5L OUTRI&5ER5 OUTRI66ER5 BY J5T MFR BY JST MFR -- - -- -- - -- -- -- - 4 BELOW 11 AT FASCIA 563 SIM. 56.4 BELON 5 2x'5 ®24" O.G. 2xl2xl2' STRUCTURAL 56.2 2xl2xl2' 5TRUGTUF FA501A W/O 5PLIGE5 FA561A W/O 5PLI six 0 N � IIi� ® II.V� fit r I�I► •; r r:I�� 1� -151M.� %j U ( 0 MEZZANINE FRA I/8" =1' -0" O G PLAN r3`\ EXISTING GONDITION5 THE DRAWIN65 CONTAIN REFERENCE TO EX15TING CONDITIONS, MATERIALS, FURNI5HIN65, AND EQUIPMENT. THE INFORMATION 15 DEVELOPED FROM EXI5TIN5 DRAWINGS AND 517E AND BUILDING OBSERVATIONS, AND 15 PROVIDED FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS 4 DIMENSIONS. IT 15 TO BE ASSUMED THE BUILDING 15 NOT LEVEL, SQUARE, OR PLUMB. 5UBMITTIN6 A BID SHALL INDICATE THE CONTRACTORS ACCEPTANCE OF THE EXISTING CONDITIONS, AND WILLI%NE55 TO PROVIDE THE LABOR MATERIALS AND EQUIPMENT NEGE55ARY TO COMPLETE THE WORK INTENDED BY THE CONTRACT DOCUMENTS. 3/4' PH. E SEE NOTE APP'L JOISTS 0 2' -0" TYP. (E) 124x63 6L. I I GIRDER � (E) 6 4 GL. -- j F.O. ® 6YM I V O O I I I i I � , i � I t - -- Y7 56� AT FASCIA BELOW j Opp .HAND a 4 51M. , 2xb ® 24" O.G.; SIM. AT (E) I I OVERBUILD 6/ HIGH ROOF FRAMING- . I 'SEE 1 4 I I II In q �L1 i I 11 v 55.1 xll , Cpl vi (E) 2xb ® OII !un XI X 19 24" O.G. li 01 111�'l 1'I 14' 56.1 H16H NEW COL (7 BELOW HIP }g\ x )HI /C}i-- S 2 SzH LOW I { 1 I I f I II 2x12xl2' 5TRUCTURAL FASCIA W/O 5PLIGE5 2x5 ® 24" O.G. _[t - 56xI56L SEE NOTE E P E I C xv �a I lz I I - I • III NOTE H SEE NO B 54'x14" ID IO P W33x118 � � I 2 2' -0" TYP. SEE NO 2 z 54 "x14" P5L Ib" TJI/L65 ® 24" O.G. N I F v - I V III � N •L'•� 3� "A4" �'ll� I { 1 I I f I II 2x12xl2' 5TRUCTURAL FASCIA W/O 5PLIGE5 2x5 ® 24" O.G. _[t - 56xI56L TJI/LgO ® 24" TO 2250'5TD 55.1 car 1 ALT.[) 56 2 BEL W TJI BLK 2x12x12' STRUCTURAL I FASCIA W/O 5PLIGE5 i 2x'5 ® 24" O.G. --,\ , B.U. HDR (2) 2x8 1 ry II N l II III B.U. HDR (2) 2x8 f q ( LOUVER 55.1 OPN'6 xx BELOW C4 0 I` a ry 4i IIi I I I .1 SIMI I ' 4 I 4 BLOW " TJI/L65 ® 24" O.G. lz I JJI.ry-. I I 51M � f x'x { ({ ` 6 - , 1 sbs (E)12xb s6s Ib 'D X11 CL ®124" O.G. u� u) u l k x l° mom° nA°I::I N m�a!!, m�Y.; D �� I � � m � I I In u� cC � ,,•. ?i - �� w v < lz lz 365 _6X8 F2 T 4 FY7PLAN A IL ti r-_ B - --, 0 - - -J r -_ i i 300 E_J 500 100/ crM "wcuM 200 S E W N I' I W33xn8 ! MEZZANINE FRAMING PLAN z III I I I v roI I/8 " =1' -O" 3.156 'I 31/2 "x14" P5L o ROOF & MEZZANINE FRAMING NOTES SEE NOTE H 6� 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ® 12 SIM. In � 56.4 (2x) 2. ALL FRAMING MEMBERS INDICATED ( (E) XXX OR EXIST. XXX): WOOD JOISTS; GLU -LAM AND SAWN TIMBER `z CN I BEAMS; AND BUILT -UP WOOD STUD GLULAM AND STEEL COLUMNS I SEE NOTE E P E I C xv �a I lz I I - I 562 NOTE H SEE NO B 54'x14" ID IO P TJI/LgO ® 24" TO 2250'5TD 55.1 car 1 ALT.[) 56 2 BEL W TJI BLK 2x12x12' STRUCTURAL I FASCIA W/O 5PLIGE5 i 2x'5 ® 24" O.G. --,\ , B.U. HDR (2) 2x8 1 ry II N l II III B.U. HDR (2) 2x8 f q ( LOUVER 55.1 OPN'6 xx BELOW C4 0 I` a ry 4i IIi I I I .1 SIMI I ' 4 I 4 BLOW " TJI/L65 ® 24" O.G. lz I JJI.ry-. I I 51M � f x'x { ({ ` 6 - , 1 sbs (E)12xb s6s Ib 'D X11 CL ®124" O.G. u� u) u l k x l° mom° nA°I::I N m�a!!, m�Y.; D �� I � � m � I I In u� cC � ,,•. ?i - �� w v < lz lz 365 _6X8 F2 T 4 FY7PLAN A IL ti r-_ B - --, 0 - - -J r -_ i i 300 E_J 500 100/ crM "wcuM 200 S E W N I' I W33xn8 ! MEZZANINE FRAMING PLAN z III I I I v roI I/8 " =1' -O" 3.156 'I 31/2 "x14" P5L o ROOF & MEZZANINE FRAMING NOTES SEE NOTE H 6� 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ® 12 SIM. In � 56.4 (2x) 2. ALL FRAMING MEMBERS INDICATED ( (E) XXX OR EXIST. XXX): WOOD JOISTS; GLU -LAM AND SAWN TIMBER `z CN I BEAMS; AND BUILT -UP WOOD STUD GLULAM AND STEEL COLUMNS I z P E 16" TJI 5 ® 24" G. lz I 5/8" PW. '6 oo U I SEE NO B 54'x14" P5L W33x118 RID6E I 2 2' -0" TYP. SEE NO 2 z 54 "x14" P5L Ib" TJI/L65 ® 24" O.G. N I F v - I V III N I 1 3� "A4" P5L I W33x118 4 I B.U. HDR N (4) 2x8 BELOW 16" TJI/L65 ® 24" O.G. I 2XI2XIO'-O" MIN. STRUCTURAL FASCIA W/O SPLICES 2x8 L5L 2x8 L5L OUTRI&5ER5 OUTRI66ER5 BY J5T MFR BY JST MFR -- - -- -- - -- -- -- - 4 BELOW 11 AT FASCIA 563 SIM. 56.4 BELON 5 2x'5 ®24" O.G. 2xl2xl2' STRUCTURAL 56.2 2xl2xl2' 5TRUGTUF FA501A W/O 5PLIGE5 FA561A W/O 5PLI 1-- OVERBUILD FRAMING (NOTE ORIENTATION OF FRAMIN6 5EE�? 4 8 �(E) 2x8 ® 24" O.G. O O ® OVERHAN65 TYP. O O ROOF FRAMING PLAN It BUILDING 500 NORTH CURRENTLY EXIST (FIELD VERIFY) AT F1 ROOF OR MEZZANINE LEVEL AND BELOW OF EXISTING BUILDING(S) UNLESS NOTED OTHERWISE. EXISTING POSTS AND COLUMNS, ETC., BEGIN ATOP FOUNDATION LEVEL OF EXISTING MAIN FLOOR AND EXTEND TO all SUPPORT EXISTING ROOF FRAMING MEMBERS, ETC., SHOWN ON PLANS UNLESS NOTED OTHERWISE. 3. I+ INDICATES STRUCTURAL WALL EXTENDING TO ROOF STRUCTURES. Z 1 14 INDICATES STRUCTURAL HEADER. SEE 9/S5.1 FOR FRAMING. O �•4 4. ^�" INDICATES NEW BEAM OR HEADER. Q 3 maj 5. '(G =J" INDICATES CAMBER REQUIRED AT CENTERLINE OF GLULAM BEAMS N 5' UNLESS NOTED OTHERWISE. C = 0" UNLESS NOTED OTHERWISE. N N •kj 6. FOR LATERAL SUPPORT /BRACE FOR INTERIOR NON- BEARING WALLS, 0 PARTITIONS, ETC., SEE 1/S5.1 THRU 6/S5.1. O c 7. FOR CONNECTION AT NEW ROOF FOR SUPPORT OF NON- BEARING � �3 Al2 WALLS EXTENDING TO ROOF STRUCTURE SEE 7/S5.1 AND 8/S5.1. U �•4 (4 0,5 x) 8• INDICATES EXISTING COLUMN OR POST BELOW ROOF SUPPORTING EXISTING BEAM OR HEADER INDICATED. N Q d I 9. o INDICATES NEW COLUMN, POST, OR BUILT -UP COLUMN FOR SUPPORT OF BEAM OR HEADER SHOWN. p Z j 10. FOR FRAMING AROUND MECHANICAL PENETRATIONS THRU WOOD STUD WALLS SEE 9/S5.1. FOR LOCATIONS OLo O AND SIZE OF OPENINGS SEE MECHANICAL PLANS AND DETAILS. (' Q of 11. ALL NEW PLUMBING PIPES, ETC., FOR MECHANICAL UNITS AND OVERHEAD DOMESTIC WATER AND SPRINKLERS Z TO BE SUSPENDED FROM NEW ROOF STRUCTURE PER 9/S6.1 AND 11/S6.1 AT TJI FRAMING AREAS. Q Z 56.2 12. FOR TYPICAL DETAIL OF HANGING LOADS FROM NEW ROOF STRUCTURE AT TJI FRAMING AREAS SEE 10/S6.1. m J Q 13. FOR ALLOWABLE PENETRATIONS THROUGH NEW OR EXISTING GLULAM BEAMS AND WALL STUDS AND THROUGH Z O U PLYWOOD JOISTS SEE 12/S6.1. Q = N 14. TRUS -JOIST MANUFACTURER PLEASE NOTE: SEE SPECIFIC REQUIREMENTS LISTED UNDER STRUCTURAL CL U A �- - - - -0 GENERAL NOTES (SNOW DRIFT, WIND UPLIFT, ETC.). ADDITIONALLY TJI JOISTS SHOULD BE SUPPLIED BY THE (� N c MANUFACTURER WITH THE PRE - DRILLED 1.5" DIAMETER KNOCKOUT VENT HOLES AT 12" O.C. ALONG THE TOP Z = � OF THE JOIST WEB REMOVED. ALL TJI BLOCKING PANELS TO BE SUPPLIED BY THE MANUFACTURER WITH U1 E B.U. HDR SLOTTED VENT HOLES IN TOP OF JOIST WEB AS NOTED IN DETAILS. Q _ (4) 2x10 15. VENT HOLES CUT THRU STRUCTURAL ROOF SHEATHING (TYPICALLY BELOW OVER -BUILD ROOF AREAS) ARE TO << O BE LOCATED BETWEEN ROOF JOISTS; ARE TO BE LOCATED PER ARCHITECTURAL ROOF PLAN(S); AND ARE ILL L U NOT TO BE OVERCUT. ROUND HOLES OF EQUAL AREA TO SQUARE OR RECTANGULAR HOLES MAY BE CUT AT O -� E CONTRACTOR'S OPTION. Q L 16. ALL PIPING AND PLUMBING RUNS PARALLEL TO NEW GLU -LAM AND SAWN TIMBER BEAMS SHALL BE 563' SUPPORTED AT THE COLUMNS THAT SUPPORT SUCH BEAMS AND /OR FROM THE BEAMS PROVIDED THE Ir. SUPPORT BRACKETS, ETC., ARE LOCATED WITHIN THE ONE- FOURTH OF THE BEAM SPAN LENGTH MEASURED FROM THE SUPPORTED COLUMN. ALL PIPE SUPPORT BRACKETS TO BE PROPERLY DESIGNED TO SUPPORT ASSOCIATED LOAD(S) AND ARE TO BE ANCHORED TO BEAM(S) ABOVE MID -DEPTH OF BEAM(S). ADDITIONAL PRE- MANUFACTURED TRUSSES AND /OR TJI ROOF JOISTS ARE TO BE ADDED BY MANUFACTURER AS REQUIRED TO SAFELY SUPPORT THE PIPING LOADS WHERE PIPING RUNS PARALLEL OR PERPENDICULAR TO TRUSSES AND JOISTS. SEE ALSO NOTE 11. 17. ' .X�C #'.'. INDICATES MECH. UNIT OR ELECTRICAL TRANSFORMER SUSPENDED FROM NEW ROOF FRAMING OR SUPPORTED ON NEW FLOOR FRAMING. TRUS -JOIST MANUFACTURER TO DESIGN JOISTS AND /OR PROVIDE EXPIRES 4/21/04 ADDITIONAL JOISTS AS REQUIRED TO SAFELY SUPPORT UNIT ALONG WITH DESIGN LIVE AND DEAD LOADS Agency /ConstructabilitySet FROM DESIGN CRITERIA IN THE STRUCTURAL GENERAL NOTES ON SHEET S0.1. FOR SUPPORT OF MECHANICAL PROJECT 23025 UNITS, ETC., SUSPENDED FROM TRUS -JOIST ROOF FRAMING SEE 10/S6.1. TRUSS MANUFACTURER, TJI MANUFACTURER, AND THE GENERAL CONTRACTOR TO COORDINATE LOCATION AND WEIGHTS OF MECHANICAL DRAWN: dm a UNITS WITH APPROPRIATE SUBCONTRACTORS, ETC. NOTE: WEIGHTS OF UNITS NOT TO EXCEED THAT SHOWN DATE 13 FEBURAY 2004 WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 18. INDICATES SPECIAL WOOD STUD WALL TYPE AND PLYWOOD SHEATHING REQUIREMENTS. SEE 12/S5.1 FOR SCHEDULE. SHEET 19. FOR OPENINGS THROUGH NEW OR EXISTING STUD WALLS AT MAIN FLOOR AND AT ATTIC FLOORS FOR S 3 • 5 b MECHANICAL PENETRATIONS, ETC., SEE 9/S5.1. 20. ( ? ?x) INDICATES QUANTITY OF SPECIFIC DETAIL, ETC., UTILIZED ON DRAWING. OF: 21. FOR WOOD FRAME CEILING SCHEDULE SEE 22/S5.2. z P E oo U z ®� U v V CURRENTLY EXIST (FIELD VERIFY) AT F1 ROOF OR MEZZANINE LEVEL AND BELOW OF EXISTING BUILDING(S) UNLESS NOTED OTHERWISE. EXISTING POSTS AND COLUMNS, ETC., BEGIN ATOP FOUNDATION LEVEL OF EXISTING MAIN FLOOR AND EXTEND TO all SUPPORT EXISTING ROOF FRAMING MEMBERS, ETC., SHOWN ON PLANS UNLESS NOTED OTHERWISE. 3. I+ INDICATES STRUCTURAL WALL EXTENDING TO ROOF STRUCTURES. Z 1 14 INDICATES STRUCTURAL HEADER. SEE 9/S5.1 FOR FRAMING. O �•4 4. ^�" INDICATES NEW BEAM OR HEADER. Q 3 maj 5. '(G =J" INDICATES CAMBER REQUIRED AT CENTERLINE OF GLULAM BEAMS N 5' UNLESS NOTED OTHERWISE. C = 0" UNLESS NOTED OTHERWISE. N N •kj 6. FOR LATERAL SUPPORT /BRACE FOR INTERIOR NON- BEARING WALLS, 0 PARTITIONS, ETC., SEE 1/S5.1 THRU 6/S5.1. O c 7. FOR CONNECTION AT NEW ROOF FOR SUPPORT OF NON- BEARING � �3 Al2 WALLS EXTENDING TO ROOF STRUCTURE SEE 7/S5.1 AND 8/S5.1. U �•4 (4 0,5 x) 8• INDICATES EXISTING COLUMN OR POST BELOW ROOF SUPPORTING EXISTING BEAM OR HEADER INDICATED. N Q d I 9. o INDICATES NEW COLUMN, POST, OR BUILT -UP COLUMN FOR SUPPORT OF BEAM OR HEADER SHOWN. p Z j 10. FOR FRAMING AROUND MECHANICAL PENETRATIONS THRU WOOD STUD WALLS SEE 9/S5.1. FOR LOCATIONS OLo O AND SIZE OF OPENINGS SEE MECHANICAL PLANS AND DETAILS. (' Q of 11. ALL NEW PLUMBING PIPES, ETC., FOR MECHANICAL UNITS AND OVERHEAD DOMESTIC WATER AND SPRINKLERS Z TO BE SUSPENDED FROM NEW ROOF STRUCTURE PER 9/S6.1 AND 11/S6.1 AT TJI FRAMING AREAS. Q Z 56.2 12. FOR TYPICAL DETAIL OF HANGING LOADS FROM NEW ROOF STRUCTURE AT TJI FRAMING AREAS SEE 10/S6.1. m J Q 13. FOR ALLOWABLE PENETRATIONS THROUGH NEW OR EXISTING GLULAM BEAMS AND WALL STUDS AND THROUGH Z O U PLYWOOD JOISTS SEE 12/S6.1. Q = N 14. TRUS -JOIST MANUFACTURER PLEASE NOTE: SEE SPECIFIC REQUIREMENTS LISTED UNDER STRUCTURAL CL U A �- - - - -0 GENERAL NOTES (SNOW DRIFT, WIND UPLIFT, ETC.). ADDITIONALLY TJI JOISTS SHOULD BE SUPPLIED BY THE (� N c MANUFACTURER WITH THE PRE - DRILLED 1.5" DIAMETER KNOCKOUT VENT HOLES AT 12" O.C. ALONG THE TOP Z = � OF THE JOIST WEB REMOVED. ALL TJI BLOCKING PANELS TO BE SUPPLIED BY THE MANUFACTURER WITH U1 E B.U. HDR SLOTTED VENT HOLES IN TOP OF JOIST WEB AS NOTED IN DETAILS. Q _ (4) 2x10 15. VENT HOLES CUT THRU STRUCTURAL ROOF SHEATHING (TYPICALLY BELOW OVER -BUILD ROOF AREAS) ARE TO << O BE LOCATED BETWEEN ROOF JOISTS; ARE TO BE LOCATED PER ARCHITECTURAL ROOF PLAN(S); AND ARE ILL L U NOT TO BE OVERCUT. ROUND HOLES OF EQUAL AREA TO SQUARE OR RECTANGULAR HOLES MAY BE CUT AT O -� E CONTRACTOR'S OPTION. Q L 16. ALL PIPING AND PLUMBING RUNS PARALLEL TO NEW GLU -LAM AND SAWN TIMBER BEAMS SHALL BE 563' SUPPORTED AT THE COLUMNS THAT SUPPORT SUCH BEAMS AND /OR FROM THE BEAMS PROVIDED THE Ir. SUPPORT BRACKETS, ETC., ARE LOCATED WITHIN THE ONE- FOURTH OF THE BEAM SPAN LENGTH MEASURED FROM THE SUPPORTED COLUMN. ALL PIPE SUPPORT BRACKETS TO BE PROPERLY DESIGNED TO SUPPORT ASSOCIATED LOAD(S) AND ARE TO BE ANCHORED TO BEAM(S) ABOVE MID -DEPTH OF BEAM(S). ADDITIONAL PRE- MANUFACTURED TRUSSES AND /OR TJI ROOF JOISTS ARE TO BE ADDED BY MANUFACTURER AS REQUIRED TO SAFELY SUPPORT THE PIPING LOADS WHERE PIPING RUNS PARALLEL OR PERPENDICULAR TO TRUSSES AND JOISTS. SEE ALSO NOTE 11. 17. ' .X�C #'.'. INDICATES MECH. UNIT OR ELECTRICAL TRANSFORMER SUSPENDED FROM NEW ROOF FRAMING OR SUPPORTED ON NEW FLOOR FRAMING. TRUS -JOIST MANUFACTURER TO DESIGN JOISTS AND /OR PROVIDE EXPIRES 4/21/04 ADDITIONAL JOISTS AS REQUIRED TO SAFELY SUPPORT UNIT ALONG WITH DESIGN LIVE AND DEAD LOADS Agency /ConstructabilitySet FROM DESIGN CRITERIA IN THE STRUCTURAL GENERAL NOTES ON SHEET S0.1. FOR SUPPORT OF MECHANICAL PROJECT 23025 UNITS, ETC., SUSPENDED FROM TRUS -JOIST ROOF FRAMING SEE 10/S6.1. TRUSS MANUFACTURER, TJI MANUFACTURER, AND THE GENERAL CONTRACTOR TO COORDINATE LOCATION AND WEIGHTS OF MECHANICAL DRAWN: dm a UNITS WITH APPROPRIATE SUBCONTRACTORS, ETC. NOTE: WEIGHTS OF UNITS NOT TO EXCEED THAT SHOWN DATE 13 FEBURAY 2004 WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 18. INDICATES SPECIAL WOOD STUD WALL TYPE AND PLYWOOD SHEATHING REQUIREMENTS. SEE 12/S5.1 FOR SCHEDULE. SHEET 19. FOR OPENINGS THROUGH NEW OR EXISTING STUD WALLS AT MAIN FLOOR AND AT ATTIC FLOORS FOR S 3 • 5 b MECHANICAL PENETRATIONS, ETC., SEE 9/S5.1. 20. ( ? ?x) INDICATES QUANTITY OF SPECIFIC DETAIL, ETC., UTILIZED ON DRAWING. OF: 21. FOR WOOD FRAME CEILING SCHEDULE SEE 22/S5.2. NOTE: LOCATE JOINTS AT NON - BEARING WALL5 WHERE POSSIBLE - SUBMIT PATTERN TO ARCH. FOR APPROVAL 1/8" 5AWGUT x 1/4 5LA13 DEPTH FILL W/ MASTIC SAW WITHIN 4 TO 12 HOURS OF POURING SLAB FIBERME5H REINFORGED� GONG. SLAB ON GRADE TYPICAL CONTROL JOINT FOR SLAB ON GRADE Ix2 NOM. SHEAR KEY ® MID - DEPTH � TOOLED JOINT R =1/8" 2' -0" 12" TYPICAL CONSTRUCTION JOINT FOR SLAB ON GRADE SECTION NO SCALE PIPE PARALLEL TO WALL- FOOTING FOOTING I -- WALL OR COL. BEYOND I 1 #4 - EXTEND 2' -0" PAST I EA. EDGE OF OPENING (HOOK 6AR5 THAT CAN- NOT BE EXTENDED) I i SLAB JOINT AT OPENIN6 y ~ -FDN. WALL BEYOND - SEE ARCH FOR EXACT (DISCONTINUE AT LOCATION OPENIN(5) _ z NORMAL FTG CONT. ACROSS OPENING (REINF. NOT 5HOW0 TYPICAL SLAB AT INTERIOR BEARING WALL OPENING SECTION 2 54.1 NO 5GALE 54.1 CONCRETE BAGKFILL BELOW FT6 U I EXCAVATION WIDTH OF PERMITTED BELOV4 FT6 MIN. PRIOR TO LOADING 11, ��$boago TYPICAL FOR PARALLEL PIPES ADJACENT TO FOOTINGS e� NOTES: I. FOUNDATIONS SHALL NOT BE LOADED PRIOR TO GOMPLET1% s° STRUCTURAL BAGKFILL UNDER 4 NEAR FOOTIN65. �O 2. CONCRETE BAGKFILL SHALL BE USED UNDER FOOTIN65 WHERE 95% g� �o0 � COMPACTION CANNOT BE ACCOMPLISHED. 3. ALL 5TR1GTURAL BAGKFILL NOTED SHALL BE COMPACTED TO q5% STRUCTURAL OF MAX. DENSITY PER ASTM. BAGKFILL WITHIN 4. A PIPE SLEEVE SHALL BE PROVIDED FOR SHALLOW PIPES (2) TIMES THE TRENCH CAST IN CONCRETE. DEPTH EACH SIDE 5. PIPES SHALL NOT BE PLACED IN THE FOOTIN6 WITHOUT SPECIFIC OF FOOTING APPROVAL FROM THE ENGINEER. b. FOR VARIATIONS CONTACT ENGINEER. TYPICAL FOR PERPENDICULAR PIPES UNDER FOOTINGS NOTE: DEPRE55 AND /OR SLOPE NEW SLAB AT SHOWERS, ETC., - GOORD. tN/ ARCH. EXISTING SLAB SLAB ON ON 6RADE GRADE -- - - - - -- VV MIN. �3 "MIN. 2" MIN. \ \, #4xl' -b" ® 24" O.G. DRILL 5" INTO 3" 3" 3" EXIST. SLAB TYPICAL SLAB AT EXISTING SLAB SECTION II NO 50ALE 54.1 E *AT (E) FT65 PROVIDE a #5x2' -10" EPDXY- 6ROUTED In HORIZ. DOWELS TO LAP J 1 W/ ALL #45- EMBED 10" MIN. °o o N SAW GUT 4 REMOVE (E) SLAB - REPLACE AS SHOWN 4" TYP. o (E) 4" SLAB a ON 6RADE� N czE 31 IN GLR o FIRM COMPACTED SEE PLANS o NATIVE 501L W.. h TRANSVERSE REINF. t AT "W" = Ib " +18" - #5 ® 32" O.G. AT "W" = 24 " -- #5 ® 24" O.G. E 1 AT "W" = 36 " -- #5 ® 18` O.G i SECTII N I " =1' -0" SEE PLANS 12 4 5GHEDULE ss.l 5HT'6 PER PLAN 2X T W/ (2) 16D ® I6" O.G. 3X TRTV It 12 W/ A.B.'S PER 55.1 -EASE ED6E5 4 FILL W/ SEALANT (4) #5'5 GONT. REPLACE A.1525 VDU EPC 6ROUTED ALL- THREAD RODS OVER (E) FT65- EMBED 8" MIN. PET #4x2' -0" ®18" O.G. DRILL 5" INTO EXISTING SLAB - SLAB ON GRADE Q BLOGKOUT FDN WALL OPN'6 - FOR THICKNE55 OF SLAB SEE ARCH. 30# BLDG PAPER BTM WALL 3 SLAB - ----, (1) #4 - EXTEND 2' -0" PAST EA. E06E OF OPN'6 (HOOK BARS THAT CANNOT BE EXTENDED) #4x3' -O" AT 12" O.G. AT OPENING 2" GLR - INSULATION SEE ARCH. �NORMAL GONT. FDN WALL E FT6 (REINF. NOT SHOW -TOP HORIZ. REINF. SAME AS NORMAL WALL TOP REINF. - LAP W/ NORMAL WALL TOP HORIZ. I' -b" MIN. EA. E06E OF OPENING TYPICAL FIBER REINFORCED SLAB AT EXTERIOR OPENING SECTION #6x2' -O" HORIZ. DONEL5 NOTE: AT FDN WALL TO LAP WITH ALL HORIZ. DRILL TO WITHIN 2" OF REINF. IN FDN WALL OPPOSITE E06E - d FTG - DRILL INTO EMBED 5" MIN. EXISTING CONCRETE (E) FDN WALL 4 EPDXY GROUT 2" MIN. NEW FDN WALL I 1 I 10" I - 1 I (E) FT6 NEW FTG TYPIGAL F NDATION AT EXISTING FOUNDATION SECTION NO SCALE 54.1 #4 GONT. - EXTEND #4x2' -O" ® 18" O.G. 2 -0 PAST EA. -DRILL 5" INTO E06E OF OPN'6 EXIST. SLAB EXIST. SLAB ON GRADE TYPICAL SLAB AT EXISTING DOOR SECTION 12 NO SCALE 54.1 MARK DIMENSIONS REINF. EA. WAY . W "T" F3.0 3' -0" 12" (3) #4 F3.5 3' -6" 12" (4) #5 F4.0 4' -O" 12" (5) #5 F4.5 4' -6" 14" (4) #6 F5.0 5' -0" 16- (5) #b F5.5 5' -6` 18" (b) #b Fb.O b' -O" IS" (b) #7 NO SCALE NOTES: I. VERT. REINF. SHOWN 15 LAP SPLICES- SEE ADD'L IF NORMAL STEM GENERAL NOTES WALL REINF. 15 NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME 51ZE 4 5PAGIN6 AS HORIZ. REINF. 3. 51D HOOK MAY BE SUBSTITUTED FOR -- CORNER BARS PLACE CORNER BARS ALTERNATELY AS 5HOWN 3" MAX. . I" MIN I" GLR TYPICAL REINFORGIN6 PLACEMENT PLAN FOR CONCRETE STEM WALL5 SECTION ib_�) #4 GONT. - EXTEND 2' -0" PAST EA. EDGE OF OPN'6 EXIST. SLAB ON GRADE 'f- DEMO EXIST. FDN WALL TO BOT. OF EXIST. SLAB TYPICAL SLAB AT NEW OPENING IN EXISTING WALL _ SECTION 13 NO SCALE 54.1 MARK DIMENSIONS REINF EA. WAY .Pq "T" FB.OT 8' -O" 2b' 12" 15" (8) #7 BOT. (e) #6 TOP (5) #5 1 (5) #b F2.0/4.0 2'- O "x4' -O" (3) F3.0/1=5.0 B'- O "x5' -O" (4) REINF. (EVENLY SPACED) y "W" (EA. WAY) I 2" F6.5 b' -b" 21" (6) #7 GLR #1 130T F7.0T 7' -0" 24 (7) #b TOP b" MAX. TYP. my FB.o e' -o" 24" (8) #7 SECTION NOTES: I. CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPT AS 5HOWN OTHERWISE. 2. FOOTIN65 SHALL BEAR ON UNDISTURBED OR COMPACTED MATERIAL, SEE GENERAL NOTES. DE516N BEARIN6 PRE55URE 15 3000 P5F. 3. LOCATE BOTTOM OF NEW FOOTING AT BOTTOM C)F (E) ADJACENT FOOTING. 4. LOCATE TOP OF NEW FOOTING AT BOTTOM OF (E) FT6 - SEE DETAILS. TYPICAL GONCR=TE SPREAD FOOTING-, DETAILS SECTION IS NO SCALE NO SCALE 15# BLD6 PAPER OR VAPOR BARRIER SLAB ON 6RADE TYPICAL SLAB AT EXISTING FOUNDATION CANNOT BE EXTENDED TYPICAL SLAB ON GRADE DISCONTINUITY REINFORCEMENT PLAN DETAILS EXIST. FOUNDATION WALL SECTION 14 NO SCALE 54.1 3/4" BR6 R AT H554x4 COLUMNS I" BRG R AT H555x5 COLUMNS 2, 1 -1/4" 5R6 R AT H55 bxb d H55 7x5 COLUMNS CONTROL JOINT TYP. 112" OVER5IZED HOLE W/ R WASHER NO SCALE GLR. #4 NOSING BAR FOR STEP y GONFI6URATION AND FINISH SEE ARCH. REINFORCE GONG. STEPS d SLAB(5) 4 MIN, W FIBERME5H r 1 E) ® '� OPTIONAL BLOGKOUT 3/16 ® FOR COL. PLACEMENT I I ®WALLS AT SQ. COL. (ALIGN CORNERS TO 55.1 E) ® SLAB JOINTS) 30# BUILDING PAPER MIN. ALL AROUND COL. STEEL COLUMN SEE FDN PLAN j PAINT ALL STEEL 3" MIN. BELOW FLOOR W/ NOTE: LOCATE TOP OF ASPHALTIC EMULSION ALL SIDES FT6 AT TOP OF NEW STRIP GONG. FILL FT6'5 AT FDN WALL5 WHERE I SPREAD FT6 15 POURED MONOLITHICALLY ;,T Ef -- A.B. SEE AL50e 542 (2)5/8" d 5 /8",p W Lu H1?5A (2)3/4"m 3/4"0 111 o (4) 5/4"(P A.B.'5 (2)-7/8"(P 7/8" (p - EMBED 10" MIN. AT H08A H554x4 4 H55 5x5 \ \\ \\ \\ COLUMNS - USE (4) -1/5"(P AB.5 - EMBED N 12" AT H55 bxb S H55 5x7 COLUMNS TYPICAL STEEL COLUMN AT SPREAD FOOTING SECTION NO SCALE TYPICAL STAIR ON GRADE SECTION FOR FINISH OPTIONAL GON5T. JT. NORMAL SLAB THIGKNE55 8° 8 REINF. SAME 51ZE Q 5PAGIN6 AS LONGITUDINAL FTG REINF. (LAP 2' -0" MIN. W/ LONGITUDINAL FT6 REINF) LON6ITUDINA� 2 MIN. L FT6. REINF. MIN. DIMENSION SAME AS FT6. THIGKNE55 #4 NOSING BAR FOR STEPS GREATER THAN 5" FIBROUS REINFORCED MAX. SLAB ON 6RADE - EQUAL TO SLAB NORMAL 2" THICKNESS 5-A13 THIGKNE55 TYPICAL SLAB STEPS OR DEPRESSIONS DETAIL 15 3/4" NON - SHRINK GROUT TYPICAL FT6 SEE Ig 54.1 NO SCALE 2" F EQ. O (V TYPICAL STEPPED FOOTING DETAIL 5 NO SCALE 54.1 TYP. "HD" HOL.DOVW5 0I 2),(3) SIZE M.B. A.B. HD2A (2)5/8" d 5 /8",p W Lu H1?5A (2)3/4"m 3/4"0 111 o H06A (2)-7/8"(P 7/8" (p (4) H08A (3)1/5"(P 1/8 "m(4) (4) NOTES: I. SEE FOUNDATION PLANS FOR HOLDOWN LOCATIONS. 2. ALL HOLDOM5 NOT OGGURRI% AT A WALL CORNER, SHALL BE LOCATED AT THE E06E OF A WINDOW OR A DOOR. 3. INSTALL HOLDOWN ON DBL. FULL HEIGHT JAMB STUDS MOT CRIPPLE STUDS) AT OPENINGS WHERE APPLICABLE 4. #1 BAR W/ 5TD. 90° HOOK - THREAD END AND EMBED 14" (H06A) AND 18" (HDBA) AT NEW CONSTRUCTION OR -7/8"0 HILTI -HIT HY150 ANCHOR EMBEDDED 12" MIN. (HD&A) AND 15" MIN. (H08A) AT EXI5TIN6 CONCRETE. (2) D HI . WOOD FRAME WALL STUDS MIN. - SEE AL50 'HD" NOTE #3 MB.'S SILL TOP OF FDN -� I - DIAMETER FOR HOLES IN MUD5ILL R AT BOLTS TYPICAL "HD" HOLDOWNS AT FOUNDATION DETAIL l0 bA NO SCALE NOTE: AT ORIENT COL. (� ON (� OF (E) HIP BEAM AT ROOF STEEL COLUMN - -- NEW STRIP FT6 ON WALL U/ WHERE APPLICABLE- RUN HORIZ. REINF. 19 THRUM SEES FIRM, COMPACTED NATIVE 501L- 1/4" AT H554x4 GOLS 1/2" AT W--65x5 GOL5 1/2" OVER51ZED 1/4" HOLE W R ® WASHER ¢ COL. 3116 ED 3116 2� 2" TYP. 11 ®WALLS 1/4" 55.1 BR6 PLATE AT CORNER TYP. BR6 PLATE I I STEEAEMBEP 718" BR6 PL AT H554x4 GOLS I" BR6 It AT H%5x5 GOLS 3/4" TOP OF FDN WALL GRO(2) 5 /8 "FDN WALL -SEE EA. SIDAPPLICABLE DETAILS 12" MIN. TYPICAL STEEL COLUMN BASE AT CONTINUOUS FOUNDATION WALL SECTION r NO SCALE II 51M. 55.1 WALL5 i NOTE: AT B.U. STUD COL. OR YVOOD P05T SPREAD FT6 MAY BE POURED MONOLITHIGALLY W/ STRIP FT6 i EASE ED6E5 OF (E) SLAB PERIMETER 4 FILL W/ MA5TIG i 4 TY (E) 5.0.6. i SECTION � 1 FOR SPREAD FT6 SEE PLANS d IS sa.1 16 16A 54.1 54.1 1/2" F.O.S. F.O.5HT'G 3V2" OR 5% "xqi" d COL. if GONG. 2.OE PARALLAM P5L COL. L5x3x1 /4x0' -6V" EA. SIDE (2) -5 /8 "m THRU-BOLTS EXPIRES 4/21/04 BOT. OF COL. IES GONT. Agency /ConstructabilitySet PROJECT 23025 TYP. A.B. DRAWN: MCS R=Q'D AT 8g Aq� JM�---FDN DATE 13FEBURAY2004 b" EA. SIDE OF COL(2) -5/8" (P x0' -4" LA5 5GREW5 WALL W/ 1!,5" EDGE SHEET SECTION OF: Z 0 J Z Q U- tZ C) Z O Q3 IV Z W >- 0 CO L O C z O OD H 17 n C,l Q Z J h O° Ou s = V vi U N C _ Z) E U C Lu N i; Lu o € ® N z ° ®� a y U v 0 o A w g F L Z 0 J Z Q U- tZ C) Z O Q3 IV Z W >- 0 CO L O C z O OD H 17 n C,l Q Z J h O° Ou s = V vi U N C _ Z) E U C Lu N 2x4 FLAT BLK'6 ® ALL PW PANEL ED6E5- 5EE 12 — 55.1 3/16 "x2 "x2" fE WA5HER5 ® A.B. 2x fE W/ (2) 16d ® 12" O.G. TREATED 3x R I5# BLD6. PAPER OR VAPOR BARRIER - -� INSULATIONS SEE ARCH. 3/4 "(P AB.5- EMBED 10" MIN. #4 CONT. ® 12' D.G. HORIZ. FOR STEM WALLS GREA APPLICABLE F.O.5. F.O. 5HT'6 4 F.O. GONG. ,5EE ARCH. FOR FINISHES NOTE: FOR STUDS; PH. 4 NAILING; W05ILL 4 BOLTS - SEE PLANS 4 51GHED. 12 — I /2' 5HT'6 Ss.1 (3) Ibd END NAIL5/2xb STUD �(4) Ibd END NAIL5/2x8 STUD 5TA66ER 5.W. NAILING — (2) #4 GONT. 0 TOP. i- FIN15H GRADE 6"® . 13/4" THAN 12" TALL #4 811 VERT. ® 16' 2" MIN. 3' GLR k O G. ON WALL cE- ALT. (3) #5 GOVT. HOOKS INTO FT6 FIRM UNDISTURBED SEE PLANS NATIVE 501L OR COMPACTED STRUCTURAL FILL TYPICAL FOUNDATION AT EXTERIOR 2xb OR 2x8 STUD WALL SECTION I' -1' -0" FOR DETAILS 4 GALLOUT5IN COMMON SEE f►il�l4 2x h'- W/ (4) Ibd ® 12" O.G. TREATED 3x It DEPRESS SLAB FOR 6YM FLOOR, ETC. SEE ARGH.--� #4 IL„ VERT. ® 16" O.G.- 5TA66ER SIDE TO SIDE (5) Ibd END NAIL5/2x10 STUD (3) #4 GONT. 1/8 "m A.B.15- EMBED 12" MIN. i' — #4 ® 12" O.G. HORIZ. FOR STEM WALLS GREATER THAN 12" SEE PLANS TYPICAL FOUNDATION WALL AT EXTERIOR 2x10 STUD WALL SECTION r I" =1' -O" k 54. FOR DETAILS 4 CALLOUT5 IN COMMON ® 2x6 OR 2x8 STUD WALL SEE e s4a 5HEATHIN6 WHERE SHOWN ON PLAN — C 2x STUD WALL - -- 4" FOR DETAILS 4 GALLOUT5 IN COMMON ® 2x10 5TUD WALL SEE ( 2 s4.2 NOTE: SHEATHING (616115. PH ETC) REQV EA. SIDE AND FULL HEIGHT TO TOP PLATE5 15# BLD6 PAPER OR VAPOR BARRIER EA. 51DE 512" AT 2x6 STUD 71/4" AT 2x8 STUD 3" GLR FIRM UNDISTURBED NATIVE SOIL OR COMPACTED SEE PLANS 5TRUGTl1RAL FILL TYPICAL FOUNDATION AT INTERIOR BEARING STUD WALL, SHEAR WALL, OR 5EARIN6/5HEARWALL SECTION I " -I' -0" 243. F.O. GONG. I 2x8 OR 2xb STUDS SEE PLANS 4 12 ss.1 5TA66ER 5.11. NAILI #4 8 "IrZ EPDXY - 6ROUTED DOWELS 4" 5.0.6. NOTE: VERIFY 4 COORP. ALL (E) CONDITIONS d DIMS. ETC. PPI TO PROGEEDIW5 H1 V40 (E) 2x8 STUDS 4 PH. 5HT'6 (E) 12 /a 61. COL'S N4F SIDES FOR END NAILS AT I 2x It TO STUDS SEE saw 2x y' W/ (3) Ibd I ® 16" O.G. ?,4E) 6YM FLOOR VERIFY 4" MIN. NEW GONG. FT6 m 22.5 ; ;; 05.0.6. z f V 6+ , (5) #5 CANT. FIRM, UNDISTURBED 12" MIN. -(Fa GONG. FDN � n11 /— A5 NATIVE 501E OR #4 _I \ " ' REQV COMPACTED EPDXY - GROUTED STRUCTURAL FILL DOWELS* SPACE DOWELS ® 24" O.G. 4 5TA66ER TOP 4 BOT. SECTION *5TL COL ON L STUD WALL, NEW FT6 4 5TL COL. O BM 4 FT6 L 7 ¢_ STUD WALL, 3 II COL. 4 FT6 NOTE: 5AWGUT (E) FDN WALL 5" DIMS 55.1 51M. 4 FT5FT5 AT EDGE OF NEW ON COL. 1 SPREAD FT6 4 REMOVE ALONG II WITH (E) SPREAD FT6 4 PLINTH 3/4 "� AB.S ®b" FROM SIM. ssl 5TL COL. ON STUD CL b" N 5TL COL. WHERE APPLICABLE END OF f 5 ® 5TL CAL. STUD WALL EXCLUDED 13RO fE? I "x1 "xl' -2" W/ #bx2' -8" EPDXY - GROUTED I TOP OF FDN WALL I I REMOVE 4 REPLACE (4) 5 /8 "d AB.'S SEE (E) 5.0.6. AS REQ'D 11i +" FDN WALL HORIZ. DOWEL ON (E) FDN REINF. EA. SIDE E 1 WALL � N4F 51DE-5 #bx2' -0O" HORIZ. Trp, 11 #b HORIZ. - EMBED 16 FLOOR LEVEL DOWELS ON COL. CE 318 FOR DETAILS 4 SEE'I 4" VERIFY - - - - - SEE ARCH. 411 GALLOUT5 IN 4 — = COMMON SEE FT6 REIJNF 542 — — — TOP OF RUN GO —L - - -- z STRIP SEE Iq d n FT6 54.1 (2) #4 I L_ FOR FT(5 - _ - - COL. . s'SGHED ETC., _ _ JI TOTAL ( BAT. OF - - - OF FT6 (E) FT6 5EE 18 - - - 12" SEE PLAFOR FTN 57RIP FT6 CONSTRFOR SPREAD FT6 BELOW ( #4 EVERT. ON WALL ® 3" REINF. GONT. SEE PLANS 4 IS AS SHOWN FOR 5TL COL* BASE R SEE 541 FROM ENDS 4 12" O.G. 541 SECTION � SECTION � SECTION r I' =11 -0" SEE PLANS 4 5GHED 12 551 I STUD WALL I SEE ARCH. FOR I 2x iE' t^U (2) Ibd FINISHES I ® 16" O.G. I I STAGGER 5.W. 1 TRTV 3x fE W/ NAILING I 3/4"(P AB.'S (3) #5'S GONT. j -EMBED q'4" 5. O °o o dJ�o O N �V- COMPACTED 5TRUGTURAL n FILL 3" GLR x SECTION 1,.=I,-O,, I a °o N N m 4 v m 0 a E m r 111 -I' -DII NOTE: SHORE (E) ROOF WHERE REQV 4 REMOVE (E) F.O.S. b" F.O. SHT'6 ROOF PER PLANS FOR DETAILS 4 GALLOUT5 IN COMMON SEE (::: 2x8 STUDS FOR STUD TO fE I REMOVE (E) WOOD 5TUD WALL NAILIN6, ETG.- SEE 542 II 1 4 6L. GOL'5- SEE DEMO PLAN TRTV 3x f W/ DN WALL 4 R005 3/4 "m EPDXY- GROUTED ANCHORS AT 8" FROM REMOVE PLINTH TO 4' BELOW ENDS 4 4' -0" O.G. - SLAB 4 PATCH WHERE REQ'D- EMBED 8" MIN. COORD. W/ ARGR 4" FIELD VERIFY - - DEPRE55 SLAB FOR 6YM FLOG ® 51M.* j SEE ARGH * (E) 5.0.6. it - - -I -- - - - - -- INSULATION (E) GONG. FDN r - �_ - OUTLINE (E) PLINTH �J 4 FT6 N4F SIDES I SECTION n __�- !!7' r 4 COL. 4 FT6 F.D. GOL. 1 12" 12!4 "x12" 6L. I/4 COL. I/4 „ I /2 "x8 "x0' -I I" BR6 R KERF fE? ON q I "xl0'x0' -10" W/ (2) I "(P MB.'5 W/ (4) 3/4 "4)x gyp+ p+ 2 - GTBR FOR BOLT I6" ALL- THREAD HEADS 4 NUTS, ETC. ROOS I" 10 "xl0" GRADE OR ;p GONG. PAVEMENT PLINTH 2" TYP. O�o OpOo N Z— o SLAB EDGE REINF. W/ CORNER BARS (4) #4 FT6 - SEE PLAN ry 4 IS 54.1 _ - -__ SECTION 54.2 I' -I' -O" 54.2 1" =1' -011 54.2 FOR DETAILS d 3'e j GALLOUT5IN F.0.5HT6 COMMON SEE 13 F.O. GONG. 2�e" VERIFY IV2 "x3�" TIMBER5TRAND 542 (E) SIDING, FOR FINISHES, ETC. SHORE WALL 4 ROOF SEE ARCH. -- -� J BLK'6 ®PANEL 8d ® f� I/2" P.W. 8 NOTE: OVE 4 )REPLA FOR NEW HALL REMOVE (E) FINISHES PANEL PA. 6 STUDS PORTION O TO OLPERMITE II I I ®I6" O.G. NEW WALL LINE II ` DEMO PLANS BLK6, PW., ETC. (E) 2x4 OR 2x6 JOIN,1 211 NEW P.N. TO BE GOVT. N 4 F SIDES II 1 GUT DOWN 4 REMOVE 1/2" P.W. STUDS -FIELD C PLAN 5 /8 "sD EPDXY- 6ROU7ED IL _ _ (Fa GONG. FDN WALL - VERIFY NOTE: AT P W. PANEL c JOINTS ON (E) STUDS - BOLTS AT 8° FROM FEE ARCH. FOR 56H PLANS 4 INSTALL FLAT 2x BLK'6 INSTALL NEW STUD FUL I , ENDS 4 32" O.G. - FINISH, ETC. SGHED 12 " AT ALL STUD SPACES HT Ibd AT 12" D. EMBED 1 MIN. 55.1 W/ (4) Ibd MIN. 5TA66ERED 4" RIFY - STAGGER S W. NAILING 5 /8 "d EPDXY- 6ROUTED BOLTS AT 8" FROM 51D 6RADE OR FOR REINF. ETC. r y.i; SIDEWALK, ETC. 5EE�� s DS 4 4'-0" O.G. - FOR DETAILS 4 _,�� EMBED 31,1" (E) FDN WALL - ADJUST COMMON OUTS IN 4 FT6 AGGORDI%LY COMMON SEE (E) 5.0.6. ECTION 1 " =1' -D" 13 111 -11 -011 F.O. 5HT'6 (E) 2xb STUDS 4 P.W. WALLS 2x FULL HT STUD W/Ibd ® 8" O.G. 5TA66ER . (E) 63/4" 6.L. 3.8 ^A" VERIFY 1/2" 5HT'6 5 /8 "(PxO' -1' LAS 5GREW5 AT b" FROM T$5 4 24' O.G. 5TA66ER 5.W. 111- I I -DII NOTE: 5LA13 SLOPES WHERE APPLICABLE - SEE ARCH. F4" OR 5" SEE PLANS 3" GLR (3) #45 CORNER W/ FIRM, UNDISTURBED TYP. GARNER BARS - 12" NATIVE 501L OR WHERE APPLICABLE COMPACTED FILL SECTION ID I" -1' -D' 54.2 38 1/8 "� MB (E) FINISHES AS .'S REMOVE 4 REPLACE (2) (2) l NEW 4 (E) REQ'D - COORD. STUDS PV ARCH. 8d ® 3" O.G. 5TA66ER NAILING Q_� - "-- SIMPSON HDbA INSTALL FULL HT HOEDOWN ®FLR DBL STUDS W/ 4 ® ROOF BEAM (2) Ibd ® 12" O.G. 2 "' (FJ 2x6 STUDS CE. HOLDOWN 1/8 "m HILTI -HIT 4 P.W. WALLS 4 BOLTS HY 150 ANCHOR - FIN. GRADE OR PAVEMENT a, COL. --Q PLAN 15 1" =1' -O" 54.2 EMBED 12 MIN. IN 14 (E) GONG. FDN WALL a o ® U 0 1" =1' -O" 54.2 Q J a Z z ® L3 a Y a u Y ^o m E R - U a EMBED 12 MIN. IN 14 (E) GONG. FDN WALL saw F 1/2" 5HT'6 PLAN 16 0 1" =1' -O" 54.2 Q J Z Q ZD L3 0 Q O Q3 IV Z E W >- c O� O N O Z 0 H HF- 0 cV Q Z J O O O 2 V) U >' N C 2 � �E 20 C LU �) } EXPIRES: 4/21/04 AgencylConsirucfabilityset PROJECT 23025 DRAWN: MCS DATE 13 FEBURAY 2004 SHEET S4.2 OF: a °o m LL r 0 E m r IVZ' DEEP x 1/3 WALL LAP SPLICES - WIDTH KEY WAY SEE GENERAL 2�12" MIN. NO EITHER SIDE -� ROU6HINTERFACE W/ 1/2' UNIFORM AMPLITUDE SLAB TOP LAP SPLICES - SEE 6ENERAL NOTES I/2° WIDTH OF �-6' PVG CONT. WATER5TOP NORMAL REINF. GONT. THRU WATER5TOP MIN. IF EXTERIOR WALL OR JOINT - SEE APPLICABLE BASEMENT (W/ WELDED DETAILS FOR REINF. JOINTS) TYPICAL AT VERTIGAL WALL JOINTS TYPICAL AT GONGRETE BEAMS. b FOOTINGS NOTE: OBTAIN APPROVAL OF EN61MEER FOR LOCATION OF ANY GON5T. JOINTS, TYPICAL FOR CAST IN PLACE CONCRETE WALLS. BEAMS AND FOOTINGS CONTROL JOINTS I NO SCALE 54.3 SEE WALL REINF. SCHEDULE ADD (1) #5x4' -O" EA. CORNER USE (2)#5 FOR WALL5 10" b THICKER PROVIDE REINF. AROUND OPENIN65 - USE AN AMOUNT ON EACH EDGE OF OPENING EQUAL TO 1/2 THE AMOUNT OF INTERRUPTED NORMAL REINF. IN THE DIRECTION PARALLEL TO THAT EDGE MIN. REINF. SHALL BE (1) #5 ((2)#5 FOR WALLS 10" S THICKER). VERT. BARS SHALL BE FULL HEIGHT OF STORY. TYPICAL AT OPENIN65 IN GAST IN PLACETYPICAL AT GAST IN PLACE CONCRETE�5 SECTION NO SCALE • • r / -- - y y � 0 DOWEL5 TO MATCH WALL VERT REINF.- 1/4" OVERSIZED HOLE - FILL W/ EPDXY 6ROUT__l (2)#5 CONT. ---, rAWN � L- NORMAL SLAB THICKNESS OPTIONAL GON5T. JT I MAX. L I EQUAL TO SLAB DEPTH f7 -u6" GLR x NORMAL SLAB ry f THICKNESS- 4 x-12" HOOK AT SLAB MID -DEPTH #4 NO51N6 BAR GONT. I MAX L u I EQUAL TO NORMAL SLAB SLAB DEPTH THICKNESS TYPICAL 5LA13 STEPS OR IONS SECTION r NO SCALE WIDTH "W" •T" REINF. "A" REINF. *13' B" I /" alb (2) #J #5 ® #5 0 #5 0 24" 24' 24" O.G. O.G. O.G. 2�0" II" (2)#S 2' -4" 12" (3)#5 2'46" 12" (3)#5 3' -0" 14" (4)#5 542" 14" (05 #5 ® 18" O.G. 4' -0" Ib" (5) #5 #6 ® 21" O.G. 5' -0" 18" (6)#5 #b ® 16" O.G. NOTES, GONG. I. FOOTINGS SHALL BEAR ON UNDISTURBED FT6 REINF. "B" OR COMPACTED MATERIAL - SEE GENERAL I�' GLR NOTES. REINF. A" 2 EXTEND FOOTIN65 6" MIN. PAST ENDS OF WALL UNLESS OTHER - WI5E NOTED. 3. WHERE EOOTIN65 GHAN&E WIDTHS "W" 3" LAP REINFORGIN6 "A ". "Qs" PER (SEE FDN PLAN) GLR GENERAL NOTES. TYPIGAL CONTINUOUS FOQTIN6 DETAILS SECTION I'W�!�APA r � Lu 0-Lu O 'DUl Q w0 J lf1Z 2 W T I'-O" L3U GLR MIN. TYPICAL THICKENED SLAB FOOTIN6 FOR NON - BEARING INTERIOR MASONRY WALL5 SECTION II NO SCALE 54 3 18" MIN. IIb" GLR. I 1 1 d4 AR N051N6 q I "x4" GONT. 2 O #4 ® IS" O.G. FOR STEP 1 KEY EA. WAY CONFIGUR�ION #4 DOWELS b FINISH 5 E AR ® 12" O.G. Q -j TYP. SLAB 4" MIN. I _11 REINF. NOTE: - GONG. CHEEK WALL WHERE CHEEK WALL 15 (BEYOND) WHERE REQ'D PROVIDE b" THICK OCCURS #4 ® 10" O.G. EA. WAY SECTION A -A TYP. STAIR ON GRADE W/ CHEEK WALL SECTION NO SCALE NO 5GALE: MASONRY VENEER -� 3/4" NON - SHRINK GROUT #3 TIES I ® 12" O.G. - PROVIDE GL DBL TIE ® TOP b (1) 0 E30T. (8) #5 (3) PER 51DE W/ AO" 5T D HOOK FOOTING SEE Ig 54.i #5 AT 14" O.G. W/ GORNER BARS - 4 PVC, WATERST W/ WELDED JOINT 3" GLR OPTIONAL LAP b CON5T. JOINT I I8" a8�#5AT 14" O.G. " 3" GLR (2) #5 #4 AT 12' D.G. EACH WAY AT GONTRAGTOR5 z �a OPTION EXTEND GMU TO FT6. #5 INTERMEDIATE v - — MASONRY WALL w 16" O.G. MA X.-� N z #5 DOWELS TO MATCH VERT WALL REINF. SPACING Q #5 INTERMEDIATE Lu (2) #4 GONT. ®TOP DOWELS n � 16" O.G. MAX. ¢ 15# BLD6 PAPER OR VAPOR BARRIER Y - - - 5" ® b" GMU 7%U ® ON GMU d III" ®12" GMU FOR FT6 R SCHEDULE - LOWERED SLAB SEE 6 SIM. - SEE ARGH. 5431 w" FOR SLAB �--�k ELEVATION TYPICAL FOUNDATION AT INTERIOR MASONRY WALL SECTION NO SCALE 54.3 H55 COL. S FT6 H55 COLUMN Iq BR6 SEE U.N.O. I z 54.1 FINISH FLOOR OR I WHERE EXTERIOR SLAB SLOPES r Q SECTION s" #4 DON L5 ® 18" O.G. TYPICAL STEP IN ON (3) SIDES 8" SLAB PER 2 #4 N051N6 BAR 543 ' (3) SIDES - TERMINATE IN STD HOOK5 TYP. ROW SEATING STEP - OPTIONAL SEE ARCH. CONSTRUCTION JOINT INTERMEDIATE STEP -SEE ARCH. TYPICAL INTERMEDIATE STEP (4) #4x3' -O" L2x2xl /4 W/ (2) 1/2'(1) A.B. - EA. EDGE EMBED 4' SUMP - VERIFY LOCATION W/ ELEVATOR SUPPLIER IOU #4 -1_® 12" O.G. TYPICAL ELEVATOR PIT SECTION NO SCALE GNAT WALL v� z �a #5 INTERMEDIATE v DOWEL5 ® g. w 16" O.G. MA X.-� N z #5 DOWELS TO MATCH VERT WALL REINF. 5PAGIN6 (2) #4 GONT. ® TOP 15# BLDG PAPER OR VAPOR BARRIER 7�g" ®8" GMU - INSULATION SEE ARCH. z I1%" ®12" GMU I' b" U.N.O. - #4 GONT. ® 12" O.G. FOR STEM ! WALL 6REATER • THAN 12" TALL RW FOR FT6 6 543 TYPICAL FOUNDATION AT EXTERIOR M NRYL SECTION NO SCALE #4 GONT. HORIZ. BARS CURB WIDTH AS REQ'D TSB W/ I' -b" BENDS 1 4" MIN. -8" MAX. ® GORNER5 4" SLAB ON GRADE } H =12" MAX. SEE - SEE PLAN --� ARCH. b MEGH. `-- #4 DOWELS ® 24" O.G. #4 GONT. HORIZ. BARS CURB ALTERNATE HOOK5 TSB W/ I' b" BEND5 ® GORNER5 SEE ARCH. b #4 ® Ib" O.G. 4" SLAB ON GRADE MEGH. DW65 EA. WAY TOP - SEE PLAN H =12" MAX. SEE ARCH. b MEGH. #4 DOWELS PAD 16" O.G. ALL AROUND TYPIGAL MEGHANIGAL GUR55 AND PAD5 SECTION r13 I" =1' -O" DOWN5POUT- ALTERNATE ROUTE FOR FT6 "T" OVER C SLEEVE DONAI5POUT AT GONT. FOOTING DOWNSPOUT AT SPREAD FOOTING SECTION li NO 5GALE NORMAL SLAB THICKNESS OPTIONAL LAP S CON5T. JOINT 18" #4AT 14" OG aU (V 3" GLR iv NORMAL SLAB ADD'L #4 AT 12° Or, SLAB DUGT SLAB REINF. SEE MEGH. FOR DUCT ENGASEMENT b OTHER DETAILS CV 3" GLR TYPIGL UNDER SLAB DUGT OVER 12 "d SECTION / J NO SCALE GRID F.O. STUD F.O. GONG. S GONG. i 4h" 0 8" STUDS METAL STUD FOR STUD CONN. WALL TO TRACK SEE (D 5/8" � A.B.'s ®4' -O" O.G. MAX. - 15 6AU&E TRACK EMBED 5" MIN. (2) #4 GONT. ® TOP FINISH GRADE 15# 51-06 PAPER OR EXTERIOR VAPOR BARRIER SLAB WHERE SLAB WHERE SLAB IT OCCURS 2' IS RECESSED -- - - - - -- " - IN5ULATION SE ARCH. 13h" ® 8" STUDS f 155" 0 10" STUDS I' -6" U.N.O. #4 GONT. ® 12" O.G. FOR STEM 3" GLR WALL 6REATER FOR FOOTING THAN 12" TALL SEA eW #4 DOI^>EL ® 18" O.G. 543 TYPIG�FOUNDATION AT EXTERIOR METAL STUD WALL VENEER EXTERIOR METAL STUD WALL VENEER SECTION NO 5GALE 54.3 GLR O.G. Q v� NORMAL 5LA13 RBNF. SEE PLAN �I NORMAL SLAB 2 THIGKNE55 (2) #5 CONT. r r_ z 0 J z Q bj 0 Z O F- Q N3 W } 0 O� 0 06 c :n O O� H F- 0 CV Q z J H O° Oc _Ln UT V)c _p OE C2 o J E LLJ E %PIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: JMW DATE 13 FEBURAY 2004 SHEEP S4.3 OF: z �a Lu o O N ¢ Y V d lug R u ¢ z 0 J z Q bj 0 Z O F- Q N3 W } 0 O� 0 06 c :n O O� H F- 0 CV Q z J H O° Oc _Ln UT V)c _p OE C2 o J E LLJ E %PIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: JMW DATE 13 FEBURAY 2004 SHEEP S4.3 OF: SINGLE FRAME BA5E- ci� f 5HOWN - 51MILAR 0 INTER5EGTING FRAME - - - -- CAL — --I -5EE 10 I r I O I N /3\ I uj ?� ((2) CORNER — BARS Ki�F 14 5311 I BLOGKOUT 130TH FOR INTERIOR CONDITIONw / DEPTH H FOR 134" 4 L� I r I O I N /3\ I / COL. G A / .J. / / 2 - / I I' -O" LAP H55 BRACE TYP. } I COL. #4 BENT BAR IN SLAB 2" I GONG. INFILL IE I/4 "x3 "x0' -3" OPTIONAL WASHER - WELD WASHER PER 1 G.J. FOR COL. I ss.is FOR COL. BRACE FTGI } 5TEM WALL PLACEMENT 5EE I 312 y" TYP. ® EXTI 44 .14 I I „WII /2 TYP. BRACE COLUMN BA5EPLATE AT CORNER BRACED FRAME BA5EPLATE-5 GOLUMN 51ZE BA5EPLATE THIGKNE55 ANCHOR BOLT5 NUMBER 51ZE DEPTH H FOR 134" 4 L� DIRECTION ®0 2%4" / COL. G A / .J. / / 2 - / I I' -O" LAP H55 BRACE TYP. } I COL. #4 BENT BAR IN SLAB 2" I GONG. INFILL IE I/4 "x3 "x0' -3" OPTIONAL WASHER - WELD WASHER PER 1 G.J. FOR COL. I ss.is FOR COL. BRACE FTGI } 5TEM WALL PLACEMENT 5EE I 312 y" TYP. ® EXTI 44 .14 I I „WII /2 TYP. BRACE COLUMN BA5EPLATE AT CORNER BRACED FRAME BA5EPLATE-5 GOLUMN 51ZE BA5EPLATE THIGKNE55 ANCHOR BOLT5 NUMBER 51ZE DEPTH H FOR 134" 4 I "� DIRECTION H5510 - H5512 2%4" 8 1 % "m 2' -3" GM) WALL - 5EE PLAN - m E N 12 1 0 N N 4 O S1 E m r SCHEDULE � NO 5GALE 54.4 3" #4 DOWEL5 ® 18" O.G. #4 ® 18" O.G. TOP FILL I I H55 COL. o BRACE CONT. FTG I �J„ SEE sb IN SLAB _ *4 BENT BAR I N I 5LAB 15TEM WALL TYP. o EXT. „W"/2 COL. I I I i I poff i0 _ ' I ® X -BRACE 5EE PLAN COLUMN BA5EPLATE AT BRACE PERPENDICULAR TO EXTERIOR *BRG (E THIGKNE55 = I" TYP. 2" WHERE NOTED ON FDN PLAN COLUMN BASE AT BRACE PARALLEL TO EXTERIOR PLAN DETAIL GROUND FLOOR 5LAB- 5EE PLAN - REINF. NOT 5HOM #5 SIDE BARS CONT. ® 12" O.G. - w N 3" GLR TYP. NOTES: I. PLACE BARS IN LONG DIRECTION IN OUTERM05T LAYER. 2. INHERE BRACED FRAME FOOTIN65 INTER5EGT- U5E LONG DIRECTION REINF. EA. WAY. *4 ® 12" O.G. TOP VERIFY OR PROVIDE #4 NOSING BAR TYP. 5" MIN. LAP BAR5 11 -8" TYR # �ovl 4 ® 18" O.G. ROT. NOTE: BAGKFILL ONLY AFTER GMU WALL 15 GON5TRUGTED AND ATTACHED AT ROOF 5TR1GlURE ADD'L #4 ® I S" O.G. TOP 5EE FOR FTG 54,3 ECTION I /211 -II -QII NO 5GALE TOP REINF: 5EE 56HEOULE PLAGE ANY ADDED BARS IN 5EGOND LAYER PROVIDE #4 DOWEL5 AT 36" O.G. EA. 51DE WHERE 5LAB OGGUR5 A5 NOTED ON PLAN PROVIDE END HOOK5 FOR ALL BOTTOM BARS BOTTOM REINF.- 5EE 5GHEDULE PLACE ANY ADDED BAR5 IN 5EGOND LAYER TYPICAL BRAGED FRAME FOOTING SECTION NO 5GALE n (2)#5 GONT. 8" GONG. #5 ®12 "® ¢ WALL E.W. 2' -4" WIDE FT6 PER�6 543 94 12" E.W. #4 DOWEL5 ® 12" O.G. ARBOR TRENGH SECTION 5EE s8s FOR STEMWALL REINF. GONG. WALL FTG 5EE PLAN BASE PLATE A5TM A -512 GRADE 50 - 5EE 54.4 A5TM FI554 GRADE 55 4 AB.'s - 5EE 54.4 SECTION #4 TIE5 4" O.G. 5/8"x4'50. R WASHER W/ DOUBLE NUTS TYP. NOTE: PROVIDE Y4" R TEMPLATE PRIOR TO GONG. POUR FOR A.B. PLACEMENT AT GOL. 2" TYP.- NOTE: 5EE 4/55.4 FOR ITEM5 "t" „LWP "A" AND "B„ "t" THICK GUSSET h' (WHERE RE(QV) BASE PLATE A5TM A -512 GRADE - 5EE 4 ADD 5EGOND KEYWAY AT 51M. IEI'xb "x5A5E R WIDTH IN 3 "xl"xBA5E R WIDTH + 6" NON SHRINK GROUTED KEYWAY IN FTG --I— ADDITIONAL (2) A5TM F1554 GRADE 105 A 5EE 56HEDULE ADD KEYWAY ND BASE AT BRACE fE FOR BRACE PERPENDICULAR -�� -- -- ERPEWG LAR - - WHERE OGGUR5 I I I I i I 2' TYP. 2" TYP• I' 0 0 0 0 0 II - -I II 0 11 0 0110 0 EQU LLY 5 /8 "R X HSS DIMEN51ON5 REINFORCING MARK WIDTH - IW „T„ LONG TRAN5VER5E r30° TYP. DIRECTION DIRECTION F5.0 -13R 5' -0" 2' -6" RO T EA. SIDE I/4 (5)#5 TOP #5®18 "OG TOP Fb.O -BR 6' -0" 3' -6" (6)#9 ROT, #6 ®12 "OG ROT. "B" (6)#b TOP u6 ®18 "OG TOP TYPICAL BRAGED FRAME FOOTING SECTION NO 5GALE n (2)#5 GONT. 8" GONG. #5 ®12 "® ¢ WALL E.W. 2' -4" WIDE FT6 PER�6 543 94 12" E.W. #4 DOWEL5 ® 12" O.G. ARBOR TRENGH SECTION 5EE s8s FOR STEMWALL REINF. GONG. WALL FTG 5EE PLAN BASE PLATE A5TM A -512 GRADE 50 - 5EE 54.4 A5TM FI554 GRADE 55 4 AB.'s - 5EE 54.4 SECTION #4 TIE5 4" O.G. 5/8"x4'50. R WASHER W/ DOUBLE NUTS TYP. NOTE: PROVIDE Y4" R TEMPLATE PRIOR TO GONG. POUR FOR A.B. PLACEMENT AT GOL. 2" TYP.- NOTE: 5EE 4/55.4 FOR ITEM5 "t" „LWP "A" AND "B„ "t" THICK GUSSET h' (WHERE RE(QV) BASE PLATE A5TM A -512 GRADE - 5EE 4 ADD 5EGOND KEYWAY AT 51M. IEI'xb "x5A5E R WIDTH IN 3 "xl"xBA5E R WIDTH + 6" NON SHRINK GROUTED KEYWAY IN FTG --I— ADDITIONAL (2) A5TM F1554 GRADE 105 A 5EE 56HEDULE ADD KEYWAY ND BASE AT BRACE fE FOR BRACE PERPENDICULAR -�� -- -- ERPEWG LAR - - WHERE OGGUR5 I I I I i I 2' TYP. 2" TYP• I' 0 0 0 0 0 II - -I II 0 11 0 0110 0 EQU LLY 5 /8 "R X HSS H55 COL. - 5EE WIDTH - IW ELEVATION r30° TYP. 31b 3 /8 "x4fz11 STIFFENER 11 '(P 3/4' MB. EA. SIDE I/4 / I/4 / "B" .B" / I 'All ? I 318 GOL. TO R / I" NON- 5HRINK / GR / TYP. GONG. SLAB #4 TIE5 ® 4" O.G. A5TM -1554 6 J ` 5/8 "x4" 50. FL° FOOTING PER 55 AB.'5 - 5EE 4 WASHER W/ PLAN - REINF. 54.4 DBL. NUT5 TYP. NOT SHOWN FOR TYPICAL COLUMN CONNE 'TION AT BRACE CLARITY SECTION i2 11,_I -0„ j/ 0 FOR (� 1 4 GALLOUT5 K GOMMON 5EE e g o b 54.4 54.4 MA50NRY VENEER > o WHERE OCCURS TYP. AT ® L H55 COL. o BRACE 3/16 h' WA5HER5 FINISH SLAB ON N GRADE N GRADE N 3/4" MIN. NON- 5HRINK GROUT BLOGKOUT SIM. EACH SIDE AT V INTERIOR LL L _ _ _ _ CONDITION ku L TYP. WALL FTG BEYOND a ~ FOUNDATION t U ® X - BRACE o G 'W" PER FT6 5GHEDULE 5EE PLAN o u EXTERIOR COLUMN ION AT BRACE SECTION 3 NO 5GALE 54.4 ■ Z 0 J Z Q D r 0 Z 0 Q H3 2.E LLI } Oc: O U N _O O5 7 Q nl Q Z � N O° O O L = VVi U� N C = 0 E <= O J E LLI Q) EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: JMW DATE 13 FEBURAY 2004 SHEET S4.4 oF: v b� 3' -O° MIN. TO 0 QUALIFY AS LA SUPPORT 0 \ \(D n l X r �� 1�2 CEILING C �- PLAN Ibd AT 32" O.G. 5TA66ERE0 4 (2) Ibd AT END OF WALL 2x GONT. FULL LEN6TH OF WALL FOR 51ZE SEE 5GHED \N 15 AN EXAMPLE ONLY IT DOES TOP OF WALL BRACE 'RESENT A SPECIFIC WALL 'IGATE5 UNBRAGED LEN6TH OF WALL5. (TRACTORS OPTION IN LIEU OF EXTRA NDIGATE5 HORIZ BRACE EXTENDING TO ADJACENT CORNER SEE 2/55.1. NDIGATE5 BRACE UP TO ROOF STRUCTURE SEE 3/55.1,5/55.1 4 6/55.1. GAL LATERAL SUPPORT FOR INTERIOR WALLS NOT EXTENDIN6 TO STRUCTURE DETAIL NO SCALE FILL 6AP W/ ROCK WOOL INSULATION UNLESS NOTED 3/4" GLR. OTHERWISE BY ARCH. -- - .-- - - --.- ___ _ OG i I" GLR. )N 2xbx16" EA. 51DE W/ (2) Ibd NNECTION AT TOP OF NON - BEARING (TENDIN6 TO ROOF STRUCTURE PARALLEL TO J015T SECTION NO SCALE 55.1 (2)2x4 FOR BRAGS LENGTH UP TO 14' - (2)2x6 FOR BRAGS LENGTH 14' TO 20'- GEILIN6 (2) Ibd - - -� EA. SIDE Ibd ® Ib' O.G. NOTE5: I. MAX. 5PAGIN6 OF BRACES = 10' -0" 2. BRAGE5 NOT REQV WITHIN 8' -O" OF OTHER LATERAL WALL SUPPORT, CORNERS 4 INTER5EGTION5 TYPICAL TOP OF WALL BRACE (HORIZONTAL) SECTION 2 NO SCALE 55.1 51MP50N 5TG CLIP EA. SIDE EA. J015T TYPICAL CONNECTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF PERPENDICULAR TO JOISTS SECTION i NO SCALE TE5 SPECIAL STRUCTURAL WALL TYPE. ALL WALL5 SHOWN ON 5TRUGTURAL DRAWIN65 2xb AT 16" O.G. UNLESS DE516NATED SPECIAL. STUD LAYOUT SHALL MATCH TR J55 OR J015T HUT ABOVE WHERE APPLICABLE. ALL EXTERIOR WALL5 SHALL HAVE 1/2" WOOD SHEATHING AND 41LED WITH 8d AT b" O.G. AT EDGES AND 12" O.G. IN FIELD UNLE-56 DE516NATED SPECIAL. RIOR WALL5 AND ALL DE516NATED SHEAR WALLS SHALL BE BLOCKED AT ALL SHEATHIN6 `.D&E NAILING APPLIES TO ALL TOP AND BOTTOM PLATES, VERTICAL JOINTS, HORIZONTAL JOINTS, AND WALL GORNER5. :AM5 OR HEADERS FRAME INTO WALLS AND A COLUMN 15 NOT GALLED OUT, PROVIDE COLUMN PER 10 /55.1 FOR BEAM PERPENDICULAR AND PARALLEL TO WALL. :ATE5 BUILT -UP STUD COLUMNS AT HEADERS IN WALL5 - SEE q /55.1 FOR HEADER PARALLEL WALL. ANCHOR BOLT SIZE AND 5PAGIN6 APPLICABLE AT NEW CONSTRUCTION UNLESS NOTED 5E. ALL ANCHOR BOLTS AND EPDXY - 6ROUTED BOLTS AT MU051LL5. ETC., TO HAVE IASHER 3 /I6"x2 "x2" OR 5TD ROUND PLATE WASHER. EMBED ALL 3/4"(P ANCHOR BOLTS 10" I 1 /8 "m ANCHOR BOLTS 12" MIN. UNLE55 NOTED OTHERWI5E. NOTE: TAP. A.B. REQ'D AT b" IM END(5) OF ALL K05ILL PLATE-5. NOTE: A.B. 51ZE AND 5PAGIN6 AND MU05ILL PLATE WPLIGABLE AT GROUND FLOOR LEVEL ONLY U.N.O.. PLATES AND BOLTS AT OTHER TO BE AS DETAILED. 'LATE-5 TO MATCH WALL WIDTH U.N.O. ALL PLATES TO BE TREATED. DO NOT C.OUNTER - R ANCHOR BOLT5, ETC.. MAXIMUM HOLE 51ZE FOR BOLTS SHALL NOT EXCEED 1 /I6" _. PLATE 51ZE APPLICABLE AT MAIN FLOOR LEVEL - SEE DETAILS FOR EXACT CONDITIONS, IIGKNE55, ETC., VARIES AT UPPER FLOOR LEVELS, ETG. -- SEE SPECIFIC DETAILS. i ARE TO BE FULL HEIGHT (ONE PIECE) FROM MLV51LL PLATE OR BOTTOM WALL PLATE TO E5 OR BEAM(5), ETC., AT ROOF OR FLOOR 5HEATHIN6 LEVELS. > REFERS TO PLYWOOD 5HEATHIN6 OR ORIENTED STRAND BOARD (05B). 46 MATERIAL FOR SHEAR WALL5 (STUDS, PLATES, BLOGKIN6, ETC) TO BE DOU6LA5 FIR TIER. ALL GOVERIN6 (INGLUDIN(5 STRUCTURAL 5HEATHIN6) 15 ABSENT FROM 80TH FACES OF STUD :N BRACE STUDS PER 14/55.1. %L BLOGKIN(5 MEMBERS AT ABUTTIN6 PANEL E06E5 SHALL BE Ih "x3h" TIMBER5TRAND N51ON VERTICAL) OR EQUAL. 5HEATHIN6 NAILING SHALL BE 5TA66ERE0 INTO 3x STUDS. AND TIMBER5TRAND BLOGKIN6 WHERE APPLICABLE. NAILIN6 SHALL BE 5TA66ERED INTO 3x STUDS AND 3x PLATES. 'WOOD SHEATHING 15 INSTALLED ON BOTH SIDES OF STUD WALL (3x(o STUDS) THE PANEL DOES (ABUTTING PANEL JOINTS) ARE TO BE OFFSET FROM SIDE TO SIDE OF WALL JOINTS ARE NOT TO OCCUR ON SAME STUD). SHEATHING NAILIN6 SHALL BE 5TA66ERED TUD5, PLATES AND BLOGKIN6. HORIZONTAL BLOGKIN6 MEMBERS AT ABUTTING PANEL ALL BE Ih "x3h" TIMBER5TRAND (LONG DIMENSION VERTICAL) OR EQUAL. IIN6 TO BE TIMBER5TRAND L5L I5E MATERIAL SEE 5TRUCTURAL 6ENERAL NOTES FOR TION5. AND KP5ILL PLATES, ETC., AT (E) CONSTRUCTION. SEE SPECIFIC DETAILS. IGE5 • DBL TOP WALL fE 5 51MPSON M5T136 � HDR N4F SIDE FILL VOI (2)2x4 FOR BRACE LEN6TH UP TO 14' - (2)2xb FOR L3x5xl /4x0' -3" BRACE LEN6TH 14' TO 20' (LLH) W/ 1/2 "mx4" SIMPSON H3 LA6 BOLT - �PROVIDE 1/2"(P LD SIMPSON A35 --� I 1 M.B. OR VELD CEILING Ibd - - 160 O.G. 12 MAX. FOR CONNECTION OF BRACE TO STRUCTURE ABOVE SEE�4e NOTES: L MAX. 5PAGIN6 OF BRACES = 10'-0 2. BRAGE5 NOT REQV WITHIN 8' -0" OF OTHER LATERAL WALL SUPPORT, CORNERS 4 INTER5EGTION5 TYPICAL TOP OF WALL BRACE UP TO 5TRUCTURE GEILIN6 WWWWALWIll TO COL. — H55 GOLUMN SECTION 2 x GONT. MEMBER < 8' NONE REOV 8' -10' 2 x 6 10' -13' 2 x 6 13' -I6' 2x 10 I6-20' 2x 12 \ \(D n l X r �� 1�2 CEILING C �- PLAN Ibd AT 32" O.G. 5TA66ERE0 4 (2) Ibd AT END OF WALL 2x GONT. FULL LEN6TH OF WALL FOR 51ZE SEE 5GHED \N 15 AN EXAMPLE ONLY IT DOES TOP OF WALL BRACE 'RESENT A SPECIFIC WALL 'IGATE5 UNBRAGED LEN6TH OF WALL5. (TRACTORS OPTION IN LIEU OF EXTRA NDIGATE5 HORIZ BRACE EXTENDING TO ADJACENT CORNER SEE 2/55.1. NDIGATE5 BRACE UP TO ROOF STRUCTURE SEE 3/55.1,5/55.1 4 6/55.1. GAL LATERAL SUPPORT FOR INTERIOR WALLS NOT EXTENDIN6 TO STRUCTURE DETAIL NO SCALE FILL 6AP W/ ROCK WOOL INSULATION UNLESS NOTED 3/4" GLR. OTHERWISE BY ARCH. -- - .-- - - --.- ___ _ OG i I" GLR. )N 2xbx16" EA. 51DE W/ (2) Ibd NNECTION AT TOP OF NON - BEARING (TENDIN6 TO ROOF STRUCTURE PARALLEL TO J015T SECTION NO SCALE 55.1 (2)2x4 FOR BRAGS LENGTH UP TO 14' - (2)2x6 FOR BRAGS LENGTH 14' TO 20'- GEILIN6 (2) Ibd - - -� EA. SIDE Ibd ® Ib' O.G. NOTE5: I. MAX. 5PAGIN6 OF BRACES = 10' -0" 2. BRAGE5 NOT REQV WITHIN 8' -O" OF OTHER LATERAL WALL SUPPORT, CORNERS 4 INTER5EGTION5 TYPICAL TOP OF WALL BRACE (HORIZONTAL) SECTION 2 NO SCALE 55.1 51MP50N 5TG CLIP EA. SIDE EA. J015T TYPICAL CONNECTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF PERPENDICULAR TO JOISTS SECTION i NO SCALE TE5 SPECIAL STRUCTURAL WALL TYPE. ALL WALL5 SHOWN ON 5TRUGTURAL DRAWIN65 2xb AT 16" O.G. UNLESS DE516NATED SPECIAL. STUD LAYOUT SHALL MATCH TR J55 OR J015T HUT ABOVE WHERE APPLICABLE. ALL EXTERIOR WALL5 SHALL HAVE 1/2" WOOD SHEATHING AND 41LED WITH 8d AT b" O.G. AT EDGES AND 12" O.G. IN FIELD UNLE-56 DE516NATED SPECIAL. RIOR WALL5 AND ALL DE516NATED SHEAR WALLS SHALL BE BLOCKED AT ALL SHEATHIN6 `.D&E NAILING APPLIES TO ALL TOP AND BOTTOM PLATES, VERTICAL JOINTS, HORIZONTAL JOINTS, AND WALL GORNER5. :AM5 OR HEADERS FRAME INTO WALLS AND A COLUMN 15 NOT GALLED OUT, PROVIDE COLUMN PER 10 /55.1 FOR BEAM PERPENDICULAR AND PARALLEL TO WALL. :ATE5 BUILT -UP STUD COLUMNS AT HEADERS IN WALL5 - SEE q /55.1 FOR HEADER PARALLEL WALL. ANCHOR BOLT SIZE AND 5PAGIN6 APPLICABLE AT NEW CONSTRUCTION UNLESS NOTED 5E. ALL ANCHOR BOLTS AND EPDXY - 6ROUTED BOLTS AT MU051LL5. ETC., TO HAVE IASHER 3 /I6"x2 "x2" OR 5TD ROUND PLATE WASHER. EMBED ALL 3/4"(P ANCHOR BOLTS 10" I 1 /8 "m ANCHOR BOLTS 12" MIN. UNLE55 NOTED OTHERWI5E. NOTE: TAP. A.B. REQ'D AT b" IM END(5) OF ALL K05ILL PLATE-5. NOTE: A.B. 51ZE AND 5PAGIN6 AND MU05ILL PLATE WPLIGABLE AT GROUND FLOOR LEVEL ONLY U.N.O.. PLATES AND BOLTS AT OTHER TO BE AS DETAILED. 'LATE-5 TO MATCH WALL WIDTH U.N.O. ALL PLATES TO BE TREATED. DO NOT C.OUNTER - R ANCHOR BOLT5, ETC.. MAXIMUM HOLE 51ZE FOR BOLTS SHALL NOT EXCEED 1 /I6" _. PLATE 51ZE APPLICABLE AT MAIN FLOOR LEVEL - SEE DETAILS FOR EXACT CONDITIONS, IIGKNE55, ETC., VARIES AT UPPER FLOOR LEVELS, ETG. -- SEE SPECIFIC DETAILS. i ARE TO BE FULL HEIGHT (ONE PIECE) FROM MLV51LL PLATE OR BOTTOM WALL PLATE TO E5 OR BEAM(5), ETC., AT ROOF OR FLOOR 5HEATHIN6 LEVELS. > REFERS TO PLYWOOD 5HEATHIN6 OR ORIENTED STRAND BOARD (05B). 46 MATERIAL FOR SHEAR WALL5 (STUDS, PLATES, BLOGKIN6, ETC) TO BE DOU6LA5 FIR TIER. ALL GOVERIN6 (INGLUDIN(5 STRUCTURAL 5HEATHIN6) 15 ABSENT FROM 80TH FACES OF STUD :N BRACE STUDS PER 14/55.1. %L BLOGKIN(5 MEMBERS AT ABUTTIN6 PANEL E06E5 SHALL BE Ih "x3h" TIMBER5TRAND N51ON VERTICAL) OR EQUAL. 5HEATHIN6 NAILING SHALL BE 5TA66ERE0 INTO 3x STUDS. AND TIMBER5TRAND BLOGKIN6 WHERE APPLICABLE. NAILIN6 SHALL BE 5TA66ERED INTO 3x STUDS AND 3x PLATES. 'WOOD SHEATHING 15 INSTALLED ON BOTH SIDES OF STUD WALL (3x(o STUDS) THE PANEL DOES (ABUTTING PANEL JOINTS) ARE TO BE OFFSET FROM SIDE TO SIDE OF WALL JOINTS ARE NOT TO OCCUR ON SAME STUD). SHEATHING NAILIN6 SHALL BE 5TA66ERED TUD5, PLATES AND BLOGKIN6. HORIZONTAL BLOGKIN6 MEMBERS AT ABUTTING PANEL ALL BE Ih "x3h" TIMBER5TRAND (LONG DIMENSION VERTICAL) OR EQUAL. IIN6 TO BE TIMBER5TRAND L5L I5E MATERIAL SEE 5TRUCTURAL 6ENERAL NOTES FOR TION5. AND KP5ILL PLATES, ETC., AT (E) CONSTRUCTION. SEE SPECIFIC DETAILS. IGE5 • DBL TOP WALL fE 5 51MPSON M5T136 � HDR N4F SIDE FILL VOI (2)2x4 FOR BRACE LEN6TH UP TO 14' - (2)2xb FOR L3x5xl /4x0' -3" BRACE LEN6TH 14' TO 20' (LLH) W/ 1/2 "mx4" SIMPSON H3 LA6 BOLT - �PROVIDE 1/2"(P LD SIMPSON A35 --� I 1 M.B. OR VELD CEILING Ibd - - 160 O.G. 12 MAX. FOR CONNECTION OF BRACE TO STRUCTURE ABOVE SEE�4e NOTES: L MAX. 5PAGIN6 OF BRACES = 10'-0 2. BRAGE5 NOT REQV WITHIN 8' -0" OF OTHER LATERAL WALL SUPPORT, CORNERS 4 INTER5EGTION5 TYPICAL TOP OF WALL BRACE UP TO 5TRUCTURE GEILIN6 WWWWALWIll TO COL. — H55 GOLUMN SECTION 3 (55.1 SECTION 4 NO SCALE SHEAR WALL NO SCALE 55.1 SEE PLAN(5) FOR HEADER 51ZE - USE bx8 ® BR6. WALL5 ® 2xb WALL5 4 LAR6ER DBL. TOP IE 4x8 ® BRO. WALL5 ® 2x4 WALLS CONT. OVER UNLE55 OTHERWISE NOTED - HEADER SHIM IF NECESSARY W/ INI5UL. J INDICATES # OF FULL HT 5TUD5 INDIGATE5 # OF CRIPPLES REOV ® ENT. WALL ADJACENT TO END OF BEAM. UNDER END OF HDR -5EE FDN AND/OR SEE FDN AND /OR FLR PLANS - FLR PLANS PROVIDE (1) CRIPPLE STUD NOTE: AT B.U. HEADERS PROVIDE (1) MIN. MIN. IN EARIN6 HAI L5 - SEE TYPICAL STUD WALL CONSTRUCTION AT HEADER _ SECTION NO SCALE STUD WALL CONSTRUCTION SCHEDULE IpIM 111 � �� I // ig SHEAR WALL REQUIREMENTS MARK 5HEATHIN6 REQUIREMENT5 (8) W ED6E NAILING FIELD NAILIN6 ANCHOR BOLT 51ZE 4 5PAGIN6 (5X15) MIN. (b)(IS) MUD5ILL REMARKS A 112" 5HEATHIN6 ONE 51DE 8d ® b" 8d ® 12" ill! 3x (11) g 1/2" 5HEATHIN6 ONE 51DE 8d ® 4" 8d ® 12" 3/4"(P - 4' -0" 3x (II) G I� 8d ® 3" 8d ® 12" 5/4"4P - 3' -0" 3x (11) D 112" 5HEATHIN6 BOTH SIDE 8d ® 6" Sd ® 12" 3/4 "d - 2' -8" 3x (13) E 112" SHEATHING BOTH SIDES 8d ® 4" 8d ® 12" 3/4 "m - 2' -0" 3x (13) OTHERWISE) TYPICAL AT STEEL COLUMN IN 2x STUD WALL W/ INI5UL. J INDICATES # OF FULL HT 5TUD5 INDIGATE5 # OF CRIPPLES REOV ® ENT. WALL ADJACENT TO END OF BEAM. UNDER END OF HDR -5EE FDN AND/OR SEE FDN AND /OR FLR PLANS - FLR PLANS PROVIDE (1) CRIPPLE STUD NOTE: AT B.U. HEADERS PROVIDE (1) MIN. MIN. IN EARIN6 HAI L5 - SEE TYPICAL STUD WALL CONSTRUCTION AT HEADER _ SECTION NO SCALE SCHED NO SCALE 8d ® 4" O.G. NEW OR 2x BLK'6 r (E) 5HT'6 STUD WALL CONSTRUCTION SCHEDULE IpIM 111 � �� I // ig SHEAR WALL REQUIREMENTS MARK 5HEATHIN6 REQUIREMENT5 (8) W ED6E NAILING FIELD NAILIN6 ANCHOR BOLT 51ZE 4 5PAGIN6 (5X15) MIN. (b)(IS) MUD5ILL REMARKS A 112" 5HEATHIN6 ONE 51DE 8d ® b" 8d ® 12" 3/4"(P - 4' -O" 3x (11) g 1/2" 5HEATHIN6 ONE 51DE 8d ® 4" 8d ® 12" 3/4"(P - 4' -0" 3x (II) G I/2" SHEATHING ONE SIDE 8d ® 3" 8d ® 12" 5/4"4P - 3' -0" 3x (11) D 112" 5HEATHIN6 BOTH SIDE 8d ® 6" Sd ® 12" 3/4 "d - 2' -8" 3x (13) E 112" SHEATHING BOTH SIDES 8d ® 4" 8d ® 12" 3/4 "m - 2' -0" 3x (13) OTHERWISE) TYPICAL AT STEEL COLUMN IN 2x STUD WALL PLAN II (55.1 I" =1' -0" Ibd TN AT 12" O.G. SPECIAL STUD SPACING REQUIREMENTS SPECIAL STUD SPACING REQUIREMENTS MARK STUD SIZE 4 5PAGIN6 (1) # STUDS REQ'D AT J5T BR6 MARK STUD 51ZE 4 5PAGIN6 (1) # STUDS REQ'D AT J5T BR6 2x4 ® 16" WA A 2x8 ® 24" N/A 2x6 ® 16" N/A A 2x8 ® 24" (1) 2x6 ® 16" (1) A2 11,4"xgi" TIMBER5TRAND ® 24" O.G. pa) N/A 4 2x6 ® 24" N/A 0 IVi"xqi" TIMBER5TRAND ® 24" O.G. naU (1) 5 2x6 ® 24" (I) A IVZ "x1V4" TIMBER5TRAND ® 24" O.G. '4) N/A 6 EXISTING N/A Q 3x8 ® 24" O.G. (1) 1 3xb ® 24" O.G. N/A 3x6 ® 24" O.G. (1) q 3x8 ® 16" O.C. (1) SCHED NO SCALE 8d ® 4" O.G. NEW OR 2x BLK'6 r (E) 5HT'6 NEW OR (E) NEW OR 4) 16d 2x ROOF JOISTS (E) JOISTS (MIN. 2x6 (E) PARALLEL TO JOISTS) BRACE AT SIM. TYPICAL BRACE CONNECTION PERPENDIGULAR TO 2x JOISTS ( TYPICAL BRACE CONNCECT ON TO 2x JOISTS AT SIM5 i� NO SCALE 55.1 NOTE: VEAM CONTINUOUS �r 2x STUDS OVER B.U. 2x GOL. PER PLANS 8d ® 4" O.G. T Sd ® 4" O.G. 5HEATHIN6 - I'VEB STIFF - MFR GLUED TO BLK'6 — JI TJI BLK'6 TYPICAL BRACE CONNECTION PERPENDIGULAR OR PARALLEL TO TJI JOISTS SECTION BM AT WALL END BEAM AT WALL BEAM AT HIP BEAM AT 45" 51MP50N A35 FRM'G CLIP AT BEAM DEPTH > 12" OMIT NAILS 4 >- NOTE: WHERE BM 15 GONT. INSTALL (3) 5 /5NP MB.'S EQUALLY DELETE A35 4 REPLACE W/ SPACED 4 DBL FULL HT. STUDS EA. 51DE i/. • .. • IpIM 111 � �� I // ig II COL. AT 51M - LOCATE NEW OR (E) NEW OR 4) 16d 2x ROOF JOISTS (E) JOISTS (MIN. 2x6 (E) PARALLEL TO JOISTS) BRACE AT SIM. TYPICAL BRACE CONNECTION PERPENDIGULAR TO 2x JOISTS ( TYPICAL BRACE CONNCECT ON TO 2x JOISTS AT SIM5 i� NO SCALE 55.1 NOTE: VEAM CONTINUOUS �r 2x STUDS OVER B.U. 2x GOL. PER PLANS 8d ® 4" O.G. T Sd ® 4" O.G. 5HEATHIN6 - I'VEB STIFF - MFR GLUED TO BLK'6 — JI TJI BLK'6 TYPICAL BRACE CONNECTION PERPENDIGULAR OR PARALLEL TO TJI JOISTS SECTION BM AT WALL END BEAM AT WALL BEAM AT HIP BEAM AT 45" 51MP50N A35 FRM'G CLIP AT BEAM DEPTH > 12" OMIT NAILS 4 >- NOTE: WHERE BM 15 GONT. INSTALL (3) 5 /5NP MB.'S EQUALLY DELETE A35 4 REPLACE W/ SPACED 4 DBL FULL HT. STUDS EA. 51DE i/. II I I DBL STUD EA. 51DE OF II COL. AT 51M - LOCATE T16HT TO COL. OR LOCATE ALONG SIDE BEAM ABOVE W/ b" WIDE SPACER BLOCKS �� • II BTWN DBL STUDS 4 COL. I II AT RODS TAP. EDGE / // ADDITIONAL FULL EA. STUD HT STUD EA. SIDE 5TL COL. 1/4 5/8 "(P THREADED (III RODS ® 12" FROM II TOP 4 BOT. OF I 5TL COL. 4 ® 3' -0" O.G. I I COL. 4 STUD WALL MCE55 NOTED OTHERWISE) TYPICAL AT STEEL COLUMN IN 2x STUD WALL PLAN II (55.1 I" =1' -0" Ibd TN AT 12" O.G. (2) ROW5 OF Bd AT 6" O.G. - 5TA66ER- ELEVATION VARIES 5TA66ER SHEAR WALL NAILING TJI'S PER PLAN SEE PLANS FOR WALL 5HEATHIN6 MATERIAL 4 STUD REQUIREMENTS — NO SCALE 8d ® 4" O.G. TO E AT PANEL EDC-E5 ROOF 5HT'6 a' -- 51MP50N M5TI36 STRAP(5) EA. FACE AT ALL 2x h SPLICES NU FULL NAILIN6 ® 3" O.G. 2x4 FLAT BLK'6* AT 8' -0" O.G. (AT PW. PANEL JOINTS) W/ J 51MP50N Z2 ® ENDS TYPICAL ® SHEAR WALL EXTENDING TO ROQF SHEATHING SECTION (2) Ibd TN AT EA. J015T TO f'L Ix4 ®3' -0" O.G. HORIZ. W/ (2) 8d EA. STUD — NOTE: WHERE WALL GOVEf 15 APPLIED TO ONE 51DE OF WALL ONLY, PROVIDE NO SCALE SEE PLANS FOR WALL MATERIAL ROOF J015T SOLID VENTED J015T BLK'6 �rcGVIDE DIA60NAL Ix4 24' O.G. FROM TOP PLATE TO END OF 5HEATHIN6 W/ (2) 8d NAILS EACH PLATE I I END OF SHEATHING OR I I HALL COVERING SOLID O.G. MAX. ® U=OR ST STUD WALL 4' -0" .G. M STRUCTURAL SHEATHING WALL GOVERIN6 TYPICAL HORIZONTAL BRACING AT INTERIOR WALL WITHOUT 5HEATHIN6 OR WALL 6OVERIN6 SECTION NO 5CALE (4) Ibd AT 6" O.G. AT EN05 4 BALANGE FILL VOID W/ F.O AT 12" O.G. - TYP. STUD IN5UL. AT 8d ® b' O.G.- STAGGER ALL 2x'5 TOP 4 KALL EXT. WALL ELEVATION BOTTOM VARIES UTILIZE 2x WALL (2) 2x WALL 5TU05 FOR TOP STUDS OR 4 BOT. fL 3/4" SHT'6 (4) STUDS FOR HDR - SEE PLAN(5) NOTE: TIMBER5TRAND STUDS SHOWN FOR FOR STUD REQ'MT5 2x10 WALL5 - USE FOR 51MP50N t: AT ENDS 4 NAILING 50LID SAWN 2x8 STRAPS 4 - 5EEe MATERIAL AT CALLOUT5 IN 13 ss 2x8 WALL5 COMMON SEE 15 GONT. 2xb W/ (2) DETAIL q15 Ibd /STUD EA. SIDE -O" E SECTI 1 " =1' -O" " 8d ® 4" O.G. TO BLK'6 AT PANEL ED6E5 5/8" 5HT'6 IN5TALL GONT I/8" PH. FILLER BLK'6 PANELS PER J5T MFR- LOCATE ® 5HT'6 E06E5 ® 8' -O" O.G. 2x8 STUDS Ib 55.1 II I I DBL STUD EA. 51DE OF II COL. AT 51M - LOCATE T16HT TO COL. OR LOCATE ALONG SIDE BEAM ABOVE W/ b" WIDE SPACER BLOCKS II BTWN DBL STUDS 4 COL. II AT RODS TAP. EDGE NAILING ADDITIONAL FULL EA. STUD HT STUD EA. SIDE 5TL COL. 1/4 5/8 "(P THREADED RODS ® 12" FROM II TOP 4 BOT. OF I 5TL COL. 4 ® 3' -0" O.G. I I COL. 4 STUD WALL MCE55 NOTED OTHERWISE) TYPICAL AT STEEL COLUMN IN 2x STUD WALL PLAN II (55.1 I" =1' -0" Ibd TN AT 12" O.G. ROOF J015T SOLID VENTED J015T BLK'6 �rcGVIDE DIA60NAL Ix4 24' O.G. FROM TOP PLATE TO END OF 5HEATHIN6 W/ (2) 8d NAILS EACH PLATE I I END OF SHEATHING OR I I HALL COVERING SOLID O.G. MAX. ® U=OR ST STUD WALL 4' -0" .G. M STRUCTURAL SHEATHING WALL GOVERIN6 TYPICAL HORIZONTAL BRACING AT INTERIOR WALL WITHOUT 5HEATHIN6 OR WALL 6OVERIN6 SECTION NO 5CALE (4) Ibd AT 6" O.G. AT EN05 4 BALANGE FILL VOID W/ F.O AT 12" O.G. - TYP. STUD IN5UL. AT 8d ® b' O.G.- STAGGER ALL 2x'5 TOP 4 KALL EXT. WALL ELEVATION BOTTOM VARIES UTILIZE 2x WALL (2) 2x WALL 5TU05 FOR TOP STUDS OR 4 BOT. fL 3/4" SHT'6 (4) STUDS FOR HDR - SEE PLAN(5) NOTE: TIMBER5TRAND STUDS SHOWN FOR FOR STUD REQ'MT5 2x10 WALL5 - USE FOR 51MP50N t: AT ENDS 4 NAILING 50LID SAWN 2x8 STRAPS 4 - 5EEe MATERIAL AT CALLOUT5 IN 13 ss 2x8 WALL5 COMMON SEE 15 GONT. 2xb W/ (2) DETAIL q15 Ibd /STUD EA. SIDE -O" E SECTI 1 " =1' -O" " 8d ® 4" O.G. TO BLK'6 AT PANEL ED6E5 5/8" 5HT'6 IN5TALL GONT I/8" PH. FILLER BLK'6 PANELS PER J5T MFR- LOCATE ® 5HT'6 E06E5 ® 8' -O" O.G. 2x8 STUDS Ib 55.1 SIMPSON LTTIq J5T EA. 51DE OF SUSPENDED SUPPORT RF BM F.O.S. FINISHES 51MPSON LTTIq AT (3) Ibd TOE NAIL 10 SEE ARCH. FOR $ ®APPROX. Ibd ® 12" O.G. 8' -0" O.G. MIDPOINT BETWEEN 3/4 "xb "xl' -3" b +. /JO15T PH. SPLICE 3/4 T$6 REMOVE (E) STUD 3/4" =Fll 3/4" T$6 PW GUSSET N.S. W/ (4)- Lbx4x3 /8 3/4" T$G IOd ®b" O.G. O.G./ IOd ®b' O.G. (b) -Ibd TO EA. Ibd ® EA. J5T 5HT'G 2, -0, WALL $ REPLACE IOd ®b" O.G. PANEL ED6E5 R // 5TAGGER (2 N.S. $ 2 FSJ SHT'6 51MP50N 5T21I5 AS 5HOWN - 5TA66ER BM END 5EE II 3/4" T$G IOd ® b" O.G. IOd ®b" O.G. ®BLK'6 - 3/4" T 3/4" MB. W/ 22� �� PH. NAILING PANEL EDGES - NUT M.I.W. $NUT IOd ®6" O.G. 2. - + + + 66ER EA. B4 2x4 FLAT 5%b 6L. --In w �A:: n� + S.W. NAILING n 51DE ED6E5 (4' -0" OGJ (3) -Ibd FACE BLK6 ® PANEL �- 51MP50N LB212 `r + +' +' + 51MP50N HU5212 -2TF 51MP50N LB212 + ® DBL JOISTS SSg GLc 2x J5T5 2x12 ® 24" O.G. (3) -I"d M.B.'S LTTIq EA. 51DE/'- DBL. 2x125 ® 24" OF CONN. SEE O.G. PER PLAN5 SECTION SECTION IA SECTION -0 2 1 " =1' " 552 I" =1' -0" 55.2 6 IOd ® 6" O.G. 8 6L. BM 5TAG6ER y�ALL ¢ 5��' NAIL (E) FLR 5HT'6 3/4" T$6 VE AT $ BM (E) 2x10 FLR TO 4x'5 W/ Sd ® lAEB STIFF. EA. - - -� J5T ®I b," O.G. 4" O.G - 5TAG6ER FLR 5HT'6 51DE BY J5T (3) Ibd 0 24" O.G. -- (E) 51y 6L. BM (E) 5HT'6-, K FLR J5T5 -J 3/4 " (pxO' -8" LAO i6ER 5GREWS AT 12" FROM NAILING EN05 $ 24" O.G. TIDE '5 IN (2) 12" O.G. SECTION b 1 " =1' -O" 552 3 A0,16 + + 4x10 HDR 4OL. HEAD OFF (E) JST W/ 5IMP50N (2 HU21 TH® " , u STL GOL. x(8)4 2x4" FULL HT WooD SCREWS TO RF TYP. PLAN l 1 " -I' -O" 55.2 IOd ® 6" O.G. ALONG PANEL E06E5 ® BLK'6 3/4" T$6 5HT'6 IV2"x3V2" FLAT L5L BLK'6 PANEL E06E5 (4' -0" O.CJ W/ Z2 CLIPS — TJI'S ® 24" O.C. TOP FLANGE HANGERS BY J5T MFR: TJI S ® 24" O.G. MAX. VERT. CAPACITY 14" TJI/Lb5 - 1600# 18" TJI/Lb5 - 2200# 18" TJI/LgO - 2400# DBL IS" TJI/LgO - 3100# MIN. UPLIFT GAPAGITY -300# SECTION I " =1' -O" 552 F.O.5. 2' -0" U.N.O. S.W. 2x ft'_ W/ IOd ® 6" O.G. NAILING (2) -Ibd —A 5TA6GER 16,10.0. STAGGER 5.W. 2x FLR NAILING J5T5 51MP. M5T12b —STAGGER S.W. STRAPS EA. 51DE NAILING OF DBL TOP h' SPLICES SECTION 12 SECTION 13 _ TOP R'5 NOTE: SHORE (E) ROOF $ WALL FRAMING OVER OPN'G AS REQ'D 2x125 ® 24" O.G. 51MP50N M5T126 5TRAP5 ® EA. FACE ® R SPLICE 10d ® b" O.G. AT PANEL EDGE5 TO BLK'6 - 5TA66ER 3/4" T4 5HT'6 '1 2x J5T5 IIA @2411 O.G. 2x BLK'G 0 P.W. IOd ® b" O.G. PANEL ED6E5 ® 5HT'6 (4' -0" O.G) - STAGGER SECTION ECTI I " =1' -0" Y LOCATION OF HDR PER i - PLANS 3!/2"x FLANGE WIDTH (RIP FROM q!/4m DEPTH) 2.OE PARALLAM P5L CONT. h" W/ 5/8 "(P M.B.'5 ® 2' -0" O.G.- 5TA66ER BM 6A -GTBR I" MAX. ---) 3 552 2x BLK'6 4' -0" O.G. PW. PANEL E06E5 GONT. 4x12 BLK'6 5/8 "(P THRU -BOLTS ® 2' -O" O.G. - 5TA66ER FOR DETAILS $ \ l WIBx GALLOUT5 IN �_ COMMON SEE �•2 " 24 24" O.G. SECTION q I " =1' -0" 55 2 9 35ie" F.O.5. 3/4"0 THRU -BOLTS ® 4' -0" O.G. ON q STAGGER 3/4" 5HT'6 ® S.W. NAILIN6: MEZZ. FLR _l\ n SEE SECTION I " =1' -0" NAIL THRU STUDS TO BLWO (5) -Ibd EA. STUD SECTION 4 3" fit` q STUDS, 3/I6" D STIFF. PL $ COL. fE EA. SIDE BR6 fL (2) -1/8 "Q WELDED STUD W/ NUT $ WASHER 2" 1 EA. 51DE ® BM 6A. Wlbx II II 2x STUD WALL II 1 N$F 51DE I II SECTION I"=1' -O" DBL R5 W/ (2) -Ibd ® 6" O.G. IOd ® b" O.G. ® 5HT'G - 5TA66ER 51MP. M5TI36 5TRAP5 EA. FACE AT DBL TOP R 5PLICE5 51MP. M5TI3b STRAPS W/ Z2 CLIPS EA. FACE OF DBL PL5 AT SPLICES TJI FLR J5T (2) -Ibd ® I6" .G. 2x FLR FRAMING ONTO WALL FRAMING PER (E) 5HT'6 j z PLANS N (E) 2x FLR J5T5 (F) 6L. BEAM5 _ J - ®4" O.G. - STAGGER -_ SECTION r5'�N DBL STUD N$F SIDE OF BM $ COL. ADD SOLID WOOD SPACER BLK ® WELDED STUDS SEE I I 51M. 55.1 H555x5 COL. m IOd 0 b" O.G. STAGGER 3/4" T$6 WEB STIFF. EA. SIDE PER JST MFR TJI'S 24" O.G. 51MP. M5TI36 STRAPS EA. FACE OF DBL E-5, AT SPLICES JOIST DEPTH MIN. VERT. GAPAGITY MIN. UPLIFT CAPACITY IS" 2400# 300# 20" 2800# 13LK'6 4 RIM JST SHORE (E) PO STUDS $ F NOTE: WALL ONE u (EJ COL. REG O $ REMOVE r (E) WALL FRAMING WHERE APPLICABLE - SEE DEMO PLANS 3x STUD FULL EXCLUDED 2x RIM J5T W _ HT EA. SIDE AT 6" FROM T$B Y 8 ® 24" O.G. CONT. 2xb IN Ibd O.G. (E) 3 "gyp 5TL COL. - - STAGGER "-8d ® 4" O.G. EA. STD NUT $ 8d ® 3" O.G. SIDE @ EA. STUD WA5HER TYP. - STAGGER - OFFSET NAILS 2x fL W/ (2) -Ibd �� _�•_ ® Ib" O.G. SEE ARCH. SEE PLAN $ 3x STUDS W/ 1/2" SGHED 12 STRAPS AT ALL , - 5EE PLANS It 5PLIGE5 + + 4x10 HDR 4OL. HEAD OFF (E) JST W/ 5IMP50N (2 HU21 TH® " , u STL GOL. x(8)4 2x4" FULL HT WooD SCREWS TO RF TYP. PLAN l 1 " -I' -O" 55.2 IOd ® 6" O.G. ALONG PANEL E06E5 ® BLK'6 3/4" T$6 5HT'6 IV2"x3V2" FLAT L5L BLK'6 PANEL E06E5 (4' -0" O.CJ W/ Z2 CLIPS — TJI'S ® 24" O.C. TOP FLANGE HANGERS BY J5T MFR: TJI S ® 24" O.G. MAX. VERT. CAPACITY 14" TJI/Lb5 - 1600# 18" TJI/Lb5 - 2200# 18" TJI/LgO - 2400# DBL IS" TJI/LgO - 3100# MIN. UPLIFT GAPAGITY -300# SECTION I " =1' -O" 552 F.O.5. 2' -0" U.N.O. S.W. 2x ft'_ W/ IOd ® 6" O.G. NAILING (2) -Ibd —A 5TA6GER 16,10.0. STAGGER 5.W. 2x FLR NAILING J5T5 51MP. M5T12b —STAGGER S.W. STRAPS EA. 51DE NAILING OF DBL TOP h' SPLICES SECTION 12 SECTION 13 _ TOP R'5 NOTE: SHORE (E) ROOF $ WALL FRAMING OVER OPN'G AS REQ'D 2x125 ® 24" O.G. 51MP50N M5T126 5TRAP5 ® EA. FACE ® R SPLICE 10d ® b" O.G. AT PANEL EDGE5 TO BLK'6 - 5TA66ER 3/4" T4 5HT'6 '1 2x J5T5 IIA @2411 O.G. 2x BLK'G 0 P.W. IOd ® b" O.G. PANEL ED6E5 ® 5HT'6 (4' -0" O.G) - STAGGER SECTION ECTI I " =1' -0" Y LOCATION OF HDR PER i - PLANS 3!/2"x FLANGE WIDTH (RIP FROM q!/4m DEPTH) 2.OE PARALLAM P5L CONT. h" W/ 5/8 "(P M.B.'5 ® 2' -0" O.G.- 5TA66ER BM 6A -GTBR I" MAX. ---) 3 552 2x BLK'6 4' -0" O.G. PW. PANEL E06E5 GONT. 4x12 BLK'6 5/8 "(P THRU -BOLTS ® 2' -O" O.G. - 5TA66ER FOR DETAILS $ \ l WIBx GALLOUT5 IN �_ COMMON SEE �•2 " 24 24" O.G. SECTION q I " =1' -0" 55 2 9 35ie" F.O.5. 3/4"0 THRU -BOLTS ® 4' -0" O.G. ON q STAGGER 3/4" 5HT'6 ® S.W. NAILIN6: MEZZ. FLR _l\ n SEE SECTION I " =1' -0" NAIL THRU STUDS TO BLWO (5) -Ibd EA. STUD SECTION 4 3" fit` q STUDS, 3/I6" D STIFF. PL $ COL. fE EA. SIDE BR6 fL (2) -1/8 "Q WELDED STUD W/ NUT $ WASHER 2" 1 EA. 51DE ® BM 6A. Wlbx II II 2x STUD WALL II 1 N$F 51DE I II SECTION I"=1' -O" DBL R5 W/ (2) -Ibd ® 6" O.G. IOd ® b" O.G. ® 5HT'G - 5TA66ER 51MP. M5TI36 5TRAP5 EA. FACE AT DBL TOP R 5PLICE5 51MP. M5TI3b STRAPS W/ Z2 CLIPS EA. FACE OF DBL PL5 AT SPLICES TJI FLR J5T (2) -Ibd ® I6" .G. 2x FLR FRAMING ONTO WALL FRAMING PER (E) 5HT'6 j z PLANS N (E) 2x FLR J5T5 (F) 6L. BEAM5 _ J - ®4" O.G. - STAGGER -_ SECTION r5'�N DBL STUD N$F SIDE OF BM $ COL. ADD SOLID WOOD SPACER BLK ® WELDED STUDS SEE I I 51M. 55.1 H555x5 COL. m IOd 0 b" O.G. STAGGER 3/4" T$6 WEB STIFF. EA. SIDE PER JST MFR TJI'S 24" O.G. 51MP. M5TI36 STRAPS EA. FACE OF DBL E-5, AT SPLICES JOIST DEPTH MIN. VERT. GAPAGITY MIN. UPLIFT CAPACITY IS" 2400# 300# 20" 2800# 300# ",J2x R. W/ (3) Ibd ® 12" O.G. 51N. NAILING I F V rAT "(P THRU- ECviT5 24" O.G. I ON I FLR G )NTIMIE5 W/ 2x10'5 PER PLANS SEE FDN PLAN TOP FLANGE HANGERS BY J5T MFR SECTION II 1 " =1' -0" 55.2 2x6 STUDS Ibd ® 24" O.G. 2x10 BLK'6 Ibd ® b" O.G. 4-0 - STAGGER (E) FLR 5HT'6 - (E) 2x10 ® 16" O.0 51MP. A54 ANGHOR5 2x W/ (8) #lx2" WOOD 5GREW5 3x STUDS - REMOVE $ REPLACE OMIT WALL (E) CEILING AS BELOW ® REQ'D - GOORD. W/ SIM. ARGH. SECTION 1l I " =1' -O" 55.2 SEE PLANS FOR 51MP. A23 (LLV) EXTEND TO ® (1-) STUD It NEW =ULL HT (E) 5TUD D NEW OPN'6 STUDS AS SHOWN TYP. AS 5HOWN (E) WALL STUDS 16" O.G. OR 24" O.G. V (2) -Ibd (4) Ibd FIELD VERIFY .G. TO HDR TYP. 1 I (3) -Ibd TYP. 2x f� W/ (3) Ibd FINISH M- O ON TOP - OPTIONAL�- MIN. EA. STUD - -- TYP (4) Ibd MEGH. EQUIPMENT, NOTE: BLK'6 TYP. NOTE: LAM ALL ETC., - SEE MEGH. 4T LOUVER OPN'G I I STUDS TO 5TUD5 (E) 2x8 STUDS PLANS - WEIGHT NOT REQ'D AT >E DBL T AT SILL W/ Ibd ® 12" O.G. ® 24" OG TO EXCEED THAT 51MP. LTP4 AT 16" O.G. b' -O" O.G. MAX. - STAGGER SHOWN A PLANS - STAGGER SIDE TO AT ALL BAYS 2x (j' W/ (2) j 1 I Ibd ® 12" O.G. BT b E) 6.L. BM ANCHORAGE TO FLR SIDE 2x JOISTS AT INSTALL 3/4" L EPDXY- BTWN O (E) 5 24" O.G. MAX. E INT. FINISHES i I I I SYSTEM FOR SEISMIC _ 2'D TO INSTALL 1 GROUTED BOLT R FL? 2x CRIPPLE (3) -Ibd - REMOVE (E) WALL 3/4" T$6 LOADS BY MEGH. RETAIN (E) IL'S PER SCHEDULE AMINE - REPLACE VU 2 "� WASHER $ 5�D5 EA. 2x OINPN6 BELOW FOR SHT'G -- - - - EN6INEER/GONTRAGTOR �- - 3 MIN. NUT - EMBED 6' MIN. GEILIN6 FINISH 'GH EXI5TN6 " I M'I I (3) -Ibd (2) -Ibd ® 12" O.G. _r MAT'L ARCH. E (E) EXT. WALL I I SEE ARCH. FO I I 5 $FRAMING I I WORK REQ'D AT I 1 51MP. A23 (LLV) DBL 2x R5 TYP. - (E) JOISTS i'D FOR OPN'6 2/2] THRESHOLD --_ - ®(E) STUD $NEW ®HEAD (E) 2x8 STUDS TJI FLR J5T5 ®Ib O.G. JOIST SIZE MAX. SPAN - - L - ___X STUD5 A5 SHOWN TYP. SEE PLANS FACE BM W/ P.W. ?E-NAIL (E) EXT. - - -- DBL STUDS I ®Ib" O.G. 5EE O.G. - REMOVE (E) HEADERS f'G ®PE _IM. (4) Ibd Z_,REMOVE (F� f} (E) 2x MUD5ILL ft AT JAMB SHORE (E) FRAMING $ 2x4 8' I" O.G. Tom'• AS REQ D I I NOTE: (E) 1/2" P.W. SHT'6 TO FLUSH WALL I I 1 8 WOOD 51DIN6 ® F.5. WIDTH $STUD BR6 WALL (E) GONG. INDICATE5 # OF CRIPPLE 5TUD5 REQ D UNDER I OF 5TUD5 - RENAIL AT FOR NEW OPN'65 2xb 12' IN ARCH. FOR FDN WALL END OF HDR - SEE FDN AND /OR FLR PLANS - TJI BLK'6 PANELS ADD'L DBL TJI'5 W/ OPN'6 $REMOVAL PERIM. Vy/ Ibd AT 6' O.G. 91e G.L. HDR 2x8 14' NT. AND /OR EXT. PROVIDE (1) MIN. THRU 51DIN6 $ P.W. AT 5' -0" O.G. W/ LOAD TRANSFER BLOCKS, FOR DETAILS $ CONNECTIONS BY ETC., BY J5T MFR - 2x10 Ib' NOTE: FOR GALLOUTS 5. ETC., PRIOR TO CALLOUT5 IN INDICATES # OF FULL HT STUDS ADJ. TO END NOTE: FRAMING (E) U2" P.W. 5HT'G AT N.5. J5T MFR TYP. LOCATE UNDER EA. NO RAMI 6 MBER TO BE IN COMMON $ REQ'MNT'S I n � 'DING W/ ANY WORK COMMON SEE q OF BEAM AT (E) STUD -SEE FDN AND /OR FLR 15 SYM ABOUT OF STUDS - REMOVE AS #2 DOUGLAS FIR OR BETTER 5'I PLANS - PROVIDE (1) STUD MIN. AT FLR - SEE Ig OPN'6 NOTE: 51NGLE TJI UNDER LONG EDGE OF EQUIP. �tl SHOY`AI $ RENAIL ®PERIM. SUPPORT FRAME TYPICAL FRAMING REQUIREMENTS AT NEW OPENING IN EXISTING STUD WALL W/ 8d AT b" O.G. LONG E06E5 OF FRAME WOOD FRAME GEILIN6 SCHEDULE AT SIM. SECTION IS SECTION Iq SECTION 20 SECTION 2I DETAIL 22 NO SCALE 55.2 1 " =1' -0" 55.2 I " =1' -O" 552 I " =1' -0" 552 NO SCALE 552 I74 TO (E) 3z COL. F.O.5. SHORE (E) PO STUDS $ _ $ FLR FRAMING AS NOTE: WALL ONE (EJ COL. REG O $ REMOVE SIDE OF COL. (E) WALL FRAMING WHERE APPLICABLE - SEE DEMO PLANS 3x STUD FULL 5/8 "m THREADED RODS 8d ® 4" O.G. - -, HT EA. SIDE AT 6" FROM T$B 8 ® 24" O.G. CONT. 2xb IN Ibd 16' O.G. (E) 3 "gyp 5TL COL. - - STAGGER "-8d ® 4" O.G. EA. STD NUT $ 8d ® 3" O.G. SIDE @ EA. STUD WA5HER TYP. - STAGGER - OFFSET NAILS 2x fL W/ (2) -Ibd FROM 51DE TO ® Ib" O.G. 51DE TO PREVENT SPLITTING SEE PLAN $ 3x STUDS W/ 1/2" SGHED 12 5HT'6 EA. SIDE - 5EE PLANS PLAN I6 ",J2x R. W/ (3) Ibd ® 12" O.G. 51N. NAILING I F V rAT "(P THRU- ECviT5 24" O.G. I ON I FLR G )NTIMIE5 W/ 2x10'5 PER PLANS SEE FDN PLAN TOP FLANGE HANGERS BY J5T MFR SECTION II 1 " =1' -0" 55.2 2x6 STUDS Ibd ® 24" O.G. 2x10 BLK'6 Ibd ® b" O.G. 4-0 - STAGGER (E) FLR 5HT'6 - (E) 2x10 ® 16" O.0 51MP. A54 ANGHOR5 2x W/ (8) #lx2" WOOD 5GREW5 3x STUDS - REMOVE $ REPLACE OMIT WALL (E) CEILING AS BELOW ® REQ'D - GOORD. W/ SIM. ARGH. SECTION 1l I " =1' -O" 55.2 SEE PLANS FOR 51MP. A23 (LLV) EXTEND TO ® (1-) STUD It NEW =ULL HT (E) 5TUD D NEW OPN'6 STUDS AS SHOWN TYP. AS 5HOWN (E) WALL STUDS 16" O.G. OR 24" O.G. V (2) -Ibd (4) Ibd FIELD VERIFY .G. TO HDR TYP. 1 I (3) -Ibd TYP. 2x f� W/ (3) Ibd FINISH M- O ON TOP - OPTIONAL�- MIN. EA. STUD - -- TYP (4) Ibd MEGH. EQUIPMENT, NOTE: BLK'6 TYP. NOTE: LAM ALL ETC., - SEE MEGH. 4T LOUVER OPN'G I I STUDS TO 5TUD5 (E) 2x8 STUDS PLANS - WEIGHT NOT REQ'D AT >E DBL T AT SILL W/ Ibd ® 12" O.G. ® 24" OG TO EXCEED THAT 51MP. LTP4 AT 16" O.G. b' -O" O.G. MAX. - STAGGER SHOWN A PLANS - STAGGER SIDE TO AT ALL BAYS 2x (j' W/ (2) j 1 I Ibd ® 12" O.G. BT b E) 6.L. BM ANCHORAGE TO FLR SIDE 2x JOISTS AT INSTALL 3/4" L EPDXY- BTWN O (E) 5 24" O.G. MAX. E INT. FINISHES i I I I SYSTEM FOR SEISMIC _ 2'D TO INSTALL 1 GROUTED BOLT R FL? 2x CRIPPLE (3) -Ibd - REMOVE (E) WALL 3/4" T$6 LOADS BY MEGH. RETAIN (E) IL'S PER SCHEDULE AMINE - REPLACE VU 2 "� WASHER $ 5�D5 EA. 2x OINPN6 BELOW FOR SHT'G -- - - - EN6INEER/GONTRAGTOR �- - 3 MIN. NUT - EMBED 6' MIN. GEILIN6 FINISH 'GH EXI5TN6 " I M'I I (3) -Ibd (2) -Ibd ® 12" O.G. _r MAT'L ARCH. E (E) EXT. WALL I I SEE ARCH. FO I I 5 $FRAMING I I WORK REQ'D AT I 1 51MP. A23 (LLV) DBL 2x R5 TYP. - (E) JOISTS i'D FOR OPN'6 2/2] THRESHOLD --_ - ®(E) STUD $NEW ®HEAD (E) 2x8 STUDS TJI FLR J5T5 ®Ib O.G. JOIST SIZE MAX. SPAN - - L - ___X STUD5 A5 SHOWN TYP. SEE PLANS FACE BM W/ P.W. ?E-NAIL (E) EXT. - - -- DBL STUDS I ®Ib" O.G. 5EE O.G. - REMOVE (E) HEADERS f'G ®PE _IM. (4) Ibd Z_,REMOVE (F� f} (E) 2x MUD5ILL ft AT JAMB SHORE (E) FRAMING $ 2x4 8' I" O.G. Tom'• AS REQ D I I NOTE: (E) 1/2" P.W. SHT'6 TO FLUSH WALL I I 1 8 WOOD 51DIN6 ® F.5. WIDTH $STUD BR6 WALL (E) GONG. INDICATE5 # OF CRIPPLE 5TUD5 REQ D UNDER I OF 5TUD5 - RENAIL AT FOR NEW OPN'65 2xb 12' IN ARCH. FOR FDN WALL END OF HDR - SEE FDN AND /OR FLR PLANS - TJI BLK'6 PANELS ADD'L DBL TJI'5 W/ OPN'6 $REMOVAL PERIM. Vy/ Ibd AT 6' O.G. 91e G.L. HDR 2x8 14' NT. AND /OR EXT. PROVIDE (1) MIN. THRU 51DIN6 $ P.W. AT 5' -0" O.G. W/ LOAD TRANSFER BLOCKS, FOR DETAILS $ CONNECTIONS BY ETC., BY J5T MFR - 2x10 Ib' NOTE: FOR GALLOUTS 5. ETC., PRIOR TO CALLOUT5 IN INDICATES # OF FULL HT STUDS ADJ. TO END NOTE: FRAMING (E) U2" P.W. 5HT'G AT N.5. J5T MFR TYP. LOCATE UNDER EA. NO RAMI 6 MBER TO BE IN COMMON $ REQ'MNT'S I n � 'DING W/ ANY WORK COMMON SEE q OF BEAM AT (E) STUD -SEE FDN AND /OR FLR 15 SYM ABOUT OF STUDS - REMOVE AS #2 DOUGLAS FIR OR BETTER 5'I PLANS - PROVIDE (1) STUD MIN. AT FLR - SEE Ig OPN'6 NOTE: 51NGLE TJI UNDER LONG EDGE OF EQUIP. �tl SHOY`AI $ RENAIL ®PERIM. SUPPORT FRAME TYPICAL FRAMING REQUIREMENTS AT NEW OPENING IN EXISTING STUD WALL W/ 8d AT b" O.G. LONG E06E5 OF FRAME WOOD FRAME GEILIN6 SCHEDULE AT SIM. SECTION IS SECTION Iq SECTION 20 SECTION 2I DETAIL 22 NO SCALE 55.2 1 " =1' -0" 55.2 I " =1' -O" 552 I " =1' -0" 552 NO SCALE 552 m E o. M I a °o N N a 0 E m r 7 UN -BOLT S REMOVE (E) 5" 50. 5TL COL. ABOVE (E) FLOOR AFTER (E) ROOF DEMO 5TIFFENER RS PER 10 BR5 fi I "x5 "xl' -IV2" W/ 3/4 "iP x12" LAO 5GREW EA. SIDE W/ I!12" EDGE DI5TANGE 3/4 "x51.�"xl6" PW. FILLER R1 (E) 614 GL. BEAM5 NSF 51DE SECTION I., =1. -0I UN -BOLTS q REMOVE (E) 5' 50. -r FLOOR 552 5TL COL. ABOVE I I 3/4' SHT'6 (E) FLOOR AFTER I I 55.1 j FRAMING (E) ROOF DEMO EXCLUDED 8 II 4" 50. 5TL GOL. I' I 1 + I N FOR WALL 5" 50. 5TL COL. e2 FRAMING, 3116 1 ! I + 1 SEE b ETC.- SEE ss2 3 y n (J�4 6L. WI8x u� ON COL. FLOOR FRAMING (E) b4 6L. NSF 51DE5- 5EE 552 / BRG f)' 3/4 "x5 "x0',11" W/ 3/4 "dx12" LAG EASE BM EDGE 5EE evs FOR DETAILS S W/ I EDGE IDE j it (E) 5" 50. 5TL COL. GALLOUTS IN 0I5TANGE COMMON SEE I 4" 50. 5TL COL. 55 3 I i SECTION SECTION 3 9 1" =1' -O" 9 I" =1' -O" 553 ' " " " M5TI STRAPS ON 55.3 BOT. OF BLK'6 OL. 8a ®b" O.G. TYP. TE: DBL. *1-/4 UD5EA.510E -6ALV. H553x3xl/4 F COL. OMITTED 3V2 "x7 %" 1.3E R CLARITY PL 3 /Ib "Al "xl' -TYP OUT (E) FRM'G FOR (3) 3/4") M.B.3116 5ALV. 5 /8 "lP II VENT - 5EE ARGH.3 I I SIM. WEB STIFF. S J5T 551 HANGERS BY J5T MFR 3/4 "� M.B. ® 4" 8d ® 3" O.G. 5TA66ER 3/4" FLR 51476 j FRO COL. N F ALONG EA. TJI BLK'G SIDES- 15 552 N SIMPSON MST148 TJI FLR + ON EA. FACE OF JO15T5 DBL. (('-'S ABOVE + II S BELOW 5HT'6- + 11 II CENTER ON COL. „ #6x3 W.5. IN HORIZ. LEG ON J5T II II II 5TUD WALL 01. NSF 51DE5 DBL. TJI BLK'6 FOR I ]77 II (3) J5T BAYS ON COL. � 11 I S TIGHT TO FLR JOT S COL. 55.1 BLK'G W/ 51M. FULL HT TO ROOF 5IMP50N M5TI72 STRAP ON � OF 1455 5x7 COL. ROW OF ELK'6- NAIL W/ IOdxl�" N W/ 8d ® 4" O.G. ® 3" O.G.- 5TA56ER IN EA. STRAP 5TUD5 S COL. _SECTION FULL 1 " =1' -O" O 8 AT JAME35 55.3 S (E) GOL.5 AT INT. ;553 MULLIONS 2x10 OUTRIG6ER� a I " =1' -0" 55.3 ROOF JOISTS I/8 11 8a ®b" O.G. TYP. NOTE: SHORE ROOF FULL LENGTH ( -Iq') (E) 518" -6ALV. H553x3xl/4 FRM'6, ETC., S GUT 3V2 "x7 %" 1.3E 6ALV. M.I.W. 5 /8" 5HT'6- 5EE NOTE A ON 53.15A OUT (E) FRM'G FOR TIMBER5TRAND 5ALV. 5 /8 "lP II VENT - 5EE ARGH.3 NEW OPN'G L5L V5 TM r(E) 2x4 WOOD ON H55 � 5 /8 "dx0' -b" LAG 5CREW5 r'" O T�YP. v P. 5HOWN: ATTACH W/ ad ® TOP OF ® 24" O.G.- GTBR N p HOLE5 AS NOTED HEADS k STAGGER SLOTTED HOLE IN VERT. LEG S w 4x MULLIONS NSF SIDES LL „ #6x3 W.5. IN HORIZ. LEG ON J5T (3) 5 /Ib "NXO' -7" LAG ad ® 4" O.G. ® (Fa MTL PANELS - 01. SCREWS ® EA. 5TUD- LOGATION5 SHOWN- PRE -DRILL A5 REO'D BLK'G W/ NAIL NEW S (E) 5HT'6 REMOVE S REPLACE W/ 8d ® 4" O.G. 51476 TO PERMIT ft'. l^I/ #ll W.S. FULL I145TALLATION, ETC. Z2 GLIP5 L ® 12 O.G. TO J5T PENS REMOVE S REPLACE (E) 2x4 SOLID L5L BLK6 GANT., ETC., 5EE ARCH. ADD FRM'6- i� (E) 6W8- (E) WOOD 51DIN6 (E) I/2" PW. 5HT 'G 5EE ARGH.� OVER 1/2" 5HT'6 ® 51M. (E) 2x8 STUDS ®24" O.G. (E) 1/2" PK 5HT'6 SECTION I„ =1'-q" (E) 5 /8" 5HT'G ON Ibd TN EA. SIDE ® 2x125 ® 24" O.G. JOISTS YVO GLIP5 OVERBUILD FRM'G ROOF DECK TRU55E5 ® 2' -0" O.G. 5LOPE5 5EE(p%56.1 sb.l (E) BM - (* EXG. A5 NOTED) SECTION v Q FOR DETAILS S GALLOUT5IN .7 COMMON 5EE 553 DEL JST5 W/ LOAD TRANSFER BLOGK5, ETC., BY J5T MFR TYP. 2' -O" 2' -0" 2' -O" a I " =1' -0" 55.3 ON H55 ¢ I/8 11 8a ®b" O.G. TYP. sYM. ABOUT � ON H55 (�_ (E) 518" -6ALV. H553x3xl/4 II GONT. RIDGE 6ALV. M.I.W. 5 /8" 5HT'6- 5EE NOTE A ON 53.15A S NUT TYP. -GALV. L4x4xl /4 (LLV)- 5ALV. 5 /8 "lP II VENT - 5EE ARGH.3 W/ SEAL WELD5 51MP50N 5TGT CLIP ® ROOF J5T r(E) 2x4 WOOD ON H55 � M.B.S NSF 51DE W/ Iy2" 22" TJI HEADER TOP FLANGE HANGER 5HOWN: ATTACH W/ ad ® TOP OF BY J5T MFR - MIN. W/ 3"x10" VENT EDGE 0I5T. HOLE5 AS NOTED SLOTTED HOLE IN VERT. LEG S NOTE: 5EE ARCH. FOR NEW 4x P I „ #6x3 W.5. IN HORIZ. LEG ON J5T VENTING REO'MT5, ETC. MTL PANELS - 01. 2x4 FLAT 5EE ARCH.- .I BLK'G W/ 2xb BEVELED y' 1 SIMPSON l^I/ #ll W.S. FULL w g Z2 GLIP5 L ® 12 O.G. TO J5T PENS ADD FRM'6- _ ad ®b" O.G. 5EE ARGH.� (E) 5 /8" 5HT'G ON Ibd TN EA. SIDE ® 2x125 ® 24" O.G. JOISTS YVO GLIP5 OVERBUILD FRM'G ROOF DECK TRU55E5 ® 2' -0" O.G. 5LOPE5 5EE(p%56.1 sb.l (E) BM - (* EXG. A5 NOTED) SECTION v Q FOR DETAILS S GALLOUT5IN .7 COMMON 5EE 553 DEL JST5 W/ LOAD TRANSFER BLOGK5, ETC., BY J5T MFR TYP. 2' -O" 2' -0" 2' -O" J SIM. 553 51M. 4xb WLLION5 NSF 51DE5 5EE MEGH. PLANS FOR LOUVERS, ETC. FT -Ibd ®12° O.G. III STAGGER FULL LENGTH 3!6"x7V4" 1.3E TIMBER5TRAND L5L fE 2x BLK'6 (FOR PK NAILING) W/ (5) Ibd SECTION a I " =1' -0" 55.3 ON H55 ¢ -11EB 5TIFFENE115 - 6ALV. IE I /4 "x3lb "x0' -q" ROOF BM ON H55 (�_ (E) 518" -6ALV. H553x3xl/4 ROOF 5HT'6 PER J5T MFR--� 6ALV. M.I.W. ON (E) BM J'S S NUT TYP. -GALV. L4x4xl /4 (LLV)- 5ALV. 3 1I6" GAP fE BTWN H55 FRAMES W/ SEAL WELD5 -6ALV. fE I /4 "x3 "x0' -q" r(E) 2x4 WOOD ON H55 � 1 R ON BMt (� 22" TJI HEADER TOP FLANGE HANGER JOI5T5 PER PLAN BY J5T MFR - MIN. W/ 3"x10" VENT VERT. LOAD CAPAGI HOLE5 AS NOTED 22" TJI/LgO J015T5 NOTE: J015T5 ARE CAMBERED J SIM. 553 51M. 4xb WLLION5 NSF 51DE5 5EE MEGH. PLANS FOR LOUVERS, ETC. FT -Ibd ®12° O.G. III STAGGER FULL LENGTH 3!6"x7V4" 1.3E TIMBER5TRAND L5L fE 2x BLK'6 (FOR PK NAILING) W/ (5) Ibd SECTION a I " =1' -0" 55.3 -6ALV. L4x4xl /4 1 (LLH)- BUTT 5PLIGE - ON H55 ¢ (E) b% 6L. - 6ALV. IE I /4 "x3lb "x0' -q" ROOF BM ON H55 (�_ (E) 518" -6ALV. H553x3xl/4 ROOF 5HT'6 FRAMES 10' -O" O.G.± 6ALV. M.I.W. ON (E) BM J'S S NUT TYP. -GALV. L4x4xl /4 (LLV)- 5ALV. 3 1I6" GAP fE BTWN H55 FRAMES W/ SEAL WELD5 -6ALV. fE I /4 "x3 "x0' -q" r(E) 2x4 WOOD ON H55 � 1 R ON BMt (� 7U4" 12 - - -3 rFRIFY -6ALV. 5/8" mxO' -10" 1 LAG BOLT5 ON - H55 S 6L. BM c); (E) b% 6L. 3" ROOF BM TO ROOF SYSTEM TEM (E) 518" L 3' -0" ROOF 5HT'6 SECTION r12 I " =1' -O" 55.3 I" =1,-O" "'CTION 3/4" =1' -O" 5HT'G ELEV. VARIES lb" TJI/L65 J015T5 FLAT BLK'6 ® 13 8' -O" O.G. 5EE 551 2x8 L5L J015T5 (BY ROOF J5T MFR) W/ 51MP50N LE25 HANGERS E 51MP5ON L570- INSTALL PRIOR TO INSTALLING TOP L5L fE NOTE: J0I5T5 S ROOF DEGK SLOPE, ETC., WHERE APPLIGA13LE *4xb BLK'G ® CONN. LOGATION5 OF Ml FRAME NOTE: INSTALL 4xb J015T5 61M (E) ROOF JOISTS UNDER UNIT S IN NEXT J5T 5PAGE BEYOND END OR EDGE OF UNIT NOTE: AT 51M. AT REPLACED MECH. UNITS. (E) CURBS S ADD'L FRM'6 (E)- IN5TALL NEW 4x5 A5 SHOWN W/ INT. 4x TIGHT TO (E) ADD'L FRM'6 S BLK'6 * 5UPPORT 4x 5LK'6 FROM ADJ. FRM'6 W/ 51MP50N HU546TF LAG 5GREW5 31/2" L5L fE S I I II „ (3) 12r 6L. COL. ADD'L L5 fE AT SIM. II -'�- - - - -- �E51MP50N L570 - - REMOVE S 2x8 K' BLK'6 REPLACE 2x8 AT 51M. CRIPPLE STUD A5 REG'D CIE INSTALL L570 ON fE q S U5E (10) #7x3" W.S. (IN PLACE OF NAIL5) TO R'S S COL. SECTION �gi I" =1' -0" 55.3 6ALV. 1 /4 "0"x 0' -51i&" RS BOT. OF MTL 1/8 3� PANELS V3 + 2% „ + 14553 3 -6ALV. 1/4" TOP F X154' 3 FRAME VERT. r i I NOTE: MITER CUT 4x3 r r ANGLES ® CORNER (Fa 644x21 6L. rrrr HIP BEAM CL OF (E) 6L. BEAM5 r S VERT. LEG OF A r r r NOTE: GONSTRUCT H55 FRAMES r rrr HORIZ. LE6 OF rrr % FRAME ® HIP 5LOPE S FULL PENE WELD TO VERT. LEG a 45" FOR TY'P. H553x3xl/4 FRAME GALLOUT5, ETC.- 5EE 12 (E) 63/4x15 6L. ROOF BEAMS ® ROOF SLOPE PLAN DETAIL 13 5/a "4PXO' -b" LAG 5GREW5 EA. 5 ABOU FULL L5L F y MEGH. UNITS } MEGH. UNIT SUPPORT FRAME AT PERIMETER OF UNIT- 5EE MEGH. WALL It ad ®4" O.G. 6 PLANS S Ml 5TA66ER TORO FOR TO ROOF SYSTEM TEM (E) 5/8" _ ROOF 5147'61 `-(E) 2xb ROOF J015T5 ® Ib" O.G. OR 24" O.G. INSTALL 4x J015T5 TI6HT TO DECKING $ SUPPORT FROM (E) 6L. ROOF BEAM5 NSF SIDE (10' -0" O.G. t)� 51MP50N LU544 *4xb BLK'6 REO'D UNDER UNIT SUPPORT FRAME AT END5 SECTION 1" =1' -0" 7 `WY 4)Y 553 (3) DBL. TOP IDE- 5TAG6ER T to WALL It 55.3 i I I! .5L fE-5 ' LENGTH ® SIM. - - II 1 DBL. I I MULLI STUD ! STAG 5T 6 MULLI J -- 2x8 �N (LAM TO STUD 1 ® b" O.G. 5ER)- 4xb �)N S 51M. STUDS (3) 5 /Ib "dxO' -7" LAG (2) I/2" mxO' -q" LAG SCREWS ® EA. STUD- SCREWS ® 4x PRE -DRILL S GTBR MULLIONS ® 51M. NOTE: INSTALL PRIOR TO INSTALLING 31-�" L5L R.'S SECTION to I" =1' -O" 55.3 H5530 FRAME tTFIK ¢ H55 FRAMES BEYOND IN FOR DETAIL5 S EA. DIRECTION GALLOUT5IN 13 COMMON 5EE 553 INSTALL 4x12'5 W/ BEVELED TOP ON LAO BOLT ¢ S T16HT TO ROOF 5HT'6- PLUMB BM VERT. W/ FLR- EXTEND BEAM(5) BTWN (E) b314 6L. ROOF BEAMS l 0.6) (Fa 2xb ROOF JOISTS ® 24" O.G. (E) 63/4 6L. ROOF BM PLAN DETAIL CL (E) b 5/4 6L. ROOF BM 0 O 0 J O Cu 30 0 J Z Q 0� Z_ Z) 0 �w w QLL- J cz Ou O NN U- < O r-4 3 z Lu CO < O U Ln z° O� wc Q Z J O O O L = cn U N C 'z _V E = O U J E W � ExGiRES 4/4t/0" Agency /Constmctability Set PROJECT 23025 DRAWN: JMW DATE 13 FESURAY2004 SHEET S5.3 OF: o ® t T z 01. 0 a w g 0 F L Q 0 O 0 J O Cu 30 0 J Z Q 0� Z_ Z) 0 �w w QLL- J cz Ou O NN U- < O r-4 3 z Lu CO < O U Ln z° O� wc Q Z J O O O L = cn U N C 'z _V E = O U J E W � ExGiRES 4/4t/0" Agency /Constmctability Set PROJECT 23025 DRAWN: JMW DATE 13 FESURAY2004 SHEET S5.3 OF: BM WIDTH + 1/8" k LAP 1/4" k MIN. EP IE TUBE OR PIPE COL. NtN NOTE: ® SIM. BM 15 I4<ill GONT. OVER COL. CONN. G SIDE fj'_ COL. PNUM15ER 31`N SHIM EACH SIDE 1 b" UNLE55 I/4" IF BEAMS ARE NOTED OTHERWISE UNEQUAL WIDTHS I/2" MAX. PLAN SEE SPECIFIC DETAIL FOR LOCATION S OF BOLTS 11 ,1 11 iN {FULL LENGTH - COL. TO T- 6L. BM WIDTH BR6 fL' "L II L SIDE R Il1N L WELD IIQN WELD 'b" Il MIN. 13O LT 3�b 318" 3/16" 3/I6" ADDITIONAL 2x4 4 NAIL 3/4" 5'5 5/8" 3/I6" 3/16" _- 3/4" 04 3/4" 1/4" 1/4" I 18" 3/4" A4 1" 3/8" 1/4" 3/Ib" We," 104 1 Iii" 1 318" 1 318" 1 1/4" T /8" TYPICAL 6LULAM BEAM BEARING CONNECTION ASSEMBLY DETAIL NO SCALE 56.1 SAW KERF ON BM ¢ 3 Ib 1+ 1 0.�, I 3/Ib 1 + 318" KERF fE W/ 1 4° (2) 3/4" MB.S T�iv BM PER PLAN 5TL COL. l- BR6 PL NOTE: BEAMS II 55.1 BOTH SIDES ® BEAM 51ZE BEARING f(' 346 GL. OR 4x 5 /8 "x3 "x0' -b" 546 6L. OR bx 5 /8 "x5 "x0' -b" SIM. NOTES: -BEAM ON GOLUMN 4,- U.N.O. -BEAM S fj'_ SLOPE WHERE APPLICABLE -SKEW CONNECTION WHERE REQUIRED -FIELD WELD IE'5 TO (E) 5TL COL. WHERE REQUIRED SECTION NO SCALE TJI RF J5T -L - (2) Ibd 2x4 EA. END -� MAX.LOAD =qO# EACH HANGER NOTE: FOR LINES GREATER THAN 3 "Q HANG FROM 6LULAM BEAMS OR 10 STUD WALL OR HANG PER DETAIL OR SUPPORT OFF WALLS WHEN SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER TYPICAL SPRINKLER LINE ATTACHMENT FOR LINES 3'4 OR SMALLER SECTION 11 NO SGALE 56.1 Sd ®b O.G.- STAGGER (2) #8x3" WOOD SCREWS (3) Ibd \ 2x12 FASCIA 1 2x8 BLK'6 ® 2x FLAT J �'S W/ TOE NAIL TO BM bxb P05T PER PLAN W/ 51MP50N PC66 E 2x4 FLATS ® 2' -0" O.G M (LOCATE 0 PH. PANEL JOINTS) 3/4' SHT'6 °o N 51MP50N Z2 CLIPS LL m I bx10 BEAM(5) BTWN VALLEY a° S POST AND POST $ RIDGE R SEE I° t I/2' II 56.1 55.1 TYPICAL BEAM TO COLUMN CONNECTION WITH BEAM DEPTHS UNEQUAL BY 746' OR LE55 COL. SHIM EACH SIDE " T. 4 " J,;'= 6' UNLESS IF BEAMS ARE NOTED OTHERWISE UNEQUAL WIDTHS I12" MAX. ON DETAIL GALLOUT II�II 1111 - 1 + + II + - JI II + DF #1 OR MAX. T 6LULAM _ BLOCKING SEE 56.1 I" t 1/2" II 55.1 Ibd EACH SIDE TYPICAL BEAM TO GOLUMN CONNECTION WITH BEAM DEPTHS UNEQUAL BY T�" OR LE55 SECTION -� 4' -0" MAX. + jj -JL + - SEE I° t I/2' II 56.1 55.1 TYPICAL BEAM TO COLUMN CONNECTION WITH BEAM DEPTHS UNEQUAL BY 746' OR LE55 COL. SHIM EACH SIDE " T. 4 " J,;'= 6' UNLESS IF BEAMS ARE NOTED OTHERWISE UNEQUAL WIDTHS I12" MAX. ON DETAIL GALLOUT II�II 1111 - 1 + + II + - JI II + DF #1 OR MAX. T 6LULAM _ BLOCKING SEE 56.1 I" t 1/2" II 55.1 Ibd EACH SIDE TYPICAL BEAM TO GOLUMN CONNECTION WITH BEAM DEPTHS UNEQUAL BY T�" OR LE55 SECTION -� 4' -0" MAX. SECTION � NO SCALE 56.1 NO SCALE 56.1 NOTE: U.N.O. NAIL 4' -0" MAX. SECTION 5HT'6 W/ Sd C b" O.G. _-__ FOR HT. GREATER I" =1' -O" ® ALL PANEL ENDS THAN b' -0" PROVIDE I EDGES S 8d ® 12" ADDITIONAL 2x4 4 NAIL I O.G. IN FIELD OF W/ (2) Ibd INTO EA. 2x4 -2x4 SUPPORT ON PANELS 8 _- ADJACENT JOISTS 56.1 1/2" PW=TEAT./ 5 /8 "�2/Ib) S ERG fE W/ (2) 8d BRIG iE TO 1/4 2x4 TYP. 6" O.G. BACK R 1/4 IL Yz" FULL HT COL. 2x4 GONT. PER PLAN ALL HEAT PUMPS 2x4 VERT. TYp, -' OR E FANS NEW OR (E) (2) Ibd TO SECTION 10 PK 5HT'6 2x6 E EA. J5T 56.1 ' NOTE: ' I. AT CONTRACTORS _ TOENAIL NU OPTION 2x4 FRAMING ' 3 Ibd TO MAY BE REPLACED BEVELED EA. JOISTS W/ GANG NAIL TRUSSES 2x4 GONT, ETC. BELOW 2. AT EXISTING CONDITIONS REMOVE EXIST. ROOFING (E) 2x RF JSTS AND INSUL. AS REQ'D TO TOP CHORD ® 16" O.G. OR BEAR OVERBUILD DIREGTLY OF TJI-5, ETC. 24" O.G. WHERE ONTO WOOD ROOF DECKING APPLICABLE /SHEATHING TYPICAL AT OVERBUILD FRAMING SECTION � NO SCALE 1/2' PK GUSSET fZ EA. END 8d � 61, O.G. CAL. -S1 LOUNLES ONN. SHIM EACH SIDE IF BEAMS ARE 1/2" MAX. OT HERWISE NOTED UNEQUAL WIDTHS ON DETAIL GALLOUT + + �� 4,1+ "+ IAN BM L N�11 R 1/4 "x4" Q2N =71 + + EACH SIDE W/ (4) 3/4' 4P M.B. + + 51MP50N 5T2g2 - - - EACH SIDE 1 SEE e12' UNLESS NOTED OTHERWISE II ON DETAIL GALLOUT 1/2" PK GUSSET It W/ (2) Sd INTO EA. 2x4 TYP. SECTION NO SCALE 56.1 2x4 VERT. - -� i ITI 1+1 NEW OR (E) TJI RF 2x6 fl PK 5HT'6 J5T'5 NOTE: AT VALLEYS PROVIDE FLAT NEW OR (E) 2x RF FLAT 2x6 BILKS PARALLEL W/ J5T'5 ® lb" O.G. OR VALLEY - SUPPORT ® RF J5T'S 24" O.G. WHERE W/ SIMP. Z2 CLIPS - NAIL UPPER APPLICABLE 2x6 fL' THRU RF 5HT'6 TO BLK'G W/ (2) Ibd ® 12" O.G. TYPICAL AT OVERBUILD FRAMING SECTION i8 NO SCALE Sb.l COL. BOLTS ON � ®51M. r I END OF BM AT SIM. I + I � I 2 ® SIM. SEE e I/2" MIN. I" TYPIGAI SINGLE BEAM TO COLUMN CONNECTION SECTION NO SCALE 56.1 MIN. -2x4 EACH 51DE SPRINKLER MAX. LOAD =qO# ATTACHMENT EACH HANGER PER SPRINKLER CONTRACTOR NOTE: FOR LINES GREATER THAN 3Nd HANG FROM 6LULAM BEAMS OR 10 STUD WALL OR HANG PER DETAIL sb OR SUPPORT OFF WALLS WHEN SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER TYPICAL SPRINKLER LINE ATTACHMENT FOR LINES 3 "d OR SMALLER SECTION NO SCALE 56.1 5�" ® 2x6 HOLE MAY BE F/4 2x8 BEAM LOCATED ANYWHERE ® 2x10 DISTANCE FROM FADE OF 4" MIN FROM TOP S ABOVE 45" LINE 2x4 SUPPORT -SEE SCHEDULE SHT'G CBOT. OF BEAMS ® 6" ABOVE BOT. STUD DO NOT OUT GLR DISTANCE BETWEEN HOLES 15 TWICE 3�N HOLES IN THE DIAMETER OF THE LAR6E5T HOLE LOCATE �_ OF MIN. 2%" MAX. ® CANT HOLE ® MID- p I L IV' MAX. I" MIN. ®2x I 2x6 4 2x8 - PORTION HOLE 51ZE SEE SCHEDULE* DEPTH OF GLU- N 3 "� S 2x8 - 2" 3" MAX. ® COORDINATE PENETRATIONS THRU LAM BEAMS q z I MAX. p ®2x10 Q 2x10 PH. JOISTS W/ J015T MFR S IN C T NOTE: HOLES CANNOT 5/8" MIN. O ACCORDANCE W/ SCHEDULES p BE DRILLED THROUGH NOTCHING OF OR 2x10 PUBLISHED BY J015T MFR 6LULAM BM5 LE55 5TUD5 NOT STUD WALL MAX. VIA. THAN 12" IN DEPTH ALLOWED FRAMING OF ERG ¢ B' NOTES IN 6LULAM BEAMS = 3' ALLOWABLE PENETRATIONS THROUGH STUDS SPAN I. DO NOT GUT OR NOTCH JOIST FLANGES. BR6 WALL OR 2. DO NOT GUT, DRILL OR NOTCH LAMINATED SUPPORT BM ALLOWABLE PENETRATIONS THROUGH PW. JOISTS VENEEFZ LUMBER WITHOUT SPECIFIC ® 6LULAM EQ. MIDDLE 10' -0" EQ. TYP. APPROVAL OF ENGINEER. BEAMS O SPAN ALLOWABLE PENETRATIONS THROUGH 6LULAM BEAMS ALLOwARI F PENETRATIONS THROUGH WALL 572125 PLYWOOD JOISTS S 6LULAM BEAMS DETAIL rl 2 1 "= 11_Q 56.1 14 RIDGES POST 56.1 51MP50N M5T148 STRAP 5� BM S R CENTERED ON R106E S bx BEAMS EXTEND TO F.O. POST S bx BEAMS N.S. WALL FRM'6 OVER 6x10 6x10 - 51MP50N HUG612TF- 2x FLAT BLK'G SHIM BEAMS AS REQ'D 51MP50N EGG5 %a -b Wl 6x6 POST 51MP50N AGE6 STRAPS ROTATED q0" EA. 510E LOUVER OPN'6 I.-ADD'L 2x5 - SEE ARCH. I I OPN'65 MULLION d STRAPS 2x FULL HT / STUDS TO ROOF CRIPPLE STUD ECTION 14 SECTION (11) SECTI I" =1' -O" 56.1 I "= I' -0" I I "= I' -O" B.U. HDR - SEE IS SSd 51MP50N M5TI26 STRAPS ONE N.S. S ONE F.S. C 3 /8 "xb� "x0' -10" BEARING FE W 6L. KERF R W/ (2) 8%4 GL. -1/8 "x8 "x0' -bI,5" 7/8 "Q MB.'S HANGER TYP. I BEAM PER I +, I PLAN ®v I +� KERF R TO HANBY GENERAL CONTRACTOR TO BACK fl' 3/Ib NUT S (EXCEPT BY SPRINKLER Y � S ERG fE u N BRIG iE TO 1/4 2. DO NOT GUT OR DRILL 612' BACK R 1/4 IL Yz" FULL HT COL. PER PLAN ALL HEAT PUMPS R NOTES: OR E FANS OVER q0# - BEAM(5) ON EITHER 51DE SECTION 10 OR BOTH SIDES OF COL. 56.1 - BEAM(5) d R.S, ETC. ON COL. � U.N.O -IE'S (EXG. BR6), WELDS ETC. TYP. FOR ALL BEAMS SECT101 NO SCALE q" MIN. BACK E g PTO COL. > ° FLUSH TOP OF ° BM'S U.N.O. 0 BACK R 1 /2 "x COL. WIDTH +2 "xl' -O" �- BM PER PLAN BR6 R BEAM 51ZE BEARING FE W 6L. 3 /4 "xb "x0' -bI�" 8%4 GL. -1/8 "x8 "x0' -bI,5" D1 I + TJI J5T 51MP50N U44 J5T HANGER TYP. T 2x4 EA. SIDE OF z TJ BOTTOM CHORD (2)2- ja ®v WOO I. ALL FRAMING SHOWN HANBY GENERAL CONTRACTOR U NUT S (EXCEPT BY SPRINKLER Y � 0 �x u N 3 "€ 2. DO NOT GUT OR DRILL L w R 8 IL Q D1 I (4) 3 "d VENT HOLES 2x SOLID VENTED BLK'6 EQUALLY SPACED W/ (2) SIMP50N A345 O.G. 1 ,-3/4'- 5HT'6 4x10 ® 32" O.G J FOR DETAILS S GALLOUTS IN 6 SEE e COMMON 5EE � sb.2 MSTI STRAPS SECTION 13 1' =1' -O" 56.1 - SEE PLANS S 51MP50N 5T2122 W/ NOTE: bx BLOCKS S TJI BLK'6 DETAILS BELOW (5) Ibd EA. END ® PANELS REOV I' -O" NSF SIDES FOR REQ'MTS FLAT BLK'6 OF B GKET (EXGLUDED)- Sd ® b" O.G. 8d ® 4" O.G. AT SEE 12 SIM. PANEL EDGES '2 EL. VARIES DBL. 2x BL4E3LK'6 TO BLK'6 (3) 3/4 "Q MB'S (4) Ibd FA (2) 5/4"(P, VARIES - - - THRU 57212 5/8 SHTG MB. AT W/ (3) Ibd/ SIM. 3" GLR OF kFOR LING FINISHES, OVER BUILD v . AT SIM. FRAMING 6L. PER PLANS 6L. ® SIM. GONT. 2x6 S5 h 3x3 /8 Ibd TO EA. I" MIN. IV2"x5�" TIMBERSTRAND 12" MAX. (4) Ibd TO L5L FLAT BLK'6 PANEL EDGES (4' -0" O.G.) ROD, ETC. E CLIMB OR W/ Z2 CLIPS 3/4" � MB. EA. END ER SUPPORT MAX. LOAD 3000# SECTION 1T SECTION IS I" =1'-O" 56.1 1" =1' -011 56.1 0 0 z0 �0 Q u- N u- J_ Q w w 0 Z 0 ►- Q Q3 tV LLJ } 0� 0 O N O 0D � � C) CV Q z J D 0° O O L = V) U GO C I= � V E C= O J E LLJ EXPIRES 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DEM DATE 13 FEBURAY 2004 SHEET S6.1 OF: + TJI J5T 51MP50N U44 J5T HANGER TYP. ") M.B. 2x4 EA. SIDE OF TJ BOTTOM CHORD (2)2- ja NOTES: WOO I. ALL FRAMING SHOWN HANBY GENERAL CONTRACTOR NUT S (EXCEPT BY SPRINKLER WASHER CONTRACTOR IF USED FOR SPRINKLER LINES) 420 RT 2. DO NOT GUT OR DRILL ROD H. UNIT THRU J015 T. OR GING 3. MAX. SUPPORT LOAD = 500# LOAGH TYPICAL DETAIL FOR HANGING LOADS FROM TJI ALL HEAT PUMPS R FANS OR E FANS OVER q0# SECTION 10 NO SCALE 56.1 (4) 3 "d VENT HOLES 2x SOLID VENTED BLK'6 EQUALLY SPACED W/ (2) SIMP50N A345 O.G. 1 ,-3/4'- 5HT'6 4x10 ® 32" O.G J FOR DETAILS S GALLOUTS IN 6 SEE e COMMON 5EE � sb.2 MSTI STRAPS SECTION 13 1' =1' -O" 56.1 - SEE PLANS S 51MP50N 5T2122 W/ NOTE: bx BLOCKS S TJI BLK'6 DETAILS BELOW (5) Ibd EA. END ® PANELS REOV I' -O" NSF SIDES FOR REQ'MTS FLAT BLK'6 OF B GKET (EXGLUDED)- Sd ® b" O.G. 8d ® 4" O.G. AT SEE 12 SIM. PANEL EDGES '2 EL. VARIES DBL. 2x BL4E3LK'6 TO BLK'6 (3) 3/4 "Q MB'S (4) Ibd FA (2) 5/4"(P, VARIES - - - THRU 57212 5/8 SHTG MB. AT W/ (3) Ibd/ SIM. 3" GLR OF kFOR LING FINISHES, OVER BUILD v . AT SIM. FRAMING 6L. PER PLANS 6L. ® SIM. GONT. 2x6 S5 h 3x3 /8 Ibd TO EA. I" MIN. IV2"x5�" TIMBERSTRAND 12" MAX. (4) Ibd TO L5L FLAT BLK'6 PANEL EDGES (4' -0" O.G.) ROD, ETC. E CLIMB OR W/ Z2 CLIPS 3/4" � MB. EA. END ER SUPPORT MAX. LOAD 3000# SECTION 1T SECTION IS I" =1'-O" 56.1 1" =1' -011 56.1 0 0 z0 �0 Q u- N u- J_ Q w w 0 Z 0 ►- Q Q3 tV LLJ } 0� 0 O N O 0D � � C) CV Q z J D 0° O O L = V) U GO C I= � V E C= O J E LLJ EXPIRES 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: DEM DATE 13 FEBURAY 2004 SHEET S6.1 OF: 3xb BLK'6 W/ (2) 51MP. A34 ANGHOR5 (GA (b" FROM EN05) EA. PIECE. IN5TALL I (2) Ibd TN INTO 15T5 ® END5 - PROVIDE (3) 2"(P HOLE5 FOR VENTING I JST F.0.5. _ I 5'-6" U.N.O. SEE PLAN 5TA66ER 1 PANEL EDGE NAILING LOAD TRAN5FER BLOCKS d GON- SEGTION5 PER J5T MFR - - -� DBL. TJL - 5EE PLAN5 FOR 51ZE ETG ��aw -1 2x6 ® 24" O.G. CENTERED ON PW. E06E5 ` LOCATION OF HEADER WHERE SECTION IY =11 /lll 4 t ?" 2x8 1.3E L5L J015T5 ? (2x D.F #2 OPTIONAL) ALONGSIDE EA. ROOF J5T d FLAT @ BY J5T MFR ® bA 562 Lax BEVELED 9 (2) #10 x 5" WOOD 644 6L. BM PER 5GREW5 ® 16" O.G. PLAN5- 5EE 15 MSTI 5TRAP5 s4.1 J015T5 d OUTRIC,6 -E NOTE: ® 32" O.G. AT SIM. FOR FA5GIA AND ADDITIONAL GALL 5 IN GOWlO N SEE 562 TOP FLANGE HANGER 2x6 OR 2x8 STUD WALL PER J015T MFR MIN. (4) 5TUD5 REQD ® 63/4 HANGER CAPACITY BM LOCATION W/O HOR REOV: DBL. DBL. 16, JSTS 2211 JSTS Ib.. JSTS 22' JSTS MIN. VERT. 1200# 2000# 2400# 3800# CAPACITY MIN. UPLIFT CAPACITY 300# 420# 500# 100# SECTION b bA IY =I1 -011 56.2 56.2 EL. VARIES VARIE5- 5EE 0 5/8" 5HT'6 NOTEON 12 562 m E 15% - b 6L. n bx BLOGK5 B TJI BLK'5 PANEL5 REQ'D_ 1' -0" NBF 51DE OF CONN. (EXCLUDED) i F -SEE 12 iv N6LE5 OF A 64, 562 4 a - FBM� (4) Lbx4x3 /8'5 a FOR CONN. OF w o ANGLES TO MEZZ. m , 1 a° FLR BEAM5 5ELOW i t� SEE 2 ss2 �_ vl WHERE APPLICABLE PANEL E06E NAILING__� 3' -Illb" MAX. 5EE ARCH. �- ELEVATION VARIE5 W/ ROOF 5LOPE SECTION 50N 2x12 G-I 2x12 STRUGT. FA5GIA - 5EE ARCH. (3) #8x44 5GREW5 51MP. M5TI36 5TRAP5 ® EA. FACE ® R 5PLIGE5 SEE PLAN5 d `- 'GHED• 12 FRAMING OVER EXCLUDED - 5EE SEEeB 562 2" TYR 3/8 "x4V" x FULL HE16HT WEB STIFF. EA. 51DE BR6 R 3 /4 "x4 "xl' -O" W/ (4) 3/4"(P THREADED STUDS AT 244" ABOUT 4 (AT BEAM 6A) STAGGER VENT RI06E 5LOT5 IN 5HT'6 8d ® 6" O.G. TO 5LK'6 d 4x EA. 51DE ---- 5/8" 5HT'6---- 2x4 FLAT BLK'G TJI's ® 24" O.G.' 3!"xlllg" 2.OE PARALLAM P5L GONT. R W/ 5 18" O M.B.'s ® 2' -0" O.G. - 5TA66ER ® BM GAGE W33x *NOTE: AT DBL. J015T HAN6ER5 MIN. VERT. CAPACITY 2200#, MIN. UPLIFT CAPACITY 500# I GRID 1 F.0.5. 8 2x4 M5TI 5TRAP5 ® 6-0" O.G. BLK' (CENTER ON J015T d RIDGE) 51MF b 3 - NAIL W/ (b) IOd x IV" NAIL5 GLIP ® 3" O.G. IN PRE - PUNCHED END HOLES - 5TA66ER-� WEB 5TIFFENER EA. TJI F 51DE BY J015T MFR J5T5 GONT. 4x6 W/ Ibd TOENAIL ® 16" O.G. - 5TA6GER TOP FLAN6E HANGERS* BY J015T MFR (MIN. VERT. CAPACITY = 1300 #, MIN. UPLIFT CAPACITY = 300#) I ¢. RIDGE 5TRAP5 d W33 4xbxl' -2" LONG BEVELED BLOCKS ® 2' -0" O.G. - LOG. (5) Sd/BLOCK ON J5T - SECURE W/ (b) Ibd TN JI ROOF 5T5 51MP. M5TI48 "x24" OPEN 5TRAP5 LOT5 IN PW. b' -0" O.G. ANEL E06E5 ON J5T. q W33x FOR DETAILS d GALLOUT5IN 2 COMMON 5EE 562 LA/ N 2 PLAN 3 SECTION 4 I "�I'Z /" �.2 III -II -QII G /.2 III- II_011 /:l �1 L5TI STRAP bxb BLOGK5 NBF SIDES 5/6'0 THRU BOLT5 TO T - H55Tx7 1/4 V WALL 5TUD5, 13R6 fE d COL. SECTION RIDGE 0 51M. (2) LSTIi3 STRAPS - (I) ®NEAR NOTE; ADD BEVELED BLOCK EDGE d (U ®FAR EDGE OF TOP ATOP BM W/ BOLT5 AND INSTALL (2) 3/4 "m THREADED 5TUD5 BEAM d (2) MST] -0 5TRAP5 PER _ WELDED TO BM ON WALL 5TRAP5 fE's - NAIL FULLY W/ IOd ,2 q W/ BEVELED WA5HER5 COMMON NAIL5 BEVELED BLOCKS _ AND NUTS 2/a 3 11 EXCLUDED 2%m _ _� STOP (E AT F.S.XCLUDED) ) 5 /8" 5AW KERF ON WALL (E LSTI 5TRAP5 - �CENTER ON z RIDGE ® 51M. (4) 3/4 "(p MB.'s i DBL TOP ' 5�" 6L. -DEPTH BEVELED TOP OF f t� FOR WIDTH OF WALL 8 's ®51M. VARIES OMIT BM ® 51M. )� FULL HT 5TUD5 EA. 5TIFF. fE'5 SIDE 3/8 "x4.5" STIFF. IE EA. 51DE- 5EE 562 SEE ss.l 51M. I I 6 "xb" b II 611 5PAGER BLOGK5 Eel i m roj a• i ff.12 • • ..o. • •• • - - • - • Fin In IM -A ij�lwj 'O��►. - '__ ,1111 . • __ 8d ®4" O.G.- 6x10 BLOCKS CIE STAGGER EA. VV LE55 THAN 1 /I6" 51DE OF 5LK'6 GAP TO GAP WEB 63/4 GL. b44 6L. ® 51M.- 51h" WIPE WEBbx BLOCKS d TJI STIFF. GLUED B FOR BRACKET BLK'5 ® V -O" O.G. NAILED TO J5T BY CONN. ®MAT d ® 5U5PENDER d BRACKET MFR ®BLK'6 MOVER d SVPPORT5- 5EE RF PLAN LOCATIONS ROPE B CLIM 5EE (18 SECTION E m r RF 5HT'6 CLINCH NAIL ENDS TYP. TJI 5LK'6 PANELS VV/ V EB 5TIFF. GLUED 4 NAILED TJI'5 ® 24" O.G 1 I d WALL I I'rl 11 4" I "5" I IF _ IF+ +; + + 111 I I �I 4 II 51M. I I by E0.5. O SECTION GONT. SLOT IN GONT. RID6E VENT. 5HT'6 EA. 510E -5EE ARCH. FOR VENTIN6 RIDGE VERT. CAPACITY 51MP. M5TI48 5TRAP5 Sd ® 3" O.G. 8' -0" O.G. (CENTER ON JST EA. 510E TO d RI06E) NAIL EA. END W/ U5E HOLE 5AV4 N- IOd x 1!,�" NAIL5 (10/13L OGK) 3" O.G. IN PRE- PUNCHED M5TI48 STRAPS O 5HEATHIN HOLE5 STAGGER 4x12 ® 32" O.G. ® BY J5T MFR (MIN. VERT. 51M. W/ B412 W/ TOP IHEB STIFF. FLANGES OVER EA. 51DE BY BEVELED BLOGK5 J5T MFR v -4 56 GL. (2x D.F. #2 OPTIONAL) TJI'S 32" O.G. 3h"x5I-6" WIDE x TJI'5 ® 32" O.G. 16" LONG BEVELED fE d BLOCKS (6LULAM OR TOP FLANGE %R TIMBER5TRAND) BY J5T PER JST MFR- MFR -LOG. ON ¢ OF TJI'5 MIN. VERT. CAPACITY 5EG19 TO BM W/ #10x6" ® I6118" J5T5- WOOD 5GREW5 ® 3" O.G. Ib00# MIN. UPLIFT STAGGER (5/6LOGK MIN) CAPACITY - 400# SHOP APPLIED TO (3) #10 x 6" WOOD SECTION 13 111 =11 -QII LOVEROUILD PER PLANS Sd ® 3" O.G. - 5TA66ER 0 BLOCKS (5/BLOCK) M5TI " 0.&.. ® 8' -O" O.G. COPE FLANGE VA ® 51M) GONT. 4x OR 4x BLOCKS--- GONT. fE J L3x3xl /4xl' -O" EACH 51DE - OMIT ® 51M. hB3x T T18 "x12 "x11 -0II W/ (4) 3/4 "(P THREADED 5TUD5 AT 23/4" ABOUT CL H555xT GOL TJI'S ®24" O.G. WEB 5TIFF. EA. SIDE BY 6T MFR TOP FLANGE H6R PER J5T MFR (MIN. VERT. CAPACITY - 1300# MIN. UPLIFT GAPAGITY 400#) - 5UPPOR T FROM BEVELED IF -� NOTE: AT DEL. J5T HA%ER5 MIN. VERT. GAPAGITY 1900#, MIN. UPLIFT CAPACITY 500# 51MP M5136 517 EA. FACE ® ALL / 2x R 5PLIGE5 �-OIEB STIFF. EA. SIDE z �a HANGER (MIN. s VERT. CAPACITY N 6L. BM PER PLANS = 1300 #, MIN. FA5GIA UPLIFT CAPACITY -, AND EXTEND INTO WALL U5E HOLE 5AV4 , , ON B.U. COL. D WALL NAILING M5TI48 STRAPS O ® ENDS TO TOP FLANGE HANGERS 2x fE 5PLIGE5 GE BY J5T MFR (MIN. VERT. Q 2x8 1.3E L5L PREVENT (4) #8x4" WOOD U v NOTE: AT DBL. 15T HAN6ER (2x D.F. #2 OPTIONAL) OVERGUTTIN6 MIN. UPLIFT CAPACITY 500# SECTION SCREWS ® EA. IQ d ] " =I'-O" 56.2 OUTRI66ER J5T - 4x BEVELED h'_ W/ OUTRI66ER 3 t o o SHOP APPLIED TO (3) #10 x 6" WOOD O LLM EA. J5T PER 15T MFR 5" 5" VENT OPN 6 51MP. H2.5 ® EA. OUTRI66ER N 5TA66ER S.W. NAILING 5/8" 5HT'6 2x 50LID VENTED 'N LO. OF HDR PER PLAN5 8d ®b O.G. BLK'6 W/ (2) 51MP. NOTE: STUD REQUIRED A34'S EA. PIECE 3i "x3142" FLAT AT J015T BEARING - 5EE !, WALL 5GHEDULE d PLAN5 FFIILLLER BY J5T SECTION n a �-; I I 8d ®6" O.G. 0 v TJI'S ®24" O.G. WEB 5TIFF. EA. SIDE BY 6T MFR TOP FLANGE H6R PER J5T MFR (MIN. VERT. CAPACITY - 1300# MIN. UPLIFT GAPAGITY 400#) - 5UPPOR T FROM BEVELED IF -� NOTE: AT DEL. J5T HA%ER5 MIN. VERT. GAPAGITY 1900#, MIN. UPLIFT CAPACITY 500# 51MP M5136 517 EA. FACE ® ALL / 2x R 5PLIGE5 III_II -QII 3xbxl' -2" BLOGK5 ® 2' -0" O.G. ON JOIST O W/ (2) A34 ANCHOR - (1) NEAR 51DE / (1) FAR 51DE WALL, STRAPS I3 n j AND BLOGK5 (5) 8d PER BLOCK MSTI 48 STRAPS - SEE 562 5HT'6 NOTE: LOCATE TOP OF 63/4 BELOW 130T. OF 5HT'6 ® FACE OF WALL STAGGER SW. �-OIEB STIFF. EA. SIDE 2x12 5TRUGT. BY J5T MFR TYP. HANGER (MIN. s VERT. CAPACITY N 6L. BM PER PLANS = 1300 #, MIN. FA5GIA UPLIFT CAPACITY -, AND EXTEND INTO WALL = 300 #) , , ON B.U. COL. D WALL NAILING M5TI48 STRAPS O EA. FACE ALL TOP FLANGE HANGERS 2x fE 5PLIGE5 GE BY J5T MFR (MIN. VERT. Q CAPACITY = 20004, 5HT'6 (4) #8x4" WOOD U v NOTE: AT DBL. 15T HAN6ER BEVELED BLOGK5 MIN. VERT. CAPACITY 3300 #, MIN. UPLIFT CAPACITY 500# SECTION SCREWS ® EA. IQ d ] " =I'-O" 56.2 0 4x BEVELED h'_ W/ OUTRI66ER 3 t _ (3) #10 x 6" WOOD 5GREW5 ® I6" O.G. LLM a -STAGGER 51MP. H2.5 ® EA. OUTRI66ER 5TA66ER S.W. NAILING LO. OF HDR PER PLAN5 NOTE: STUD REQUIRED AT J015T BEARING - 5EE WALL 5GHEDULE d PLAN5 SECTION n III_II -QII 3xbxl' -2" BLOGK5 ® 2' -0" O.G. ON JOIST O W/ (2) A34 ANCHOR - (1) NEAR 51DE / (1) FAR 51DE WALL, STRAPS I3 n j AND BLOGK5 (5) 8d PER BLOCK MSTI 48 STRAPS - SEE 562 5HT'6 NOTE: LOCATE TOP OF 63/4 BELOW 130T. OF 5HT'6 ® FACE OF WALL STAGGER SW. �-OIEB STIFF. EA. SIDE NAILING BY J5T MFR TYP. HANGER (MIN. VERT. CAPACITY N 6L. BM PER PLANS = 1300 #, MIN. -NOTCH TOP FOR DBL. R'S UPLIFT CAPACITY -, AND EXTEND INTO WALL = 300 #) , , ON B.U. COL. D WALL NAILING M5TI48 STRAPS O EA. FACE ALL TOP FLANGE HANGERS 2x fE 5PLIGE5 GE BY J5T MFR (MIN. VERT. Q CAPACITY = 20004, 5HT'6 MIN. UPLIFT GAPAGIT( = 300 #) ne NOTE: AT DBL. 15T HAN6ER BEVELED BLOGK5 MIN. VERT. CAPACITY 3300 #, MIN. UPLIFT CAPACITY 500# SECTION IQ ] " =I'-O" 56.2 CRIPPLE WALL AT OVERBUILD 5410 YN/ 5LOPED 5EAT AT 51M. W/ TOP FLANGES OVER BEVELED BLOGK5 4x10 ® 32" O.G. AT 51M. - ALIGN NV TJI's 14 SEE sv2 WHERE APPLICABLE Sd ® 3" O.G.- 5TA66ER BLOCKS (5/BLOK) -� M5TI 5TRAP ® 8' -0" O.G.- rt 51MP50N M5TI26 EA. r, FACE OF DBL. TOP FE"5 ® 5PLIGE5 3!/2"x51b "xlb" 4 "xT1/4"Ab" BEVELED ii'_ BEVELED fE BLOGK5 ON J5T (E W/ BLOCKS ON #10 x 6" WOOD 5GREW5 J5T q ® 3" O.G., 5TA66ERED 546 6L. - FOR DETAIL5 d (b/BLOK MIN.) GAL LOUT IN 13 NOTE: AT DBL. lb" COMMON 5EE 56.2 3x8 5TUD5 TJI'5 TOP FLANGE H6R PER MFR W/ MIN. VERT. NOTE: AT 5% 6L. VALLEY BM, SUPPORT FROM TOP CAPACITY OF 2600# OF 6L. BM OR TOP R's WITH 655 HANGER (SKEWED MIN. d MIN. 'UPLIFT AND SLOPED TO ACCOMMODATE) W/ "H" A5 REO'D. CAPACITY 400# SECTION I4 SECTION I " =1' -O" 56.2 111 =11 -011 4x10 ® 52" O.G. ALIGN W/ TJI's PH. 5HT'6 d 5TUD5 PER 12 PLANS - 5EE ss.i FOR DETAILS d EXPIRES: 6/21/46 GALLOUT IN 3 COMMON 5EE 56.2 Agency /ConshuctabilitySet IS PROJECT 23025 DRAWN: MCS DATE 13FEBURAY2004 SHEET S6.2 OF: O IT 4 Z E W >- 0 _>� O� 0 c z o F_ _ r 0 CSI Q Z J L O° Oz = VVi U� N V C2 o J E W N OMIT WALL ABOVE B OVERFRAME AT 51M. 5TA66ER SHEAR D WALL NAILING Z O Q 3 B410 W/ SLOPED SEAT AND TOP FLAN6E5 OVER ne ' BEVELED BLOGK5 U 0 4x10 ® 52" O.G. ALIGN W/ TJI's PH. 5HT'6 d 5TUD5 PER 12 PLANS - 5EE ss.i FOR DETAILS d EXPIRES: 6/21/46 GALLOUT IN 3 COMMON 5EE 56.2 Agency /ConshuctabilitySet IS PROJECT 23025 DRAWN: MCS DATE 13FEBURAY2004 SHEET S6.2 OF: O IT 4 Z E W >- 0 _>� O� 0 c z o F_ _ r 0 CSI Q Z J L O° Oz = VVi U� N V C2 o J E W N (V i 0 N cli a 0 E m Y DBL TJI 2x VENTED BLK'6 ** - V d JOI5T 51MP. PF26A HANGERS EXCLUDED 5TUD WALL(5) BELOW - IES STEP AT GOR (3) Ibd-- b' -O" I II 2x8 OUTRIGGER ON EA. TJI BY I I J5T MFR II II 2x FLAT fL' S OVER OUTRIGGERS BY II J5T MFR (4) #8x4" WOOD 1-. 5CREW5 4 51MP50N A35 ® EA. OVERBUILD TRU55 - romAN9,1110 i 3x VENTED ® 2' -O" 2x5 ® 2' -0" O.G. (RIP FROM 2x105 TO MATCH it 166ER 4 fE DEPTH*) DBL 2x'5 TO MATCH 2x BLK'6 DEPTH** 5EE �S1 3' -IIV2' D. W/ ARCH. F.O.S. BM -- F.O. BM ¢ BMF.O.S,F.O. BM GUT (E) Ph. ® F.O.51- I oILD FRAMING g3 LIFT PW. 4 REMOVE x,2 I B3 rTH15 SIDE (EXCLUDED) (E) 2x3 I INSTALL S p 8d ®4" O.G.- STAGGER NEW 2xb ' 2x Wl (2) -I15d HI Q ROOF STRUC ®Ib' O.G. TURE RENAIL (E) 5HT'6 W/ RE-NAIL (E) 5HT'G N nlh 8d ®b" O.G.- STAGGER Vy/ 8d ®b" O.G. - V IN5TALL IV2'I TIMBER5TRAND STAGGER Ibd @ 50 O.G. EL. L5L - 5TA66ER - 51b LEDGER STNN (E) BMS- 12 VARIE5 (E) 5/8" Ph. (F) 2x LEDGER - 5/8 "mx0' -8" LA6 SCREWS ®12" (E 5TUD5 O - FROM END5 4 32" O.G. - III: STRAP N (E) GL. BM \ (E) 5HT'6 - BM M 15 LEVEL FIELD VERIFY Ih" VERIFY 2 (E) 2x6 (4) #8x4" EXTEND 5HT'6 (E) 2x ROOF 5EE 563 ® 24" O.G. WOOD J0I5T5 EXCLUDED 5GREW5 OMIT WALL 56REx AT LA6 BELOW ® 51M. - (E) 6314 BEAMS SCREWS AT Ib" O.G. 3/4 "d LA6 5GREW5 5TA66ER N4F 51DE5 OMIT STUD 4 PW. 8" FROM END5 5.W. NAILIN6 - 5EE PLAN WALL BELOW ® 51M. 4 32" O.G. SECTION �1 SECTION �- 2x12 CEDAR 5TRUGT. FASGIA W/0 5PLICE5 - 5EE PLANS FOR MIN. LENOTH5 AT GORNER5 -� N 3/4 " =1' -O' 51MP50N M5TI2b ® 2x R 5PLIGE5 COW. 2x45 FOR DETAILS 4 ® 4' -0" O.G. GALLOUT5 IN VERT. W/ (2) COMMON 5EE 13 Ibd EA. 5TUD 55.1 SECTION 4 (4) #8x4" WOOD SCREWS 4x BEVELED fE F-0-5- - 5TOP AT WALL FOR FRAMING N4F 51DE5, ETC. SEEeb sys CCLL .4 BEAM END I + I + NOTE: FOR CONN. - - -'- - OF bx P05T TO 51�, 6L. BEAM BEAM BELOW 5EE 10 51MP50N 6G5!/4-b sbs bxb P05T SECTION 4 51MP50N A55 ® EA. VERT.- GONT. 2x45 O.G. OVERBUILD ® 4'-O" FRAMING VERT. W/ (2) Ibd EA. 5TUD- 5HT 6 � (2) #12x5" WOC 5GREW5 ® EA. a JST (24" O.C) (PJ 2x12'5 ® 24" O.G. (E) GEILIN5 - *NOTE: PRE -DRILL (E) 2x10 ® 24" O.G. NEW It (E) MEMBERS (E) BLK'6 FOR 5GREW5 (E) 2x8 5TUD 4 PW. HALL FOR GONDITION ELOW cEE q Sbs SECTIC (E) 1244 6L. ROOF BEAM ROUT BM END FULL (Fa ES CONT. 43ja DEPTH FOR BOLT HEAD5 � II ICI 5Y6't 3/16 - 55.1 - i< 4 - 3" p 5TL COL. (E) G0L. I I ON GIRDER NOTCH (E) 5HT'6 NOTE: FOR TYP. 1 FOR COL. 11ELD5 5EEe COL. 4 BEAM =- \ 56.1 (E) J015T5 N4F SIDES 1 /2 '1 BACK PL W/ (4) 1"4) THRU-80LT5 (E) 121/ GL. GIRDER BR6 i)? 3 /4 "xb "A -O" - -'- - - (F-) GIRDER 15 NOTCHED W/ (2) 3/4 "mx0' -10" ^- - - AND fE S ARE CONT. LA6 SCREWS -_ -- - -- -I -- �� b "O.G. -PRE -DRILL F TOP OF (E) WALL R'S FOR 5TUD WALL N4F SIDES SEE m M.I.W. 4 NUTS Sbs 5116 x6 51DE II'-'S q" q" EXTENL6 TO ROOF (LAP BACK Z 1/4 ") W/ 5b 6L. 1/4" LAP (2) 5/4"(P MB.'5 /-+ BEAM (Fa 12%4 6L. COL. SECTION _ 12 BR6 R 3 /4 "x5V4"x0' -53/4" I " =1'-0" 563 NOTE: AT 51M. COL. 15 AT 450 TO BEAM- SKEW BRACKET AND PROVIDE BEVELED M5,HER5 4 NUTS ON F.5. OF COL. AT BOLT5 SECTION 11 4 I " =1' NOTE: RETAIN (E) (-NOTE- 4 OMIT NEW FRAMIN6, ETC. ® 51M. -� -2x W/ (2) Ibd ® I6" O.G. � #12x6" WOOD 5GREW5 ® 12" O.G. ,5A. NAILING -- BEVELED 4x10 R 5AW CUT ® EXT. FACE OF (E) 2x BLK'6 4 REMOVE RAFTER OVERHAN6 GONT. I!-�"x55.l" TIMBER5TRA L5L 1.5E #&3V, HOOD 5GREW5* ® 8" ` - O.G.- 5TA66ER -- #12x6" WOOD 5GREW5* ® Ib" O.G.- 5TA66ER - -GONT. IV"xq%" TIMBER5TRAND L5L 15E -GONT. I" PH. FILLER - (Fa 1/2" PH. 5HT'5 q� STUD WALL, PO5T5 4 LTT F.0.5. 4 P05T5 ® F.O. BM FOR WALL5 N4F 51DE5 E SILL WALVGURB , - 5EE LOUVER5- 5EE ARCH. sys SIMP50N LTTI31 bxb P05T ON NEW RIDGE (� EA. SIDE ABOVE 4 (Fa BM* C P05T5 r _ N4F 51DE5 ® (E) BM ¢S* J'fil (E) 2xb ROOF 5 /8 "mx0' -b" a J015T5 EXGLUDED LA6 SCREW (E) 2x3 1E (E) b 6L. BM ON BM *(E) 63/4x15 6L. BEAM - DO NOT 015TURB SECTION B I " =1' -0" 56.3 GUT 4 REMOVE (E) -- C� BM 4 COL. 5TL KERF 4 BR6 It 5TRAP R BACK TO FACE OF GOL. ---- 74-7 INSTALL 51MP50N UNBOLT 4 REMOVE L5TI41 5TRAP ON I TOP OF (E) BEAM5 (E) 014 6L. BEAM (FJ b 6L. U 11 (E) 15314 SLOPING BEAM LEVEL II 6L. BEAM BM 4 L. (E) BOLTS. KERF (E) b:54 6L. BM IE5 4 BRG R HIP BM NEW STUD 4 PW. WALL5 ABOVE 4 BELOW (E) (E) 6314 SLOPING BEAM5 GL. BEAM PLAN DETAIL _ 4 FOR FRAMIN6 ' ABOVE SEE sbs ' (E) 2x8 5TUD5 REMOVE (E) 4 1/2" PW. ROOF FRAMING r- ____ -_ M' W I� - - - - -- - - - -0_ (E) 63/4 '_ L. BEAM / UNBOLT (E) BM; REMOVE (E) 63ia GL. BM 1 BM; REMOVE BM BRACKET ! 4 REPLACE PW. 54IT'6 REMOVE (E) II WALL BELOW BM ' SECTION 56.3 (E) 6314 6L. ROOF BM r2" TYR NOTE: ' JACK BM UP 5LI6HTLY 4 INSTALL COL. T16HT TO RAISED LEVEL 3/16 L8x8xl /2xl' -O" W/ (2) 3/4 "d M.B.S 5TL COL.- LOCATE ON BM CL 4 ON WALL (� WHERE APPLICABLE SECTION 14 1 " =1' -0" 56.3 FOR DETAILS 4 % 1 GALLOUT5IN 8 COMMON 5EE 563 bxb P05T 51M. (E) 01 '(1 BEAM - (E) 63/ 6L. HIP BM N.S.- EXGLUDED- 4 f =Om d �Op (E) 6L. COL. N4F 51DE5- SECTION POST 4 (E) 5TL COL. 51MP50N MT530 LOUVER OPNV5 ' 13 563 r51LL /CURB i I lil I 5EE ARCH. (E) 63/ 6L BEAM (E) 61/4 6L. BEAM ® N.S. (E) STEEL COL. SECTION " P05T 4 % BM bxb P05T# ® UPPER ROOF BM LOCATION W/ 51MP50N GG5144 -6 REVER5ED ® 5Vb BM ( EXGLUDED) DAP R 4 h L5L FOR CONN. (2) 5/5' x0'-4" LAG 5GREW5/ �AN&LE ® 5" O.G.- IN 11/16"x2" VERT. 5LOTTED HOLE5- L L5x5x3 /bxO' -8" 1' -0" EA. 51DE OF P05T* 4 AT 5' -0" O.G. MAX. (2) 5/8 "mx0'-5" LA6 5GRE1^15/ AN6LE ® 5" O.G. 5% 6L. BEAM BTNN (E) GOL5 1l O V) =2 w LLLL ILLZ O O N z� Lu } O� oo 06 U C N O D � F♦_- I- 0 nl Q Z J O O� 2 (n U� N ,2 D _V E C U J E LLI EMIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: rdw DATE 13 FEBURAY 2004 SHEET S6.3 OF: z as Lu o 5 . COL. IN CRIPPLE > o WALL FOR R106E BM STRAPS CRIPPLE WALL OVER EXCLUDED 5AWGUT ACRO55 BEVELED BEAM RS T 51MP50N M5T148 STRAP EA. 51DE 0 a CENTER ON DBL z (12) Ibd TOP RS + + ADD Ph. FILLER EA. v a 51DE ® 5TRAP5 v 5EE 56 BM - EXTEND o DOOR OPN'6 AGRO55 OPN'6- R 8 L Q SEE i BELOW LOGATE ON WALL NEW OR (E) 5TUD STU05 WALL N4F SIDE SECTION _ r5 4 f =Om d �Op (E) 6L. COL. N4F 51DE5- SECTION POST 4 (E) 5TL COL. 51MP50N MT530 LOUVER OPNV5 ' 13 563 r51LL /CURB i I lil I 5EE ARCH. (E) 63/ 6L BEAM (E) 61/4 6L. BEAM ® N.S. (E) STEEL COL. SECTION " P05T 4 % BM bxb P05T# ® UPPER ROOF BM LOCATION W/ 51MP50N GG5144 -6 REVER5ED ® 5Vb BM ( EXGLUDED) DAP R 4 h L5L FOR CONN. (2) 5/5' x0'-4" LAG 5GREW5/ �AN&LE ® 5" O.G.- IN 11/16"x2" VERT. 5LOTTED HOLE5- L L5x5x3 /bxO' -8" 1' -0" EA. 51DE OF P05T* 4 AT 5' -0" O.G. MAX. (2) 5/8 "mx0'-5" LA6 5GRE1^15/ AN6LE ® 5" O.G. 5% 6L. BEAM BTNN (E) GOL5 1l O V) =2 w LLLL ILLZ O O N z� Lu } O� oo 06 U C N O D � F♦_- I- 0 nl Q Z J O O� 2 (n U� N ,2 D _V E C U J E LLI EMIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: rdw DATE 13 FEBURAY 2004 SHEET S6.3 OF: EL. VARIE'. 5/8" 5HT'G OVERBUILD FRAMING 5EE s6s 4 s63 12" LONG SHAPED W IE BLOGK5 ® 4' -0" O.G. W/ 3/4 "Q THRU- BOLT5 (Fa BEAM5 N4F SIDE5--_ (Fa 2x6 5TUD WALL SECTION 3 q" � F.O 2x4x1b" LONG F.O. NEW d (E) 5HT'G FLAT BLOCK5 -8d ® b' O.G. ® 5TRAP' 5TAG6ER 14 __�51E 56.1 e FOR OVERHANG 5EE 56.4 RENAIL (E) 5HT'6 W/ Sd ® 4" O.G. 2x It W/ (2) 5TA6GER Ibd ® 6" O.G. 2xb TIGHT BLK'6 ® 4' -0' O.G. GONT. 3x PL (E) b�' ROOF BM(5 N4F SIDE5- PROVIDE B.U. STUD GOL.'5 IN NEW WALL FOR 5UPPORT 51MP5ON M5TI26 [�L EA. 51DE OF IE 5PLIGE5 DBL. R'S W/ (2) Ibd ®Ib' O.G. STAGGER ---� F.O.S. F.O. (E) SWIG I I 2x6 STUD EA. I 2x8 STUD WALL 51DE FULL HTW11- 2x6 WALL PER PLAN $ O LOG. OF (I-) b% GL. WHERE - - - -- - -_,at GRID APPLICABLE ROOF BM - SHORE A5 (E) 12 %4x18 GL. COL. 2x STUDS 24" O.G. - W/ (3) Ibd ® I6" O.G. 5TUD REQ'D I ® 2x8 5TUD5 ® ROOF AND/ (2) Ibd ® I6" O.G. OR FLOOR ®2x6 51U05 BEARING �DS 4 - 5EE PLANS I PH. WALL Qz PLAN b RE-5UPPORT BM ON I " =1' -O" 56.4 F.O.5. LOCATION OF bx HEADER *® ROOF 4 MEZZ. FLOOR Ph. ON TOP WALL RS 4 bx (NO WALL BELONU1 - FULL HT SHAPED 5TUD - (GUT FROM 8x8) d TIGHT TO BOT. OF bx HDR -� DBL. 2x 5TUD5 FULL HT W/ (2) Ibd ® 16" O.G. 2x8 STUD 4 PW. WALL B.U. HDR LOUVER HEAD O- - -- -- Illl G B.U. HDR iD ® MEZZ. N FLOOR C5TA ® 51M. DBL. 2x8'5 ® 51M. RENAL (E) SHT'G W/ 8d NEW 2x 5TUD WALL ® 6' O.G. TO LEDGER (E) 2x8 RAFTERS II II 1 3x7/4 6L. ® 51M. (E) FA5GIA- GOORD. INSTALL 2x8 LEDGER 4 WORK REQ'D W/ ARC, OVER NEW 5HT'6 ®WALL I � I.I A I I 4 5EGURE TO EA. STUD W I I f, ', r I I (3) #8x3 " WOOD 5GREW5 II NOTE.. GUT OFF 4 1 1 REMOVE (E) OVERHANG 1 1 FRM'G BEYOND NEW WALL I 5IMP50N LU526 W/ (4) #7x21z" WOOD 5IMP50N A35 W/ (12) GUT FASCIA ® NEAR SCREWS TO LEDGER 4 (4) #7xl!Z" WOOD #6x3" WOOD SCREWS FACE OF NEW WALL SHT'G 5GREW5 TO JST- AT DBL. 2x8'5 U5E 5IMP50N LU526 -2 W/ SAME 5GREW5 SECTION II -- 111 =1' -DO m 5" 5TL COL. BELOW - m 2 ATTACH WALL 5TUD5 F.0.5. TO COL. PER II 51M. V 1 55.1 v u NOTE: FOR OVERHANG N p ¢ 51UD5 GoNN. ABOVE 5EE N O 4 COL. sbs L J 1111 .2 8� GL. 3 HIP BEAM I /4 fi M PLAN 16 I " =1' 3 yy I)I� (,- F.D.S. 6" I Z SLOPED BM SADDLE ° 17 SEE 56.1 BRACKET BELOW W/ $ LOG. OF (I-) b% GL. BR6 d SIDE IES NOTEDt N Lu >- ROOF BM - SHORE A5 PROVIDE (3) U8" P t 8d ® 4" D.G. REQ'D; REMOVE GOL* M.B.S 1AV 5" VERT TO BLK'6 GUT OFF BM OVERHANG 5PAGIN6. FOR TYP. E 2x h' W/ (3) Ibd AT F.O. 2x8 STUD WALL; WELDS, ETC,. 5EE�1� fi M PLAN 16 I " =1' 3 yy I)I� (,- F.D.S. 6" I Z , LOG. OF REMOVED 17 SEE 56.1 2xb STUD WALL U LOG. OF (I-) b% GL. 2x8 STUD 4 Lu >- ROOF BM - SHORE A5 PW. WALL 8d ® 4" D.G. REQ'D; REMOVE GOL* 0D TO BLK'6 GUT OFF BM OVERHANG REMOVE (F) AW 6L. O 2x h' W/ (3) Ibd AT F.O. 2x8 STUD WALL; COL.* 4 GONG. PLINTH AT Qz ® 24" O.G. RE-5UPPORT BM ON R TO BELOW NEW FFj � B.U. COL. FLR LEVEL 6x8 4x BEVELED ES �_ p� T 4 B W/ 5/4"(P THRU- 214" �I BOLTS AT 2' -0" O.G. � (E) ROOF STAGGER ALONG HDR ON 5TUD q, BM 4 COL. Z LOG. OF B.U. HDR 5.W. NAILING '_ � - STAGGER -- -- - g O \ = O bx8 HEADER OPENING U NEW FULL HT STD IN 2x10 STUD 4 �� i REMOVE (Fa ROOF (E) WALL 4 NEW WALL PH. WALL /III FRAMING BEYOND ABOVE W/ (2) Ibd ® 12" H 11 F.O.5. O.G. DBL. STUDS W/ -Tl DEMO (E) STUD (E) 2x6 STUD d (3) Ibd ® 16" O.G. WALL - SHORE Ph. EXT. WALL- RENAIL (E) 5HT'6 LE) ROOF FRAMING FOR NEW W/ 8d ® 4" O.G. REG' - GON5TRUGT GON5TRUGTION I NEW WALL 4 RE- SUPPORT OVER 5EE (E) FRM'6, ETC. c�,4 CTION r2 PLAN n �n v DBL. STUDS ®(E) STUD d NEW JAMB ® NEW OPN'G. AT FLR ® 51M. NOTE: 5UPPORT HDR *® (E) BM/GOL. W/ SIMP50N HUG612 4 5KENED HGR (EXCLUDED) 16.a 51M. i� 0�� r i i (Fa 12 %x30 6L. ROOF BM LOCATION i i (E) 2x8 5TUD 4 PW. WALL ^-(E) 1244 6L. COL. LIU - 3 /4 "dxO' -10" LAG 5GREIA6 ® b" FROM T$B 4 24" O.G. PLAN 21 I " =1' -0' 5.W. NAILING Ibd ® 16" O.G. TYP. FULL HT 2xIO W/ (2) Ibd ® 16" O.G. \ /u` ` 2x8 STUDS TYP. I XFOR DETAILS 4 GALLOUT5IN 7 RE -NAIL (E) 5HT'6 COMMON 5EE 56.4 W/ Sd ® 6" O.G. B.U. 5TUD5 a OPN'6 F.O. (E) 5FfT'6� 1,6i IN NEW d (E) STUD WALL O PLAN B/4 "0x12' LAG 5GREW5 &I ®3" O.G. TO ON P5L ¢- GTBR 1�" P5L- STAGGER 2x15 J5T5 N 51DE5, 5IMP50N ETC. 5EE 562 II 51UD 4 bx HB5.50/14 3" ,I I I -0 .1 2xb J5T5 5/8" 5HT'E Sd ® 6" O.G. 5TA66ER -\ GUT OFF 4 REMOVE (E) ROOF OVERHANG ® FACE OF (E) BLK'6� iV "x5v2 xl'-6" TIMBER5TRAND L5L FLAT BLK'G ® STRAPS 5/5'T$6 ROOF 5HT'6- -. LOG. OF HDR - 5EE PLAN5 / I WEB STIFF. EA. I SIDE BY J5T MFR I I I Z NPR �+ 4 3 O F.O. (E) F.O. (E) Liu o 5HT G SHT'6 STRAPS 5IMP50N LSTI73 STRAP- 51MP5ON L5TA3b CENTER ON 4x ItS EA. 51DE 4 j (E) 1244 6L. o 5TRAP5 ® 6-0" O.G. ON (E) 1244 GL. COL. d GIRDER ROOF GIRDER ON (E) JST ¢ / (LOG BELOW SHT'G) U TJI5 ® I 24" O.G. I TOP FLANGE HANGERS BY _15T MFR- FOR MIN. CAPACITIES SEEe 1/2„ 5HT'G 562 SECTION 56.4 6x1O BM ON WALL* �- NOTCH OVER fE'5 ® EXT. F.O. 5HT'6 BD3/4" 5HT'G N.5. NOTCH TOP 5/8" SHT'6 F.S. OF bx I/8" 2x FA5GIA 544 "xl4" PARALAM ® F.5. 3 F.O.5. q" ` F.O. (E) 5HT'G 3%. COL. d 5TRAP EXTEND BEVELED T TO END OF BM 11 5IMP50N L5TI73 It BEND ® HIP LINE I FOR 5LOPE I 1 83/9 6L. � I w � HIP BEAM I j J 5LOPED BM I OV SADDLE BRACKET b" Ill 5TL COL. 5EE I6 /, END OF BM 4 I BRACKET I II II I III I 11 III I 5TUD d PH. WALL { I I (E) 5TUD 4 11 I I PH. WALL j1 III I PLAN 11 I " =1' -0" 56.4 3 5IMP50N FHA50 ® BLK'6 W/ (4) Ibd EA. END TO R'5 4 BLK'6 (E) ROOF 4 OVERHANG 8d ® 4" O.G. ® PANEL EI2GE5 TO BLK'6 (E) 2x8 5TUD5 EL. VARIES 4 112" PH. 5/8" PH. Sd a b" O.G. - 5TA6GER Sd ® b" O.G. L5L FLAT GOVT. 2x8 4 PH. BLK'6 ® Ph. PANEL \ i I FILLER 5IMP50N M5TI36 Wd Z2 CLIPS ®ENDS \ STRAPS EA. FACE ® DBL. TOP FE 5PLIGE5 HDR LOCATION- 5EE PLANS SECTION IS *NOTE: SUPPORT HAN6ER5 FROM TOP OF BM NOT R 22" TJI'5 AT ROOF SLOPE - DBL. TJI'S PER PLAN WEB STIFFENERS PER J015T MFR- 83/4 6L. HIP BEAM 7 (E) 5/8" ROOF 5HT'6 � 2x10 ® 24" O.G. 4x BEVELED fi'_ W/ (3) (E) 2x10 EA. 51DE z #10x6" WOOD 5GREW5 ® 16" _ , - 1 _ OF GIRDER - GUT O.G. AT 2x8 WALL- U5E (2) OFF ® FACE OF 5GREW5 a 2xb WALL (E) BLK'6 5IMP50N M5TI3b STRAP5 EA. � e o TJIS N4F SIDES SEE 12 51DE ® DBL. 2x K'- SPLICES EXCLUDED �' a (E) 2x8 5TUD5 d 112" PH. 5HT'6 NEW 4 (E) STUD WALL5 2x8 STUDS 5HOWN W/ N4F SIDES SEE 4 3 ° STUD REQ'D ® EA. JST- 2xb I I s6.a 5TUD5 ® 51M. W/ 4 o a STUD ® EA. J015T q "1 1% U'4° r12 I 5EE PLANS 4 1 (E) 1244x18 GL. COL. ■■' $� SECTION n 5IMP50N 5T6224 STRAP ON bx (� 1/8" Ok FILLER TJI N.S.- DBL. 4x5 N.S.- HANGER TOP R S BUTT bx TJI'S F.S. ETC., EXCLUDED I I 2x (RIP TO FIT) (3) Ibd EA. STUD TO BOT. I R EA. SIDE 2x FULL HT 2x10 R'S I 2x10 STUD WALL 5TUD5 TO BOT. OF 2x8 h' S 2x8 WALL N4 F 51DE5- 5EE I6 2x FULL HT 5TUD5 TO BOT. OF 2x10 SECTION n CONT. 4xb TO EXTEND TO FASCIA- N.S. - (2) 5IMP50N L5T173 STRAP5v 13 SEE � 4 FOR DETAILS 4 GALLOUT51N 8 GOMMON 5EE 562 51M. OPN 6 2 RIDGE 31-�" fL' PER s62 - DBL. TAPER TOP FOR WIDTH OF WALL bx8 HDR EA. 51DE bxb BLOCKS 4 5/8 "m BOLT5 OPN'6 5IMP50N DBL. STUD5 FULL HU5210 -2T F W/ I HT TO TOP fE S SEAT ® F.5. SECTION 3x R *TOP FLANGE H6R5 (51MP50N "W" 5ERIE5 OR EQUAL) W/ 5KEIAED d SLOPED 5EAT PER JST MFR- MIN. VERT. LOAD CAPACITY 2000# - MIN. UP -LIFT CAPACITY 400 #' NOTE: AT DBL. TJI, J015T HAN6ER(5) TO HAVE MIN. VERT. LOAD CAPACITY OF 2800# 4 MIN. UPLIFT GAPAGITY OF 400# PLAN DETAIL Iq I CONT. 3x BEVELED F'L W/ (2) Ibd ®Ib "G` 5/8" 51, 5HT'G 5L. 3EAM SECTION 20 3/4 " =1' -0" 56.4 NOTCH TOP OF bx 8d ®4" O.G. FOR 314" 5HT'G 6x10 BM- NOTCHED 3/4" 5HT'6 ® WALL BEYOND 5/8" 5HT'G _- T_ I 4x1O ® 32" O.G. 5IMP50N HUG410 2x6 RAFTERS TOP WALL R5 2x8 WALL q 5EE � 4 SECTION ID 5ET TOP OF BM ROOF T'6 I�" GLR OF SHT'G OUTRI66ER5 4 TJI ROOF J5T5 ___ N4F SIDES b� GL. PER PLANS 5IMP50N 6137 FROM TOP fL' W/ 'H" A5 REQ'D 6 5EE 562 NOTE: AT BEAM LOGATION5 PROVIDE (4) 5TUD5 IN 2x6 WALL5 4 (3) 5TUD5 IN 2x8 WALL5 CTION I " =1' -0 " 15 Z 0 H3 U � N Lu >- O 0 In DBL. TOP fE5 0D 0 - F- O 0 c�i Qz Ibd ® 6" O.G.- � _ H 6x8 CO Q p� 214" =V) U� STAGGER ALONG HDR N C Z D '_ � _V = O bx8 HEADER OPENING U O �E 5IMP50N HUC68 51MP5ON 5T2215 EA. SIDE - Lu m C Vi/ SLOPED SEAT OFFSET TO STAGGER NAILING 2x10 R W/ Ibd ® 5IMP50N HU5210 -2TF 544'x944" PARALAM COL., BEVELED 544 "x14" 2.OE 12" O.G.- 5TAG6ER (I) N.S. 4 (I) F.S. - COL., 3� "xq1 /4" ® 51M. PARALAM P5L ON COL. �- I 5IMP50N HU5210 -2TF DBL. 2x1O B.U. SILL EXTEND TO BLK'6 (NOTCH W/ 5EAT F.5. ® 51M. BTm COL.'5 OVER ES) 4 BEVEL 5EAT- DBL. 2x10 SILL fL ® BOT. OF OPN65 (4) Ibd 31� "xl4" PARALAM ® 51M. I 544'xgi4" PARALAM 2x10 5TUD5 EA. 5TUD COL. FULL HT TO (1_'.'S a 24" O.G. 3V2"x944" COL. ® 51M. SECTION 12 SECTION 13 I " =1' -0" 3 F.O.5. q" ` F.O. (E) 5HT'G 3%. COL. d 5TRAP EXTEND BEVELED T TO END OF BM 11 5IMP50N L5TI73 It BEND ® HIP LINE I FOR 5LOPE I 1 83/9 6L. � I w � HIP BEAM I j J 5LOPED BM I OV SADDLE BRACKET b" Ill 5TL COL. 5EE I6 /, END OF BM 4 I BRACKET I II II I III I 11 III I 5TUD d PH. WALL { I I (E) 5TUD 4 11 I I PH. WALL j1 III I PLAN 11 I " =1' -0" 56.4 3 5IMP50N FHA50 ® BLK'6 W/ (4) Ibd EA. END TO R'5 4 BLK'6 (E) ROOF 4 OVERHANG 8d ® 4" O.G. ® PANEL EI2GE5 TO BLK'6 (E) 2x8 5TUD5 EL. VARIES 4 112" PH. 5/8" PH. Sd a b" O.G. - 5TA6GER Sd ® b" O.G. L5L FLAT GOVT. 2x8 4 PH. BLK'6 ® Ph. PANEL \ i I FILLER 5IMP50N M5TI36 Wd Z2 CLIPS ®ENDS \ STRAPS EA. FACE ® DBL. TOP FE 5PLIGE5 HDR LOCATION- 5EE PLANS SECTION IS *NOTE: SUPPORT HAN6ER5 FROM TOP OF BM NOT R 22" TJI'5 AT ROOF SLOPE - DBL. TJI'S PER PLAN WEB STIFFENERS PER J015T MFR- 83/4 6L. HIP BEAM 7 (E) 5/8" ROOF 5HT'6 � 2x10 ® 24" O.G. 4x BEVELED fi'_ W/ (3) (E) 2x10 EA. 51DE z #10x6" WOOD 5GREW5 ® 16" _ , - 1 _ OF GIRDER - GUT O.G. AT 2x8 WALL- U5E (2) OFF ® FACE OF 5GREW5 a 2xb WALL (E) BLK'6 5IMP50N M5TI3b STRAP5 EA. � e o TJIS N4F SIDES SEE 12 51DE ® DBL. 2x K'- SPLICES EXCLUDED �' a (E) 2x8 5TUD5 d 112" PH. 5HT'6 NEW 4 (E) STUD WALL5 2x8 STUDS 5HOWN W/ N4F SIDES SEE 4 3 ° STUD REQ'D ® EA. JST- 2xb I I s6.a 5TUD5 ® 51M. W/ 4 o a STUD ® EA. J015T q "1 1% U'4° r12 I 5EE PLANS 4 1 (E) 1244x18 GL. COL. ■■' $� SECTION n 5IMP50N 5T6224 STRAP ON bx (� 1/8" Ok FILLER TJI N.S.- DBL. 4x5 N.S.- HANGER TOP R S BUTT bx TJI'S F.S. ETC., EXCLUDED I I 2x (RIP TO FIT) (3) Ibd EA. STUD TO BOT. I R EA. SIDE 2x FULL HT 2x10 R'S I 2x10 STUD WALL 5TUD5 TO BOT. OF 2x8 h' S 2x8 WALL N4 F 51DE5- 5EE I6 2x FULL HT 5TUD5 TO BOT. OF 2x10 SECTION n CONT. 4xb TO EXTEND TO FASCIA- N.S. - (2) 5IMP50N L5T173 STRAP5v 13 SEE � 4 FOR DETAILS 4 GALLOUT51N 8 GOMMON 5EE 562 51M. OPN 6 2 RIDGE 31-�" fL' PER s62 - DBL. TAPER TOP FOR WIDTH OF WALL bx8 HDR EA. 51DE bxb BLOCKS 4 5/8 "m BOLT5 OPN'6 5IMP50N DBL. STUD5 FULL HU5210 -2T F W/ I HT TO TOP fE S SEAT ® F.5. SECTION 3x R *TOP FLANGE H6R5 (51MP50N "W" 5ERIE5 OR EQUAL) W/ 5KEIAED d SLOPED 5EAT PER JST MFR- MIN. VERT. LOAD CAPACITY 2000# - MIN. UP -LIFT CAPACITY 400 #' NOTE: AT DBL. TJI, J015T HAN6ER(5) TO HAVE MIN. VERT. LOAD CAPACITY OF 2800# 4 MIN. UPLIFT GAPAGITY OF 400# PLAN DETAIL Iq I CONT. 3x BEVELED F'L W/ (2) Ibd ®Ib "G` 5/8" 51, 5HT'G 5L. 3EAM SECTION 20 3/4 " =1' -0" 56.4 NOTCH TOP OF bx 8d ®4" O.G. FOR 314" 5HT'G 6x10 BM- NOTCHED 3/4" 5HT'6 ® WALL BEYOND 5/8" 5HT'G _- T_ I 4x1O ® 32" O.G. 5IMP50N HUG410 2x6 RAFTERS TOP WALL R5 2x8 WALL q 5EE � 4 SECTION ID 5ET TOP OF BM ROOF T'6 I�" GLR OF SHT'G OUTRI66ER5 4 TJI ROOF J5T5 ___ N4F SIDES b� GL. PER PLANS 5IMP50N 6137 FROM TOP fL' W/ 'H" A5 REQ'D 6 5EE 562 NOTE: AT BEAM LOGATION5 PROVIDE (4) 5TUD5 IN 2x6 WALL5 4 (3) 5TUD5 IN 2x8 WALL5 CTION I " =1' -0 " 15 E %PIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: rdw DATE 13 FEBURAY 2004 SHEET S6.4 OF: Z 0 H3 U � N Lu >- O 0 E %PIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: rdw DATE 13 FEBURAY 2004 SHEET S6.4 OF: 0� U O In 0D 0 - F- O 0 c�i Qz 3 � J H J CO Q p� o =V) U� N C Z D '_ � _V = O `� LL U O �E O Lu m C E %PIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: rdw DATE 13 FEBURAY 2004 SHEET S6.4 OF: GRID F.O. BEAM 2x8 L5L JOISTS AT SIMP. H2.5 EA. 51DE 24" O.G. W/ FLAT OF EA. J0I5T - 2x4 ON TOP ® IA 51MP. HI AT EA. J5T ® IA 56.5 565 5/8" SHT'6 ad ® b" O.G. 2x BLK'6 W/ (4) -Ibd TW 5 =r SEE s6.2 4x10 ® 24' O.G. - BIRDMOUTH OVER f 8 I/2" SHT'G TRIM DEPTH AT OVERHANG TO 3x BEVELED MATCH OUTRI66ER5 (GONT. FROM WALL BEYOND (83/4" BEYOND PV (2) - #lOx5" NORMAL TO SLOPE) WOOD 5GREW5 ® 12" O.G. NOTE: FRAME DOWN 6x12 TO HEAD OF OPN'6 1/ I FULL HT STUD WALL W/ WHERE RE01? /i -DBL TOP h"5 b BEVELED PER IA 3x T ® SIM. 56.5 SECTION (2 Z 1" =1' -O" 56.5 56.5 20d ® b" O.C. - 5TA66ER 1 %2" GAP INSTALL 2x6 GONT. R VERIFY? FOR LENGTH OF WALL BM EL. �(E) ROOF JOISTS VARIES ® 24" O.G. 5TA66ER S (E) 6314 ROOF BM S.W. NAILING — 5/8" mxO' -7" LAS 56REW5 ® 8" FROM MATCH (E) ENDS 8 32" O.G. STUDS S NEW PW. NAILING, ETC. FROM BELOW (2) Ibd ® 16" O.G. 5TA66ER 3/4"(P THRU -BOLTS 5.W. NAII IN6- � J/V M.I.W. TO BOT. ® 32" O.G. I 13 SEE 542 L(E) CEILING- REMOVE 8 REPLACE AS REO'D- I� GOORD. W/ ARCH. SECTION b 1" =1' -O" 56.5 0 0 N N d N 4 U N O .l O 3/4" GLR F.O. GOL. TO GOL.---� k- ill �4x JOISTS BEYOND L -ib� bx BM F.5. bx BM W/ W/ 51MP50N SIMP50N 12" HUG612 HUC612 12% "x 1.2" 6L. COL. SECTION NOTE: AT SIM. (E) J5T5 PARALLEL- OMIT BLK'6 d GON5TRUGT WALL TO BOT. OF 5HT'6 W/ NAILING SHOWN (E) 5/8" 5HT'61� r (E) 2xb ROOF JOISTS ® 24" O.G. bxb SOLID BLK'G 1 "= I' -O" ad ® 4" O.G. - 5TA66ER EL. VARIES 5TA66ER 5.W. NAILIN6 '5 /S" (PXO' -7" LA6 5GREW5 AT 8" FROM EN05 b 16" O.G. SECTION 1" =1' -O" 56.5 51MP50N H25 E AT EA. J5T L. VARIES 5 ®b" O.G NSF 5 SIDES 2x12 I 5TRUGT. FASCIA 4x JOISTS (4) #8x3�" WOOD 5GREW5 DEPTH AT 2x10 OUTRIGGERS TRIM TO 83/4" @ 2' -0" O.G. W/ SIMPSON LU528 OVERHANG qB LEVEL 6x12 BEAM SECTION 3 b 5EE �EXCEPT INSTALL 2xb R FOR FULL LENGTH 3.8 OF 6L. BM- NOT REO'D ® OVERHANG BM 8d ® 3" O.G. 5/8" mxO' -l" LAS 5GREW5 ® 8" FROM ENDS $ 16" O.G. — 8d ® 3" O.G. S.W. NAILING 2x ELK'S ALL SPACES W/ (4) Ibd MIN. 14 54.2 SECTION e " =1' -O" 56.5 (E) 2x8 STUDS ® 24" O.G. (VERIFY d 112" PH. 5HV6 I/2"01/2" L5L FLAT BLK6 bx12 SOLID BLK'6 _ BTWN ALL STUDS 51MP50N A35 EA. END 1�"x5�"xlb" LSL CRIPPLE STUD W SIDES OF EA. STUD W/ (b) Ibd- OFFSET FROM SIDE TO SIDE OF (E) STUD TO PREVENT SPLITTING O F.O. (E) 5HT'6 NOTE: REMOVE (E) SIDING b FN. 5HT'6 TO INSTALL BLOGK5, ETC.- REPLACE TO MATCH (E) - GOORD. W/ ARCH. 8d ® 4" O.G. 5/8" 5HT'6 51MP50N FHAl2 STRAP ON EA. J5T 2x6 BLK'6 W/ (4) Ibd TO J5T d _ W/ (5) Ibd _ (4) bd TO BLOGK5 4x ® 24" O.G. PV 51MP50N LU545 N/ SLOPED SEAT 8d o 4" O.G. ECTION r4� I "= I' -O" k 56.5 (E) 5/8" 5HT'6 GONT. R ON " BM SEE (E) ROOF JOISTS �- EXCLUDED SECTION 1 " =I'—O" LA6 56REW �(E) STUD WALL N$F SIDES Ili 51MP50N HDbA HOLDOWN 1/2" 5HT'6 N.5. Q 56.5 (1) #8x4" WOOD 5GREW (OFFSET SIDE TO SIDE) INTO f E -7, NOTE: FOR HIP BM CONN. d 5TL COL. BELOW 5E 16 56.4 FLAT 2x4 ATOP OUTRIGGERS BY J5T MFR TYP. F.0.5 L - 16i I � o ` � N OI v O�I N; O N 1/2'044" L5L OUTR166ER5 O� BY /L2 MFR . 51MPSON (4) #8x4" WOOD � 5UR/L26 TYP. 5GREW5 TYP. (-2x12 STRUCTURAL FA5GIA Ibd ® R 3/4 0- 58" O.G EA. 511 3 " THRU -BOLT BR6 R. 3/8 "x3" PV 5/8" m M.B. THRU TOP WALL jE �'5 EA. SIDE 4Y NP. 1%2 "x4 %4" TIMBERSTRAND L5L O ER EA. SIDE OF F HIP HIP BM- �' EXTEND TO FA5GIA Till W/ TYR L5L OUTRIGGER TOP h 5 OF STUD WALL5 TYP. PLAN 5/4"=I'-O" III 3/I b I ! 3/Ib TYP. NOTE: CONTINUE BEVELING HIP T (ATOP 83/4 BM) TO FA5GIA _ fly (4) Ibd ®1 12" O.G. TO 6L. BEAM 83i4 6L. HIP BM k\\N\- STOP ® EXT. F.O.S. C) O 3 J Q W 0 z Q O O Z 0 1— Q Q IV Z � O w >- 0 O < O N O Z O� D C, Q2: J � O° O O LI) U> N ' _Z) E = o w � EXPIRES: 4/21/04 Agency /Constructablih Set PROTECT 23025 DRAWN: rdw DATE 13 �EBURAY 20OZ SHEET S6.5 OF: a � ry � � - o 4 0 E a z Q u e av< a E w _ o L C) O 3 J Q W 0 z Q O O Z 0 1— Q Q IV Z � O w >- 0 O < O N O Z O� D C, Q2: J � O° O O LI) U> N ' _Z) E = o w � EXPIRES: 4/21/04 Agency /Constructablih Set PROTECT 23025 DRAWN: rdw DATE 13 �EBURAY 20OZ SHEET S6.5 OF: GRO55 HATCHING AREA INDICATES BOND BEAM UNITS REQUIRED FULL LENGTH $ HE16HT OF LINTEL. EXTEND TO AT LEAST FIRST GELL EACH 51DE OF OPENING- � NORMAL WALL REINF. e - SEE s-r.1 SPLICE ALL VERT. REINF. 48 BAR DIA. PROVIDE DOWELS TO MATCH VERT. REINF. ��•��- --,-1.1111.. L2x2xl /8 8' L2!/2x2hx3 /Ib 10' L3x3x3 /I6 12' DBL L3x2112x3 1I6 W/ STITGH BOLTS AT 1/3 POINTS 15' HORIZ. REINF. ■ MIN. DEPTH o 15.5 23.5 31.5 39.5 41.5 Z Q v 8" GMU 14' -0" #5 ® 32" O.G. #5 ® 48" O.G. EA. FACE (2) #5 ® 48" O.G. (2) #6 ®48" O.G. Z -j N J O 3' -6" T'6" 10' -0" 12' -0" 12 GMU ai Cl�i �■ 10' -0" ��r i/4 Q LEVEL TO MATCH i�� Q FIRST LEVEL EDGE 1�� SECOND FLOOR m REINF. SEGOND FLOOR �I L 4 mz WALL GALLOUT WALL 51ZE TYPE REINFORCEMENT REMARKS VERT. REINF. It�� FLOOR wu z 12" S #5 ® 32" O.G. (2) #6 ® 32" O.G. VERT. EDGE REINF. REINF. IN LAST IN LAST TWO CELLS a TWO CELLS FOR REINF. SIZE d MIN. w12" N IL (2) #1 ®Ib" O.G. (2) #(q ® 48" O.G. I L�1 Lie REINF. - SEE PROVIDE LINTEL BLOCK UNLESS DE516NATED WHERE EXPOSED TO VIEW AS SPECIAL LINTEL `) 3 12" 1 (2) #5 ® 16" O.G. (2) #6 ® 48" O.G. C 51.1 Q J E � LL Imo■ N r i �� I �� I �.� i ��.I ■ 1 � -.I ��R I d61.19IIt•pI/Ii��I��I! NI ® /.I ®�� ■I �� I ��i! i i'�II!iRI SiL7/��IJ��l�� i iSi� i Rai 11��lilllrl :,.:�.��I• 11.�11.�111 III ■II :II�.II� II II.�II� r�ll■II��IIQi1�1�'�� i�� Emil�.11. 111111111101.1 �. L TOP REINF E b 5'!.I BOND BEAM F. LAP 40 BAR OR 2' -0" MIN. E s.l 'L REINF. SAME AS BOND BM REINF. ALL OPENIN65 TER THAN 2' -0" OF GONG ADD'L VERT. REINF. IN CELL ADJACENT TO OPN'G EXTEND FULL STORY HEIGHT (TYP. ALL OPENINGS NOTES: GREATER THAN 4' -0" IN EITHER DIRECTION) I. SOLID GROUT ALL CELLS. LAY UP BLOCK IN RUNNING BOND PATTERN. 2. FOR TYPICAL WALL REINFORGEMENT 51ZE AND LOCATION SEE 2/51.1. 3. HOOK ALL REINFORGIN6 THAT CANNOT BE EXTENDED. 4. TYP. REINF. SHOWN. PROVIDE ADDITIONAL REINF. WHERE NOTED ON PLANS OR DETAILS. 5. PROVIDE (I) #4 MIN. AROUND OPENIN65 GREATER THAN 2' -0" BUT LE55 THAN 4' -0" IN EITHER DIRECTION. EXTEND 2' -0" BEYOND FACE OF OPENINGS. b. NO CONDUIT ALLOWED IN CELLS WITH REINFORCEMENT. 1. PROVIDE BAR POSITIONERS FOR VERTICAL REINFORCEMENT AT FIRST COURSE ABOVE BOND BEAMS. SEE GENERAL NOTES FOR POSITIONER TYPE. BOND BM REINF. END OF WALL BOND BM REINF. STOP SHORT OF OR EDGE OF STOP SHORT OF CORNER CELL. CORNER CELL. OPENING Q BOND BM q CORNER BARS Q REINF. RUN NORMAL O t 30 DIA. +8" m; p GONT. VERT. REINF. 0� VERT. BAR ® ENDS OF YVALLS. ® CORNER CORNER BARS VERT. BAR EA. SIDE OF t:;e- 30 DIA. +8" DIA. INTERSEGTION TYPICAL WALL TYPICAL WALL TYPICAL WALL REINFORCING REINFORCING AT REINFORCING AT AT CORNER INTERSECTION END OF WALL TYPICAL HOLLOW UNIT MASONRY WALL NO SCALE 51.1 NOTE: NO CONDUIT ALLOWED IN CELLS WITH REINF. #4 HAIRPIN TO MATCH NORMAL END OF WALL OR EDGE OF HORIZ. REINF. OPENING TYPICAL WALL REINF. PAGING OF NORMAL I6" TYP. WALL REINF. 72/2" MAX. GMU JAMB REINF. ADD'L REINF. PER PLAN WHERE NOTED SOLID GROUT ON PLAN ALL CELLS 5PEGIAL JAMB REINFORCING E M 0 0 cli 0 d 0 rA 0 x E i 0 0 N 2 CONN OF ANGLE TO NON -BR6 WALL EXPANSION ANCHOR CONN. OF ANGLE TO BR6 WALL CEILING SYSTEM CONN. OF ANGLE TO JOIST (STL BM SIM.) ANGLE BRACE 51ZE MAXIMUM LENGTH L2x2xl /8 8' L2!/2x2hx3 /Ib 10' L3x3x3 /I6 12' DBL L3x2112x3 1I6 W/ STITGH BOLTS AT 1/3 POINTS 15' TYPICAL BRACE FOR NON - BEARING MASONRY WALLS DETAIL i NO SCALE VERT. REINF. EA. CELL - BOND BM. REINF. 015CONTINUC AT COLUMN #bxb' -O" CENTERED AT EA. BOND BM. LOCATION THRU 1 "4P HOLE IN GOLUMN- PROVIDE I!12 BAR BELOW - LAP SPACER BTWN W/ BAR ABOVE HORIZ. REINF. VERT. REINF. BAR ABOVE BOND BM - LOCATION WHERE (TYP) GALLED OUT SEE s 1 EA. FAGE BOND BM - 5EE MA BAR Q) .l POSITIONER (TYP.) r BAR POSITIONER (TYP) (TYP) TYPE I - VERTICAL REINFORGIN6 ATE TYPE H - VERTICAL REINFORCING AT EACH FACE NOTES: I. WALLS NOT SPECIFICALLY GALLED OUT ON THE PLANS WITH 0 SHALL BE REINFORCED AS SHOWN ON TYPICAL REINF. 2. WALLS WHIGH ARE NOT UNIFORMLY SUPPORTED LATERALLY AT THE TOP BY DIAPHRAGMS, ETC, MUST HAVE SPECIAL LATERAL BRAGIN6 NEAR THE TOP AT THE HORIZ. SPACINGS NOTED. (LATERAL- SUPPORT MAY CONSIST OF MASONRY WALL CORNERS OR INTERSECTIONS, OR OTHER BRACING AS SHOWN ON 12/51.1. 3. PROVIDE BOND BEAM W/ MIN. HORIZ. REINF. SHOWN AT TOP OF ALL WALLS, UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 4. FOR SPECIAL LINTELS SEE FRAMING PLANS AND 5 /51.1. 5. PROVIDE BAR POSITIONERS AT FIRST COURSE ABOVE BOND BEAM LOCATIONS AT ALL VERTICAL REINFORCING. SEE GENERAL NOTES FOR P051TIONER TYPE. HOLLOW UNIT MASONRY WALL SCHEDULE TRIM FACE SHELL AS REOV AT COL. FOR 1/4" MIN. GLR. H55 COL. - WRAP W/ 15# FELT RAKE OUT MORTAR $ SEALANT EA. FACE TYPICAL AT COLUMN IN GMU WALL PLAN DETAIL 8 NO SCALE 51.1 FILL VJ/ ROCK WOOL (FIRE 5AFEIN6 AT 2 -HOUR WALLS) FINISHED FLOOR�f L t- BOND BEAM VERT. REINF. (2) 5/8"(P EXPANSION BOLTS ® EACH ANGLE ® 4' O.G. - EMBED 4" INTO BOTTOM OF DECK FLUTES FILL CELL W/ MORTAR AROUND BAR WHEN SETTING BLOCK L6x4x5 /16x0' -8" EACH SIDE ® 8' -O" O.G. MAX. GMU WALL 0 NO SCALE #5 VERTICAL - -� VERT. EDGE REINF. IN SECOND GELL --. SECOND FLOOR SEGOND FLOOR STOP REINF. IN LASTFJ CELL ® BM POCKET HOLLOW UNIT MASONRY WALL REINFORCING SCHEDULE • SEE PLANS d APPLICABLE DETAILS FOR WALL THIGKNE55 8 ANY SPECIAL REINF. VERT. REINF. IN MIN. BEARING REO'D AT END OF ANGLE VERT. EDGE REINF. WALL SIZE MAX. BRACE 5PAG'6 AT TOP OF NON -BR6 WALL SEE NOTE 2 MINIMUM REINFORGEMENT * LINTELS (SAME REINF. AS BOND BEAM) VERT. REINF. HORIZ. REINF. Llx4x3 /8 MIN. DEPTH o 15.5 23.5 31.5 39.5 41.5 Z Q v 8" GMU 14' -0" #5 ® 32" O.G. #5 ® 48" O.G. EA. FACE (2) #5 ® 48" O.G. (2) #6 ®48" O.G. Z -j N J O 3' -6" T'6" 10' -0" 12' -0" 12 GMU GELL ----,, 10' -0" 12' -0" i/4 Q LEVEL TO MATCH 2" Q FIRST LEVEL EDGE Z SECOND FLOOR m REINF. SEGOND FLOOR �I L 4 mz WALL GALLOUT WALL 51ZE TYPE REINFORCEMENT REMARKS VERT. REINF. HORIZ. REINF. FLOOR wu z 12" S #5 ® 32" O.G. (2) #6 ® 32" O.G. VERT. EDGE REINF. REINF. IN LAST IN LAST TWO CELLS a TWO CELLS FOR REINF. SIZE d MIN. w12" N IL (2) #1 ®Ib" O.G. (2) #(q ® 48" O.G. 57.1 BOT. LINTEL 57.1 = REINF. - SEE PROVIDE LINTEL BLOCK UNLESS DE516NATED WHERE EXPOSED TO VIEW AS SPECIAL LINTEL `) 3 12" 1 (2) #5 ® 16" O.G. (2) #6 ® 48" O.G. C 51.1 Q J E � LL W N r PROVIDE I!12 BAR BELOW - LAP SPACER BTWN W/ BAR ABOVE HORIZ. REINF. VERT. REINF. BAR ABOVE BOND BM - LOCATION WHERE (TYP) GALLED OUT SEE s 1 EA. FAGE BOND BM - 5EE MA BAR Q) .l POSITIONER (TYP.) r BAR POSITIONER (TYP) (TYP) TYPE I - VERTICAL REINFORGIN6 ATE TYPE H - VERTICAL REINFORCING AT EACH FACE NOTES: I. WALLS NOT SPECIFICALLY GALLED OUT ON THE PLANS WITH 0 SHALL BE REINFORCED AS SHOWN ON TYPICAL REINF. 2. WALLS WHIGH ARE NOT UNIFORMLY SUPPORTED LATERALLY AT THE TOP BY DIAPHRAGMS, ETC, MUST HAVE SPECIAL LATERAL BRAGIN6 NEAR THE TOP AT THE HORIZ. SPACINGS NOTED. (LATERAL- SUPPORT MAY CONSIST OF MASONRY WALL CORNERS OR INTERSECTIONS, OR OTHER BRACING AS SHOWN ON 12/51.1. 3. PROVIDE BOND BEAM W/ MIN. HORIZ. REINF. SHOWN AT TOP OF ALL WALLS, UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 4. FOR SPECIAL LINTELS SEE FRAMING PLANS AND 5 /51.1. 5. PROVIDE BAR POSITIONERS AT FIRST COURSE ABOVE BOND BEAM LOCATIONS AT ALL VERTICAL REINFORCING. SEE GENERAL NOTES FOR P051TIONER TYPE. HOLLOW UNIT MASONRY WALL SCHEDULE TRIM FACE SHELL AS REOV AT COL. FOR 1/4" MIN. GLR. H55 COL. - WRAP W/ 15# FELT RAKE OUT MORTAR $ SEALANT EA. FACE TYPICAL AT COLUMN IN GMU WALL PLAN DETAIL 8 NO SCALE 51.1 FILL VJ/ ROCK WOOL (FIRE 5AFEIN6 AT 2 -HOUR WALLS) FINISHED FLOOR�f L t- BOND BEAM VERT. REINF. (2) 5/8"(P EXPANSION BOLTS ® EACH ANGLE ® 4' O.G. - EMBED 4" INTO BOTTOM OF DECK FLUTES FILL CELL W/ MORTAR AROUND BAR WHEN SETTING BLOCK L6x4x5 /16x0' -8" EACH SIDE ® 8' -O" O.G. MAX. GMU WALL 0 NO SCALE #5 VERTICAL - -� VERT. EDGE REINF. IN SECOND GELL --. SECOND FLOOR SEGOND FLOOR STOP REINF. IN LASTFJ CELL ® BM POCKET DEGK PERPENDICULAR DEC TYPICAL AT TOP OF NON - BEARING MASONRY WALL EXTENDING TO BOTTOM OF CONCRETE FILL DEGK SECTION NO SCALE TYPICAL GMU EDGE REINFORGIN6 AT TWO -STORY WALLS ELEVATION 318 "x0' -9" fj' AS REQ'D TO PLACE ANCHORS INTO BOTTOM OF DECK FLUTES MASONRY VENEER - x Lu NQ NO SCALE STOP REINF. SECOND FLOOR BAR P051TIONER FIRST COURSE ABOVE BOND E STOP GROUT POUR 1/2" BELL 3/4" MIN. GOVE' ® GROUT POUR TYP. REINF. AT BOND BEAM - SEE BOND BEAM UNIT TYPICAL GMU WALL BOND BEAM DETAIL 3 NO SCALE 51.1 VERT. REINF. 4 FORM k GROUT EA. CELL SOLID ® ENDS d 1 CORNERS TYP. • I I BOND BM. REINF. DI50ONTIN0005 AT COLUMN #60' -0" CENTERED AT EA. BOND BM. GMU WALL CORNER CONDITION - WHERE OCCURS TYPICAL AT COLUMN IN CORNER OF GMU WALL PLAN DETAIL NO SCALE 51.1 VERT. REINF. EA. PREFORMED PLASTIC CELL ADJACENT CONTROL JOINT TO CONTROL JT CONTINUOUS BOND BM DISCONTINUOUS AT RAKE OUT MORTAR 1 %2" JOINT (EXCEPT AT MIIN. EA. FACE W/ SEALANT BOND BM AT TOP OF 4 BACKING ROD EA. 51DE WALL SHALL RUN (SEE 5PEG5) THROUGH JT) NOTE: SEE FOUNDATION PLAN FOR LOCATION OF CONTROL JOINTS. TYPIGAL GMU WALL CONTROL JOINT VERT. REINF. PLAN DETAIL IQ FULL HEIGHT ® NO SCALE 57.1 FIRST LEVEL TO MATCH SECOND LEVEL E06E REINF. LINTEL ANGLE SCHEDULE - VERT. REINF. IN MIN. BEARING REO'D AT END OF ANGLE VERT. EDGE REINF. L3hx3xl /4 LAST TWO CELLS 8' IN LAST TWO CELLS b" 10' Llx4x3 /8 VERT. EDGE REINF. o NOTE: NORMAL VERT. IN END CELL-----.- O N HORIZ. REINF. NOT BAR TO MATCH VERT. STIRRUP LOGATEEDD AT SHOWN VERT. EDGE REINF. IN END GELL 5PEGIAL LINTEL REINF. IN END O VERT. REINF. FULL GELL ----,, HEIGHT ® SECOND U i/4 Q LEVEL TO MATCH 2" Q FIRST LEVEL EDGE Z SECOND FLOOR m REINF. SEGOND FLOOR �I L 4 STOP REINF. -c EC ® SECOND I "xb "x8" FLOOR wu z R /2 0 VERT. EDGE iL VERT. EDGE REINF. REINF. IN LAST IN LAST TWO CELLS a TWO CELLS FOR REINF. SIZE d MIN. DEGK PERPENDICULAR DEC TYPICAL AT TOP OF NON - BEARING MASONRY WALL EXTENDING TO BOTTOM OF CONCRETE FILL DEGK SECTION NO SCALE TYPICAL GMU EDGE REINFORGIN6 AT TWO -STORY WALLS ELEVATION 318 "x0' -9" fj' AS REQ'D TO PLACE ANCHORS INTO BOTTOM OF DECK FLUTES MASONRY VENEER - x Lu NQ NO SCALE STOP REINF. SECOND FLOOR BAR P051TIONER FIRST COURSE ABOVE BOND E STOP GROUT POUR 1/2" BELL 3/4" MIN. GOVE' ® GROUT POUR TYP. REINF. AT BOND BEAM - SEE BOND BEAM UNIT TYPICAL GMU WALL BOND BEAM DETAIL 3 NO SCALE 51.1 VERT. REINF. 4 FORM k GROUT EA. CELL SOLID ® ENDS d 1 CORNERS TYP. • I I BOND BM. REINF. DI50ONTIN0005 AT COLUMN #60' -0" CENTERED AT EA. BOND BM. GMU WALL CORNER CONDITION - WHERE OCCURS TYPICAL AT COLUMN IN CORNER OF GMU WALL PLAN DETAIL NO SCALE 51.1 VERT. REINF. EA. PREFORMED PLASTIC CELL ADJACENT CONTROL JOINT TO CONTROL JT CONTINUOUS BOND BM DISCONTINUOUS AT RAKE OUT MORTAR 1 %2" JOINT (EXCEPT AT MIIN. EA. FACE W/ SEALANT BOND BM AT TOP OF 4 BACKING ROD EA. 51DE WALL SHALL RUN (SEE 5PEG5) THROUGH JT) NOTE: SEE FOUNDATION PLAN FOR LOCATION OF CONTROL JOINTS. TYPIGAL GMU WALL CONTROL JOINT VERT. REINF. PLAN DETAIL IQ FULL HEIGHT ® NO SCALE 57.1 FIRST LEVEL TO MATCH SECOND LEVEL E06E REINF. LINTEL ANGLE SCHEDULE MAX. WIDTH OF OPENING ANGLE 51ZE MIN. BEARING REO'D AT END OF ANGLE 5' L3hx3xl /4 b" 8' L6x3 %2x5 /16 b" 10' Llx4x3 /8 12" 4H55 COLUMN NOTES: I. ALL LINTEL ANGLES SHALL BE GALVANIZED. 2" MIN. 2. FOR OPN'6 WIDTHS GREATER THAN DUR- O-WALL D/A 109 10' -0 ", SUPPORT VENEER PER I6 W/ TRI TIE ® 24" O.G.. ® OTHER U.N.O. ON PLAN 5�.1 ADJUST LENGTH OF TRI TIE AS NEEDED #9 WIRE 4 314" PLAN DETAIL 14 NO 56ALE 51.1 DETAIL NO SCALE FINISH FLOOR MAX. HEIGHT - PROVIDE LINTEL TOP OF OPENING BLOCK @ ALL AT 12-6" A.F.F. OPENINGS j II n 2 "GLR. q,z I� - L .Z F - ADD'L BOND BEAM REINF. ®ALL w O - OPENINGS SEE s .1 I1 II FflCORRIDOR GEILIN6 -- - - -� -- -w NOTE: EDGE OF OPENING TO BE Ib" MINIMUM FROM STEEL BEAM BEARING. TYPICAL DUCT OPENING IN GMU WALL SECTION 4 NO SCALE 51.1 TOP REINF. SAME AS BOTTOM UNBRAGED LENGTH "1" (OMIT TOP REINF. FOR 12' -0" OPENINGS LE55 THAN 4' -0" 2' -0" WIDE) NORMAL BOND BEAM 8' -0" MAY REPLACE TOP REINF. IF MIN. LINTEL DEPTH 15 MAINTAINED. \ o E Z O STIRRUP LOGATEEDD AT 0 >- 5PEGIAL LINTEL O ALTERNATE HOOKS SEE 5 U 2" O ADD'L BAR SETS BTWN 2 Z TYR �I L 4 TOP $ BOTTOM AS rn'. -c EC I INDICATED BY SCHEDULE ILI Z wu z Z 0 -j NOTE: U a FOR REINF. SIZE d MIN. u N LINTEL DEPTH SEE 5 2 57.1 BOT. LINTEL 57.1 = REINF. - SEE PROVIDE LINTEL BLOCK UNLESS DE516NATED WHERE EXPOSED TO VIEW AS SPECIAL LINTEL TYPICAL GMU WALL LINTEL DETAIL _� NO SCALE C 51.1 T 3' -0" MIN. TO / QUALIFY AS LATERAL i/ O SUPPORT \ /D 2 ! WALL SIZE UNBRAGED LENGTH "1" b" GMU 12' -0" 8" GMU 2' -0" 12" GMU 8' -0" PLAN NOTES: 1) THIS PLAN 15 AN EXAMPLE ONLY IT DOES NOT REPRESENT A SPEGIFIG WALL 2) NDIGATES UNBRAGED LENGTH OF WALLS. O INDICATES HORIZ BRACE EXTENDING TO ADJACENT CORNER SEE 12 si.1 O INDICATES BRACE UP TO ROOF STRUGTURE SEE 12 s-r.l TYPICAL LATERAL SUPPORT FOR INTERIOR MASONRY WALLS NOT EXTENDING TO STRUCTURE DETAIL II NO 5GALE cal 8" MIN. BEARING L5x3V2xI /4 L.LA PROVIDE A THIN BED OF MORTAR FOR ANGLE BR6 TYP. GUT HORIZ. LEG ® BOT. CHORD 0 INTERIOR CORNER PLAN 5 51M. L5x3r2xl /4 L.L.H. 5-73 1 /4 "xl!/2" BAR EA. END OF BRICK LINTEL) If 114 "x4 "x0' -8" ® INTERIOR CORNER ul s?Iw C) m 0 �m NOTE: SHORE LINTEL UNTIL MORTAR HAS GORED TRU55 TYPE BRICK VENEER LINTEL SUPPORT SECTION NO SCALE z O a o role 2� U E %FIRES'. 4/11/04 Agency /Consfructcbtlity Set PROJECT 23025 DRAWN: rdw DALE 13FEBURAy2004 SHEET S7.1 Z Lu a9i 0 N_ o E Z O 0 >- O U O z Z O� 4 F_- -c EC I ILI Z Q Z 0 -j o - U a u N s. o E C w = ?_ o � z E %FIRES'. 4/11/04 Agency /Consfructcbtlity Set PROJECT 23025 DRAWN: rdw DALE 13FEBURAy2004 SHEET S7.1 Z O N_ Z W >- O U O Z O� F_- -c EC I ILI Z Q Z 0 -j 0 u N Q N C w = E _� _Z C U Q J E � LL W N r E %FIRES'. 4/11/04 Agency /Consfructcbtlity Set PROJECT 23025 DRAWN: rdw DALE 13FEBURAy2004 SHEET S7.1 MASONRY WALL PR05GENIUM BEAM ELEVATION ELEVATION a 0 0 CA n m t1 v 0 n r n M N a 0 M O O N :)L. REINF. fD AGI )OK 31- TIES )P $ IBOT. EXTEND DOWEL THROUGH COL. ABOVE PROSCENIUM #4 TIES ® - 1 %2" GLR 16, O.G. I TYP. TYP. CONCRETE COLUMN PLAN DETAIL (12) #10 VERT. REINF. #4 STIRRUP to lb" O.G. ALT. HOOK ENDS I/2 " =1' -0" #1 DOWEL5 TO MATCH GMU WALL HORIZ. REINF. 5TA6E SIDE OF PRO5GENIIM GMU LAP BAR DIA. OR lb" MIN. GONG. COL. BEYOND 0OWEL5 TO MATCH GMU WALL VERT. REINF. #4 STIRRUPS ® 16' O.G. - ALTERNATE HOOKS O "B " =20" V2" GLR TYR (3) EO. (12) #10 HORIZ. SPACES REINF. CONCRETE COLUMN SECTION C57 1/2 "= I' -O" 1.2 "xb "x0' -b" EMBED It W/ (4) 3/4 "4P 5705 x0' -(," WT COLLECTOR - SEE PLAN 318" SHEAR hE PER q)se.l GONG. COL. - REINF. NOT SHOWN FOR CLARITY SECTION 1"=I,-O" NOTCH WEB JOIST. -51M /2" GLR i" MAX. 5TL J5T- SEE PLAN Z O Q J Q W ,0 V Z Q LL LL z O �--Q Q3 IV Z E � O W >- 0 CO < O N O Z O5 P= il-- F2 C, Q Z J `) O° Oc L = N U� V C= O L C W N EXPIRES. 4/21/04 Agency /Constrictabll'ty Set PROJECT 23025 DRAWN: rdw DA -E 13 FEBURAY 2004 SHEET S7.2 OF: 0V a a E 5 n 0_ E z Q 0 �= wRa � e Z O Q J Q W ,0 V Z Q LL LL z O �--Q Q3 IV Z E � O W >- 0 CO < O N O Z O5 P= il-- F2 C, Q Z J `) O° Oc L = N U� V C= O L C W N EXPIRES. 4/21/04 Agency /Constrictabll'ty Set PROJECT 23025 DRAWN: rdw DA -E 13 FEBURAY 2004 SHEET S7.2 OF: DETAIL 15 51MILAR AT BEAM ONE SIDE DROP BM5 AS REGV FOR DEPRESSED SLABS - VERIFY LOCATION W/ ARCH. DW65 A.. DOS. A325X BOLTS SEE SGHEDULE (21/2 " ®W8) d' ° I�" �I 2" PROM E HORIZ. SEE SG REDUCE III SLOTTED HOLES IN SHEAR PLATES SGHEDULE BEAM # OF A325X BOLTS BOLT DIA. `'BAR fE THIGKNE55 WELD 51ZE A, W8 2 3/4" 1/4" 3/1611 PTO 2 3/4" 1/4" 3116" W12 3 3/4" 1/4" 3116" W14 3 3/4" 1/4" 3/161, 1/2 4 3/4" 5/16" I/4" <0 <- 4 7/8" 5/16" 114" LPq2 5 7/8" 3/8" 5/1611 <6 <- 25° CASE I 2-5fb 5/2 7 7/8" 7/16" 3/8" 1/2" 1/2" MAX. NOTES: EXTEND SHEAR f� FULL WHERE BEAKS) FRAME INTO SUPPORT BEAM COPE BOT. I/2" DEPTH ® BM ONE 51DE SKEWED SEE COPE FLANGE TO SUIT se.l FLANGE AS REQ'D TYPICAL BEAM / 61PDER BOLTED CONNECTION SECTION NO SCALE METAL STUD WALL GOMP051TE SLAB FACE OF BEAM TO BEAM STUD GONN. PER L EDGE FORM sa.l '$ EDGE OF 5LAB - SEE 7 T.O.S. 582 - PER PLAN` GMU VENEER TYP.EXGEPT ® SIM. 5TL BEAM SLIP CONN. STL BEAM - SEE 10 METAL STUD WALL 510.1 PERIMETER BEAM PERPENDICULAR TO FLOOR BEAMS SECTION 1 " =1' -0 STEEL BEAM SEE PLAN STEEL GIRDER ® 112" SHEAR fL' SEE PLAN 1® 1 PLAGE BOLTS FOR DETAIL '$ IN SECOND S GALLOUTS IN e 3, ROW WHERE COMMON 5EE 58.1 REQUIRED BEAM TO BEAM VARYING DEPTH STEEL DETAIL ID a 0 N VERT. REINF. LL MASONRY WALL SIM. W/ SLAB a EA. SIDEL #5 HORIZ. v N NOTE: H55 GOL..- I. THE NUT MAY BE PLACED ON THE ACUTE REFER TO TYPICAL ANGLE SIDE OF SHEAR PLATE. WHEN THIS STEEL DETAIL 9 SITUATION OCCURS, THE BOLT ASSEMBLY 58.1 MAY BE INSTALLED AS SNUG TIGHT IN FOR ADDTITIONAL LIEU OF FULLY PRETEN51ONED. INFO. 2. PROVIDE A COMPLETE PENETRATION WELD REFER TO TYPIG OF THE SHEAR fE TO THE SUPPORTING STEEL DETAIL MEMBER WHERE THERE 15 INSUFFICIENT 58.1 CLEARANCE TO PLACE FILLET WELDS FOR ADDTIONAL INFO— ON BOTH SIDES OF THE SHEAR R. FACE OF I METAL STUD WALL STUD COMPOSITE SLAB EDGE FORM —y '$ EDGE OF SLAB - SEE - - - - - -- T.O.S. 582 5TL BEAM, PER PLAN' TYP. GMU VENEER L3x3xl /4 BRACE TYP. EXCEPT O.G. ® SIM. +1 SEE I7 METAL sap STUD SLIP CONNECTION NA L - 5 E E 10 sic PERIMETER BEAM PARALLEL TO FLOOR BEAMS SECTION I " =1' -0 " 58.1 1/4" FULL DEPTH STIFF. I I COL. ABOVE WHERE fE EA. SIDE - ALI6N I SHOWN ON PLAN W/ COL. FACE BELOW 11 I/2" 5TL. BM. G.P. U.T. TYP SEE TYPICAL STEEL DETAIL 58.1 OF NF REFER TO TABLE B FOR SHEAR T PREPARATION, WELDING REQUIREMENTS id� OF '$ BOLT LOCATION. 12 L WF BEAM X FACE OF BEVEL SUPPORTING SHEAR T 2" MIN. MEMBER 5" MAX. W 2" MIN. W W F � OF 5" MAX. W F CL X N BOL N BOLT SHEAR FE "t" SHEAR R "t" e 12 12 L X X CASE I CASE II *NN I5 THE EFFEGTVE THROAT FACE OF OF A PARTIAL PENETRATION 2" MIN. SUPPORTING OF WELD MEMBER BOLT 5" MAX• REFER TO TABLE B FOR SHEAR R PREPARATION, W F G.P. WELDING REQUIREMENTS — U.T. '$ BOLT LOCATION. (WN 2' MIN. OF 7 FOR DETAILS '$ S" MAX. Ia BOLT s GALLOUTS IN COMMON SHEAR fE V' 12 1 SHEAR t )tx SEE TYPICAL STEEL 12 12 DETAILS SO 8 5G4 CASE III CASE IV TEEL DETAIL r CONNECTED BM NO SCALE r® ®� NOTE: ® ® FOR ATTAGHMENT OF SHEAR E'5 AT SKEWED L= L® ®L JIN " 2�" FRAMING LOGATIONS, 5EE SEE TYPICAL STEEL 1/2" 5/16 TYPICAL DETAIL DETAIL FOR TYP5/16 2 SUPPORTING BM se i T.0.5. PER 58.1 2PLAN GALLOUTS IN COMMON FOR DETAILS '$ TYPIGAL ® SUPPORTING BEAM DEEPER THAN MOMENT CONNECTED BEAM 3" O.G. CALLOUTS IN I 5PAGING COMMON 5EE sal SUPPORTING BM CLIP SHEA U.T. TYP. r MOMENT CONNECTED BM R AS REQ (Ir" MIN.) \\ PROVIDE 1/2" MIN. RADIUS �® ®� ® ALL COPE REENTRANT FL 3/8" - P 1 ® ® 1r-- SEE TYPICAL STEEL 5TD HOLES GORNERS L® ®J DETAIL FOR BEAM '$ fE SEE TYPICAL STEEL sa,l DETAILL FOR GALLOUTS IN COMMON 58.1 TYPICAL ® SUPPORTING BEAM SAME DEPTH AS MOMENT CONNECTED BEAM SIZE '$ QTY OF BOLTS STEEL DETAIL STEEL DETAIL 7 NO SCALE 58.1 NO SCALE 58.1 BM. if COL. 3116 BR6 fE 5/8" - WIDTH END R FULL HT AT OF BM FLANGE OR I12" MAX. ®� OF WALL BM PERPENDICULAR H55 COL. COL. WHIGHEVER ® BM5 BOTH SIDES FOR SIZE d HOLE LOCATION SEE 1" IS GREATER W/ _+ sb.l AT 5TD BM GAGE 3116 3" 1 1 SHEAR fj' ® BM J ' 1 BR6 PL 1%2" - 1/2" MIN. PERP- SEE PLAN WIDER THAN COL. OR BEAM FLANGE WIDTH 3 /I6 I I 1� (WHIGHEVER 15 GREATER) TYP. W/ (4) 5/4"(1) M.B.'S AT H55 COL. I 5TD BM GAGE IN SHORT SLOTTED HOLES METAL DECK PERPENDICULAR TO WALL SHOWN - PARALLEL SIM. - FOR WELDING SEE #5 ® 4' -0" O.G. (SLAB ONE SIDE) #5x5' -O" @ 4' -0" O.G. (SLAB EA. SIDE) TYP. U.N.O. ON PLAN GL05URE STRIP FINISH FLOOR � BY DECK MFR 1 (-Ill GLR. I" MIN., QTY OF 1/8 ) A325N BOLTS `--CONT. L3x3x3/8 TABLE B r2" MAX. 3 i NOTE: OVERSIZED HOLES ARE 4 3/4"(P A.B.'S ® "t" SKEW ANGLE B DETAIL CASE 1 X i g W N W F 3/8" L" 6, < 2° CASE I X <_ 1/2 5/16 5/16 3/8" 20 <0 <- 11° CASE 1 112 < X S 254e 318 5/16 3/8" 110 <6 <- 25° CASE I 2-5fb < X S 5/2 112 5/16 318" 250 <9 -< 30° CASE I 5V2 < X <- l 9/16 1 5/16 318" 300 < G < 45° CASE 11 7 < X < 12 318 5/16 3/8" 9 = 45° CASE III X = 12 1/4 5/16 3/8" 0 > 45° CASE IV X < 12 GP - 1/2" 6 S 2° CASE I CASE 1 112 X S < X <- 112 21-8 5/16 1/2 5/16 5 /I6 112" 2° < B <- 10° I12" 100 <0 -< 160 CASE 1 2%a < X <- 53/ 9/16 3/8 1/211 I60 <9 S 21° CASE 1 33/8 < X <_ 4/2 518 318 112" 210 <0< 45° CASE 11 4h < X < 12 1/2 318 1/2" a = 45° CASE III X = 12 318 316 1/2" G > 45° CASE IV E o X < 12 GP - NOTE: H55 GOL..- I. THE NUT MAY BE PLACED ON THE ACUTE REFER TO TYPICAL ANGLE SIDE OF SHEAR PLATE. WHEN THIS STEEL DETAIL 9 SITUATION OCCURS, THE BOLT ASSEMBLY 58.1 MAY BE INSTALLED AS SNUG TIGHT IN FOR ADDTITIONAL LIEU OF FULLY PRETEN51ONED. INFO. 2. PROVIDE A COMPLETE PENETRATION WELD REFER TO TYPIG OF THE SHEAR fE TO THE SUPPORTING STEEL DETAIL MEMBER WHERE THERE 15 INSUFFICIENT 58.1 CLEARANCE TO PLACE FILLET WELDS FOR ADDTIONAL INFO— ON BOTH SIDES OF THE SHEAR R. FACE OF I METAL STUD WALL STUD COMPOSITE SLAB EDGE FORM —y '$ EDGE OF SLAB - SEE - - - - - -- T.O.S. 582 5TL BEAM, PER PLAN' TYP. GMU VENEER L3x3xl /4 BRACE TYP. EXCEPT O.G. ® SIM. +1 SEE I7 METAL sap STUD SLIP CONNECTION NA L - 5 E E 10 sic PERIMETER BEAM PARALLEL TO FLOOR BEAMS SECTION I " =1' -0 " 58.1 1/4" FULL DEPTH STIFF. I I COL. ABOVE WHERE fE EA. SIDE - ALI6N I SHOWN ON PLAN W/ COL. FACE BELOW 11 I/2" 5TL. BM. G.P. U.T. TYP SEE TYPICAL STEEL DETAIL 58.1 OF NF REFER TO TABLE B FOR SHEAR T PREPARATION, WELDING REQUIREMENTS id� OF '$ BOLT LOCATION. 12 L WF BEAM X FACE OF BEVEL SUPPORTING SHEAR T 2" MIN. MEMBER 5" MAX. W 2" MIN. W W F � OF 5" MAX. W F CL X N BOL N BOLT SHEAR FE "t" SHEAR R "t" e 12 12 L X X CASE I CASE II *NN I5 THE EFFEGTVE THROAT FACE OF OF A PARTIAL PENETRATION 2" MIN. SUPPORTING OF WELD MEMBER BOLT 5" MAX• REFER TO TABLE B FOR SHEAR R PREPARATION, W F G.P. WELDING REQUIREMENTS — U.T. '$ BOLT LOCATION. (WN 2' MIN. OF 7 FOR DETAILS '$ S" MAX. Ia BOLT s GALLOUTS IN COMMON SHEAR fE V' 12 1 SHEAR t )tx SEE TYPICAL STEEL 12 12 DETAILS SO 8 5G4 CASE III CASE IV TEEL DETAIL r CONNECTED BM NO SCALE r® ®� NOTE: ® ® FOR ATTAGHMENT OF SHEAR E'5 AT SKEWED L= L® ®L JIN " 2�" FRAMING LOGATIONS, 5EE SEE TYPICAL STEEL 1/2" 5/16 TYPICAL DETAIL DETAIL FOR TYP5/16 2 SUPPORTING BM se i T.0.5. PER 58.1 2PLAN GALLOUTS IN COMMON FOR DETAILS '$ TYPIGAL ® SUPPORTING BEAM DEEPER THAN MOMENT CONNECTED BEAM 3" O.G. CALLOUTS IN I 5PAGING COMMON 5EE sal SUPPORTING BM CLIP SHEA U.T. TYP. r MOMENT CONNECTED BM R AS REQ (Ir" MIN.) \\ PROVIDE 1/2" MIN. RADIUS �® ®� ® ALL COPE REENTRANT FL 3/8" - P 1 ® ® 1r-- SEE TYPICAL STEEL 5TD HOLES GORNERS L® ®J DETAIL FOR BEAM '$ fE SEE TYPICAL STEEL sa,l DETAILL FOR GALLOUTS IN COMMON 58.1 TYPICAL ® SUPPORTING BEAM SAME DEPTH AS MOMENT CONNECTED BEAM SIZE '$ QTY OF BOLTS STEEL DETAIL STEEL DETAIL 7 NO SCALE 58.1 NO SCALE 58.1 BM. if COL. 3116 BR6 fE 5/8" - WIDTH END R FULL HT AT OF BM FLANGE OR I12" MAX. ®� OF WALL BM PERPENDICULAR H55 COL. COL. WHIGHEVER ® BM5 BOTH SIDES FOR SIZE d HOLE LOCATION SEE 1" IS GREATER W/ _+ sb.l AT 5TD BM GAGE 3116 3" 1 1 SHEAR fj' ® BM J ' 1 BR6 PL 1%2" - 1/2" MIN. PERP- SEE PLAN WIDER THAN COL. OR BEAM FLANGE WIDTH 3 /I6 I I 1� (WHIGHEVER 15 GREATER) TYP. W/ (4) 5/4"(1) M.B.'S AT H55 COL. I 5TD BM GAGE IN SHORT SLOTTED HOLES METAL DECK PERPENDICULAR TO WALL SHOWN - PARALLEL SIM. - FOR WELDING SEE #5 ® 4' -0" O.G. (SLAB ONE SIDE) #5x5' -O" @ 4' -0" O.G. (SLAB EA. SIDE) TYP. U.N.O. ON PLAN GL05URE STRIP FINISH FLOOR � BY DECK MFR 1 (-Ill GLR. TYPICAL CONTINUOUS STEEL BEAM TO COLUMN GONNEGTION SECTION NO SCALE T 114" EA. SIDE ® 24" OC.— #5x2' -6" DOWEL TO MATCH VERT. REINF. STEEL BEAM NOTES: I. PROVIDE BOND BM REINF. IN FIRST TWO BLOCKS ABOVE STEEL BEAM. 2. FIRST GROUT LIFT ABOVE BM SHALL NOT EXCEED 4' -0" 3. METAL DECK MFR TO PROVIDE CLOSURE fE AS REQ'D. TYPICAL METAL DECK TO STEEL BEAM GONNEGTION AT MASONRY WALL ABOVE SECTION 16 NO SCALE 58.1 STEEL BM. '-3/8" STIFFENER EA. SIDE ON 1� H55 COL. TYPICAL STEEL BEAM CONNECTION TO COLUMN ABOVE SECTION C1821 NO SCALE 1/2"(P PUDDLE WELDS ® 12" O.G. ERECTION BOLT OR '$GREW 3/4 "m M.B. L4x3xl /4x2' -O" (t' I/4 "x411xO' -4" TYP. 3/16 L3x3xl /4 2-j BRACE + h' I/411x4 "x0' -4" 3 /4NQ M.B. TYPICAL BEAM BRACE SECTION 58.1 H55 COL. SEE PLAN 2„ 51ZE 8 QTY OF BOLTS PER TABLE G T.O.S. I/2 li2„ PROVIDE 5TD HOLES PER PLAN I/2 IN ANGLES '$ BM �I�" 1 T.0.5. PER PLAN ® N H55 1 ® v WF BEAM COL. ® O V (SLOPING mN BM SIM.) n? I I2" 1 I 0 0 v N Q TYPICAL DOUBLE ANGLE CONNECTION TYP. FAGE OF ti SUPPORTING MEMBER L40x3 /8 I l I 3/4" 3/4 1 5/16 ®TOPN 5/16 RETURN �� I� I ® TOP I * I I I SECTION A STEEL DETAIL 112" z GLR TYP. w �a BEAM TO BEAM 51ZE '$ QTY OF BOLTS PER TABLE G - PROVIDE STD HOLES IN BEAM '$ SHORT SLOTTED HOLES IN ANGLES m f�I�:7�1W TABLE G I" MIN., QTY OF 1/8 ) A325N BOLTS `--CONT. L3x3x3/8 2 r2" MAX. 3 i NOTE: OVERSIZED HOLES ARE 4 3/4"(P A.B.'S ® 5 PERMITTED IN LEDGER ANGLE IF MIN. ° 24" D.G. 1 EDGE DISTANCE 15 MAINTAINED '$ i g 4' -0" O.G. WHERE A.B. WASHERS ARE WELDED TO ANGLE. L" DECK 15 PARALLEL - INCREASE VERT. LEG 51ZE TO 4" IF TO WALL - EMBED SLOTTED HOLES ARE USED. 5" MIN. E BREAKOUT GMU IV2" d AROUND A.B. r ^� TYPICAL FLOOR METAL DECK TO LEDGER ANGLE CONNECTION AT MASONRY WALL 0 SECTION 15 NO SCALE 58.1 TYPICAL CONTINUOUS STEEL BEAM TO COLUMN GONNEGTION SECTION NO SCALE T 114" EA. SIDE ® 24" OC.— #5x2' -6" DOWEL TO MATCH VERT. REINF. STEEL BEAM NOTES: I. PROVIDE BOND BM REINF. IN FIRST TWO BLOCKS ABOVE STEEL BEAM. 2. FIRST GROUT LIFT ABOVE BM SHALL NOT EXCEED 4' -0" 3. METAL DECK MFR TO PROVIDE CLOSURE fE AS REQ'D. TYPICAL METAL DECK TO STEEL BEAM GONNEGTION AT MASONRY WALL ABOVE SECTION 16 NO SCALE 58.1 STEEL BM. '-3/8" STIFFENER EA. SIDE ON 1� H55 COL. TYPICAL STEEL BEAM CONNECTION TO COLUMN ABOVE SECTION C1821 NO SCALE 1/2"(P PUDDLE WELDS ® 12" O.G. ERECTION BOLT OR '$GREW 3/4 "m M.B. L4x3xl /4x2' -O" (t' I/4 "x411xO' -4" TYP. 3/16 L3x3xl /4 2-j BRACE + h' I/411x4 "x0' -4" 3 /4NQ M.B. TYPICAL BEAM BRACE SECTION 58.1 H55 COL. SEE PLAN 2„ 51ZE 8 QTY OF BOLTS PER TABLE G T.O.S. I/2 li2„ PROVIDE 5TD HOLES PER PLAN I/2 IN ANGLES '$ BM �I�" 1 T.0.5. PER PLAN ® N H55 1 ® v WF BEAM COL. ® O V (SLOPING mN BM SIM.) n? I I2" 1 I 0 0 v N Q TYPICAL DOUBLE ANGLE CONNECTION TYP. FAGE OF ti SUPPORTING MEMBER L40x3 /8 I l I 3/4" 3/4 1 5/16 ®TOPN 5/16 RETURN �� I� I ® TOP I * I I I SECTION A STEEL DETAIL 112" z GLR TYP. w �a BEAM TO BEAM 51ZE '$ QTY OF BOLTS PER TABLE G - PROVIDE STD HOLES IN BEAM '$ SHORT SLOTTED HOLES IN ANGLES m f�I�:7�1W TABLE G SUPPORTED BEAM 51ZE QTY OF 1/8 ) A325N BOLTS WIO OR LE55 2 W12, N14 3 WI6, WI8 4 W21 5 W24 6 W21, NBO 1 NOTED ON PLAN GO LL TOP OF W.P. COL T 3/1611 GAP 4 51DE5 TYP, I/8 PROVIDE SQUARE GUT ® TOP OF COL. WHERE POSSIBLE. IF COL, CANNOT BE SQUARE GUT DUE TO ROOF INTERFERENCE, PROVIDE A MITERED GUT TO MATCH ROOF SLOPE. H55 COL. WITH MIN. 1/4" WALL THIGKNE55 NOTE: WHERE BEAM(5) FRAME `T11A. II _T INTO COLUMN SKEWED SEE 2 ABOVE'$ BELOW SIM. FOR SHEAR T TYP. se. SECTION 8 _ I " =1' -0" 58.1 SOLID GROUT AROUND #5x4' -O" ® STUDS BM. WHERE LOCATED ABOVE OR AT RATED WT4x17.5 W/ I, WALL (6) 3/4 "mx5" 111 STEEL BEAM STUDS ® 6" O.G. - BR6 fE 5 /8 "x5t/2"x =_- H55 ®51M O' -10" W/ (2) #5x2' -6" ® 8" O.G. (fj' I "x 7h "xl' -4" 1"U BM5 BOTH SIDES) 1 5" M ONE SIIDE T ADD'L CONT. BOND B 74 3/4" NON - SHRINK GROUT UNDER FLOOR BM BR6; - DRY PACK PRIOR TO BM (2) #5x4' -O" AT ISOLATED INSTALLATION BEAM BEARING (2) #5 FULL HEIGHT TYPICAL BEAM BEARING PERPENDIGULAR TO GMU WALL SECTION 3 NO SCALE STEEL BEAM GMU WALL - IV2ARIE5 o i l I ® MIN. ®II Ile 51ZE 4 QTY OF II, BOLTS PER g) 58.1 I I I 2" 21 - PROVIDE STD HOLES 1/ IN BM '$SHEAR E GLR T.O.S. PER J Tr P. PLAN 3" O.G. I'I SPACING R 3/8" TYP. NO SCALE FOR DETAILS '$ GALLDUTSIN COMMON SEE .0 +I +1 0 ADD'L BOND +11 BEAM J II BREAK OUT FACE SHELL SECTION 4 I"= i' -0" 58.1 w 1 w N J w Z Q H O Q3 IV Z l O W >- 0 O� 0 N O Z "- O C, Q Z J O O O _ cn UT N �E = O �E Lu q� E %PIPES: 4/21/04 Agency /Constructoo lity Set PROJECT 23025 DRAWN: rdw DA -E 13TEBURA`!2D04 S'ttEET S8.1 OE: s "-oc q a Nryu L" ° - F E 0 T z Q 0 y u r a U a < e 4^ E o — 4 w 1 w N J w Z Q H O Q3 IV Z l O W >- 0 O� 0 N O Z "- O C, Q Z J O O O _ cn UT N �E = O �E Lu q� E %PIPES: 4/21/04 Agency /Constructoo lity Set PROJECT 23025 DRAWN: rdw DA -E 13TEBURA`!2D04 S'ttEET S8.1 OE: 6x6 - W2.1xW2.6 GONG. --N (4) 1 /2 "(P EFFECTIVE PUDDLE WELDS AT EA. SUPPORT MIN. - r-I" GLR m PROVIDE 51DE LAP ATTAGHMENT AS REQ'D BY METAL DECK MFR 5 /2" MIN. UNLESS OTHERWISE NOTED ON FRAMING PLANS TYPE "W -2" MIN. DEGK PROPERTIES GAUGE I = 06ft) +5 / -5 = (in.4ft) 20 .42 .3611.310 18 .555 .510/511 16 .694 .6391.636 NOTES: I. (2) SPAN MIN., (3) SPAN PREFERRED - WHERE 51MPLE SPAN 5HOWN ON DRAWINGS GENERAL CONTRACTOR TO PROVIDE SHORING 2. AT SUPPORTS PARALLEL TO GORRU6ATION5, PROVIDE PUDDLE WELDS ® 24" O.G. MAX. 3. GONDUIT NOT PERMITTED IN SLAB TYPIGAL GOMPOSITE FLOOR DEGK DETAIL NO SCALE BM 1" MAX. WHERE 3VI" NP OGGUR5 SEE ARCH. 2" BR, 12 6A. EDGE FORM BY METAL r DEGK MFR -- -STEEL BEAM METAL DEGK - FOR WELDING SUPPORTS SEE 582 DEGK PARALLEL 5HOWN, PERPENDICULAR 51M. SECTION NO SCALE 58.2 e 0 N N d N LL V N O H E v r STUDS WELDED THRU DECK MAY REPLACE PUDDLE WELD AT THAT LOCATION IF ADO'L STUDS ARE REQ'D START AT EA. END OF BEAM 8 SPACE BTWN EXIST. STUDS 8" MAX. SPACE STUDS AT 2' -0" O.G. NOTES: I. LOCATE STUDS AT CENTER OF BEAM FLANGE. 2. STUDS ARE 3/4 "(P x 4/2" LONG (6" @ SIM) AFTER WELDING. 3. SEE FRAMING PLANS FOR NUMBER OF 5TUD5 IN < > . 4. ALL BEAMS WITH < > ARE COMPOSITE STEEL BEAMS AND ARE 5Ok5i MATERIAL. SEE GENERAL NOTES. TYPICAL COMPOSITE BEAM DETAIL r%r-T w 11 NO 5GALE COLUMN ORIENTATION PER PLAN INTERIOR COL. SHOWN 3/4" PERIMETER 8 CORNER H55 COL. SHOWN I GOL. LOCATIONS SIM. NF COL. SIM. - PROVIDE L3x3x3 1Ib TYP. WHERE BM 15 -_= __ NOT FRAMED INTO I.d GOLUMN W.W.F. SHOWN - 51M. AT BAR - REINFORGED I" GLR COMPOSITE STEEL BM - FORMED JOINT #4x4' -O" ® 18)" O.G. GENTERED ON JOINT JOINT SHOWN PERPENDICULAR TO FLUTES, 51M. WHERE PARALLEL DEGK MFR TO PROVIDE GL05URE STRIP AS REQV SAME &AGE AS METAL DECK - PROVIDE WELD AT 24" O.G. 7 � 2" MIN AT 51NOLE ROW OF STUDS, 5' MIN AT DOUBLE ROW OF STUDS WELD METAL DEGK TO BM PERW 582 TYPICAL COMPOSITE DEGK CON5TRUGTION JOINT TYPICAL AT METAL DEGK PARALLEL TO BEAM SECTION SECTION NO SCALE 58.2 NO SCALE 58.2 (1) #4 EA. END FOR OPNG'5 LE-55 THAN 12" WIDE, (2) #5 FOR OPNG'5 GREATER THAN 12" WIDE 3/Ib TMP' COLUMN ORIENTATION PER PLAN 1z P. TY a ^ 3/16 3 rPROVIDE 3/16 �INTERIOR COL. SHOWN H55 COL. SHOWN I PERIMETER b CORNER DEC) SPAN VARIES WF GOL 51M. COL. LOCATIONS 51M. — w X 6 L3x3x3 /I6 TYP. D Q _ DEGK` SPAN VARIES > DEGK SUPPORT WHERE TYP. 3/16 3 k DISTANCE "X" 15 \ GREATER THAN 6" TYPICAL DECK SUPPORT DETAIL NO SCALE 58.2 � #4 EA. SIDE DEGK SPAN NOTE: OPENINGS LE55 THAN 6 "x 12" REQUIRE NO ADD'L REINF. TYPICAL AT OPENINGS IN COMPOSITE DEGK DETAIL FOR OPN'G r-Ir2" GLR. GUT OUT DEGK AFTER GONG. TOPPING HAS GURED CLOSURE BY DEGK MFR- #4 CONT. HORIZ. BARS T8B W/ I'-b" BENDS ® roPNER5'- 2" MIN. AT SINGLE ROW OF STUDS, 5" MIN. AT DOUBLE ROW OF STUDS , WELD METAL DEGK TO BM PERT 58.2 SECTION 5 NO 5GALE 58.2 GURB WIDTH AS REQ'D 4' MIN. -8" MAX. H =12" MAX. SEE ARCH. $ MEGH. `- #4 DOWELS ® 24" O.G. �� ALTERNATE HOOKS #4 CONT. HORIZ. SEE ARCH. 8 #4 ®I6" O.G. BARS YSB W/ = MEGH. DW65 EA. WAY TOP CO BEND ® H =12" MAX. CORNERS SEE ARCH. b MEGH. \- #4 DOWELS PAD 16" O.G. ALL AROUND TYPICAL MECHANICAL GURB5 3 PADS SECTION to NO SCALE 58.2 I" =1' -O" (2) #5 BOND BEAM - MASONRY WALL EXTEND VERT. REINF. $ ALTERNATE BEND BEND 18" INTO SLAB ® SLAB EA. BIDE TYP. U.N.O. ON PLAN METAL DECK - SUBSTITUTE DOWELS PARALLEL TO WHERE DIFFERENT 18" WALL 5HOWN- i FROM WALL REINF. PERPENDICULAR Qd" 51MILAR —� i (2) #5 BOND BEAM - MASONRY WALL w TYPICAL CONNECTION OF METAL DEGK TO TOP OF MASONRY WALL SECTION 6 NO SCALE 58.2 F BM. #3 ® 12" O.G. 2" I' -9" MAX. #4 GONT. BR6 3/4" GLR I/4" BENT R _ EDGE FORM BY MTL DECK MFR - SHORE AS 3/Ib 2 -12 REQ'D FOR 3/16 2 -12 CONCRETE PLACEMENT STEEL BEAM EDGE OF DEGK AT FIRE RATED MEGHANIGAL SHAFT SECTION II NO SCALE 58.2 J W W J Q cy- Z Q LL O J LL C P o — L c ®_ c m Q Y a Z O F— Q Q IV z w N W >- 0� O U N O Z 05 n Q Z J O 0� fn U� N c 2 � E 2 O w EXPIRES 4/2:/04 Agency /CenstructabIlty Set PROJECT 23025 DRAWN: JMW DATE 13FE3URAY200z SHEET S8.2 OF: z 0 z 0 3 0 0 o- e n o L Lu TYPICAL CONNECTION OF METAL DEGK TO TOP OF MASONRY WALL SECTION 6 NO SCALE 58.2 F BM. #3 ® 12" O.G. 2" I' -9" MAX. #4 GONT. BR6 3/4" GLR I/4" BENT R _ EDGE FORM BY MTL DECK MFR - SHORE AS 3/Ib 2 -12 REQ'D FOR 3/16 2 -12 CONCRETE PLACEMENT STEEL BEAM EDGE OF DEGK AT FIRE RATED MEGHANIGAL SHAFT SECTION II NO SCALE 58.2 J W W J Q cy- Z Q LL O J LL C P o — L c ®_ c m Q Y a Z O F— Q Q IV z w N W >- 0� O U N O Z 05 n Q Z J O 0� fn U� N c 2 � E 2 O w EXPIRES 4/2:/04 Agency /CenstructabIlty Set PROJECT 23025 DRAWN: JMW DATE 13FE3URAY200z SHEET S8.2 OF: EXTEND VERT. REINF. d BEND 18" INTO 5LAB OR 5065TITUTE I DOHEL5 TYP. I I (2) #5 3" METAL DEGK WI/ 4" GONG. TOPPIN6 5EE PLAN E a M I a 0 0 N N N U N O m E #4x7' -O" 12" O.G. TOP VAU 5TO HOOK5 VERIFY OR PROVIDE (1) #4 GONT. AT SLAB E06E ---� #4 GONT. 18" O.G. TYR BOND BEAM 7" THIGK GONG. GMU WALL SLAB FORM $ 5EE PLAN 5HORE A5 REO'D SECTION 1"= I' -0" nRx 1. —U.. 12" O.G. TOP W/ 5TD HOOK5 VERIFY OR PROVIDE (1) #4 GONT. AT 5LA15 ED6E� • i #4 CONT. 3" METAL DECK W/ IS" O.G. TYP. 4" GONG. TOPPING SEE PLAN 7" THICK GONG. 51M. AT DEGK WF BEAM SLAB FORM $ PERPENDICULAR - 5EE PLAN SHORE A5 REO'D ECTION "= I' -O" 58.3 GONG. GOL 5EE s12 REINF. NOT SHOWN FOR GLARITY.- SECTION I " =1' -0" (2) #5 EXTEND 3' -0" BEYOND END OF SLAB 7" GONG. SLAB 5EE PLAN #4 DOWELS MATCH SLAB REINF. 5PAGIN6 3 58.3 (2) #5x2' -b" A706 BAR5 7" GONG. 5LAB 5EE PLAN REINF. NOT 5HOWN FOR GLARITY--� LIGHTIN6 P05T - SEE PLAN 1_5x5xl /4x0' -10" (2) 3/4 " (Px5" 5TUD5 GMU WALL 5EE PLAN OVER - FRAMED FLOORING 5EE ARGH. ALTERNATE HOOKS AT VERT. REINF. H #5 DOWELS g p• TYP. BOND @ 12" O.G. BEAM REINF. ' ' 7" GONG. SLAB - 5EE PLAN GMU MALL ABOVE FLOOR LEVEL REAK OUT GMU - 5HORE A5 REO'D Ih" AROUND DOWEL5 SECTION r5 I" =1' -O" k 58.3 71Z ,IaEs LL � J OQ O W tl C) Z O I.— Q Q IV Z E Qy N W > Oc: O N O Z O3 Q z° J N O° Oz L = cn U- _Z) UE 5= o L C w Exaia[s a /2i /oa Acency /Constiuctablllty Set PROJECT 23025 DRAWN: RDW DATE 13FEBURA° 200 SHEET S8.3 0F: I uJ u n d o Z - - o u E O T z O y J o E Q LL � J OQ O W tl C) Z O I.— Q Q IV Z E Qy N W > Oc: O N O Z O3 Q z° J N O° Oz L = cn U- _Z) UE 5= o L C w Exaia[s a /2i /oa Acency /Constiuctablllty Set PROJECT 23025 DRAWN: RDW DATE 13FEBURA° 200 SHEET S8.3 0F: a a n I a 0 0 N N N V N O Sl E d r BEAM AT ROOF SLOPED WHERE OCCURS - SEE PLAN _ TYP. H5510x6x1/2 \\ H555x5x5 /Ib COLUMNS / BRACING TYP. TYP. U.N.O. - SEE PLAN BEAM AT 2ND L4x4xl /4 LEDGER FLOOR - SEE H555x5x5 /I6 BEAM AT 2ND PLAN AT LOW ROOF BEAM ROOF - FLOOR - SEE 2ND FLOOR ROOF - SEE PLAN PLAN 2ND FLOOR n P LEVEL LEVEL M se.s 51 SIM. se.s TYP. 1 _ H556xbx3 /8 se m(r BRACING TYP. H556x6x3 18 COLUMNS ,N TYP. U.N.O. 0 3 NOTES: LEVEL -SEE PLAN H5512xbx5/8 COLUMNS I5T FLOOR i AT FRAMES Ic 8 Id IST FLOOR C CI H558xbxl /2 GONTINUOU_ GOLUMN 2ND FLO TYP. se.s COLUMN BELOW - SEE PLAN — 54.4 TYP. BRACED FRAME TYPE I ELEVATION BEAM AT ROOF 3 - SEE PLAN es 5 TYP. 5.5 - H556xbx3 /8 COLUMNS TYP. H554x4xl /4 BRACING TYP. BRAGED FRAME TYPE 6 ELEVATION I/8 " =1' -0" H554x4xl /4 TYP, HI6H ROOF H554x4x1/4 LOW ROOF TRANSFER BEAMS AT 2N1) FLOOR - 5EE PLAN HI6H ROOF BM - SEE PLAN D SIM. NOTE: P05T5 LOCATED SLOW ROOF BM BELOW HIGH ROOF J015T - SEE PLAN BEARING SEAT LOCATIONS ELEVATION 2 I /8 7 CONTINUOUS COLUMN ABOVE WHERE OCCURS H555x5x5 /I6 BRACING TYP, NOTE: H558xbxl /2 COLUMNS AS FRAME 2c 52 TMP. BRACED FRAME TYPE 2 ELEVATION BEAM AT HIGH ROOF - SEE PLAN BEAM AT LOW ROOF - SEE PLAN H555x5x5 /I6 BRACING - TYP. BEAM AT 2N0 FLOOR - SEE PLAN H556xbx3 /8 BRAGING TYP. H5510xbxl /2 COLUMNS TYP. BRACED FRAME TYPE l ELEVATION 58.4 10" =1' -0" 58.4 TYP. � HECK TMP se.s BEAM AT ROOF ` \ SLOPED WHERE OCCURS -SEE PLAN H556xbx3/8 A H554x4xl /4 COLUMNS BRACING TYP. TYP.. NOTE: H555x5x5 /I6 BRACING AT IST FLOOR FRAME 3d LEVEL TYP. BRAGED FRAME TYPE 3 ELEVATION H5510xbxl /2 COLUMNS TYP.- TYP. BEAM AT MEGH. PLATFORM - SEE PLAN H555x5x5/Ib BRACING TYP. ;9 TYR BEAM AT 2ND FLOOR - SEE PLAN H556xbx3 /8 BRACING TYP. sa 4 TMP. BRACED FRAME TYPE 8 ELEVATION TYP. S8 ROOF TYP. � MEGH. PLATFORM LEVEL H558xbxl /2 COLUMNS T1'P. TMP. Q TYP H558xbxl /2 CONTINUOUc_ COLUMN BEAM AT ROOF SLOPED WHERE OCCURS - SEE PLAN H556xbx3 /8 TRANSFER BEAM AT 2ND FLOOR - 5EE PLAN BRACING TYP. 6 sa.4 NOTE: 15T FLOOR H558xbxl /2 COLUMNS LEVEL BOTH SIDES AT FRAMES 4d S 4e BRACED FRAME TYPE 4 ELEVATION 2 TYP. 58.5 TYP. 585 ROOF LEVEL H554x4: BRAGIN H556x6: BRAGIN TYR — IST FLO LEVEL BEAM AT HIGH ses ROOF - SEE PLAN sa.4 TMP. s4.a SIM. BRACED FRAME TYPE 5 ELEVATION BEAM AT LOW ROOF - SEE PLAN I 585 TYP. �H5512xbx1 /2 COLUMNS TYP. BEAM AT MEGH. z R R a PLATFORM - SEE PLAN v L4x4xl /4 LEDGER H555x5x5 /I6 BEAM AT HIGH AT LOW ROOF BEAM ROOF - BRAGING TYP. <1/4 ROOF - SEE PLAN I TYP - SEE PLAN M se.s 51 SIM. S I _ RppF / 5 5 ,N BEAM AT MEGH. 0 3 T P. LEVEL -SEE PLAN \ses i H556xbx3 /8 i 1 BRACING TYP. 8 OR OW ROOF �� H555x5x5 /Ib TYP ses sa.4 TMP. s4.a SIM. BRACED FRAME TYPE 5 ELEVATION BEAM AT LOW ROOF - SEE PLAN I 585 TYP. �H5512xbx1 /2 COLUMNS TYP. BEAM AT MEGH. z R R a PLATFORM - SEE PLAN v L4x4xl /4 LEDGER H555x5x5 /I6 BEAM AT HIGH AT LOW ROOF BEAM ROOF - BRAGING TYP. TTP I ROOF - SEE PLAN I TYP - SEE PLAN M se.s S I _ RppF a z ,N BEAM AT MEGH. 0 / LB�EL 8 LEVEL -SEE PLAN v TYP. 5&.5 H556xbx3 /8 BRACING TYP. 8 H555x5x5 /Ib OW ROOF �� H555x5x5 /Ib TYP ses B RAGING TYP. L 155 BRACING T(P. Q LE ses 2ND FLOOR — L4x4xl /4 LEDGER 2ND FLOOR LEVEL AT LOW ROOF LEVEL 7 HS510xbxl /2 BEAM 2ND FLOOR H5510xbxl /2 BEAM 2ND FLOOR ses TRANSFER BEAM COLUMNS LEVEL - SEE PLAN COLUMNS LEVEL - SEE PLAN AT 2ND FLOOR T p. T'P.- - SEE PLAN 2 TYP. T Typ 2 54.4 H556xbx3 /8 I5T FLOOR xbx3 /8 BRACING TYP. IST FLOOR BRACING TYP. LEVEL LEVEL 6 sa.a BRACED FRAME TYPE G ELEVATION I/8 " =1' -O" BRACED FRAME TYPE 10 ELEVATION _10 I/8 "= I' -O" 58.4 BRACED FRAME TYPE II ELEVATION II I/8 "= I' -0" 58.4 N Z O Q w J w W Q CY U- 0 w Q CD O � Q N_ Z � O w>- Q} O� O U N O Z OZ) Q CV Q Z J N O° O O L = cn U� N .� 'Z D V E = O �� Lu EXPIRES'. 4/21/44 Agency /Constructability Set PROJECT 23025 DRAWN: MCS DATE 13;EBURAY 2004 SHEET S8.4 oF: z R R a v v > 0 E M a z Q 0 v o m U t2 a � - 3 e _ o E a w Q N Z O Q w J w W Q CY U- 0 w Q CD O � Q N_ Z � O w>- Q} O� O U N O Z OZ) Q CV Q Z J N O° O O L = cn U� N .� 'Z D V E = O �� Lu EXPIRES'. 4/21/44 Agency /Constructability Set PROJECT 23025 DRAWN: MCS DATE 13;EBURAY 2004 SHEET S8.4 oF: NOTE: 4 TE_Ek7j�eV FOR ITEMS "t" 1111 "A" 4 "B" OMIT STIFFENER PLATE WHERE "d" LE55 THAN 4" 4 TERMINATE GUSSET PLATE ® "YIELD LINE" i BM OR GOL. INTER5EGTION KNIFE PL ® 1 BEAM SEE s NOTE: 1. GONF16UPATION OF GUSSET PLATE VARIES W' al DEPENDING ON SLOPE OF BRACE LAYOUT - GUSSET BASED ON THE FOLLOWING. 2. MAINTAIN ALL DIMENSIONS AND WELD LENGTHS SHOWN. 3. WHERE SHADED PORTION OF GUSSET INTERSECTS BEAM OR COLUMN DETERMINES GUSSET SIZE. 4. PROVIDE STIFFENER PLATE FROM COLUMN OR Lq BEAM TO YIELD LINE. AS NEEDED FOR ERECTION CLEARANCE I A512 6R 50 ff- 5 /16"x6" T GUSSET FT COLUMN v, 3 18 "xb" STIFFENER PLATE TYP. SLOT TUBE 1 /8" LARGER K YIELD LINE" THAN GUSSET PL TYP. II+ + 3/4" A301 BOLT ® END OF EA. BRACE TYP. IXTYP. -<TYP. r (� BEAM PROVIDE "t' + I/8" SLOT IN BRACE TYR cE BRACE WHERE t75T�"fExH55 WI0TH -IV2" OGCUR5- SEE CENTERED ELEVATION ON COL. q TYPICAL BRACE CONNEGTION SECTION HSS RADIUS =t u + 1 /I6" 2 112" MIN. MIN. SECTION BRACE FRAME BEAM-SEE ELEVATION 1/2" GAP fE H55 BRACE r� WIT COLLECTOR- SEE PLAN P. , C� BRACE WHERE OCCURS- SEE ELEVATION- - PROVIDE V+ 10" SLOT IN BRACE TYP. TYP. pll Qll "YIELD LINE" - Q B NOTE: 4 SEE 585 FOR ITEMS "t„ Itv4 "A" � Lw" TYp I, bi 1 1 . YIELD LINE" 4 BRACE WHERE_ OCCURS- SEE ELEVATION f� 318 "x611 TYP. BOTH SIDES "M" STIFFENER I'L TO MATCH ABOVE OR BELOW AS REQV <TYP. -4Y BEAM "B" B yN PL 3/811x6,1 TMp OA 1, Lwl, 30 TYP. BOTH SIDES "A" twll � PROVIDE 3/4" MIN. 3/4" A301 BOLTS /- RADIU5E0 CORNER ® END OF EACH +v? TYR BRACE, TYR 11 CL STIFFENER q, BRACE WHERE b ® "YIELD LINE" OCCURS- SEE Q, (P BRACE WHERE ELEVATION OGGUR5- SEE IF D15TANGE TNN FOR DETAILS $ ELEVATION � 15 LE55 THAN 4" FALLOUTS IN USE ONE STIFFENER COMMON SEE 58� SECTION MIDPOINT / /J //J 2 SLOT TUBE 118" LARGER THAN GUSSET PL ,TYP A -E' 1/4 V 3/4" A301 BOLT ® END OF EACH R4 H55 GOL. BRACE TYP. 30 \ 3/16 "A" Lw TYP. A Lw TYP. Bl. W2'„ V2„ `YIELD LINE" i ADD'L (2) 1 LT5 3/16 v Q BR6 R 1%" ASTM A -512 GRADE m 50- 112" MIN, WIDER THAN COL. OR - — BEAM WHIGHEVER 15 GREATER W/ WP /2" STIFFENER (4) 1/8"(P HI6H STRENGTH BOLTS EA. SIDE ON A5TM A- 325(X) AT STD BM GAGE H55 COL. STEEL. BM TYPICAL STEEL BEAM CONNECTION TO 13RACE FRAME ABO SECTION NOTCH WEB JOIST. -51M ® 1 ®II ED _ 11 ® 318" KNIFE f /2" GLR I PER 10 r se.s 461, MAX. H55 GOL.- 5TL J5T- SEE PLAN SEE PLAN U TYPICAL GOLLEGTOR CONNECTION AT BRACED FRAME SECTION I" =1' -o" a 0 0 N N N LL N O bl Y n N N M N O NO SCALE MIN. 3" ERG - T i l L4x4x3 /8 LEDGER FOR LOW ROOF MTL DECK DECK SUPPORT - SEE PLAN J I BRACED FRAME COL. OR BRACE- SEE ELEVATION SECTION (2) #5x6-0" COLLECTOR BARS WHERE NOTED ON PLAN - WU 5 /8 "x4 "x0' -1" fE — 4- # FULL HT CELL SECTION 3/4" U811 H556 3/411( TYP. 56HEOULE BEAM 5 SHEAR FF p WELD5 WALL @ SIM. CLOSEST TO END OF EM BM. PERP. BRACE - COLLECTOR REINFORCEMENT- SEE ADD'L BOND PER "t" PLAN - PLACE AT MID -DEPTH AND BEAM FULL 3' -O' MAX. "B" EXTEND BAR5 TO FAR END OF LENGTH OF < 35° 1" BRACED FRAME -USE WALL AT 3/4" GLR 35" -55° REINFORCING COUPLERS WI/ 2'-0" COLLECTOR P' TYP. STAGGER WHERE REOV BARS - i /4" 1/1611 350-55" ADD'L BOND H556xb BEAM FULL 5/16" 7/16" 355 55" LENGTH OF BEAM EA. 3116 -! 3/16 1/211 METAL DECK W/ WALL WHERE BRACED FRAME GONCRETE FILL, SEE GALLED OUT AS BEAM - SEE 5I SIMILAR FOR DECK DBL. GOLLECTOR ELEVATION SHOWN PERPENDICULAR EARS ON PLAN FULL HEIGHT REINF. AT END GELL SECTION 3/4" U811 H556 3/411( TYP. 56HEOULE S W SHEAR FF p WELD5 0 = E 4 COLUMN -WHERE BM. PERP. BRACE SLOPE PER "t" "Lw" STEEL BM AT "A" "B" H554x4 < 35° 1" 0" /4" /Ib" 35" -55° 3/4" H555x5 < 35" 1" I5" i /4" 1/1611 350-55" 3/4" H556xb 18" 5/16" 7/16" 355 55" 3/4" NOTE: 4 SEE se.s FOR ITEMS lIV, "Lwll "A" 8 ,1811 SECTION 5/8" RxH55 WIDTH -I %2" GENTERED ON GOL. 3/4" A301 BOLT 1 � 3/4" fL ' H55 COL. 0 END OF EACH 61, BRACE TYP. 3/16 1/4 N T�� SCHEDULE NO SCALE 58.5 U F J ADD'L (2) BOLTS 2" ® 3/16 I w SIM. I, BRG PL I" ASTM A -512 GRADE 50- 3/16 [q 1/2" MIN. WIDER THAN COL. O� WHIGHEVER 15 GREATER W/ (4) 1/8 "(p W.P. 3 15" STIFFENER H16H STRENGTH BOLTS ASTM EA. SIDE ON CL A- 325(X) AT 5TD BM GAGE H55 COL. STEEL BM. SECTION (11' �11 NO SCALE 58.5 1/2" SOLID GROUT AROUND BM MAX. WHERE LOCATED ABOVE OR ® RA D WALL �I /4 TYR 6 12 „II L2%hx2hx3 /Sxl' -O” EA. SIDE ® GOLLEGTOR wl 0 STEEL BM. E T - x_3/4" NO - SHRINK GROUT DRY PACK PRIOR TO BM INSTALLATION I/4 TYP. II 1/4 4 1/4 4 R 5 /a "xl� "xO' -1V2" WI/ (2) #5x2'-6" AT 4" O.G. (T 3/4 "x 1� "xi' -2" AT WI6 b LARGER) #5x2'-6" ® � OF WALL TYPICAL GOLLECTOR AT GMU WALL SECTION 14 NO 5GALE fY IL CL 0. it 1 J 00 �� S W SHEAR FF p 0 = E 4 COLUMN -WHERE BM. PERP. I \V IL I "X" =3 FOR H14 =4 FOR WI6 4 NO =5 FOR H21 SECTION r5 1® II I 'I 1® D 4 "x3/8" THICK /4 I FACE MOUNTED PLATE @ GOLLEGTOR EA. WAY TYPIG SECTION NO CONNECTION 10 NO SCALE 5 I _O" TYP. SHEAR R PER 58.1 BEAM Np 3/16 EACH SIDE % I/4 WT COLLECTOR SEE PLAN BR6 DEPTH 'ER K-1 59.1 r ' PROVIDE L3x3xl /4x0' -4" ERECTION EA. SIDE BOLT AS /2" G REOV EACH\3 /I6 3/8" STIFFENER R SIDE / s /I6 EA. SIDE, CENTERED UNDER COLLECTOR SECTION NO SCALE COLLEG NO SCALE WT COLLECTOR 5EE PLAN - GOPE AS REQ'L h x411 (GRADE 50 5TL)- T 1/2 "x8 "x0' -8" — NF BM- SEE PLAN Dam GLR L3x3xl /4x0' -3" EA. SIDE SPECIAL J5T BR6 DEPTH = 9" SECTION WF BM T.O.S. = B.O.D. SEE PLAN S �j STEEL BM SHEAR FF p 0 = E 4 COLUMN -WHERE BM. PERP. / SHOWN ON PLANS PER 0 STEEL BM AT U.N.O. se.1 ¢ COLUMN i 1/2" KNIFE If r� Lu 4 "x3 /8" THICK _ a EXTEND ® FAGE MOUNTED W/ BEAM ® PLACE EA. SIDE ® COLLECTOR WITHOUT ® EA. WAY BEAM EA. 3116 -! 3/16 1/211 H55 GOLU N SIDE SHOWN 3 SIDES O COLLEG NO SCALE WT COLLECTOR 5EE PLAN - GOPE AS REQ'L h x411 (GRADE 50 5TL)- T 1/2 "x8 "x0' -8" — NF BM- SEE PLAN Dam GLR L3x3xl /4x0' -3" EA. SIDE SPECIAL J5T BR6 DEPTH = 9" SECTION WF BM T.O.S. = B.O.D. SEE PLAN w LLJ J w m n O Q3 IV Z � N W r 0 O < O 06 U N O 7 CV ' Q Z J N O° O� = (4 U>, N V E = o C Lu N EXPIRES: a /2/Oa Acency /Consiructabllty Set PROJECT 23025 DRAWN: JMW DA -E 13FEBURAY2004 S-1EB S8.5 c 0 = E c o 0 i Lu _ a O Q o VQ E N _ i w LLJ J w m n O Q3 IV Z � N W r 0 O < O 06 U N O 7 CV ' Q Z J N O° O� = (4 U>, N V E = o C Lu N EXPIRES: a /2/Oa Acency /Consiructabllty Set PROJECT 23025 DRAWN: JMW DA -E 13FEBURAY2004 S-1EB S8.5 RI SEE ARCH. (3' -6" MAX.) C STEEL BM I/4 '2,,/AT I/4 2/z LH JOIST 1/2 "(P EFFECTIVE PUDDLE I18 21 " WELD AT 12" O.G. 3/Ib 2 "-6" /e, 2�" AT K JOIST L4x4xl /4 GONT.- FOR 3/160 2 " -b" SPLICE SEE II METAL DECK TYP. SEE 0 1/e, 59.2 59.2 2x4 AT Ib" O.G. 2x4 GONT. 2x4 GONT. (3) IOd TYP. GONT. BENT F 1/4 "x SPLICE AT J5T5 4" 3/16 3/16 BENT K'_ 3116' xJ , GONT. 3v,• 5 4" TOP CHORD EXTEN51ON BY JOIST MANUFACTURER - 5' BENT fI' 1 /4 "x 174 BTWN STEEL J5T5 J015T BRG DEPTH S YELDIN6 SGHEWLE J015T DEPTH VU TOP CHORD EXTENSION "5" "L" K 5" 5" Ile," 2h" LH 7V2" 72" 1/4" 4" OTHER J5T TYPES 5,� 5" SEE DETAILS 7V4" JOIST BR6 DEPTH AT ¢ BM STEEL BM -H55 BEAM ® SIM. STEEL JOIST TYP. EAGH I/8 END GEILIN6 L2x2x3 /Ib BM BRACE AT EA. JOIST - LOCATE ABOVE GEILIN6 SLIP GONN. SEE 10 sio.i METAL STUD WALL - INSTALL AFTER DEAD LOAD OF ROOF SECTION HA5 BEEN APPLIED I NO SCALE 59.1 I'_4' SLOPED 8 MAX / - SEE s9 2 f � ¢. GMU WALL NOTE: $ J015T BR GROUT POCKET FOR JOIST SOLID AFTER INSTALLATION WHERE EXPOS I? TO VIEW STEEL "K" K 5 /8 "x5V2 "xQ' -10" W (2) #5xl' -b" A706 DOWELS ® 8" O.G. TYPIGAL JOIST BEARING AT MASONRY WALL AT EAVE SECTION ib NO SCALE 59.1 THREADED STUD FOR EREGTION AS REOV BY J015T MFR -\,,, VERIFY NU MFR - 4" MIN. BEARING 5TL J5T t2 3/I 3 /e," STIFF o FL' EA. SIDE 0 N N a d I 0 m E T M O O N U' rr+ 7" 'I,'I I/1" tSKb r' rrj r ji,// + o r rr r ri 1/2" GLR AT ¢ BM MIN. VERIFY ST MFR JOIST BR6 DEPTH SEE 112" O I/2" 59.1 GLR. 3/16 STEEL BEAM SIM. ® WT RI / 1/2"(P PUDDLE WELD AT 12" O.G. SEE ARCH. UNLESS NOTED OTHERWISE 2' -6" MAX. L4x4xl /4 GHORD AT II SPLICE 5EE � 2x4 AT @ 24" O.G. (3) IOd TYP. 2x4 GONT.� 2x4 GONT. L4x4x1/4 GONT. ® RIDGE MITER BEND E WELD PROVIDE BENT f BETWEEN JOISTS PER (P 51M. - END WHERE GALLOUT ON PLAN SEE s9.i """ ` INSULATION METAL �A55EMBLY- DECK 5EE ARCH. - - - - --- -- - STEEL J015T 3/160 IVZ" 3/160 3v�. TYP. 2 L5x3xl /4x0' -5" BENT fL 5116N Ivy (LLV) GONT. 5!11 MIN. 3/4 "(P M.B. L5x4xl /4 BTWN H554x4 OUTRIGGER 3116 H55 OUTRIGGERS SEE PLAN �► L4x4xl /4 WITHIN 4' -0' OF 3116 COLS. d 8' -O" O.G. MAX. ID BTWN SLIP CONN. SEE s1o.i 3/160 METAL STUD WALL R 1/4 "x4"x4" W/ (I) 5/4"(P M.B. TYPICAL RAKE END CONNECTION AT METAL STUD WALL SECTION 2 3/4"=I'-O" NOTE: METAL DECK NOT SHOWN FOR CLARITY 7V4" JOIST BR6 DEPTH AT r4� BM 1/2" GLR STEEL BM STEEL JOIST SLIP CONN. SIM. AT RI GE SEE 10 s1o.1 METAL STUD WALL WHERE SHOWN ON PLAN NOTE: WHERE JOIST ARE STAGGERED EXTEND JOIST BR6 BEYOND CENTER OF BM AS REOV TO ACHIEVE MIN. BR6 TYPICAL STEEL JOIST TO BEAM SECTION NO SCALE 59.1 NORMAL GRO55 BRID61N6 BY 3716 JOIST MFR 3/160 NORMAL HORIZ CONT. BRIDGING / \ / PLATE -- - - - - - -- - ,// L2x2x3 /I6 ®EA. LINE OF GRO55 COPE BOT. r r BRIDGING (BY LEG � Z JOIST MFR) f GUT BRIDGING AS REQ'DJ ADD DIAGONAL BRIDGING EA. OPEN 1NE8 MEGH. DUGT OR UNIT 51DE OF INTERRUPTED J015T STEEL J5T5 NO GRO55 BRIDGING ® SPACE- BY J015T MFR END BAY TYPICAL BRIDGING AT STEEL JOISTS TYPICAL WHERE BRIDGING 15 INTERRUPTED BY DUCT OR UNIT DETAIL DETAIL NO SCALE 59.1 NO SCALE 59.1 EQ. EQ. A, PROVI E 3 /e," STIFFENERS 3/8" R g.Ob OI PE 0 FOR "A" < 600° �Q\� SEE 1 FOR J5T GAT UNDER J015T fL BR6 DEPTH AT JOIST END LINE N6LE _ "A" Tp5• 12 VARIES TRIMMED fj' 3/160 N PERMITTED AT / 4 JOIST BR6 31160 V J015T ONE SIDE / M SEE PFOR VARIES BEARING SEAT q0° TYP - _ S� BEA J015T BEARING - 3/4" 5R6 f'L DEPTH = DROP IN = DEPTH STEEL BEAM OR /4 B.O.D. TRU55 AS INDICATED 3/4" fE SLOPED NU ON PLAN TO PROVIDE TOP OF "GL 0 LEVEL BEARING STEEL BEAM TYP. - / SURFACE BRG SEAT DEPTH = ,B, r 31e," f'L FOR "B" > 118" / 2h' MIN. VERIFY DROP IN STEEL BEAM T.0.5. AS INDIGATED 5TL JOIST - WITH * ON ROOF PLAN 1 /4 +13" - VERIFY WIDTH WITH MFR 3/16 FOR "B" S 1lb" TYPIGAL J015T CONNECTION AT VALLEY OR HIP SECTION NO SCALE TYPICAL J015T CONNECTION AT SKEWED S SLOPED BEAM SECTION 1 "=r—O" RI CL STEEL BM METAL STUD WALL GONT . ELD PER 0 4" BENT EE 1/4" �L— BENT R. 1/4"x W TYR _ 8" s9.1 BETWEEN ` F — � TYP, STEEL J015T SEE 59.1 TV4" JOIST BR6 DEPTH AT (, BM TYP. EACH 1/8 END STEEL BM METAL DECK 33/1 SLIP CONN. BOND BEAM SEE s o I GMU WALL � 5 /8 "x5V2"xo' -10" NU FOR DETAILS d (2) #5x1' -6" @ 8" O.G. L2x2x3 /I(9 BOT. STEEL J5T CALLOUTS IN CHORD BRACE GOMMONSEE 591 AT EA. JOIST STEEI J015T TO BEAM AT RIDGE TYPICAL JOIST BEARING AT MASONRY WALL AT EAVE SECTION SECTION � 5/4--=I'-O" 59.1 5/4`=I'-O" 59.1 UPPER PANEL OPEN WEB POINT TYP. STEEL J5T V ��-LO PANEL O U 0 G) POINT INT TYP. I HANG WITHIN 3" OF ANY UPPER PANEL POINT FOR "K" SERIES JOIST, 6" FOR "LH" SERIES. 2 HANG WITHIN 3" OF ANY LOWER PANEL POINT FOR "K" SERIES JOIST, 6" FOR "LH" 5ERIE5. 3 TRAPEZE BETWEEN ANY PANEL POINTS. 4 ADD AN ANGLE TO STIFFEN THE TOP GHOR.D - CONTACT STRUCTURAL ENGINEER FOR ANGLE SIZE. 5 ADD AN ANGLE BETWEEN LOAD LOCATION AND LOWER CHORD PANEL POINT - CONTACT STRUCTURAL ENGINEER FOR ANGLE SIZE. NOTES: I. THE MAXIMUM ALLOWABLE SINGLE LOAD THAT MAY BE ADDED TO THE J015T AT ANY ONE POINT = 200# AT "K" JOISTS, 350# AT "LH" JOISTS. 2. THE MAXIMUM ALLOWABLE TOTAL LOAD THAT MAY BE ADDED TO ANY ONE JOIST = 300# AT "K" J0I5T5, 500# AT "LH" J015T5. 3. 51N6LE LOADS LE55 THAN 125# MAY BE ADDED ANYWHERE ALONG THE UPPER CHORD (NOT JUST AT PANEL POINTS) WITHOUT ADDING AN ANGLE TO STIFFEN THE JOIST. 4. DO NOT GUT OR DRILL THROUGH ANY JOIST MEMBER. 5. THIS DETAIL 15 APPLICABLE TO HANGING MECHANICAL EQUIPMENT, SPRINKLER PIPES, ETC. ALLOWABLE METHODS 4 LOCATIONS FOR HAN61N6 LOADS FROM OPEN WEB STEEL JOIST DETAIL (2) 3/4 "(P STUDS 4" O.G. - VERIFY W/ JOIST MFR -1- /1" GLR fj' 1/2 "xl /2" WIDER THAN H55 COL. (OR 9" MINA EA. DIREGTION (VERIFY 51ZE W/ J015T MFR) — H55 GOL. NO SCALE 4 STABILIZER TYPICAL JOIST TO STEEL COLUMN GON EGTION SECTION 12 NO SCALE 59.1 L5x3xl /4x O' -6" LLV zMb V 3/16V � /'v 3/16 __ Lu SEE 59.1 3.. Lu - - - FOR JOIST - - - - BR6 DEPTH 53/e VERIFY J T.D.S. = B.O.D. a SIM. 318 "xO' -4" BENT IFE Q 5TL -ST W/ I14" STIFFENER j TOP CHORD 0 r L3x3xl /4x0' -3" HSS JOIST WT COLLECTOR WF BEAM STEEL JOISTS Z SIM. SEE - SEE PLAN PLAN -SEE PLAN W2" GLR Q SECTION 13 SECTION 4 0 NO SCALE 59.1 NO SCALE 59.1 O W% Z O Q3 IV Z E D--1 N LLJ } 0 } 0< 1= O W N O Z OD - F- 0 cl Q Z J 0 O O -r- = cn U , N V E = o E Lu EXPIRES 4/-/ Agency /Constructooll'ity Set PROJECT 23025 DRAWN; rdw DATE 13 FEBURAY 2004 SHEET S9.1 OF: D o E s h m o n ° 0 E 1'4' SLOPED 6 MAX R -SEE s9 2 M BOND 13EAM FOR INSULATION 4 OVER- HANG FRAMING SEE GMU WALL GRID'1 1/8 2 /2" O 4 JOIST BR6. I/8 2/i NOTE: GROUT POCKET FOR JOIST SOLID AFTER INSTALLATION WHERE STEEL JOIST Y m EXPOSED TO VyEJ_ r o 74" BR6 DEPTH R o AT ¢ WALL (TYP.J 4 STEEL BM METAL DECK 33/1 SLIP CONN. BOND BEAM SEE s o I GMU WALL � 5 /8 "x5V2"xo' -10" NU FOR DETAILS d (2) #5x1' -6" @ 8" O.G. L2x2x3 /I(9 BOT. STEEL J5T CALLOUTS IN CHORD BRACE GOMMONSEE 591 AT EA. JOIST STEEI J015T TO BEAM AT RIDGE TYPICAL JOIST BEARING AT MASONRY WALL AT EAVE SECTION SECTION � 5/4--=I'-O" 59.1 5/4`=I'-O" 59.1 UPPER PANEL OPEN WEB POINT TYP. STEEL J5T V ��-LO PANEL O U 0 G) POINT INT TYP. I HANG WITHIN 3" OF ANY UPPER PANEL POINT FOR "K" SERIES JOIST, 6" FOR "LH" SERIES. 2 HANG WITHIN 3" OF ANY LOWER PANEL POINT FOR "K" SERIES JOIST, 6" FOR "LH" 5ERIE5. 3 TRAPEZE BETWEEN ANY PANEL POINTS. 4 ADD AN ANGLE TO STIFFEN THE TOP GHOR.D - CONTACT STRUCTURAL ENGINEER FOR ANGLE SIZE. 5 ADD AN ANGLE BETWEEN LOAD LOCATION AND LOWER CHORD PANEL POINT - CONTACT STRUCTURAL ENGINEER FOR ANGLE SIZE. NOTES: I. THE MAXIMUM ALLOWABLE SINGLE LOAD THAT MAY BE ADDED TO THE J015T AT ANY ONE POINT = 200# AT "K" JOISTS, 350# AT "LH" JOISTS. 2. THE MAXIMUM ALLOWABLE TOTAL LOAD THAT MAY BE ADDED TO ANY ONE JOIST = 300# AT "K" J0I5T5, 500# AT "LH" J015T5. 3. 51N6LE LOADS LE55 THAN 125# MAY BE ADDED ANYWHERE ALONG THE UPPER CHORD (NOT JUST AT PANEL POINTS) WITHOUT ADDING AN ANGLE TO STIFFEN THE JOIST. 4. DO NOT GUT OR DRILL THROUGH ANY JOIST MEMBER. 5. THIS DETAIL 15 APPLICABLE TO HANGING MECHANICAL EQUIPMENT, SPRINKLER PIPES, ETC. ALLOWABLE METHODS 4 LOCATIONS FOR HAN61N6 LOADS FROM OPEN WEB STEEL JOIST DETAIL (2) 3/4 "(P STUDS 4" O.G. - VERIFY W/ JOIST MFR -1- /1" GLR fj' 1/2 "xl /2" WIDER THAN H55 COL. (OR 9" MINA EA. DIREGTION (VERIFY 51ZE W/ J015T MFR) — H55 GOL. NO SCALE 4 STABILIZER TYPICAL JOIST TO STEEL COLUMN GON EGTION SECTION 12 NO SCALE 59.1 L5x3xl /4x O' -6" LLV zMb V 3/16V � /'v 3/16 __ Lu SEE 59.1 3.. Lu - - - FOR JOIST - - - - BR6 DEPTH 53/e VERIFY J T.D.S. = B.O.D. a SIM. 318 "xO' -4" BENT IFE Q 5TL -ST W/ I14" STIFFENER j TOP CHORD 0 r L3x3xl /4x0' -3" HSS JOIST WT COLLECTOR WF BEAM STEEL JOISTS Z SIM. SEE - SEE PLAN PLAN -SEE PLAN W2" GLR Q SECTION 13 SECTION 4 0 NO SCALE 59.1 NO SCALE 59.1 O W% Z O Q3 IV Z E D--1 N LLJ } 0 } 0< 1= O W N O Z OD - F- 0 cl Q Z J 0 O O -r- = cn U , N V E = o E Lu EXPIRES 4/-/ Agency /Constructooll'ity Set PROJECT 23025 DRAWN; rdw DATE 13 FEBURAY 2004 SHEET S9.1 OF: BUTTON PUNCH (5) 1 /2 "m EFFECTIVE AT 24" O.G. 6., P PUDDLE WELDS AT MIN. ( EA. SUPPORT MIN. TYRE "B" MIN. DEGK PROPERTIES GAUGE I = (in4/fU +S/ -5 = 001`0 22 .115 .1811.198 20 .216 .2354248 18 .302 .322/335 16 311 .411/.411 TYPE "BR5 -36" MIN. DEGK PROPERTIES GAUGE S 231 .266 NOTES: 1. (2) SPAN MIN., (3) SPAN PREFERRED. 2. AT SUPPORTS PARALLEL TO CORRUGATIONS, PROVIDE PUDDLE WELD5 ® 24" O.G. MAX. 3. MIN. DECK PROPERTIES 8 WELD PATTERN SHOWN. PROVIDE HEAVIER 6A AND /OR WELD PATTERN AS REO'D TO DEVELOP DIAPHRAGM 5HEAR5. 4. FOR ROOF DIAPHRA6M SHEARS - SEE 1 /50.X TYPIGAL ROOF METAL DEGK DETAIL / NO SCALE 1/2"(P PUDDLE WELD ® 12" O.G. MAX. METAL DECK b 12 6A. 2BYMTL DECK MFR '8 1 -12" BTWN JOISTS - ONLY WHERE 8 1 -12" GALLED OUT ON ROOF PLAN J015T 61RDER METAL DECK TO J015T GIRDER (COLLECTOR) SECTION b NO SCALE 59.2 NOTE: SPLICE ALL AN6LE5 S BENT fE'5 GALLED GONT" IN DTL OR ON PLAN SPLICE IS" EACH AN6LE 1" MAX TYPICAL CHORD SPLICE DETAIL NO SCALE a I S N d LL V N O �l r n N N M M O 112"0 PUDDLE WELD ® 12" O.G. MAX. — METAL DECK GONT. bx6xl2 6A. BENT fE BY METAL DECK MFR J5T TOP CHORD PANEL PT5 2" MAX. TYPIGAL METAL DECK AT RID6E SECTION 2 NO SCALE 59.2 L3x2x3 /I(o L3x3 TYP )TE5: OPENINGS LE-55 THAN b "xb" REQUIRE NO FRAMING FOR OPENINGS 6REATER THAN 16" OR 15# LOAD SEE 59.2 OPENIN65 SHALL HAVE 18" MIN. CLEAR BTWN THEM r-1-3x3x3 /Ib x WIDTH OF OPFNINC, + 3' —n" l'P. T WELD FLUTE BY MTL DECK MFR TYPICAL AT 150LATED OPENINGS IN NON- GOMP051TE METAL DECK LE55 THAN 16" SQUARE DETAIL - PANEL ivy POINTS T—j5T TOP L3x2%2xl/4 CHORD ------ - - - - -- NOTE: L3x2hx1 /4 FOR HOLES I6 "Ab" OR SMALLER SEE 3 BEAR ON MASONRY HOLES SMALLER LEDGER ANGLE L3x3xl /4 Z'L THAN b "x6" REQUIRE FOR SUPPORT J5T f NO FRAMING t m TYPICAL FRAMING AT OPENING5 IN METAL ROOF DEGK (MAX. LOAD = 600 #) DETAIL " BENT fE 3" 3" 1/4" BENT fL' 5" 5" NO SCALE METAL DECK SEE s9.2 MIN. BR6 - T - - - - L4X4XI /4 EDGE OF SLAB WHERE OCCURS WF BEAM - SEE PLAN SECTION 2 NO SCALE FOR METAL DECK WELDING AT SUPPORT 5EE�j TYP. —� 59.2 ARC METAL DECK TYP CONT. 126A. BENT PLATE BY METAL DECK MFR (BUTT WELD TOGETHER AT 5PLIGE5) VARIES -SEE ARCH. I SEE 591 fE 3/16 "x5" @ 4 " -0" O.G. MAX. BETWEEN JOIST BR6. STEEL BEAM TYPICAL CONNECTION OF METAL DECK AT VALLEY SECTION r4 NO SCALE 59.2 FOR WELDING METAL SEE DECK s9.2 3/4 "(P A.B.'s � 4' -0" O.G. (Tf EMBED 5" MI It 1/4 "x5" CONT. BTWN 8 HOOK MA ONRY J015T NV/ 5/8"(P x 5i2" AROUND REI WALL 5TUD5 6" MAX. FROM I" MIN., END OF If 8 ® 4' -0" O.G. IV2" MAX BOND BEAM METAL GONT. FOR WELDING DEG BOND BM. SEE �BREAKOUT �•2 GMU Ih" FE 1 /4 "x 5" GONT. BTWN. AROUND A.B. JOIST W/ 5 /8 "m x 5 TYP. VERT. O BOND BM 5TUD5 6" MAX. FROM #5x6' -O" @ E END OF PL 4 ® 4' -0" O.G. A.B. LOCATIO MASONRY (INSTALL STUD PLUMB GMU WALL WALL WITH WALL) TYPICAL CONNECTION OF METAL DECK TO TOP OF MA50NRY WALL SECTION NO SCALE 59.2 " _ m r E METAL DECK PERPENDIGULAR TO WALL SHOWN - PARALLEL . ° SIM. - FOR WELDING 5EEej r - ------- -_ - - -- -59.2 GONT. L3x3xl /4 OR 3x3x1/4 BENT PLATE TYPICAL METAL DECK TO LEDGER ANGLE CONNECTION AT GMU WALL SECTION NO SCALE FOR METAL DECK WELDIN6 AT SUPPORT 5EE�j TYP. —� 592 METAL VAS 5 DECK CONT. 126A. BENT PLATE BY METAL DECK MFR (BUTT WELD TOGETHER AT 5PLIGE5) VARIES- SEE ARCH "c5EE s9.1 f}' 3/16 "x5" @ 4' -0" O.G. MAX. BETWEEN J015T BR6. RID6E STEEL BEAM TYPICAL CONNECTION OF METAL DECK AT RIDGE SECTION NO 5GALE T.O.S.= B.O.D. GONT. BENT SEE LIIE 4„ fE 3/16 "x3" 4' -O" O.G. 8 6" FROM�ENDSS 3/16 V \B'0.5. STEEL BM =CTION 10 NO 5GALE k 5q.2 �/ZI tae J w w L- N J Q W C) O Z Q w w O O Z 0 1— Q N3 Z E alf N LLJ } 0 <0 � L O C co) O Z` 0:5 0 CV Q Z J N 0° 0 O L = cu U 'n 'c _Z) C� E = o w� E %PIKES: 4/2�/OC Agency /Constructabliity Set PROJECT 23025 DRAWN: JMW DA -E 13PEBURAY2004 SHEET MOW OF: _ m r E — p `o ° O z �a E f 3 a J w w L- N J Q W C) O Z Q w w O O Z 0 1— Q N3 Z E alf N LLJ } 0 <0 � L O C co) O Z` 0:5 0 CV Q Z J N 0° 0 O L = cu U 'n 'c _Z) C� E = o w� E %PIKES: 4/2�/OC Agency /Constructabliity Set PROJECT 23025 DRAWN: JMW DA -E 13PEBURAY2004 SHEET MOW OF: 1 /2 "x0' -6" SHEAR fE a USE (4) 1/8"(P A325 X11. .=A A EACH SIDE / V 3/16 L3x3xl /4xO' -4" EA. 51DE H55 J015T - SEE PLAN 1/2" GLR NF BEAM - SEE PLAN SECTION BEAM SEE PLAN 3/16 � I 5EE FOR JOIST BR6 DEPTH SECTION i� 1 " =1' -O" 59.3 0 a 0 0 m v m 0 si E m r� BEAM J015T d H55 INSULATION x I �— r � 1' I I R I/2 "x4 "x0' -4" 14 t5 �H553x3xl /4 P05T TYP — 4005162 -43 ® 16" RID6E (SHOWN DASHED) W/ EA. LE 16 6A. TOP TRAGK TYP SECTION MTL J015T - SEE PLAN EXTEND HORIZONTAL BRIDGING BELOW SKYLIGHT WHERE OGGUR5 L4x4xl /4 3116 GONT. GRID 1/2 "(P EFFEGTIVE METAL i PUDDLE WELD DECK —� AT 12" O.G. — L4x4 - L4x4 CONT. TYP. ® END STEEL BEAM L3x3xl /4 RIDGE $ 4' -0" O.G. EA. 51DE WHERE REOV FOR DECK it - -� I I -- METAL STUD FRAME WHERE SHOWN ON PLAN SECTION L3x3x ® tD6t OF OVERBUILD GOPE AT JOI GNU WALL - SEE PLAN- FILL TYP. I" RETURN INSIDE T.S. - TYP. _ G9 GHANNEL- SEE PLAN H558xbxl /4 OUTRIC76ER BM- SEE PLAN H558xbxl /4 BRACE GONT. TUBE AT RAKE El NOTE: GONIRAGTOR TO PROVIDE EREGTION AIDS AS REOV 0 SECTION E3/8"=I'-O` 1/2" 6AP (2) 3/4"(P M.B.'S IN j LONG SLOTTED HOLES - _ — — — — - REMOVE 3 REPAIR AFTER GOMPLETION OF SPLICE h'-3 /8 "x8h" ----------- EA. PAGE REPAIR -T. ALL AROUND TO SMOOTH FINISH PRIOR TO PAINTIN6 - TYP. TUBE 5PLIGE DETAIL SECTION r WORK POINT AT FACE OF ft' i 2" NP. R I/2 "xl4 "xl' -8" W/ (6) 3/4"(P A.B. MIN. SECTION 1 " =1' -O" 59.3 raj G� ^ E -E (3) SIDES TYP. lug ROOFING SECTION EA Lu 1/4 3 /8 "x5 "xl' -4" SEE ARCH. BEAM SIDE 3/16 EA. a a � o 3 MUV. 3116 SIDE M 5E FOR a �. H554x4 - z - - - - - j TYPICAL JOIST 0 / SEE PLAN + ' BEARING DEPTH _ LL GUT AS REQ'D T.S.4x4 � 4"x4" GONT METAL DECK d 8v a e OUTR166ER o H 3 c _ E + . BENT F<' EA. - SEE PLAN _ _ — —' — _ — I/4 I I + SIDE — � FL' 3 /8 "xb "xl' -b" — _ — — PLUMB GUT WHERE 1/4 I I + EA. END AT R�D6 6UR5 DOES NOT CONTINUE FOR DETAILS 6 NOTE: 5 y,1HERE GALLOUT5 IN 9 ROOF BEAM WHERE R GONNEGTION SHOWN 1/4 12 5q2 L4x4xl /4x0' -4" GOMMON SEE 581 OGURS -SEE PLAN AT VALLEY SIM. 1/4 12 EA. SIDE AT HIP NF BEAM UMN - SEE PLAN EE PLAN SE CT ION 2 SECTION SECTION I "= I' -0, 59.3 @ 1 "= I' -O" 59.3 1 "= I' -O" 59.3 J015T d H55 INSULATION x I �— r � 1' I I R I/2 "x4 "x0' -4" 14 t5 �H553x3xl /4 P05T TYP — 4005162 -43 ® 16" RID6E (SHOWN DASHED) W/ EA. LE 16 6A. TOP TRAGK TYP SECTION MTL J015T - SEE PLAN EXTEND HORIZONTAL BRIDGING BELOW SKYLIGHT WHERE OGGUR5 L4x4xl /4 3116 GONT. GRID 1/2 "(P EFFEGTIVE METAL i PUDDLE WELD DECK —� AT 12" O.G. — L4x4 - L4x4 CONT. TYP. ® END STEEL BEAM L3x3xl /4 RIDGE $ 4' -0" O.G. EA. 51DE WHERE REOV FOR DECK it - -� I I -- METAL STUD FRAME WHERE SHOWN ON PLAN SECTION L3x3x ® tD6t OF OVERBUILD GOPE AT JOI GNU WALL - SEE PLAN- FILL TYP. I" RETURN INSIDE T.S. - TYP. _ G9 GHANNEL- SEE PLAN H558xbxl /4 OUTRIC76ER BM- SEE PLAN H558xbxl /4 BRACE GONT. TUBE AT RAKE El NOTE: GONIRAGTOR TO PROVIDE EREGTION AIDS AS REOV 0 SECTION E3/8"=I'-O` 1/2" 6AP (2) 3/4"(P M.B.'S IN j LONG SLOTTED HOLES - _ — — — — - REMOVE 3 REPAIR AFTER GOMPLETION OF SPLICE h'-3 /8 "x8h" ----------- EA. PAGE REPAIR -T. ALL AROUND TO SMOOTH FINISH PRIOR TO PAINTIN6 - TYP. TUBE 5PLIGE DETAIL SECTION r WORK POINT AT FACE OF ft' i 2" NP. R I/2 "xl4 "xl' -8" W/ (6) 3/4"(P A.B. MIN. SECTION 1 " =1' -O" 59.3 5> J W W F— J Q W rak z LLQ LL LL O O O � Q Q IV Z� fY N LLJ >- O� O U N O Z 0 Z) 1= � p c�i Q z J N O° O= 2 cu U� C� E = o w� EXPIRES -. 4/21/04 Agency /Constructabillty Set PROJECT 23025 DRAWN: JMW DATE 13 FEBURAY 2004 SHEET S9.3 OF: raj G� ^ E -E lug E � Lu N ap a f Y a a � o 0 M a z Q 0 U � d 8v a e o H 3 c _ E lu•L 2 = o R ulj L 5> J W W F— J Q W rak z LLQ LL LL O O O � Q Q IV Z� fY N LLJ >- O� O U N O Z 0 Z) 1= � p c�i Q z J N O° O= 2 cu U� C� E = o w� EXPIRES -. 4/21/04 Agency /Constructabillty Set PROJECT 23025 DRAWN: JMW DATE 13 FEBURAY 2004 SHEET S9.3 OF: E 0 M v m 0 s� L P E i T.5.2x2xl /4 - SEE PLAN FOR LOCATION CONNECTION FOR z GUARD RAIL if 43 v IL MISG. EQUIP.- 314" FIRE TREATED p SEE ARCH. FOR PLYWOOD - ATTACH C'S m LOCATION 4 W/ #10 SELF TAPPING i2 N ATTAGHMENT I SELF DRILLIN6 5GREW5 N p STIFFENER R 1/4" AT H55 SUPPORTS GS H55 HAN SEE PLA KERF E H553x3x3/I6 AT 2' -0" O.G. TYP. U.N.O. - SEE PLAN TYPICAL GATWALK FRAMING SECTION "= I' -0" SECTION IZ. STRUT AN T 1/4 "x2" ® MIDSPAN ® DOUBLE ANGLE R, 3/8 "x5 "x0'-5 " -� L4x4xl /4 COL. BRACE TYP. U.N.O. - SEE PLAN -� L5x3xl /4 LL 7EREGTION AID IROOF J5T - E 2 MIN. 5EE PLAN EREGTION AID AS REQ'D T/116 TYP. 3 /I�-/16 3/16 v TYP. CTI I" =I'_O" PL 1/4 "x4" EA. SIDE OF STIFFENER R 318x8 "x0' -8" W (4) 5/5"(P MB'5 AT 5" O.G. WIOx 5T'L T1 EACH HAY BEAM 1/4" STIFFENER ft? 1WI21x 5T'L BM W21x 5T'L BM BOTTOM OF BEAMS TO BE LEVEL 4 PARALLEL o 44'-0" - VERIFY W/ ARCH— TYPICAL HEAD BLOCK BEAM BRACING SECTION 16 NO SCALE 59.4 H55 HORIZ. STRUT AT LIGHTING PLAFORM �SEE� 59.4 PIPE GUARD RAIL - SEE ARCH h' 318" WU( 3/4 "cP M.B. G8 5PLIGE CONN. TYPICAL H55 HORIZ. STRUT - SEE 59,4 H55 HANGER SEE PLAN — L4x4xl /4x0' -3" EA. SIDE —� 3/4" FIRE TREATED PLYWOOD TYP 1/2" GLR H55 COL. - SEE PLAN rte" PL 3 /8 "x8 "x O'-b" W/ (4) 5/8 "� M.B. ® 5" O.G. V421 JQ L3x3x3 /8X0' -8" W/ (2) _ + N 3/4" cP EXP. ANCHORS - EMBED 5" MIN.— ro (2)3/4 "0 MB. GONNECTION AT WA L SECTION 1 " =1' -O" 59.4 3/4" FIRE TREATED PLYWOOD - ATTACH PIPE 6AURDRAIL - W #10 SELF TAPPING SEE ARCH. `IM @ CONN. 6" DRILLIN6 SCREWS @ TO PLATFORM ®b' O.G. NOTCH CHANNEL T BELOW GRATING AT .S. HORIZ. STRUT - SEE PLAN WALKWAY FROM 2" 112„ TYPE / BEYOND SHEAR f I" GLR SECTION fE 1/4 "x2" ® MIDSPAN ® DOUBLE ANGLE L 2 MIN. AN6LE BRACE WHERE NOTED ON PLAN - FIELD WELD TO TOP CHORD OF J015T NOTE: I. PROVIDE THI5 HANGER ASSEMBLY AT 4' -0" O.G. MAX. EXCEPT AT STACK AREAS 12" O.G. MAX. - VERIFY WITH WALL MFR 12 2. 5EE 4 FOR GONNEGTION TO J015T ® OPPOSITE ENDS L2x2xl /4 AT STRUT - SHIP L005E :• Ewa WIO STRUT- SEE PLAN FOR LOG. TYPICAL BLOCK BEAM SECTION 951q4 NO SCALE FOR GALLOUTS IN COMMON SEE3 — 5'1.3 3/4" MIN. FOR LARGER HAN6ER ROD 5PAGIN5 PROVIDE ANGLE — TYPICAL FOLDING WALL SUPPORT AT STEEL BE SECTION STEEL CHANNEL PER PLAN 1 2 2 STEEL GHANNEL PER PLAN J ` 1/4" SHEAR f Vy/ �1/2" TYP. (2) 5/8" m A325 -X M.B.'s TYPICAL BM/BM CONN. ® GATWALKS SECTION I" =1' -0" 59.4 R 1/4 "x5x0' -5" h! 1/4" 112 GIOA5.3 TYR TYP. CTION 1 -3/4" L3x4xl /4x0' -b" (2) 5 /8 "m M.B. ® 3" O.G. TYPICAL ® GORNER SECTION i I " =1' -0" 59.4 GP Cds.' 3/4"(P A.B.5 2' -0" O.G. (TYP) EMBED 5" MIN. (2) #4 GONT. EXTEND I' -b" BEYOND LEDGER EA. WAY - GMU WALL SEE PLAN -- NOTE: FOR GUARD RAIL HORIZ. MEMBERS 4 ADDITIONAL INFORMATION AT LOADING FLOOR, SEE ARCH. %a "P X -STR PIPE GUARD RAIL W/ VERT5. @ 6-0" O.G. R 1 /4 "xl' -O" GONT. FACE OF fj' 114 "x8" GONT. STUD WALL r�' TYR 3116 TYP. 3/16 5TL. R FLOOR 1/4" STIFFENER 5EE 115 1/4" STIFFENER STIFFENER ANGLE h AT GUARD fL AT GUARD 59.4 RAIL VERT5 11 RAIL VERTS _ - 17� o `0 25' -2" A.F.F. (3) I SIDES 3/116 - - TAB IT 1/4 "x3 E x0' -3" TYP. NP' 3/16 STL BM BRACING 5' -O 3 1116 2" TYP. \\'�L2x20/116 GRO55- BRAGIN6 AT AT 6' -0" O.G. AT GUARD RAIL VERT5.- NOTGH FLANGE TO SUIT T LOADING FLOOR SECTION r14 NO SCALE N., 59.4 LPOINT H5S SPANNIN6 BTWN BOT. CHORD L J BOT. CHORD OF TPU55 JOISTS PEP PLAN 3/16 vd) 3116 v ft? 318" H552x2xl/4 U.N.O. W/ (2) 3/4"(P M.B. - KERF TO AG( EPT fE 2V2" PIPE ®BIM. ry TYPICAL SUPPORT BETWEEN STEEL JOISTS SECTION NO SCALE 59.4 H55 GATWALK FRAMIN6 - SEE PLAN CONT. L5x5xl /4 LE06ER BREAK OUT GMU I!/2" AROUND A.B. SECTION 11"=1' -O" STEEL BEAM FIELD WELD ON OPP. BM 3116 BR6 AN6LE x0'-3" - STIFFENER ANGLE AT 2' -0' O.G.- SEE SCHEDULE — L2x2xl /4 "xl' -4" W/(2) 3/4 "(P M.B. H552x2xl/4 CL H552x2 4 BOT. GHORD PANEL POINT BOT. CHORD J015T tE 3/8 "x5 "x0' -5" TYPICAL SUPPORT AT STEEL J015T OR BEAM SECTION NO SCALE 59.4 GMU WALL T.5. HORIZ. STRUT TYP �- 5 E PLAN `-R 3 /5 "x1O "xO' -IO" EPDXY ANCHOR NOTE: T" MIN. EMBEDMENT INSTALL EPDXY ANCHORS AFTER GMU GROUTING SECTION II I " =1' -0" 9.4 LOCATION OF JOINT COPE END OF 5TIFFENER f IN STEEL PL AS REO'D AN6LE5 TO SUIT BM I FLAN6E - TYP. GRIND HE OF STIFFENER AN6LE TO SUIT STEEL (C RAISED R 3116 2" LOCATION STIFFENER ANGLE BEARIN6 AN6LE LOADING FLOOR L5x5x3 /8 L4x4x3 /8 TYPICAL FRAMING FOR STEEL T AT LOADING FLOOR FIELD WELD ONE SIDE AT JOINTS zi�ao U J w w H— N J Q w Z Q w w O O Z OQ Q IV Z E W >- C O 06 U N O Z O5 H � Q C'l Q z J N O° O� L _ V) UT 2 Z) �E 2 O LL Q) EXPIRES: 6/21/06 Agency /Constnictab lity Set PROJECT 23025 DRAWN: JMW DAE 13 FEBURAY 2004 SHEET S9.4 OF: n u � o o `0 � O E U T Q 0 v E o 3 u _ =E �= o a Q J w w H— N J Q w Z Q w w O O Z OQ Q IV Z E W >- C O 06 U N O Z O5 H � Q C'l Q z J N O° O� L _ V) UT 2 Z) �E 2 O LL Q) EXPIRES: 6/21/06 Agency /Constnictab lity Set PROJECT 23025 DRAWN: JMW DAE 13 FEBURAY 2004 SHEET S9.4 OF: 2 rn a 0 M d N LL V N O Sl E m r N M N a 0 J H5512xbx5/8 5 4 T 12 ",, m •z O H558xbx3 /8 a II i / Se5 OPP. 3 6 DBL L4x4x1 /4 HAND Sys TO MATGH BAR sys JO15T PROFILE TRUSS ELEVATION_ • GONN, PERg58.1 H55 COL PER PLAN PLAN DETAIL ; �"44 I/t T 1/2" BM PER PLAN _LH55 GOL. BELOW � 5/8"(P EREGTION STUD TYP. —� TYP. , TRU55 BR6 ECTION NO SGALE NON STRUGTURAL H55 TRU55 PEP sy.s 2" R 1/4" 2 59.5 H55 TRU55 BTM GHORD - 5TL BM AT 51M. GOVT. 5/4" NOM. 0 5TD PIPE L4x4xl /4 PROFILE TO MATGH BAR JO15T BM GHORD SECTION I" =1' -O" 59.5 WEB 5TIFFENER5 U /4" GONN. PER H55 GOL. TRU55 GONNEGTION SECTION NO SCALE BTM OF BM AT GOL (� DETAIL 5TL BM PER PLAN BEND 3/8" PL BR& x BM WIDTH 5TL BM PER PLAN TRU55 GONNEGTION SECTION NO SGALE 59.5 m WEB STIFFENERS BENT T DETAIL I" =1' -O" 59.5 zc J W W E- N J Q W V Z Q LL LL Z O �-- Q N3 zE af a) wr o>� O� o °,5 c N o Z O5 pC QZ° J N O° O� L = to U� c V C <= OC L E Lu EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: dm DATE 13FESURA`!2004 SHEET S9.5 OF: Z QQ � NAIL- v o - O o o z Q J m o U `a o 3 a m ➢ o � n n n u ¢ zc J W W E- N J Q W V Z Q LL LL Z O �-- Q N3 zE af a) wr o>� O� o °,5 c N o Z O5 pC QZ° J N O° O� L = to U� c V C <= OC L E Lu EXPIRES: 4/21/04 Agency /Constructability Set PROJECT 23025 DRAWN: dm DATE 13FESURA`!2004 SHEET S9.5 OF: 0 °o `v m 0 0 E m r HORIZ. Bf 5EE NO d es1o.1 TYP. DBL. STUD 5TEPM WALL� 51LL TRACK AT FDN 50.1 50.1 METAL STUD WALL FRAMING NOTES: I. ALL EXTERIOR NON - BEARING METAL STUD WALL5 SHALL BE 8005162 -43 AT lb" O.G. MINIMUM UNLESS NOTED OTHERWISE ON PLAN. 2. PROVIDE HORIZONTAL BRIDGING /5TRAPPIN6 AT ALL NON -LOAD BEARING WAL.L5 WITHOUT 616113 OR 6YP5HEATHIN6 ON EACH FLANGE A5 5HOWN ON 10.1. 3. FOR LIGHT GAUGE METAL 5TUD WALL 5GHEDULE FOR VARIOU5 WALL HEI6HT5 5EE 6/5102 4. FOR NON - BEARING WALL5 EXTENDING TO 5TRUGTURE REQUIRING DEFLECTION ALLOWANGE 5EE 1 d 7/5102. 5. FOR NON - BEARING WALL5 BRACED TO ADJACENT WALL5 OR TO ROOF/FLOOR 5TRUGTURE ABOVE 5EE 2/510.2. b. FOR TYPICAL CEILING FRAMING 5GHEDULE AND DETAIL5 5EE 5/510.2. 8. ALL WELD5 SHALL BE IAY FILLET MAXIMUM. FOR MATERIAL5 THINNER THAN 0.15 ", EFFECTIVE THROAT SHALL NOT BE LE55 THAN THINNEST MATERIAL. I" L3 "x3 "x54 MIL I" I" LE55 THAN STUD WIDTH. ATTACH TO JAMB 5TUD5 W/ 1" (4) #8 5GREW5. I" TYP. ATTACH TO SLAB I TYP. I"V (2) 0.1454) PAF'5 - EMBED I" MIN. TYP. ATTACH TO TOP TRACK W/ (4) #8 5GREW5 43 MIL. MIN. TRAGK, OR MATCH 5TUD THIGKNE55, WHIGHEVER 15 GREATER - MIN. FLANGE WIDTH = Ir LOAD BEARING 5TUD EN05 MU5T BEAR ON TRACK WEB (1 /16" GAP MAX) (1) #8 5GREW AT EA. 5TUD FLG - ° TYPICAL METAL STUD WALL FRAMING ELEVATION NO 5GALE IV2" + 1/2" m EXP EQ ANGHOR - EMBED ALT. JAMB ATTACHMENT 4 #8 5GREW5 ® b" O.G. 5TA66E V 43 MIL. MIN. TRACK (FULL HT OF JAMB STUD) OR MATCH 5TUD THICKNESS, WHIGHEVER 15 GREATER - MIN. FLANGE WIDTH = 0/4" NOTES: I. PROVIDE 1_3 "0" EA. SIDE 2012 OF JAMB 5TUD5 WHERE NOTED IN 5GHEDULE. / BACK -TO -BACK JAMB 5TUD5 PER SCHEDULE #8 5GREW EA. FLO AT EA. 5TUD TYP. TYPICAL JAMB 5TUD ATTACHMENT TO FOUNDATION DETAIL 1 " -I' -O" d 2. ALTERNATE JAMB ATTACHMENT PERMITTED AT ANGLE EA. 51DE OF JAMB 5TUD5 ONLY d REQV WHERE NOTED IN SCHEDULE. 3. PROVIDE (2) JAMB 5TUD5 MIN. FOR ADO'L JAMB STUD REQUIREMENTS 5EE 5GHEDULE 4. CONNECTION OF BOTTOM TRACK SHOWN. CONNECTION TO TOP TRACK SAME. NOTE: CONNECTION OF STUD + TO BOTTOM TRACK SHOWN. CONNECTION TO TOP TRACK SAME /,}-- ATTACH TRACK W/ 0.145E P.A.F. O.G. MAX. STAGGERED -EMBED I" MIN. . OR OR W 5/8 "0 EXP. ANCHOR ® 32" O.G. MAX. EMBED 5" MIN. U.N.O. ON FDN PLAN5 2" MIN. - P.A.F. FROM EDGE OF SLAB TYP. 3" MIN. FROM EDGE OF SLAB AT EXP. ANCHOR TYPICAL METAL 5TUD TO TRACK ATTACHMENT DETAIL TYP. WALL STUD #8 5GREW 6" MIN.-) 2 ®12 EA. 51DE AT EA. 5TUD I" MIN. (4) #8 5GREW5 NE5TED 5TUD GLIP FLANGE HEADER PER / $ BEND TRACK 5GHEDULE JAMB 5TUD5 / PER SCHEDULE j - FOR ATTAGHMENT #8 SCREW THROUGH TO FDN SEE e TRACK d NESTED s1o.1 5TUD 0 b" O.G. L2 "x2 "x0' -7V2"x54 MIL EA. SIDE W/ (3) #8 5GREW5 EA. HEADER TRACK LEG INTO STUD b PER 56HEDULE TRACK WEB TYPICAL SINGLE TRACK/NE5TED 5TUD HEADER NOTE: :ID61NG #2 BOXED JAMB 5TUD5 5HOWN. GLIP FLANGE BACK -TO -BACK JAMB 5TU05 // PERMITTED AT GONTR. OPTION Np ylpLL STUD #8 5GREW (b) HEADER TRAGK5 EA. 51DE AT (b) #8 5GREW5 EA. STUD TYR #8 5GREW5 / / ® b" O.G. 2 ®12 HEADER TYP. HDR/JAMB5 2 EA. SIDE 8005200 -54 PEf WALL / 12' -0" 510.1 - FOR ATTACHMENT (2) 8005137 -43 8005200 -54 8007300 -54 TYP. HPW-AME35 TO FDN 5EE #8 SCREWS 800T250 -43 (c) (d) (3) 8005137 -43 510.1 e ® 6" O.G. (c)(d) (3) 8005200 -43 SILL TRAGK(o) 2 EA. SIDE TYP. L2 "x2 "x0' -7V2"x54 MIL (c)(d) W/ (3) #8 5GREW5 EA. 51LL PER 510.1 LEG INTO JAMB 5TUD PER 5GHEDULE d TRACK TYPICAL NON -LOAD BEARING HEADER ATTACHMENT TO JAMB 5TUD5 (3) 8005200 -43 HORZ. BRIDGN , #2 510.1 510.1 2 ®12 ®� 14'-0" (2) 8005137 -43 (2) 8007125 -43 (4) 8005200 -43 (2) 8005137 -43 (2) SOOT150 -54 (4) 8005200 -43 51LL TRAGK(cl)(f) 8005137 -43, bOOT250 -43 8005137 -43, 800T250 -43 3 �= R 3 o L 5TEPM WALL� 51LL TRACK AT FDN 50.1 50.1 METAL STUD WALL FRAMING NOTES: I. ALL EXTERIOR NON - BEARING METAL STUD WALL5 SHALL BE 8005162 -43 AT lb" O.G. MINIMUM UNLESS NOTED OTHERWISE ON PLAN. 2. PROVIDE HORIZONTAL BRIDGING /5TRAPPIN6 AT ALL NON -LOAD BEARING WAL.L5 WITHOUT 616113 OR 6YP5HEATHIN6 ON EACH FLANGE A5 5HOWN ON 10.1. 3. FOR LIGHT GAUGE METAL 5TUD WALL 5GHEDULE FOR VARIOU5 WALL HEI6HT5 5EE 6/5102 4. FOR NON - BEARING WALL5 EXTENDING TO 5TRUGTURE REQUIRING DEFLECTION ALLOWANGE 5EE 1 d 7/5102. 5. FOR NON - BEARING WALL5 BRACED TO ADJACENT WALL5 OR TO ROOF/FLOOR 5TRUGTURE ABOVE 5EE 2/510.2. b. FOR TYPICAL CEILING FRAMING 5GHEDULE AND DETAIL5 5EE 5/510.2. 8. ALL WELD5 SHALL BE IAY FILLET MAXIMUM. FOR MATERIAL5 THINNER THAN 0.15 ", EFFECTIVE THROAT SHALL NOT BE LE55 THAN THINNEST MATERIAL. I" L3 "x3 "x54 MIL I" I" LE55 THAN STUD WIDTH. ATTACH TO JAMB 5TUD5 W/ 1" (4) #8 5GREW5. I" TYP. ATTACH TO SLAB I TYP. I"V (2) 0.1454) PAF'5 - EMBED I" MIN. TYP. ATTACH TO TOP TRACK W/ (4) #8 5GREW5 43 MIL. MIN. TRAGK, OR MATCH 5TUD THIGKNE55, WHIGHEVER 15 GREATER - MIN. FLANGE WIDTH = Ir LOAD BEARING 5TUD EN05 MU5T BEAR ON TRACK WEB (1 /16" GAP MAX) (1) #8 5GREW AT EA. 5TUD FLG - ° TYPICAL METAL STUD WALL FRAMING ELEVATION NO 5GALE IV2" + 1/2" m EXP EQ ANGHOR - EMBED ALT. JAMB ATTACHMENT 4 #8 5GREW5 ® b" O.G. 5TA66E V 43 MIL. MIN. TRACK (FULL HT OF JAMB STUD) OR MATCH 5TUD THICKNESS, WHIGHEVER 15 GREATER - MIN. FLANGE WIDTH = 0/4" NOTES: I. PROVIDE 1_3 "0" EA. SIDE 2012 OF JAMB 5TUD5 WHERE NOTED IN 5GHEDULE. / BACK -TO -BACK JAMB 5TUD5 PER SCHEDULE #8 5GREW EA. FLO AT EA. 5TUD TYP. TYPICAL JAMB 5TUD ATTACHMENT TO FOUNDATION DETAIL 1 " -I' -O" d 2. ALTERNATE JAMB ATTACHMENT PERMITTED AT ANGLE EA. 51DE OF JAMB 5TUD5 ONLY d REQV WHERE NOTED IN SCHEDULE. 3. PROVIDE (2) JAMB 5TUD5 MIN. FOR ADO'L JAMB STUD REQUIREMENTS 5EE 5GHEDULE 4. CONNECTION OF BOTTOM TRACK SHOWN. CONNECTION TO TOP TRACK SAME. NOTE: CONNECTION OF STUD + TO BOTTOM TRACK SHOWN. CONNECTION TO TOP TRACK SAME /,}-- ATTACH TRACK W/ 0.145E P.A.F. O.G. MAX. STAGGERED -EMBED I" MIN. . OR OR W 5/8 "0 EXP. ANCHOR ® 32" O.G. MAX. EMBED 5" MIN. U.N.O. ON FDN PLAN5 2" MIN. - P.A.F. FROM EDGE OF SLAB TYP. 3" MIN. FROM EDGE OF SLAB AT EXP. ANCHOR TYPICAL METAL 5TUD TO TRACK ATTACHMENT DETAIL TYP. WALL STUD #8 5GREW 6" MIN.-) 2 ®12 EA. 51DE AT EA. 5TUD I" MIN. (4) #8 5GREW5 NE5TED 5TUD GLIP FLANGE HEADER PER / $ BEND TRACK 5GHEDULE JAMB 5TUD5 / PER SCHEDULE j - FOR ATTAGHMENT #8 SCREW THROUGH TO FDN SEE e TRACK d NESTED s1o.1 5TUD 0 b" O.G. L2 "x2 "x0' -7V2"x54 MIL EA. SIDE W/ (3) #8 5GREW5 EA. HEADER TRACK LEG INTO STUD b PER 56HEDULE TRACK WEB TYPICAL SINGLE TRACK/NE5TED 5TUD HEADER NOTE: OPN'6 51ZE BOXED JAMB 5TUD5 5HOWN. GLIP FLANGE BACK -TO -BACK JAMB 5TU05 // PERMITTED AT GONTR. OPTION Np ylpLL STUD #8 5GREW (b) HEADER TRAGK5 EA. 51DE AT (b) #8 5GREW5 EA. STUD TYR #8 5GREW5 / / ® b" O.G. 2 ®12 HEADER (3) #8 5GREW5 �r.uFn n F_ /// EA. SIDE TRAGK BLOCK PIECE TO MATCH WALL STUD CLIP FLANGE d BEND - INSTALL 12' -0" O.G. MAX. - ALL 5TRAP5 SHALL BE CONNEGTED TO AT LEA5T (1) BLOCK J 5HT'G - 5EE NOTE 5 ^ 012 "�56REW ATTACHMENT - (4) #8 MIN. EA. 51DE FRAMED WALL TAUT L. x I!o�" CONT.5TRAP TYPE 3 BRIDGING - 5HEATHIN6 WITH SINGLE FLAT 5TRAP WITH BLOCKING NOTE5: I. PROVIDE BRIDGING ON ALL CURTAIN WALL STUDS. 2. INSTALL ALL BRIDGING PRIOR TO IN5TALLATION OF SUPPORTED FRAMING. 3. 5EE 9 FOR ADDITIONAL INFORMATION. 4. TYPE 2 BRIDGING NOT ALLOWED ON 5TUD5 GREATER THAN b" DEEP. 5. QUALIFIED SHEATHING SHALL BE 6WB, 6YP5HEATHIN6, Ph., OR 055 ONLY. EXTERIOR NON -LOAD BEARING NALL5 - 8" 5TUD5 ® 16' O.G. OPN'6 51ZE < 4' -0" GLIP FLANGE #6 5GREW5 // (b) HEADER TRAGK5 4 BEND TRACK ® b" O.G. (b) HEADER TRAGK5 JAMB 5TUD5 (2) 8005137 -43 8005137 -43 TYR (2) 8005137 -43 / / / (2) 8005137 -43 JAMB 5TUD5 8005137 -43 WOT250 -43 (2) 8005137 -43 8005200 -54 PER SCHEDULE / 12' -0" 8005137 -43 - FOR ATTACHMENT (2) 8005137 -43 8005200 -54 8007300 -54 (c)(d) (3) 8005137 -43 TO FDN 5EE #8 SCREWS 800T250 -43 (c) (d) (3) 8005137 -43 510.1 e ® 6" O.G. (c)(d) (3) 8005200 -43 SILL TRAGK(o) (1) SOOTI25 -43 EA. SIDE TYP. L2 "x2 "x0' -7V2"x54 MIL (c)(d) W/ (3) #8 5GREW5 EA. HEADER TRACK LEG INTO JAMB 5TUD PER 5GHEDULE d TRACK TYPICAL NON -LOAD BEARING HEADER ATTACHMENT TO JAMB 5TUD5 TRAGK BLOCK PIECE TO MATCH WALL STUD CLIP FLANGE d BEND - INSTALL 12' -0" O.G. MAX. - ALL 5TRAP5 SHALL BE CONNEGTED TO AT LEA5T (1) BLOCK J 5HT'G - 5EE NOTE 5 ^ 012 "�56REW ATTACHMENT - (4) #8 MIN. EA. 51DE FRAMED WALL TAUT L. x I!o�" CONT.5TRAP TYPE 3 BRIDGING - 5HEATHIN6 WITH SINGLE FLAT 5TRAP WITH BLOCKING NOTE5: I. PROVIDE BRIDGING ON ALL CURTAIN WALL STUDS. 2. INSTALL ALL BRIDGING PRIOR TO IN5TALLATION OF SUPPORTED FRAMING. 3. 5EE 9 FOR ADDITIONAL INFORMATION. 4. TYPE 2 BRIDGING NOT ALLOWED ON 5TUD5 GREATER THAN b" DEEP. 5. QUALIFIED SHEATHING SHALL BE 6WB, 6YP5HEATHIN6, Ph., OR 055 ONLY. EXTERIOR NON -LOAD BEARING NALL5 - 8" 5TUD5 ® 16' O.G. OPN'6 51ZE < 4' -0" < b' -O" MAX. WALL HEIGHT (b) HEADER 51ZE (b) HEADER TRAGK5 JAMB 5TUD5 (b) HEADER SIZE (b) HEADER TRAGK5 JAMB 5TUD5 (2) 8005137 -43 8005137 -43 800T250 -43 (2) 8005137 -43 8005200 -54 80OT300 -54 (2) 8005137 -43 10' -0" 8005137 -43 WOT250 -43 (2) 8005137 -43 8005200 -54 800T300 -54 (2) 8005137 -43 12' -0" 8005137 -43 8007250 -43 (2) 8005137 -43 8005200 -54 8007300 -54 (c)(d) (3) 8005137 -43 14' -0" 1 8005137 -43 800T250 -43 (c) (d) (3) 8005137 -43 8005200 -54 800T300 -54 (c)(d) (3) 8005200 -43 SILL TRAGK(o) (1) SOOTI25 -43 (1) 800T125 -43 OPN'6 51ZE < 12' -0" MAX. WALL HEIGHT MAX' WALL HEIGHT HEADER 51ZE HEADER TRACK5 JAMB 5TUD5 HEADER 51ZE HEADER TRAGK5 JAMB 5TUD5 8' -O" (2) 8005137 -43 (2) 600TI50 -54 (2) 8005137 -43 (d) (d) (2) 8005137 -43 (2) 800T125 -43 (2) 8005137 -43 (2) 8005137 -43 (2) 800T125 -43 (2) 8005137 -43 (c)(d) 12' -0" (2) 8005137 -43 (2) 8007200 -68 (4) 8005137 -43 10' -0" (2) 8005137 -43 (2) 8007125 -43 (2) 8005137 -43) (2) 8005137 -43 (2) 800T125 -43 (2) 8005137 -43) SILL TRACK(Q)(P) 8005137 -43, SOOT250 -43 (c)(d) (c)(d) (2) 8005137 -43 (2) 800T125 -43 (3) 8005137 -43 (2) 8005137 -43 (2) 800TI50 -54 (3) 8005200 -43 z ®� 14'-0" (2) 8005137 -43 (2) 8007125 -43 (4) 8005200 -43 (2) 8005137 -43 (2) SOOT150 -54 (4) 8005200 -43 51LL TRAGK(cl)(f) 8005137 -43, bOOT250 -43 8005137 -43, 800T250 -43 OPN'6 51ZE < 12' -0" MAX. WALL HEIGHT HEADER 517E HEADER TRAGK5 JAMB 5N05 y (d) 8' -O" (2) 8005137 -43 (2) 600TI50 -54 (2) 8005137 -43 (d) 10' -0" (2) 8005137 -43 (2) SOOT200 -68 (2) 8005162 -43 (c)(d) 12' -0" (2) 8005137 -43 (2) 8007200 -68 (4) 8005137 -43 (c)(e) 14'-0" (2) 8005137 -43 (2) SOOT200 -b8 (4) 8005200 -54 SILL TRACK(Q)(P) 8005137 -43, SOOT250 -43 #8 5GREW5 ® b" O.G. #8 56REW THROUGH EA. 51DE TRACK B NESTED STUD ®b O.G. JAMB STUDS EA. 51DE PER 5GHEOULE - FOR ATTACHMENT TO FDN 5EE 510.1 NESTED STUD FCRIPPLE STUD 51LL PER - MATCH 51ZE d SCHEDULE THICKNE55 OF JAMB 5TUD5 SILL TRACK - ATTACH TO PER 56HEDULE JAMB STUDS W/ b" MIN. (4) #8 5GREW5 TYP. WALL STUD L2 "x2 "x0' -7V2"x54 MIL W/ (3) #8 56REW5 EA. LEG TYPIGAL 51NOLE TRAGK/NE5TED STUD 51LL WALL PENETRATION SCHEDULE NO SCALE TRACK BLOCK PIECE TO MATCH WALL 5TUD CLIP FLANGE d BEND - IN5TALL 12' -0" O.G. MAX. - ALL 5TRAP5 SHALL BE CONNECTED TO AT LEA5T (1) BLOCK - PROVIDE ADD'L BLOCK EA. 51DE AT D15GONTI0005 STRAP - -- - FRAMED WALL -, (2) #8 EA. FLANGE 5GREW ATTACHMENT - (4) #8 MIN. EA. SIDE TAUT 33 MIL. x Ih" GOVT. STRAP EA. 51DE (I) #8 EA. FLANGE, EA. STUD PROVIDE BRIDGING ® 48" O.G. VERT. MAX. - TYP. U.N.O. TYPE I BRIDGING - DOUBLE FLAT STRAP WITH BLOCKING DETAIL t� NOTES: I. 75 PLF VERTICAL 2.15 P5F HORIZONTAL 3. DEFLECTION = L/360 (VERTICAL), L/800' (OUT- OF-PLANE) (a) WHERE APPLICABLE (b) INDIGATE5 51NOLE TRACK/NE5TED HEADER DETAIL APPLIE5. (c) PROVIDE ANGLE EACH 51DE OF JAMB 5TUL -6 AT TOP TRACK ATTACHMENT. (d) PROVIDE ANGLE EACH 51DE OF JAMB 5TUD5 AT BOTTOM TRACK ATTACHMENT PERe 510.1 (e) PROVIDE ALTERNATE JAMB ATTACHMENT TO FOUNDATION PERe 510.1 (f) PROVIDE NESTED STUD AT SILL TRACK. 15OU50 -54 GOLD - ROLLED CHANNEL - DO NOT CUT ADJACENT 51DE5 OF 5TUD CLIP ANGLE - PROVIDE DBL CLIP ANGLE (() EA. SIDE) AT B.U. 5TUD5 TYP. MIN. EDGE DI5TANGE = 3x 5GREW DIAM. I!'2"xlV2 CLIP ANGLE - (1) THICKNESS HEAVIER THAN STUD OR 54 MIL. MIN., WELDED ANGLE 5GREWED ANGLE TYPE 2 BRIDGING - COLD- ROLLED CHANNEL WITH CLIP ANGLE I� 0 Z Q CY J Q C� O F- Q N3 Z E Q:� N LLJ >- Oc: 0 C Z D H F5 CV Q Z Ln O° O L I c/) U _ D E 20 E LL N EX %RES: "/21/W Agency /Constructability Set PROJECT 23025 DRAWN: DMc DATE 13 FEBURAY 2004 SHEET S10.1 Z c 8 m E y Lurn v� L U T z ®� 3 �= R 3 o L I� 0 Z Q CY J Q C� O F- Q N3 Z E Q:� N LLJ >- Oc: 0 C Z D H F5 CV Q Z Ln O° O L I c/) U _ D E 20 E LL N EX %RES: "/21/W Agency /Constructability Set PROJECT 23025 DRAWN: DMc DATE 13 FEBURAY 2004 SHEET S10.1 3/40 GAP AT FLOORS I' GAP ® ROOFS �" 1 STEEL ROOF/ FLOOR JST q7 MIL. TRACK EA. J015T TYPICAL AT NON - BEARING WALL PERPENDICULAR TO JOISTS EXTENDING TO STRUCTURE 3/4" GAP AT FLOORS I" GAP ® ROOFS �- All METAL DECK STEEL ROOF/ FLOOR J5T q7 MIL. TRACK EA. JOIST TYPIGAL AT NON - BEARING WALL PERPENDIGULAR TO J015T5 EXTENDING TO STRUCTURE ABOVE DETAIL NO SCALE GWB ATTACHED W/ #8 5GREW5 * b" O.G. TO TOP OF JOISTS (PROVIDE GONT. LATERAL SUPPORT) WHERE NOTED ON ARCH. --. TOP (GOMPRE551OW FLANGE BRACING REO'D WHERE 61AB DOES NOT OCCUR - PROVIDE T125 -33 TRACK AT EDGES 4 AT 8' -0" O.G. -� /iS'f` WIRE HANGER W/ T125 -33 TRACK SPLICE W/ (4) #8 5GREW5 EA. 51 T_ BRAGIN6/BRID61NG AT SUPPORT LOCATIONS CENTER STIFFENER ON GONT. TRACK FULL LENGTH OF HALL -FOR 51ZE SEE 5CHED. — #8 5GREN15 * 16" O.G. STAGGERED $ W/ (2) AT EA. END 43 MIL. (MIN �-GEILI% - DOES NOT TOP TRACK QUALIFY AS LATERAL SUPPORT TOP OF WALL STIFFENER r m UNBRAGED MALL LENGTH ' Q" STIFF. GONT MEMBER < 10' NONE REQ'D 101 -13' 6005125 -54 13' -16, 8005125 -54 16-20' (2) 8005125 -54 20' -24' (2) 10005162 -54 �v 3' -O" MIN TO 0 QUALIFY AS LATERAL 0 SUPPORT O O NO BRACE REQ'D FOR UNSUPPORTED OT MALL < HEIGHT /4 PLAN NOTES: I. THIS PLAN 15 AN EXAMPLE ONLY. IT DOES NOT REPRESENT A SPECIFIC WALL. 2. ' Q" INDICATES UNBRACED LENGTH OF WALL5, SEE SCHEDULE FOR TOP OF WALL STIFFENER SIZE. 3. AT CONTRACTORS OPTION, IN LIEU OF TOP OF HALL STIFFENER: OI INDICATE-5 HOW BRACE EXTENDING TO ADJACENT CORNER SEE e to O INDICATES BRACE UP TO STRUCTURE SEE 10 3O INDICATES WALL BRACED AT STRUCTURAL STEEL COLUMN - PROVIDE 68 MIL. x Il-�xl!x2xb" ANGLE W/ (6) #8 56REW5 TO TOP TRACK - WELD CONN. ANGLE TO T.5. COLUMN. 4. ALL TRACK SPLICES SHALL BE AT BRACE LOCATIONS. TYPICAL LATERAL SUPPORT FOR NON - BEARING METAL STUD WALL5 NOT EXTENDIWC TO STRUCTURE DETAIL WALL STUD5 GONCRETE/MA50NRY WALL (2) #8 5GREW5 0.145"(P P.A.F. AT EA. STUD �® lb,, O.G. (MAX) GONT. 20 GA. TRACK W/ (2) #8 5GRE1,15 AT EA. J015T GONT. 33 MIL. x I!" STRAP OR CHANNEL - BRIDGING LOCATED PER SCHEDULE LOCATE STUDS UNDER CEILING JOISTS - PROVIDE WEB STIFFENER AS REO'D BY MFR - PROVIDE BLK'G FOR TOP FLANGE SUPPORT AT PARTITION LOCATION STEEL J015T GEILINCG FRAMING 5GHEDULE MAX. SPAN J015T 51ZE 4 SPACING BRIDGING LOCATION b' -0" 2505125 -33 AT 16" O.G. - - - - -- q' -0" 4005125 -43 AT Ib" O.G. ONE ROW AT MI1?-5PAN 12' -0" 6005125 -43 AT 16' O.G. ONE ROW AT MID -SPAN IS' -O" 6005125 -54 AT 1611 O.G. TWO ROWS AT 1/3 POINTS 2q' -O" 8005125 -54 AT 16" O.G. THREE ROWS AT 114 POINTS 27' -O" 10005200 -54 AT I6" O.G. THREE ROWS AT 114 POINTS 33' -O" 10005200 -q7 AT 12" O.G. THREE ROWS AT 114 POINTS DETAIL NO SCALE I a °o N r 0 V O O s rn S E m NOTE-5: I. FRAMING DESIGNED FOR 10 P5F LIVE LOAD b (2) LAYERS 5/8" 61618 NO SCALE * 10' -0" MAX HALL HT * 5 P5F, L/360 EXTERIOR NDN- BEARING METAL STUD SCHEDU-E I MAX. HEIGHT METAL STUD e" 5TUD5 20' -0" 8005162 -43 * Ib" O.G. 25' -0" 8005162 -54 * 12" O.G. 32' -0' (2) 8005200 -68 * 12" O.G. INTERIOR NON BEARING METAL 5TUD SCHEDULE 2 MAX. HE16HT METAL STUD P 4" STUDS 18' -0" 4005137 -33 * Ib° O.G. 21' -0" 4005200 -43 * 16" O.G. 6" STUDS 27' -O" 6005200 -33 * 16" O.G. 2q' -O" 6005200 -43 * lb" O.G. 31' -0" 6005200 -54 * Ib" O.G. 35' -0" 6005200 -54 * 12" O.G. 8" STUDS 34' -O° 8005200 -33 * Ib" O.G. 37' -0" 8005200 -43 * I b" O.G. 40' -O" 8005200 -54 * 16" O.G. NOTES: 2. SEE ARCHITECT FOR I. THI5 TABLE MEET5 A DEFLECTION CRITERIA OF L/bOO FOR LATERAL SUPPORT OF BRICK VENEER TERMINATING AT A HEIGHT OF 14' -0" SUSPENDED FRAMING. 2. THIS TABLE MEETS A DEFLECTION CRITERIA OF L/360 HEDULE NO SCALE r7 #8 SCREWS AT 24" OG STAGGERED 4 (2) EA END uuu��u (2) 4005125 -33 STUDS. EXTEND BRACE TO WALL CORNER OR INTERSECTION MAX. LENGTH = 15' -0" (2) #8 5GRENL5 EA. STUD- METAL STUD �CEILIN6 - DOE-5 NOT WALL QUALIFY AS LATERAL SUPPORT FOR PLACING PLAN SEE to NOTE: PROVIDE BRACES AT 10' -0" MAX. FROM WALL INTERSECTIONS OR CORNERS R AT 10' -0" O.G. TYPIGAL METAL STUD WALL HORIZONTAL LATERAL BRACE DETAIL GONG. AT STEEL J015T OR WIDE FLG BM— NOTE: J PROVIDE b" MIN HELD EA 51DE OF TRACK * EXTERIOR JAMB 5TUD5 mwri1 NO SCALE 2" * EA. FLUTE AT EXT. WALI lul;ffi1� METAL DEGK #8 5GREW5 * 24" O.G. STAGGERED d W/ (2) AT EA. END c (4) #8 (2) 0.145"4P P.A.F. 2 MIN. * 3' O.G. - EMBED 1" IN GONG. 5GREN6r-GEILIN6 ��PROVIDE (1) 4005125 -43 FOR BRACE LENGTHS 8' -O" MAX.; PROVIDE (2) 4005125 -43 FOR BRACE LENGTHS 12' -0" MAX.; PROVIDE (2) b005125 -54 FOR FOR BRACE LENGTHS lb'-O" MAX. - SEE PLACING PLANe - DOES NOT o QUALIFY AS LATERAL SUPPORT METAL STUD WALL NOTE: PROVIDE BRACES AT 10' -0" MAX. FROM WALL INTERSECTIONS OR CORNERS 4 AT 10' -O" O.G. TYPICAL METAL 511JD WALL LATERAL BRACE UP TO STRUCTURE DETAIL r #8 5GREW5 * I6" O.G. MAX. TT`P. AT ROOF DECK (MAY BE USED AT FLOOR DECK PRIOR TO POUR) 3/5"(P EXPAN51ON ANCHOR * 32" O.G. AT FLOOR DECK (STAGGER) - EMBED 3" MIN INTO BOTTOM FLUTE AT EXTERIOR STUDS, PROVIDE VERIGLIP 5L * EA. STUD. MATCH GLIP W/ 51ZE E GA. OF STUD. CONNECT TO STRUCTURE PER MFR'S REQUIREMENTS AT CONTR. OPTION: PROVIDE 0.145 "(P PAF EA. 51DE * 16" O.G. (STAGGERED) IN LIEU OF NELDING e TEMP EREGTI SCREWS DRY WALL SCREW (TYP) CANT. 43 MIL. DEEP LE6 TRACK (q7 MIL. * EXTERIOR WALLS)- ERECT WALL5 W/ TEMP SCREWS * STUD TO TRACK- INSTALL 6WB TO WITHIN 24" OF TRACK, REMOVE TEMP 5GREW5 AND INSTALL REMAINING 6W5- DO NOT ATTACH TO TRACK Iffig TYPICAL AT NON - BEARING WALL PARALLEL TO FRAMING EXTENDING TO STRUCTURE ABOVE SECTION NO SCALE SPECIAL DETAIL REO'D FOR GAP > I" -3/4" GAP AT FLOORS I" GAP * ROOFS -I" MIN. 2" MAX. 61^8 -SEE ARCH WALL TYPE ff 0 Z Q u- J J Q i� Z 0 F- Q N_ Z E LLI >- 0� O N O Z OD 7 P= 0 C1 Q Z J rn 0° 00 L = N U� N _ :) E <= o J E Lu N EXRKS: 4/21/04 Agency/Constructability Set PROJECT 23025 DRAWN: DMc DATE 13 FEBURAY 2004 SHEET S10.2 OF: zC Oa P d Lu o gf o 0 U z Q 0� y 6 � U d ff 0 Z Q u- J J Q i� Z 0 F- Q N_ Z E LLI >- 0� O N O Z OD 7 P= 0 C1 Q Z J rn 0° 00 L = N U� N _ :) E <= o J E Lu N EXRKS: 4/21/04 Agency/Constructability Set PROJECT 23025 DRAWN: DMc DATE 13 FEBURAY 2004 SHEET S10.2 OF: MECHANICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CFM LIQUID (REFRIGERANT) - VACUUM BREAKER - L - COLOR SUCTION (REFRIGERANT) �' p PRESSURE GAUGE -S- DUCT SMOKE DETECTOR FURN. BY CHILLED WATER SUPPLY T THERMOMETER -CWS - GPM CHILLED WATER RETURN E.W.T. .F AQUASTAT - CWR - TITUS HOT WATER SUPPLY PER PLANS ® T -BAR SUPPLY DUCT UP - HWS - WHITE HOT WATER RETURN CD -2 ;< TITUS SUPPLY DUCT DOWN - HWR - E EXISTING PIPING 233/4x 233/4 Z WHITE RETURN, RELIEF, TRANSFER, OSA DUCT UP - Da- GATE VALVE (GV) TITUS TDC -3 PER PLANS RETURN, RELIEF, TRANSFER, OSA DUCT DOWN -�- GLOBE VALVE PER PLANS ® FRAME 3 EXHAUST DUCT UP CEILING DIFFUSER 11TUS TDC -4 BUTTERFLY VALVE 4 WAY Q 233/4x 233/4 EXHAUST DUCT DOWN - -�- FRAME 3 CDH- CEILING PRESSURE REDUCING VALVE (PRV) 10 PER PLANS 10 RECTANGULAR DUCT SQUARE ELBOW UP -� PER PLANS WHITE 02 FRAME 6 X- LSSX -X CHECK VALVE (CV) 450 1 11 FL RECTANGULAR DUCT, RADIUS ELBOW UP -jam- SURFACE -�- FLOW CONTROL VALVE 8 ARECT- RECTANGULAR DUCT, SQUARE ELBOW DOWN 1 SUPIPLA DIFFUSER EC TEMP "/PRESS. RELIEF VALVE (T &PRV) RECTANGULAR DUCT, RADIUS ELBOW DOWN TRANE • VSEF 02 -DF� BALL VALVE 1.0 ROUND DUCT ELBOW DOWN T -BAR SLOT DIFFUSER TITUS TBD -80 BALANCING COCK (BC) 2 WAY T -BAR ROUND DUCT ELBOW UP PER PLANS -� - 2 -WAY CONTROL VALVE LSG FNI TITUS CEILING AIR TERMINAL - SQUARE PER PLANS 3 -WAY CONTROL VALVE O CEILING AIR TERMINAL - ROUND PER PLANS 4 -WAY CONTROL VALVE �T AIR TERMINAL SIZE, TYPE &CFM moo= C-F --- PIPE DOWN I I (I I II® FLEXIBLE DUCT 0 PIPE UP 180 PER PLANS WHITE VOLUME DAMPER (VD) DS -tvt- BRANCH -TOP CONNECTION DL LANS VARIABLE AL L DUC / MOTORIZED DAMPER PER PLANS SELECT. AR H - *;- BRANCH - BOTTOM CONNECTION ATHLETIC DIRECTOR 0.20 1.0 CEILING RADIANT FIRE DAMPER 40 BRANCH -SIDE CONNECTION TRANE B BY 0317 FIRE DAMPER SIDEWALL SUPPLY TITUS 300RL CAP END OF PIPE DBL. DEFLICTION SURFACE N K SIZE +1 COMBINATION FIRE /SMOKE DAMPER WHITE FLOW DIRECTION -MEI DIFFUSER FLEXIBLE CONNECTION (DUCT) 277 OR R VALVE IN RISER /DROP TOTA TURNING VANES (TV) PIPE ANCHOR SG BACKDRAFT DAMPER (BD) " 50F -C PIPE GUIDE OT THERMOSTAT (T'STAT) - -MSF- FLEXIBLE CONNECTION (PIPE) OT G THERMOSTAT WITH GUARD (T STAT) --- REDUCER OH HUMIDISTAT (H'STAT) - STRAINER PS SPACE PRESSURE SENSOR -F �I I- UNION CO2 CARBON DIOXIDE SENSOR Q FIRE HYDRANT (FH) AFF ABOVE FINISHED FLOOR +1 THRUST BLOCK (TB) BFF BELOW FINISHED FLOOR --� DRAIN VALVE P POINT OF CONNECTION EC ELECTRICAL CONTRACTOR C M ECHANICAL CONTRACTOR GC GENERAL CONTRACTOR 02 0.20 I 1100 150 GRILLES - REGISTERS - DIFFUSERS SCHEDULE 15932 UNIT DESCRIPTION MFR. MODEL CFM AIR PATTERN MOUNTING FACE SIZE NECK SIZE COLOR REMARKS NO TARTER FURN. BY DISCONNECT FURN. BY DUCT SMOKE DETECTOR FURN. BY REMARKS DIA. (IN) MIN. CFM) MAX. CFM GPM MBH E.W.T. .F CD -1 CEILING DIFFUSER TITUS TDC -1 PER PLANS 2 WAY T -BAR 233/4x 233/4 PER PLANS WHITE FRAME 3 CD -2 CEILING DIFFUSER TITUS TDC -2 PER PLANS 2 WAY T -BAR 233/4x 233/4 PER PLANS WHITE FRAME 3 CD -3 CEILING DIFFUSER TITUS TDC -3 PER PLANS 3 WAY T -BAR 233/4x 233/4 PER PLANS WHITE FRAME 3 CD -4 CEILING DIFFUSER 11TUS TDC -4 PER PLANS 4 WAY T -BAR 233/4x 233/4 PER PLANS WHITE FRAME 3 CDH- CEILING TITUS 10 PER PLANS 10 SURFACE +5 TOTAL PER PLANS WHITE 02 FRAME 6 X- LSSX -X RDISFFFUSER 450 TITUS FL PER PLANS 2 WAY SURFACE 53/4 HIGH PER PLANS 8 ARECT- 277 1 SUPIPLA DIFFUSER EC VAV1 -2 TRANE • VSEF 02 ASSISTANT PRINCIPALS 0.25 1.0 X- TBSX -X T -BAR SLOT DIFFUSER TITUS TBD -80 PER PLANS 2 WAY T -BAR 4" HIGH PER PLANS B SELECT. BY ARCH. 5 O LSG LL LIpjFFR GRILLEY TITUS CT -540 PER PLANS 0' DEFLECT. WALL NECK TOTAL PER PLANS gYSARCHT" 2 3 TYPE A3 MOUNTING FRAME. RD ROUND DUCT DIFFUSER TITUS TMRA LANS 360' SURFACE NECK SIZE +2" TOTAL 180 PER PLANS WHITE 95 DS DRUM SUPPLY TITUS DL LANS VARIABLE AL L DUC / NECK SIZE IOTA PER PLANS SELECT. AR H VSEF - -- ATHLETIC DIRECTOR 0.20 1.0 250 40 + ZI TRANE B BY 0317 SDS SIDEWALL SUPPLY TITUS 300RL rER LANS DBL. DEFLICTION SURFACE N K SIZE +1 PER PLANS WHITE 2 3 WITHOUT MOUNTING HOLES. 68.9 DIFFUSER 1/2 277 1 MFR TOTA 1400 SG SOFFIT GRILLE TITUS 50F -C LANS - SURFACE NECK SIZE +2 "TOTAL PER PLANS WHITE WITH ALUMINUM CORE & BUG SCREEN RG RETUrRRNI RELIEF TITUS 50F -A PER PLANS - T -BAR NE f�K SIZE TOTAL PER PLANS WHITE WITHOUT MOUNTING HOLES 150 620 180 +1 95 1/2 RGH RETURN RELIEF TITUS 5OF -A PER PLANS - SURFACE +1 PER PLANS WHITE 02 0.20 I 1100 150 150 600 4Kf TA 180 RGS SIDEWALL IR N TITUS 350 RL PER PLANS - SURFACE NLL +1 PER PLANS WHITE 0(3 )WITHOUT MOUNTING HOLES TRANE RELIEF GRILLE 0417 SPECIAL ED WORKROOM 0.20 1.0 1050 gTOTAL 710 EG EXHAUST GRILLE TITUS 50F -A PER PLANS - T -BAR +1" TOTAL PER PLANS WHITE EGS SIDEWALL RETURN TITUS 350 RL PER PLANS - SURFACE +1 'TOTAL PER PLANS WHITE 2 3 WITHOUT MOUNTING HOLES 575 RELIEF GRILLE 180 68.5 95 1/2 277 1 EGH EXHAUST GRILLE TITUS 50F -A PER PLANS - SURFACE +13/ " NECK TO SIZE TAL PER PLANS WHITE Q TG TRANSFER GRILLE TITUS 50F -A PER PLANS - T -BAR NEPK SIZE +1 TOTAL PER PLANS WHITE 1300 TGS IDEWAG GRILLE TRANSFE TITUS 350 RL PER PLANS - SURFACE +1 4i0TAL PER DETAIL WHITE 2 3 WITHOUT MOUNTING HOLES TGH TRANSFER GRILLE TITUS 5OF -A PER PLANS - SURFACE NECK SIZE +13/4' TOTAL PER PLANS WHITE 2 O HDR _DUTY TITUS 30R PER PLANS - SURFACE j q I PER PLANS WHITE O3 �} BLADE SETTING 0'. VSEF RETURN FACULTY LOUNGE 0.30 1.0 800 300 AV1 -11B TRANE VSEF NOTES FOR GRILLES. REGISTERS, DIFFUSERS SCHEDULE: 1O MODEL No. & AIR PATTERN SHALL BE SAME AS CD -1 THRU CD -4, EXCEPT PROVIDE FOR MOUNTING INDICATED. O2 FURNISH WITH "OPPOSED BLADE DAMPER "(OBD). 03 FURNISH WITH HORIZONTAL FRONT BLADES. ® FACE PLATE SHALL BE 14 GA. STEEL 1/8 "x1/2" HORIZONTAL BLADES ON 6" CENTERS WITH EACH BLADE WELDED TO 14 GA. STEEL SLEEVE, COUNTERSUNK SCREW HOLES ON 8" CENTERS. 50 PROVIDE WITH INSULATED PLENUM BOXES. L SLOT DIFFUSER CALL-OUT V LSSX - X OF SLOTS ENGTH OF SLOT (FT) SLOT WIDTH (IN) (VAV) FAN TERMINAL BOX SCHEDULE BLDG 100/200 UNIT NO MFR. MODEL FAN NO AREA SERVED EXT S.P. 3 INLET S "P" IPRIMARY CFM AIR VALVE HOT WATER COIL DATA MOTOR HP ELECTRICAL TARTER FURN. BY DISCONNECT FURN. BY DUCT SMOKE DETECTOR FURN. BY REMARKS DIA. (IN) MIN. CFM) MAX. CFM GPM MBH E.W.T. .F L.W.T. 'F E. A.T. 'F L.A.T. 'F WPD VOLTS 0 - 1/2° - 75 60 Z Y - - 0 V Y � � u v VAVi -i TRANE VSEF 01 PRINCIPAL 0.20 0.75 430 40 60 430 ` 180 70.4 95 1/2 277 1 MFR EC EC 450 180 70.3 95 1/2 277 1 MFR EC VAV1 -2 TRANE • VSEF 02 ASSISTANT PRINCIPALS 0.25 1.0 600 895 180 67.1 95 1/2 277 1 MFR EC VAV1 -3 TRANE VSEF 0317 CONFERENCE ROOM 0.30 1.25 895 260' 140 180 69.3 95 277 1 MFR EC VAV1 -4 TRANE VSEF - -- ATHLETIC DIRECTOR 0.20 1.0 250 40 VAV1 -5 TRANE VSEF 0317 HEALTH / NURSE 0.25 1.25 650 120 320 180 68.9 95 1/2 277 1 MFR EC 1400 180 70.2 95 1/2 277 1 MFR EC EC VAV1 -6 TRANE VSEF 0517 RECEPTION / WAITING 0.30 1.75 1400 150 620 180 69.7 95 1/2 277 1 MFR EC VAV1 -7A TRANE VSEF 0417 SPECIAL ED CLASSROOM 0.20 1.5 1100 150 150 600 180 69.6 95 1/2 277 1 MFR EC VAV1 -7B TRANE VSEF 0417 SPECIAL ED WORKROOM 0.20 1.0 1050 710 180 64.7 95 1/2 277 1 MFR EC VAV1 -8 TRANE VSEF 0317 CONFERENCE ROOM 0.30 1.5 875 375 575 180 68.5 95 1/2 277 1 MFR EC VAV1 -9 TRANE VSEF 0317 COUNSELORS 0.25 1.5 875 180 VAV1 -10 TRANE VSEF 0417 CAREER CENTER 0.25 1.5 1300 345 1300 180 67.5 95 1/2 277 1 MFR EC 680 180 65.6 95 1/2 277 1 MFR EC AV1 -11A TRANE VSEF 0317 FACULTY LOUNGE 0.30 1.0 800 300 AV1 -11B TRANE VSEF 0417 ENTRY / OFFICES 0.30 1.0 1250 140 650 180 70.1 95 1/2 277 1 MFR EC 400 180 69.6 95 1/2 277 1 MFR EC VAVi -12 TRANE VSEF 0317 REGISTRAR / ASB 0.25 1.5 700 100 VAV1 -13 TRANE VCWF - -- LIBRARY - 1.0 3000 510 3000 180 55.0 95 - 1 MFR EC EC 850 180 69.9 95 1/2 277 1 MFR EC VAV1-14 TRANE VSEF 0417 PERIODICALS / CHECKOUT 0.25 1.0 1200 150 280 180 70.0 95 1/2 277 1 MFR EC VAV1-15 TRANE VSEF 02 LIBRARY OFFICE 0.25 1.5 500 60 1600 180 67.9 95 277 1 MFR EC VAVi -16 TRANE VSEF - -- COMPUTER CLASSROOM 0.25 1.25 1600 390 VAV1 -17 TRANE VSEF 0417 CLASSROOM 228 0.25 1.5 1200 420 825 180 66.1 95 1/2 277 1 MFR EC 825 180 66.1 95 1/2 277 1 MFR EC VAV1 -18 TRANE VSEF 0417 CLASSROOM 227 0.25 1.5 1200 420 420 825 180 66.1 95 1/2 277 1 MFR EC VAV1 -19 TRANE VSEF 0417 CLASSROOM 226 0.25 1.75 1200 825 180 66.1 95 1/2 277 1 MFR EC VAV1 -20 TRANE VSEF 0417 CLASSROOM 225 0.25 1.5 1200 420 1000 180 66.1 95 1/2 277 1 MFR EC VAV1 -21 TRANE VSEF 0417 CLASSROOM 224 0.25 1.5 1200 420 280 180 70.5 95 1/2 277 1 MFR EC VAV1 -22 TRANE VSEF 02 FACULTY 229 0.25 1.75 500 45 960 180 66.7 95 1/2 277 1 MFR EC EC AV1 -23A TRANE VSEF 0417 HALL 205, RESTROOMS 0.40 1.75 1200 375 960 180 66.7 95 1/2 277 1 MFR EC EC AV1 -238 TRANE VSEF 0417 HALL 220, RESTROOMS 0.30 1.75 1200 375 VAV1 -24 TRANE VSEF 0417 CLASSROOM 230 0.25 1.0 1200 420 700 180 66.1 95 1/2 277 1 MFR EC VAV1 -25 TRANE VSEF 0417 CLASSROOM 222 0.25 1.5 1200 420 960 180 66.1 95 1/2 277 1 MFR EC 960 180 66.1 95 1/2 277 1 MFR EC VAVi -26 TRANE VSEF 0417 CLASSROOM 221 0.25 1.5 1200 420 960 180 66.1 95 1/2 277 1 MFR EC VAV1 -27 TRANE VSEF 0417 GRAPHIC ARTS 212 0.25 1.5 1200 420 960 180 66.1 95 1/2 277 1 MFR EC VAV1 -28 TRANE VSEF 0417 CLASSROOM 204 0.25 1.0 1200 420 960 180 66.1 95 1/2 277 1 MFR EC VAV1 -29 TRANE VSEF 0417 CLASSROOM 203 0.25 1.0 1200 420 VAV1-30 TRANE VSEF 0417 CLASSROOM 202 0.25 0.25 1200 420 960 180 66.1 95 1/2 277 1 MFR EC 420 960 180 66.1 95 1/2 277 1 MFR EC VAV1 -31 TRANE VSEF 0417 CLASSROOM 201 0.25 0.75 1200 3300 180 55 95 - - - - EC VAV2 -1 TRANE VCWF - -- AUDITORIUM - 1.5 3300 1650 3300 180 55 95 - - - - EC . VAV2 -2 TRANE VCWF - -- AUDITORIUM - 1.5 3300 1650 VAV2 -3 TRANE VCWF - -- AUDITORIUM - 1.5 3300 1650 3300 180 55 95 - - - - EC 2750 180 55 95 - - - - EC VAV2 -4 TRANE VCWF - -- AUDITORIUM - 1.25 2750 1350 1350 2750 180 55 95 - - - - EC VAV2 -5 TRANE VCWF - -- AUDITORIUM - 1.25 2750 6500 180 55 95 - - - - EC VAV2 -6 TRANE VCWF - -- STAGE - 1.5 6500 200 6500 180 55 95 - - - - EC VAV2 -7 TRANE VCWF - -- STAGE - 1.5 6500 200 1800 180 55 95 - - - - VAV2 -8 TRANE VCWF - -- CHOIR 168 - 1.25 1800 525 2400 180 55 95 - - - - EC VAV2- 9 TRANE VCWF - -- BAND & ORCHESTRA - 1.75 2400 525 VAV2 -10 TRANE VCWF - -- PRACTICE 171 - 1.0 100 30, 100 180 55 95 - - - - VAV2 -11 TRANE VCWF - -- PRACTICE 172 - 1.0 100 30 100 180 55 95 - - - - VAV2- 12 TRANE VSEF 0317 MAKE -UP / DRESSING 0.30 0.25 830 150 470 180 68.9 95 1/2 277 1 MFR EC 480 180 70.4 95 1/2 277 1 MFR EC VAV2 -13 TRANE VSEF 0317 D &A, ENSEMBLE, HALL 0.25 1.0 850 80 VAV2 -14 TRANE VSEF 0317 OFFICE 174, 171, HALL 0.30 1.0 750 60 420 180 70.6 95 1/2 277 1 MFR EC 750 180 55 95 1/2 - - - - VAV2 -15 TRANE VCWF 0317 SCENERY - 0.25 750 150 NOTES FOR VAV FAN TERMINAL BOX SCHEDULE: 01 PROVIDE UNIT WITH SINGLE POINT POWER CONNECTION. 02 E.C. TO PROVIDE A MANUAL STARTER (INCLUDING DISCONNECT). M.C. TO PROVIDE AND INSTALL MOTOR RATED RELAY FOR INTERLOCK. 03 STATIC PRESSURE INCLUDES ONLY DOWNSTREAM SUPPLY DUCTWORK AND DIFFUSERS. DOES NOT INCLUDE COIL, AIR VALVE, AND FILTER. ® PROVIDE A MULTISPEED FAN CONTROLLER. (MUA) MAKE -UP AIR HANDLING UNIT SCHEDULE UNIT MFR. MODEL LOCATION AREA SERVED CFM MIN. OSA GAS DATA TYPE INLET GAS INPUT OUTPUT OUTPUT SIZE PRESS. MBH MBH (MAX) MBH (MIN) WEIGHT (Ibs) INTERLOCKED yylhl FILTERS MOTOR DATA / ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY DUCT SMOKE DETECTOR FURN. BY REMARKS EXT. S P HP RPM VOLTS 0 MUA -1 REZNOR CRGB -75 BLDG 300 METAL SHOP 620 620 - 1/2° - 75 60 Z Y - - 0 V Y � � u v •x 3 e o t u B uj ` NOTES FOR MAKE -UP AIR HANDLING UNIT SCHEDULE QUNIT TO HAVE ADHERED TO IT AND ON FILTER ACCESS SIDE A 1 -1/2" HIGH BY LENGTH AS REQUIRED BLACK PHENOLIC PLATE WITH WHITE LETTERS (3/16 ") STATING UNIT NUMBER AND AREA SERVING. OSET GAS -FIRED HEATING TO COME ON WHEN OUTSIDE AIR IS BELOW 607. CONTROLS PROVIDED BY MANUFACTURER. 03 PROVIDE WITH FULL PERIMETER ROOF CURB. ® PROVIDE VFD (15170). /1 11 Z W w J J M 0 w S N J U_ Z 2 W El A y Z 0 N Z E Ix N W >_ 10 >z 0� O N O Z i 0� H � N 106 Q Z J O00 0-r- = vVi U� 2 � E < U J E W PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEEP Ml .01 OF: J z as fiew Y O ®LLJl 0 e u N u w r Z Y 0 V Y � � u v •x 3 e o t u B uj ` /1 11 Z W w J J M 0 w S N J U_ Z 2 W El A y Z 0 N Z E Ix N W >_ 10 >z 0� O N O Z i 0� H � N 106 Q Z J O00 0-r- = vVi U� 2 � E < U J E W PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEEP Ml .01 OF: J F_ . . ATA HAUST FAN DATA (AHU) AIR HANDLING UNIT SCHEDULE BLDG 100/200 1 ELECTRICAL DUCT SMOKE SUPPLY FAN D STARTER DISCONNECT MAR. MODEL LOCATION ONFIGURATIO FINS SQ. W. FACE FINS SQ. FT. FACE WEIGHT FILTERS FURN. BY FURN. BY DETECTOR REMARKS UNIT AREA TOTAL MIN. NO SERVED CFM OSA HP E.S.P. R.P.M. HP E.S.P. R.P.M. TYPE FT ROWS ACE ARE VEL. GPM MBH E.A.T. L.A.T. W.P.D. TYPE FT ROWS ACE ARE VEL. GPM MBH E.A.T. L.A.T. W.P.D. VOLTS FURN. BY UNIT NO MFR. MODEL LOCATION PERFORMANCE WEIGHT (LBS) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY REMARKS TONS GPM EWT LWT PD (FT WATER) COP IPLV MCA MOP - - - 65 - - - - - - - - - 55 - 20,040 2" 480 3 MFR. EC EC EC AHU-1 HAAKON 0.85 BLDG 100/200 20 CLAS INRAOMS 28000 8800 30.0 2.75 - 10.0 0.50 - HW - - - - - 55 - 20,880 2 480 3 MFR. EC EC 3 AHU -2 HAAKON EC BLDG 100 /200 FU -3 THEATRE. STAGE 32000 9500 40.0 2.85 - 15.0 0.70 - HW - - - - - - - 65 - - - - - - - - - 55 - 18,840 2" 480 3 MFR. EC EC 750 AHU -3 HAAKON 85 BLDG 100/200 901 COMMONS 25000 7500 30.0 0.70 - 15.0 0.55 - HW - - - - - - - 95 - - - - - - - - - 55 - 3,780 2' 480 3 MFR. EC - 600 AHU -4 HAAKON 85 BLDG 100/200 937 SCIENCE LAB 1700 495 2.0 0.60 - 0.75 0.50 - HW - - - - - - - 95 - - - - - - - - - 55 - 3.780 2" 480 3 MFR. EC - AHU -5 HAAKON BLDG 100/200 SCIENCE LAB 1800 495 2.0 0.55 - 0.75 0.60 - HW - - - - - - - 95 - - - - - - - - - 55 - 3,780 2" 480 3 MFR. EC - AHU -6 HAAKON BLDG 100/200 SCIENCE LAB 1600 495 2.0 0.60 - 0.75 L 0.65 - HW - - - - - - - 95 - - - - - - - - NOTES FOR AHU SCHEDULE O SUPPLY WITH VARIABLE PITCH SHEAVE_ 02 UNIT TO HAVE ADHERED TO IT AND ON FILTER ACCESS SIDE A 1 -1/2' HIGH BY LENGTH AS REQUIRED BLACK PHENOLIC PLATE WITH WHITE (3/16') LETTERS STATING UNIT NUMBER AND AREA SERVED. 03 INSTALL SMOKE DETECTORS PROVIDED BY DIVISION 16 IN SUPPLY AND RETURN AIR DUCTS ADJACENT TO AIR HANDLING UNIT, ON ALL UNITS ABOVE 2,000 CFM. DESIGNER TO COORDINATE WITH ELECTRICAL DESIGN. ® ALL MODULES INCLUDING FAN, COIL AND FILTER /TRAQ DAMPER /MIXING BOX TO BE IN HORIZONTAL CONFIGURATION. AIR COOLED WATER CHILLER SCHEDULE 15778 UNIT NO MFR. MODEL LOCATION PERFORMANCE WEIGHT (LBS) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY REMARKS TONS GPM EWT LWT PD (FT WATER) COP IPLV MCA MOP VOLTS 0 CH -1 TRANE RTAC250 - 250 - 55 45 - - - - - - 460 3 MFR EC 1 2 3 4 5 EC EC EC 0.50 0.85 925 20 6040 F33 460 3 EC EC EC FU-2 ICE HTDM1500 MAIN GYM NOTES FOR AIR COOLED WATER CHILLER SCHEDULE. �1 SIDE CLEARANCE MINIMUM 4' -0'. Q2 PROVIDE SINGLE POINT POWER CONNECTION (INCLUDE ALL NECESSARY TRANSFORMERS). 0 UNIT PERFORMANCE BASED ON 30% PROPYLENE GLYCOL. ® RATED AT 85' ENTERING CONDENSER AND 45' LEAVING WATER TEMPERATURE. 0 EC TO PROVIDE SEPARATE 11OV, 15 AMP CIRCUIT FOR EVAPORATOR HEATER. 05 EXHAUST FAN AND MIXING BOX MODULES STACKED ON TOP OF SUPPLY FAN, COIL AND FILTER /TRAQ DAMPER /MIXING BOX MODULES. © SUPPLY FAN MODULE WITH HORIZONTAL DISCHARGE STACKED ON TOP OF COIL AND FILTER/TRAQ DAMPER /MIXING BOX MODULES. 07 ALL MODULES INCLUDING SUPPLY FAN (UPBLAST DISCHARGE), COIL AND FILTER /TRAQ DAMPER /MIXING BOX ARE TO BE IN HORIZONTAL CONFIGURATION. ® M.C. TO COORDINATE WITH E.C. ON LOCATION OF ALL DETECTORS PRIOR TO INSTALLATION. 09 UNIT TO BE CAPABLE OF ECONOMIZER COOLING. GAS -FIRED FURNACE SCHEDULE BLDG 500 UNIT NO MFR. MODEL AREA SERVED INPUT MBH OUTPUT MBH MIN. OFM EFFICIENCY % CFM L.A.T. ('F) EXT S.P. MOTOR WEIGHT LBS. ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY DUCT SMOKE DETECTOR FURN. BY REMARKS RPM HP MCA VOLTS 0 GFU -1 ICE HTDM1000 WRESTLING / AEROBICS 300 240 1000 80% 9600 85 0.70 903 10 5070 BLDG 500 460 3 EC EC EC 0.50 0.85 925 20 6040 F33 460 3 EC EC EC FU-2 ICE HTDM1500 MAIN GYM 800 640 750 80% 18000 85 0.70 901 20 6040 EC 460 3 EC EC EC WOMEN'S LOCKER FU -3 ICE H DDM1500 MAIN GYM 800 640 750 80% 18000 85 FU -4 ICE HDM -200 CONCESSIONS / ENTRY 200 164 1700 80% 2800 95 0.70 1202 3 1360 6 460 3 EC EC EC FU- 5 ICE HTDMI500 AUX GYM 800 640 750 80% 18000 85 0.70 901 20 6040 33 460 3 EC EC EC 0.65 1268 2 1360 4 460 3 EC EC - FU -6 ICE HTDM200 TRAINING / CORRIDOR 100 80 600 80% 1400 95 FU -7 ICE HTDM400 WEIGHT ROOM 160 128 600 80% 4800 85 0.55 937 5 2205 10 460 3 EC EC EC NOTES FOR GAS -FIRED FURNACE SCHEDULE 01 2 -STAGE WITH INTERMITTENT PILOT. 02 NATURAL GAS - FIRED. PROVIDE WITH PRESSURE REGULATORS TO REDUCE 2 PSI DELIVERY PRESSURE TO 10" WC. VENT REGULATORS TO ATMOSPHERE. 03 PROVIDE WITH STAINLESS STEEL HEAT EXCHANGERS. ® EC TO PROVIDE A MANUAL STARTER (INCLUDING DISCONNECT). MC TO PROVIDE AND INSTALL A MOTOR RATED RELAY FOR INTERLOCK. OS UNIT TO BE SEPARATED COMBUSTION TYPE. © INSTALL WITH "Y" SPUTTER DISCHARGE NOZZLE. AIR -TO -AIR HEAT RECOVERY UNIT SCHEDULE BLDG 500 SCHEDULE MFR. MODEL LOCATION AREA SERVED SUPPLY FAN EXHAUST FAN HEAT EXCHANGER COIL DATA WEIGHT (LBS) FILTERS ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY DUCT SMOKE DETECTOR O FURN. BY 4 REMARKS CFM EXT S.P. H.P. CFM EXT S.P. H.P_ CFM MBH REC. SUPPLY TEMP RISE INPUT MBH OUTPUT MBH EFFICIENCY % E.A.T. L.A.T. W.P.D. MCA VOLTS 0 FHRU-1 2 HEATEX - BLDG 500 MEN'S LOCKER 3350 0.70 - 3650 0.50 - - - - - - n 60 s 2' PLEATED 480 3 MFR. EC EC - 2" PLEATED 480 3 MFR. EC EC HEATEX - BLDG 500 WOMEN'S LOCKER 3500 0.60 - 7075 0.65 - - - - - - 60 - - LIGHTI G NOTES FOR HEAT EXCHANGER SCHEDULE MAR. T1 (HE) UNITS TO BE SUPPLIED WITH SINGLE POINT ELECTRICAL CONNECTION. 20 STATIC PRESSURE ARE DUCTWORK AND GRILLES ONLY_ STARTER FURN. BY 03 UNIT TO HAVE ADHERED TO IT AND ON FILTER ACCESS SIDE A 1 -1/2' HIGH BY LENGTH AS REQUIRED BLACK MOP PHENOLIC PLATE WITH WHITE LETTERS (3/16 ") STATING UNIT NUMBER AND AREA SERVING. 04 M.C. TO COORDINATE WITH E.C. ON LOCATION OF ALL DETECTORS PRIOR TO INSTALLATION. 05 UNIT TO INCLUDE BYPASS FOR ECONOMIZER COOLING CAPABILITY. OUTDOOR UNIT SPLIT SYSTEM SCHEDULE 15671 UNIT NO MAR. MODEL LOCATION EER (SEER) COOLING WEIGHT (LBS) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY REMARKS TMBHLO MCA MOP VOLTS 0 CU -1A MITSUBISHI PU12EK LOWER ROOF 10.3 12.5 105 11 15 208 1 MFR E.C. 02 CU -2A MITSUBISHI LOWER ROOF T STAT NA 01 Q v u u Y Y u n L s MITSUBISHI NOTES FOR OUTDOOR UNIT SPLIT SYSTEM SCHEDULE. 10 COOLING CAPACITY MBH 0 957. O.D.D.B. & 67F. W.B., 80'F. D.B. INDOOR 20 PROVIDE SINGLE POINT POWER CONNECTION. PROVIDE POWER TRANSFORMERS AS NECESSARY. L RADIANT CEILING PANEL SCHEDULE UNIT NO MFR. MODEL AREA SERVED SIZE ELECTRICAL REMARKS WATTS VOLTS 1 0 RCP -1 AZTEC CP2501 TICKET -BOOTH 24X24X1 250 120 1 VOLTS 0 FURN. BY FURN. BY FURN. BY FNO MITSUBISHI PK12FK WALL ELEVATOR ROOMMDF 490 37 1 NOTES FOR INDOOR UNIT SPLIT SYSTEM SCHEDULE. 01 PROVIDE UNIT WITH A SINGLE POINT POWER CONNECTION. 03 UNIT TO OPERATE WITH ITS OWN T'STAT INDEPENDENT TO THE DOC SYSTEM. PROVIDE ALL POWER TRANSFORMERS AS NECESSARY. 02 E.C. TO PROVIDE MANUAL STARTER (INCLUDING DISCONNECT). INDOOR UNIT SPLIT SYSTEM SCHEDULE 15781 I=u V m O AREA MODEL LOCATION WEIGHT ELECTRICAL STARTER DISCONNECT INTERLOCKED WITH DUCT SMOKE DETECTOR REMARKS V 0 MFR. SERVED CFM (Ibs) MCA MOP VOLTS 0 FURN. BY FURN. BY FURN. BY FNO MITSUBISHI PK12FK WALL ELEVATOR ROOMMDF 490 37 1 15 115 1 MFR 02 T STAT NA 01 Q v u u Y Y u n L s MITSUBISHI ROO OO M STAGE CU -36 MITSUBISHI LIGHTI G NOTES FOR INDOOR UNIT SPLIT SYSTEM SCHEDULE. 01 PROVIDE UNIT WITH A SINGLE POINT POWER CONNECTION. 03 UNIT TO OPERATE WITH ITS OWN T'STAT INDEPENDENT TO THE DOC SYSTEM. PROVIDE ALL POWER TRANSFORMERS AS NECESSARY. 02 E.C. TO PROVIDE MANUAL STARTER (INCLUDING DISCONNECT). 11 AN J y3 W J W U N J U z 2 U W ►: Z 0 N3 Z w>_ 0 >z 0� O C V) O Z 12 0� 1-- i- Q c 06 Q Z OOO 0� = to U� 2 � E C= o J E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET M1.02 OF: J w I=u V m O V 0 0 s u w r Z A 0 t v u u Y Y u n L s 11 AN J y3 W J W U N J U z 2 U W ►: Z 0 N3 Z w>_ 0 >z 0� O C V) O Z 12 0� 1-- i- Q c 06 Q Z OOO 0� = to U� 2 � E C= o J E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET M1.02 OF: J r EXHAUST FAN SCHEDULE UNIT NO MFR. MODEL LOCATION CONFIGURATION AREA SERVED PERFORMANCE BACKDRAF DAMPER SPEED CONTROL CONTROLLED BY OR INTERLOC KED WITH LECTRICA STARTER FURN. BY DISCONNECT FURN. BY REMARKS CFM EX. S.P. WEIGHT (Ibs) ELECTRICAL VOLTS 0 EFi -1 COOK ACRD 13510D BLDG 100/200 ROOFTOP SCIEFUMERHOOD206 1000 0.25 EFFICIENCY CFM YES NO HOOD SWITCH 120 1 VOLTS o RPU -i EFi -2 COOK ACRUD 9OR15DH BLDG 100/200 ROOFTOP SCIENCE PREP 207 315 0.25 36.3 rRPMHP YES NO AHU -5, AHU -6 120 1 1075 ® 626 EF1 -3 COOK ACRU 13510D BLDG 100/200 ROOFTOP SCIEFUME PREP 1000 0.25 TRANE YSCO36 YES NO HOOD SWITCH 120 1 ® ® ©0 EF1-4L COOK ACRU 13510D BLDG 100/200 ROOFTOP SCIENCE ROOM 208 1000 0.25 870 1/6 3 MFR EC RPU -3 TRANE YSCO36 YES NO HOOD SWITCH - - 120 -1 ® ® O1 ©OS EFi -5 COOK ACRUD 9OR15DH BLDG 100/200 ROOFTOP SCIENCE PREP 215A 200 0.25 1050 1/8 3 MFR EC RPU -4 TRANE YSCO60 YES NO AHU -4 120 1 ® ® O1 EF1 -6 COOK ACRD 13510D BLDG 100/200 ROOFTOP SCIENCE 1000 0.25 870 1/6 3 MFR EC EC 1 4 5 3 RPU -5 TRANE YSC060 YES NO HOOD SWITCH 120 1 ® ® 0 ©Q EF1 -7 COOK 165SQNi0D BLDG 100/200 INLINE RESTRO FLOOR 1975 0.5 1003 1/2 3 MFR EC EC 1 4 5 3 RPU -6 TRANE YSC060 NO YES VAVI -23A & 23B 120 1 ® ® 06 EF1 -8 COOK ACE 165C101) BLDG 100/200 ROOFTOP TAGE AREA EXHAUSI 1860 0.5 929 1/3 3 MFR EC EC 1 4 5 3 RPU -7 TRANE YSC060 YES YES AHU -2 120 1 ® ® Oj 03 EF1 -9 COOK ACE 165C10D BLDG 100/200 ROOFTOP ADEXHAUST 2440 0.5 1050 1/3 3 MFR EC EC 1 4 5 3 RPU -8 TRANE YSC072 YES NO AHU -1 120 1 ® ® 00 EF1 -10 COOK 90SQN10D BLDG 100/200 INLINE STORAGE 108 180 0.3 1113 1/6 3 MFR EC RPU-91 TRANE YSC060 NO YES VAV1 -15 120 1 ® ® 10 EF1 -i1 COOK - SPD lOS15D BLDG 100/200 WALL ELECTRICAL ROOM 280 0.125 1450 1/25 3 MFR €C - 1 4 5 3 RPU -10 TRANE YSCO60 YES NO TSTAT 120 1 ® ® Oi EF1 -12 COOK SPD lOS15D BLDG 100/200 WALL MECH ROOM 520 0.125 1450 1/25 3 MFR EC EC 1 4 5 3 RPU -i1 TRANE YSC048 YES NO TSTAT 120 1 51.4 51.4 100% EFi -13 COOK VCR -HP 30OV11B BLDG 100/200 ROOFTOP KITCHEN HOODS 8583 0.2 870 5 3 MFR EC - RPU -12 TRANE YCD024 NO NO HOOD SWITCH 460 3 EC EC O1 EF1 -14 COOK VCR -HP 30OV11B BLDG 100/200 ROOFTOP CONVECTION OVEN 600 0.7 1700 1/6 3 MFR EC - 1 4 5 3 RPU -13 TRANE YSCO60 NO NO INTERLOCK 120 1 ® ® Q EF1 -15 COOK ACRU -B 10OR2B BLDG 100/200 ROOFTOP DISHWASHER 600 0.5- 1520 i/6 3 3 MFR MFR EC EC - - 1 4 5 3 RPU -14 TRANE YCDO18 YES NO INTERLOCK 120 1 ® ® 01 50 EFI -16 COOK 150SQN17D BLDG 100/200 INLINE KITCHEN HOOD MAKEUP AIR 2670 0.8 1725 1 NO NO INTERLOCK 460 3 EC EC 01 EFI -17 COOK 150SQN17D BLDG 100/200 INLINE KITCHEN HOOD MAKEUP AIR 2480 0.9 1725 1 NO NO INTERLOCK 460 3 EC EC t O EF3 -1 VENT -A -KILN 1654 KILN ROOM INLINE KILN HOOD 500 0.30 3450 1/2 NO NO KILN HOOD 115 1 MFR MFR 20 EF3 -2 VENT -A -KILN 1654 KILN ROOM INLINE KILN HOOD 500 0.30 3450 1/2 NO NO KILN HOOD 115 1 MFR MFR 20 EF3 -3 COOK 165RIOD BLDG 300 ROOFTOP AQUA 314 2065 0.33 1075 1/3 YES YES RPU SYSTEM 115 1 EC EC 03 EF3 -4 COOK 36U111) BLDG 300 ROOFTOP METAL SHOP 14000 0.1 1140 2 YES YES PRESSURE SENSOR 480 3 MC MC 07 EF3 -5 COOK 165RIOD BLDG 300 ROOFTOP HOME EC 1950 0.35 919 1/3 YES YES RPU 10 120 1 ® ® 01 03 EF4 -1 COOK i50R10D BLDG 400 ROOFTOP SCIENCE 411 2000 0.30 1075 1/3 YES YES EMBUTTONYFP6SH 120 1 ® ® 01 03 EF4 -2 COOK GN -520 BLDG 400 INLINE PREP N409 300 0.35 1115 1/16 YES YES - 120 1 ® ® 00 EF4 -3 COOK GN -420 BLDG 400 INLINE CONC ,SOSIONS 200 0.35 970 1/20 YES YES CCUPANCY SENSOR 120 1 ® ® 10 20 EF4 -4 - - BLDG 400 - SCIENCE 411 FUME HOOD - - - - - EF5 -i COOK 10SP15D BLDG 500 WALL ELECTRICAL ROOM 600 0.125 1450 1/20 YES YES TSTAT 120 1 EF5 -2 COOK 10SP15D BLDG 500 WALL MECHANICAL ROOM 250 0.125 1135 1/20 YES YES TSTAT 120 1 NOTES FOR EXHAUST FAN SCHEDULE 01 ALL EXHAUST FANS TO BE WIRED FROM MOTOR TO BOX ON EXTERIOR OF FAN ENCLOSURE. 02 SPEED CONTROL TO BE FACTORY WIRED TO THE OUTSIDE CABINET OF INLINE FANS. 03 SPEED CONTROL TO BE FACTORY WIRE TO THE INSIDE HOUSING OF ROOFTOP FANS. ® EC TO PROVIDE AND INSTALL MANUAL STARTER (INCLUDING DISCONNECT). MC TO PROVIDE MOTOR RATED RELAY FOR CONTROLS INTERLOCK. 05 PROVIDE WiTH STAINLESS STEEL BACKDRAFT DAMPER. © PROVIDE WiTH 2 -SPEED MOTOR_ 07 PROVIDE NTH VFD CONTROL (15170). VFD AND DISCONNECT TO BE INSTALLED IN DOG HOUSE ADJACENT TO EF3 -4. SEE ARCHITECTUAL DRAWINGS. GAS- FIRED ROOFTOP PACKAGED UNIT SCHEDULE - BLDG 300 UNIT NO MFR. MODEL LOCATION SERVED (SEER) COOLING CAPACITY HEATING e o BLOWER r V WEIGHT (Ibs) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY DUCT TESMORE FURN. BY REMARKS EWB EAT TOTAL MBH SENS. ®85F ECONOMIZERINPU MBH EFFICIENCY CFM MIN. OSA EX. S.P. (IN. WC) FAN RPM HP MCA VOLTS o RPU -i TRANE YSCO3 ROOF PLANT SCI. (10.7) 67 85 40.6 36.3 100% 60 80% 1440 495 0.40 1075 1.0 626 9.2 460 3 MFR EC RPU -2 TRANE YSCO36 ROOF AQUA (10.7) 67 85 40.6 36.3 100% 60 80% 1440 495 0.35 1075 1.0 626 9.2 460 3 MFR EC RPU -3 TRANE YSCO36 ROOF AG (10.7) 67 85 40.6 36.3 100% 60 80% 1440 495 0.40 1075 1.0 626 9.2 460 3 MFR EC RPU -4 TRANE YSCO60 ROOF FLORAL (10.2) 67 85 68.3 63.3 100% 80 81% 2350 580 0.35 1075 1.0 668 16 460 3 MFR EC EC 1 4 5 3 RPU -5 TRANE YSC060 ROOF CLASSROOM (10.2) 67 85 66.5 58.8 100% 80 81% 1985 480 0.40 1075 1.0 668 i6 460 3 MFR EC EC 1 4 5 3 RPU -6 TRANE YSC060 ROOF ARTS (10.2) 67 85 66.2 58.6 100% 80 81% 1925 465 0.60 1075 1.0 668 16 460 3 MFR EC EC 1 4 5 3 RPU -7 TRANE YSC060 ROOF PHOTOGRAPHY (10.2) 67 85 67.7 61.6 100% 80 81% 2200 700 0.55 1075 1.0 668 16 460 3 MFR EC EC 1 4 5 3 RPU -8 TRANE YSC072 ROOF POTTERY 10.2 67 85 73.8 61.5 100% 80 81% 1920 465 0.55 1075 1.0 881 17.6 460 3 MFR EC RPU-91 TRANE YSC060 ROOF COMP. LAB (10.2) 67 85 65.3 55.9 100% 60 81% 1760 375 0.30 1075 1.0 668 16 460 3 MFR €C - 1 4 5 3 RPU -10 TRANE YSCO60 ROOF HOME EC. (10.2) 67 85 66.3 36.3 100% 80 81% 1940 465 0.60 1075 1.0 668 16 460 3 MFR EC EC 1 4 5 3 RPU -i1 TRANE YSC048 ROOF COMP. LAB (10.0) 67 85 51.4 51.4 100% 60 80% 1280 300 0.35 1075 1.0 651 12.8 460 3 MFR EC - RPU -12 TRANE YCD024 ROOF OFFICE /STAFF 9.1 67 85 24.1 24.1 100% 40 78% 750 150 0.30 1080 1.0 364 15.7 460 3 MFR EC - 1 4 5 3 RPU -13 TRANE YSCO60 ROOF COMP. LAB (10.2) 67 85 65.0 65.0 100% 60 81% 1600 375 180 0.35 0.35 1075 1080 1.0 1.0 668 357 16 13.2 460 460 3 3 MFR MFR EC EC - - 1 4 5 3 RPU -14 TRANE YCDO18 ROOF COMP. LAB 9.35 67 85 17.6 17.6 100% 40 78% 450 NOTES FOR ROOFTOP PACKAGED UNIT SCHEDULE 01 PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION KIT. 20 SUPPLY WITH OVER -SIZE MOTOR AND SHEAVES. 03 0 -10 VDC EMCS INTERFACE PROVIDED BY MANUFACTURER_ ® NATURAL GAS - FIRED. PROVIDE WITH PRESSURE REGULATORS TO REDUCE 2 PSI DELIVERY TO 10' W.C. 05 PROVIDE WITH BAROMETRIC RELIEF. © EC TO PROVIDE LOW STATIC DRIVE. z a e l- _ LLJe e o ® r V N r w i 0' n � W Y Y � M i V 3 � n } s u `yz Cd LLJ /1 11 W J O w 2 N J U Z w sm Z 0 H3 Z E Q!f N W >- 0 O N O Z O� H � Q GV Q 0* Z J h 00 O� = vUi <2 O J E W PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET M1.03 OF: L J L I, \O I i I t I \ � I \ I i I I I I I _ SEE kiG11aQ X1.1 T"m 11e rLAN REFLECTED CEILING PLAN: BUILDING - 100/200 (MAIN LEVEL) n S E ®W Scale: 1 /a,= 1'-0" N z w L} q O E O ® C EO C u N N w 3 Y u T N 36 '� y3 w J z CQ C7 N C) O z m z J ,a. V z _J W W U Lu J LL Lu z O N z Lu <O< G O W C N O z "- OZ) Q CV 0 O Q z J O° H O O t u U� � r= V = O E W PROJECT: 23025 DRAWN: Tf DATE: 13 FEB 2004 SHEET M2.11 a OF: I i rKEY PLAN: ;I REFLECTED CEILING PLAN: BUILDING - 100/200 (MAIN LEVEL) Scale: IM = T-0" /1 11 J W W J Q pN_ O z J_ C13 z J CL 0 z J_ W U 0 w J LL- W C✓ UMn z O N z E w >- O� O C N O z ; O� C�1 QO Z J N 00 O � N U� o E 2 0 E w 7 PROJECT: 23025 DRAWN: 17 DATE 13 FEB 2004 S SHEET E(Dw M2.1 1 b N OF: L J z _0 _p w Y � µ C 3 O O EEE ® i u �9 w • q ® Y � M y S u � y Y T /1 11 J W W J Q pN_ O z J_ C13 z J CL 0 z J_ W U 0 w J LL- W C✓ UMn z O N z E w >- O� O C N O z ; O� C�1 QO Z J N 00 O � N U� o E 2 0 E w 7 PROJECT: 23025 DRAWN: 17 DATE 13 FEB 2004 S SHEET E(Dw M2.1 1 b N OF: L J a C7 ca C.d C.5 L ___________________________ __ ___ __ ___________ _______ _ ___ __ ____- _-- ______-- _- ____ - -_j . 0 C �; - C2 'dal C.,) REFLECTED CEILING PLAN: BUILDING - 100/200 (MAIN LEVEL) KEY PLAN Scale: 1/S"= V-9, JAN J �3 Ib I.W41 J W W J z i O N O O 0 z D J_ co z Q CL 0 z J_ W U 0 w J LL W w z 0 H3 z E w � 0� O t/7 O z 0� F- F- �C 106 Q z J `-^ 0r- t 2 VVi U� N •� C7 E 20 E as qz LLJ O DATE: 13 FEB 2004 O a• C E ® t s/� u N !� �9 M • Z` p 0 „ M V Y u 2 F ° R � s JAN J �3 Ib I.W41 J W W J z i O N O O 0 z D J_ co z Q CL 0 z J_ W U 0 w J LL W w z 0 H3 z E w � 0� O t/7 O z 0� F- F- �C 106 Q z J `-^ 0r- t 2 VVi U� N •� C7 E 20 E J PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 S SHEET E(Dw M2.11 C N OF: J 4 i 1 I i I I I I \ \ I I \ I !a! I ! ! i Y SEE Y21� SEE 1121& Jp .J (A21 - -- A.3 KEY PLAN REFLECTED CEILING PLAN: BUILDING - 100/200 (UPPER LEVEL) E s -0 Scale: ®W N z zla a g Lu e ^ e a ® e E u (� N u N • p Z{ ®' n � V W Y � yyy � Y �{ V SSSt 4 Y n � R LLJ { IJ 3� J LL w J W a- QM V (V 1 Z J_ m z CL ^ V z J_ W U Cl Lu w J LJ- ui Ce Z O H3 zE w 0 W OC� 0 .60 to 0 z" L O� F..— ♦- Q CV 06 Q z 1.!Q 0 O-C N Uz- N .E E 2 0 E PROJECT: 23025 DRAWN: T1 DATE 13 FEB 2004 SHEET M2.12a OF: a �J ECTED CEILING PLAN: BUILDING - 100/200 (UPPER LEVEL) Scale: 1/81, = 1'-0" '1 Jill IJ �� J w W J <Y W CL CL o� N O O Z J_ an Z J ,a. V z _J W U D Lu F— w J LL W w N3 z� W >- Q >�, O� O N O Z� L O� Q CV Q O Z J -�2 O Os U� N ._ = 7 3 E S o E 7 PROJECT: 23025 DRAWN: TI DATE: 13 FEB 2004 S SHEET E(Dw M2.12b N OF: J L qz �5 N Li Y c�� O O O EO ® i V N w r Zt ® Y � 3 Y S u V I 3 Y u 1L s '1 Jill IJ �� J w W J <Y W CL CL o� N O O Z J_ an Z J ,a. V z _J W U D Lu F— w J LL W w N3 z� W >- Q >�, O� O N O Z� L O� Q CV Q O Z J -�2 O Os U� N ._ = 7 3 E S o E 7 PROJECT: 23025 DRAWN: TI DATE: 13 FEB 2004 S SHEET E(Dw M2.12b N OF: J L F 1c - -- -- - C2 C.5 REFLECTED CEILING PLAN: BUILDING - 100/200 (UPPER LEVEL KEY PLAN Scale: 1/8" = 1'-01 1 Milli V IJ y3 J LL w J Lu CL CI ZD S 0 CID0 r 1 Z J_ z J 'a- V z _J W U F- W J LL- LL w m N3 z� Lu �- o O� O cn o z" O� CV Q (] Z J 'n OC N U� C E C= 0 JC Lu N PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 5 SHEET E ®W M2.12c N OF: a M N Y d � u Y O O • O Q �1■ V >A • ZS p �0 V Vf 3 Y S du I Y Y Q o r A V �= r LLJ L t 1 Milli V IJ y3 J LL w J Lu CL CI ZD S 0 CID0 r 1 Z J_ z J 'a- V z _J W U F- W J LL- LL w m N3 z� Lu �- o O� O cn o z" O� CV Q (] Z J 'n OC N U� C E C= 0 JC Lu N PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 5 SHEET E ®W M2.12c N OF: 1 5 L I , o-- I 1 - - -- -- I I I I I `J I i 4x1 18"x1 8"-P" EXHAUST WPL STORAGE 314 imm �Lf17 M -1 1111- 071 I G B O r-- - - - - -- - - - -- -------- ------ - ----------------------------------- � I I I I I I , _ n I , 1 1 , , I I , I STORAGESHEO T I \ I TO RPU 5 1 I 1 I , EI —20 20 T 0 B 24x20 TGS — I x\0/1 i x12 RG 34x44 EG 14000 CFM i - 12x12 CD -4 / 10x6 SO 265 FM STS �\ 155CFM nE� CFMEG 3m � 1 _ - _ _ _ _ -_ _ ___J 9x9 CD -4 115CFM H� 303 J 10x6 SDS t ` ® B\ 155CFM I i 0«1 I , 12x12 RG© 12x12 R 6 J 10x6 SD �Q STAR \1 55CFM , - E GH FiQ :FM � t 2123x0C12 F M C D 4 G_ _ ® 12x12 CD -4 4 j 205CFM of 10x6 \ 155CFM I , t _ TO MUA -1 4327x234 TGSO T { k�6 F TYP 5 OF 3i waoo a B ® METAl3TORAGE '_ { 4 { ❑"– 337 t 8x8 EG ® r - -- - - - - 170 CFM 0 1 F H OR ® 8x8 EG 0 Ru 317 t 0 I 160CFM + GiRLS _ ELEC. T a3y { 12x1 CD- 9 311 30 TO P I _ { 7 M ?. fm 8x8 EGH 160CFM LI 1 T RPU 4 JANFOR * + 1 318 t I x fi0C-F I , _ - -- - -T-- - - -- - I , I , 1 I I I , I , I , �3) i — — 314 I J 60CF t t C M 313 RPIW -14 - - -, i t , I I , ®� ®� 12 x I - , - — - — _ - — 2x12 RG ® 12x12 CD -4i - TO R 0 -25CFM _ (TYP. OF 2) I I { 24x24 RG 1 12x1 CD- t t 1 Ld , G I PU $CIB•!CE I RPU' 3 — N 12 D -4 I I I o v I i I I I II i 1 1 i t -r I I I I I �, I I �J I I I I I I I I I � I I r� I I° 4 1 ____�_ I I , 5 J'S- - - - - -- REFLECTED CEILING PLAN: BUILDING - 300 Scale: 1/8 "= 1'-(Y' KEY PLAN z v. 9 a w:;!! LuY y D L'R >o ® ° I q) !9 N N Z O C s ® Y I Y � � s �1 11 1 14ANA i A l 19id– I3 O (Y) T z Cf7 Z Q 0- z J ED W U Lu J !L LLJ R H3 a) W >- O O C V) 0 zLl l F- Q CV Q Z J N 0 0� Z t� U� V E 2 o E Lu N PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET S M2.13 E ®W OF: N w a- -- - - - - - - -- - ---- - - - - - -- - -- - - -- - CONSTRUCTION NOTES G GENERAL NOTE ( U USE EXISTING GRILLE, BALANCE TO SPECIFIED AIR FLOW. 1 1. LOUVERS SHOWN ARE MINIMU S SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS F R R EXACT SIZE AND LOCATION OF L LOUVERS. THIS Q2 1 18x35 RELIEF WPL C CONTRACTOR IS TO PROVIDE L LL SIZE LOUVER AS SHOWN ON A ARCHITECTURAL 30 P PROVIDE LINED SOUND BOOT FULL SIZE OF GRILLE. SHALL CONSIST OF AT LEAST E ELEVATIONS INCLUDING BUT N T T LIMITED TO HIDDEN MULLIONS, L LOUVER EXTENSIONS, 3' OF DUCT AND ONE ELBOW. A AND LOUVER SHAPES. COLOR T TO BE SELECTED BY ARCHITECT. A ANY LOUVER AREA ® S SIDEWALL TRANSFER GRILLE TO BE LOCATED ABOVE STAFF ROOM CEILING. P NOT USED FOR DUCTWORK SHALL B BE BLANKED OF WITH SHEET M METAL. GC TO PROVIDE INSULATION FOR BLANKED O OFF SECTIONS AND PAINT OTHER S SIDE FLAT QS S SIDEWALL TRANSFER GRILLES TO RELIEVE PLENUM INTO METAL SHOP_ B BLACK. COLOR TO BE SELEC E ED BY ARCHITECT. © R RELIEF GRILLE OPEN TO METAL SHOP. O7 R REMOVE, CLEAN, AND RE- INSTALL a— — 1 - - - - - — - - — - — - - - - — - — - - - -- - - - - o-- I 1 - - -- -- I I I I I `J I i 4x1 18"x1 8"-P" EXHAUST WPL STORAGE 314 imm �Lf17 M -1 1111- 071 I G B O r-- - - - - -- - - - -- -------- ------ - ----------------------------------- � I I I I I I , _ n I , 1 1 , , I I , I STORAGESHEO T I \ I TO RPU 5 1 I 1 I , EI —20 20 T 0 B 24x20 TGS — I x\0/1 i x12 RG 34x44 EG 14000 CFM i - 12x12 CD -4 / 10x6 SO 265 FM STS �\ 155CFM nE� CFMEG 3m � 1 _ - _ _ _ _ -_ _ ___J 9x9 CD -4 115CFM H� 303 J 10x6 SDS t ` ® B\ 155CFM I i 0«1 I , 12x12 RG© 12x12 R 6 J 10x6 SD �Q STAR \1 55CFM , - E GH FiQ :FM � t 2123x0C12 F M C D 4 G_ _ ® 12x12 CD -4 4 j 205CFM of 10x6 \ 155CFM I , t _ TO MUA -1 4327x234 TGSO T { k�6 F TYP 5 OF 3i waoo a B ® METAl3TORAGE '_ { 4 { ❑"– 337 t 8x8 EG ® r - -- - - - - 170 CFM 0 1 F H OR ® 8x8 EG 0 Ru 317 t 0 I 160CFM + GiRLS _ ELEC. T a3y { 12x1 CD- 9 311 30 TO P I _ { 7 M ?. fm 8x8 EGH 160CFM LI 1 T RPU 4 JANFOR * + 1 318 t I x fi0C-F I , _ - -- - -T-- - - -- - I , I , 1 I I I , I , I , �3) i — — 314 I J 60CF t t C M 313 RPIW -14 - - -, i t , I I , ®� ®� 12 x I - , - — - — _ - — 2x12 RG ® 12x12 CD -4i - TO R 0 -25CFM _ (TYP. OF 2) I I { 24x24 RG 1 12x1 CD- t t 1 Ld , G I PU $CIB•!CE I RPU' 3 — N 12 D -4 I I I o v I i I I I II i 1 1 i t -r I I I I I �, I I �J I I I I I I I I I � I I r� I I° 4 1 ____�_ I I , 5 J'S- - - - - -- REFLECTED CEILING PLAN: BUILDING - 300 Scale: 1/8 "= 1'-(Y' KEY PLAN z v. 9 a w:;!! LuY y D L'R >o ® ° I q) !9 N N Z O C s ® Y I Y � � s �1 11 1 14ANA i A l 19id– I3 O (Y) T z Cf7 Z Q 0- z J ED W U Lu J !L LLJ R H3 a) W >- O O C V) 0 zLl l F- Q CV Q Z J N 0 0� Z t� U� V E 2 o E Lu N PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET S M2.13 E ®W OF: N w 8x8 EGH 160CFM LI 1 T RPU 4 JANFOR * + 1 318 t I x fi0C-F I , _ - -- - -T-- - - -- - I , I , 1 I I I , I , I , �3) i — — 314 I J 60CF t t C M 313 RPIW -14 - - -, i t , I I , ®� ®� 12 x I - , - — - — _ - — 2x12 RG ® 12x12 CD -4i - TO R 0 -25CFM _ (TYP. OF 2) I I { 24x24 RG 1 12x1 CD- t t 1 Ld , G I PU $CIB•!CE I RPU' 3 — N 12 D -4 I I I o v I i I I I II i 1 1 i t -r I I I I I �, I I �J I I I I I I I I I � I I r� I I° 4 1 ____�_ I I , 5 J'S- - - - - -- REFLECTED CEILING PLAN: BUILDING - 300 Scale: 1/8 "= 1'-(Y' KEY PLAN z v. 9 a w:;!! LuY y D L'R >o ® ° I q) !9 N N Z O C s ® Y I Y � � s �1 11 1 14ANA i A l 19id– I3 O (Y) T z Cf7 Z Q 0- z J ED W U Lu J !L LLJ R H3 a) W >- O O C V) 0 zLl l F- Q CV Q Z J N 0 0� Z t� U� V E 2 o E Lu N PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET S M2.13 E ®W OF: N w 0 L CONSTRUCTION NOTES 0 INSTALL ORIGINAL RETURN GRILLE REMOVED DURING DEMOLITION. Q BALANCE EXISTING GRILLE /DIFUSER TO MATCH NEW AIFLOWS. Q3 INSTALL ORIGINAL T'STAT REMOVED DURING DEMOLITION. ® INTERLOCK OCCUPANCY SENSOR WITH MOTORIZED DAMPER LOCATED IN SUPPLY DUCT SERVING SCIENCE PREP 409. Q5 INSTALL T'STAT REMOVED FROM NEW PSYCH OFFICE 408 DURRING DEMOLITION. ( - n O 8 A I I I ------------------`-------------- I I I _ I _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------- - - - - -- - -- I I I_ I I I I I I I I I I I I I I I I I I I I I I I I I I REFLECTED CEILING PLAN: BUILDING - 400 Scale: 1118" = F-9' 1 A poi -4d-3 0 0 C� z J Z J 'd V z _J LL uj U I.- L J L.L. LL w O tV Z Lu >- 0 >� O c 12 O C,6 U N o Z "- ;n O� H � n C, Q Z J � O N N •1r E I o E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET S M2.14 E ®W OF: N I Z p 4 4 .. LuW C O e ® t u H t� �J N ZS �® Y U uY u Y � Y y£ . 1 , ' " ' i 1 A poi -4d-3 0 0 C� z J Z J 'd V z _J LL uj U I.- L J L.L. LL w O tV Z Lu >- 0 >� O c 12 O C,6 U N o Z "- ;n O� H � n C, Q Z J � O N N •1r E I o E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET S M2.14 E ®W OF: N I Q 4 I I I I r - - -- I I I , I i I I' I � I I I I �`�� I 1 I I I I ^ 1 I Q I 48x66 HDR 2O 1 48x66 HDR O2 ----------- (TYP. OF 2) n Tr TT rr r - n I I I 1 1 1 1 I I I I I I I I I I I I I I I I 1 I WRESTLING/ 1 1 1 1 1 1 1 1 1 AEROBICS ROOM I I y 1 I 1! 1 ..� II II II II II 40x12 DS F --w- I 4i.; I LH 1600 CFM ii II II it `iii 1! 11 (1YP. OF 6) t _7K ____________ -- �+,�4- ,U- ,L+- ,� -i--, - - — - - - -; I111111111111I - - — - - — - - �'Y rl�i�� rl IIIIII 1111111 1 1 1 1 1 1 L.1 IOkp CFM DS II II II II I/ OF 4 1 1 1 1 14 1 1 1 ) 1 11 it 1 1 11 11 11 LLI I.J J-L LLL LLH I "7777, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I XI I I I I I 1 1 1 1 1 I I I I I I I I I 7-,1 I I I n I��II I \ f! II II II II II II II II _ I I I I I I--- --------------- II I I f N 11111 11111111 I - 1-1-L+ LI i- -F-F -} t- I _ _ _ _ _ 48x48 RGS 0 TO GFU -1 LI IJ �iiiiL LL V VESTIBULE �., 8600 CFM H 534 .I ' T I I I I I I I I I I I I I I ---- _J 20x20 EGH 1000 CFM DRYING ROGM 1 1 1 I I I 1 1 1 I 1 1 1 I I I I I I I I t l I I I I 1 1 1 1 24x24 CDH -4 1000 CFM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 it it 1 1 I I I I I I I I I I I I I I O II 1111 II II II II II �II It I II 11 II it V 7rtwa12 CDH -4 Firs �Ll IJ JI ILLLLLH I ® X50 CFM ii ii lii ii ii iIi ii 11 cYNM 1 C YP. OF 3) j vARS I I '-+, '+ '+,I- -, lox 1 1 1 1 1 1 1 1 1 1 1 I (IIII �Illilll 1 1 12x72 CDH -3 1 300 CFM p®� �❑® Bol i8Mli ,10 15 DS Ing I�I 0 CFM 1 22x22 EGH 11 li a , 1( OF 4) 1200 CFM C4 8x8 EG l e T 11 It 1 i� 1 11 11 11 vARsrBOYS CFM IUr �x� II GdHn21 1 I 1 1 1 1 SHOW '--V 1 1801 (CFM 1 I 1 1 I 11 ii SQ 54U 1 11 it 11 11 11 11 11 ELI IJJI IL LL LL STAFP 11 II II II 1 9x9 CD -4 1 LOCK(F it It 11 11 11 11 11 1 1(j1 1 it 11 150 CFM 1 1 1 1 1 1 1 11I1n -1 1 ii 1 1 p 80 sHO 9x9 S(39 -4 1 9 91 Ham' ® - 15M 1 1 112(+�IM 1 1 1 1 1 1 1 1 1 22x22 EGH -� - II 18ziEGFii III 1300 CFM j, -}- 'ter{ --' — 8x8 EG I It I I I 1 1 1 I I I I I I I 40 CFM I I 1 1 1 H T 0 1 I I I I I I I I I I I I I I I I I I] it 11 I] I I [I t t TO U 11 it I] [I 11 1 1 1 �-• - G a-• -- - - -FIL 2 1 u , ITO u. D 1 I P.E BOYS 3 125MCFH T 12x12 CDH -4 375 CFM 72x30 RGS T PEB0 /5P. OF 4) t 11500 CFM -. CO OM O VESTIBULE l IJ"�I 1 sa I I I I Ir I ------ ____ -L__, I _ I I 1 I I I I I I _ I n - rrTT TT- n 1 1 1 1 1 1 I��1I I I I ------------------------------------ _ _ - 1 1 __32x�fi R- 7777__ - 7777 -__= 67iE1DK = -- 1 - _ ________ _ �-_ -__ -_ --7— TT- ------------- __ ----- n-----= f-- n------ T------ r-- }=-= f--- r - - - = -� w 1!1!111 IIIIII 40x15 DS II 2 ,.p }x121CO -Z 3501 CFA4, 2250 CFM .L� 1 ;iii iiy ii ii 1 1 Iii �®❑� (TYP.OF4) 1 48x66 HDR O2 ----------- (TYP. OF 2) n Tr TT rr r - n I I I 1 1 1 1 I I I I I I I I I I I I I I I I 1 I WRESTLING/ 1 1 1 1 1 1 1 1 1 AEROBICS ROOM I I y 1 I 1! 1 ..� II II II II II 40x12 DS F --w- I 4i.; I LH 1600 CFM ii II II it `iii 1! 11 (1YP. OF 6) t _7K ____________ -- �+,�4- ,U- ,L+- ,� -i--, - - — - - - -; I111111111111I - - — - - — - - �'Y rl�i�� rl IIIIII 1111111 1 1 1 1 1 1 L.1 IOkp CFM DS II II II II I/ OF 4 1 1 1 1 14 1 1 1 ) 1 11 it 1 1 11 11 11 LLI I.J J-L LLL LLH I "7777, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I XI I I I I I 1 1 1 1 1 I I I I I I I I I 7-,1 I I I n I��II I \ f! II II II II II II II II _ I I I I I I--- --------------- II I I f N 11111 11111111 I - 1-1-L+ LI i- -F-F -} t- I _ _ _ _ _ 48x48 RGS 0 TO GFU -1 LI IJ �iiiiL LL V VESTIBULE �., 8600 CFM H 534 .I ' T I I I I I I I I I I I I I I ---- _J 20x20 EGH 1000 CFM DRYING ROGM 1 1 1 I I I 1 1 1 I 1 1 1 I I I I I I I I t l I I I I 1 1 1 1 24x24 CDH -4 1000 CFM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 it it 1 1 I I I I I I I I I I I I I I O II 1111 II II II II II �II It I II 11 II it V 7rtwa12 CDH -4 Firs �Ll IJ JI ILLLLLH I ® X50 CFM ii ii lii ii ii iIi ii 11 cYNM 1 C YP. OF 3) j vARS I I '-+, '+ '+,I- -, lox 1 1 1 1 1 1 1 1 1 1 1 I (IIII �Illilll 1 1 12x72 CDH -3 1 300 CFM p®� �❑® Bol i8Mli ,10 15 DS Ing I�I 0 CFM 1 22x22 EGH 11 li a , 1( OF 4) 1200 CFM C4 8x8 EG l e T 11 It 1 i� 1 11 11 11 vARsrBOYS CFM IUr �x� II GdHn21 1 I 1 1 1 1 SHOW '--V 1 1801 (CFM 1 I 1 1 I 11 ii SQ 54U 1 11 it 11 11 11 11 11 ELI IJJI IL LL LL STAFP 11 II II II 1 9x9 CD -4 1 LOCK(F it It 11 11 11 11 11 1 1(j1 1 it 11 150 CFM 1 1 1 1 1 1 1 11I1n -1 1 ii 1 1 p 80 sHO 9x9 S(39 -4 1 9 91 Ham' ® - 15M 1 1 112(+�IM 1 1 1 1 1 1 1 1 1 22x22 EGH -� - II 18ziEGFii III 1300 CFM j, -}- 'ter{ --' — 8x8 EG I It I I I 1 1 1 I I I I I I I 40 CFM I I 1 1 1 H T 0 1 I I I I I I I I I I I I I I I I I I] it 11 I] I I [I t t TO U 11 it I] [I 11 1 1 1 �-• - G a-• -- - - -FIL 2 1 u , ITO u. D 1 I P.E BOYS 3 125MCFH T 12x12 CDH -4 375 CFM 72x30 RGS T PEB0 /5P. OF 4) t 11500 CFM -. CO OM O VESTIBULE l IJ"�I 1 sa I I I I Ir I ------ ____ -L__, I _ I I 1 I I I I I I _ I n - rrTT TT- n 1 1 1 1 1 1 I��1I I I I I I u�r w Lu O I I I I I I IJ I I I I I I I I I I ✓ I I I I I I I I I i t I I I I I I I I I I I I I I I I u N Illillllllllll II w 1!1!111 IIIIII 40x15 DS II 2 ,.p }x121CO -Z 3501 CFA4, 2250 CFM .L� 1 ;iii iiy ii ii 1 1 Iii �®❑� (TYP.OF4) ii UU YY � it it ii I I 1 I y y s � a3y u SUIR�AY h..{J IJ II LLLU It 1 1 1 1 1 1 1 I I I I I I I I I I 1-i I I I I 574 I I I I 11 I I I I I I 1 1 1 1 1 1 1 1 I I I I i t 11 I I I I I 11 I I I I TO GFU -6 ! ~- II II II"f" II II � II I I I I I I I I I I I I 1 1 I I 1 1 1 1 1 - - - - - - -j-h't t' 1 +r-1 1- I 1 1 I I I I I I I I I - f I I I I 1 I I I I I I I I I I I I I I I I I I I I I I H1 I I I I I I I I I I I I I I I I I I I 1 1 I !11111,1111111 rl ! -- HJJJIIL LLLI i l l l l l l l l l 1! I I I I I I I I I I I!� l l l l I I I I I I I I I I I I I I I I I I I i l I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I 1 1 1 1 !! I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I I I I I I I I i t I I I I I I I I I I I I I I I I I I I I I I I I I I z 1 1! I I I I I I I I I I! I I I I I I I I I I I I I I I I I I I I I I I I HJJJ 111 LLLI I I 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1� 1 it 11 11 1 1 1 I I I I 11111111111111 IIIIII ly'IIIII II � � I I I I I I I I I I I I 4005 DS iiiiii I I it 11 I I I I 8x8 EGH 2250 CFM T 140 CFM 1 (TYP. OF 4) 1 1 1 1 H H71 1 1 1 x9 CDH -2 1 -.1- 1 1 1 1 I I I 1 1 1 1 1 1 1 I I 80 CFM V 1 I I I II II II II II II 1 I I II X11 I II II II II II II I I I I I I I I i l I I HJJJII LLLLI ll II II II 11 II I I I I IJ� 11 II it I IIII !I II II II I I I 1 1 I I I I I I'il I I 11 11 I I,, X9 CDH -4 it !!� I it it i l 11 1! 11 120 CFM ++ +++ 11!11!1111!111 8x8 1 1 1 1 BFI 1 �H1 1 II I I I 50 C IIIIIIIIIIIIII H;!;�p !! I! I I I I I I I I I I I I 1 1 1! I I I I I I I I I I I I 1 7 tic TO GFU -5j-J-I��: - - -. 72x30 RGS G T I 11500 CFM - ." _, "" T G 22x22 RG 1 12x12 CD -4 1100 CFM -- ----------------------------- - - - - -- 300 CFM TO GFU- -4 f ,1 . 1 (TYP. OF 4) 1 8x8 EG 100 _ ,9x9 CD -4 8x8 EG 8x8 EG ��- - - - 1 - — - - 1 - - - r - - —�- - -e AYnoeex - —�- - mf -x-20 0 ICFM- 100 CFM 50 CFM Szs j O 0 1 1 12x1CO24a~ 250 CFM 1 BOUND SYSTEM GE 1 STORAGE CONTROL RC - 531 53) 8X 85 CFM 1 � ---------- - - - - -- ------------------------------- - - - - -- e�TM ------------------ - - - - -- 5 I i x12 CD -2' 300 CFM ' \ I WoM KEY PLAN REFLECTED CEILING PLAN: BUILDING - 500 Scale: 1 X = 1'-0" L w SON E z u�r w Lu O e • e ® s q/ !� u N w r ZS A ow UU YY � Y y y s � a3y u V o 4 e r u �= L s 11 J3 O LO Z an O Z J Z W U 0 U w J EL w w O N ZE W >- O� O N O O� C 06 Q Z J N Q O-C U U ) C E U E Lu 7 PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET M2.15a OF: STAIRWAY I I I I I I I I I 1 UPPER LEVEL W Scale: 1 /8" ® = 1'-0 E I I i I I I I _ _ _ — _ I F _ TIIII I I I I I 1 I I _ — _ — _ _ _ _ _ _ _ _ _ _ — _ _ — _ r -- ------------------------------------ - - - - -- --- - - - - -- --- - - - - -� I 1 I I I I 1 I I I _ 1 1-1-1 W9CHT ROOM I I p F-500 I I I I 1 III q III 11 �� L L_______ __ ______LI I I I I I I I I I I I I I I I I I I I I I 16x16 SG I i ,ice — — — — — — — — — — — — — — _ - — - - — - MEalnrucAiTORr ti 'I ii 1202 CO-4 16x161 0 ..0 EF5-1 350 CFM_" ❑ rO_. ♦ ROOM M E C H 4 1 1 C A L ----------------- ------ - - - - -- �ABOVEJ -- -------- - - - --- - - - -- I I I I ® 521 I it I f `�Zxt-2 CD -4 LL a �"� "r —O 300 CFM I —a— T TO GFU -7 40x12 DS 72x60 HDR I1 (TYP. OF 2j T 1200 CFM { l TO EF5 -2 (TIP. OF 4) 1 1 1 1 1 1 14x14 RG 2X24 RGS 1 I TO GFU -61 I 4200 CFM I It I 500 CFM Q Q o � I I 8x8 ECH 10x10IEGH 10x1( EGH 60 C 240 FM 23q CFM tAUWRY I � � I STORAGE i� I 513 Lls – �0 __ - - -_ _ - -_— N +I _ _ _ _ _ _ _ _ u 11--4 1 9x9 CDH -� CRAGE �x9 CDH -3 T 180 CFM sIV 170 CFM I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I 1 I If 1 I I I I I I I 1 j ,, \1 I I I I I I I I I I I I I I 1 rT-i 1 10AiikLS 20x10 DG I I I ti t F S O� s1e M (TYP OF 13) \ If 1 1 1 I I I I 1 ;1 40x12 DS I 1 1 1 11 1500 CFM.1�SpUl, I It I I (TIP. OF �i91d�tS& 1 1 I 8x8 EGH VARSITY ants 50 72x120 HDR 1 140 CFM I n,� 9x9 CD -4 LOCO ROOM II (TYP. OF 2) x9 CDH -2 sIS 1 150 CFM 517 \ } } } } } 1 513 /1 80 CFM ® 22x22 EGH iii ! { 1275 CFM VARE Y(ALS I STAFF 512 1 I 1 L ii it �x8 EG 0 { � o 40 CFM 1 �; I� o a 1 1 VIII x9 CDH -4 tf9 D -4 it 120 CFM 1 FM E. GIRLS 8x8 EGH y '� .Was 1 50 CFM 122x 2 EGH 511 1 8x81EG 1275 CFM 1I + n" 140 �FM 1 It 11 I I I I I I I 1 I I I I 1 11 If 1 TO HRU -2 TO GFU -5 I I I I I I I I OX� I I I.E. GAS I \I I I I I If 11 11 30 LOCKER ROOM - - -- 50' 2ox10 D6 T, ' GS G T (TYPP OF�3) \ ! i79x 0 RGS o 11500 CFM f I I I I �I 111 r I I I I G d 2x12 CD -. 300 CFM )x9 CD -4 208 tFW- - 1 1 Nil - r� CFM III KEY PLAN: 9x9 CD -4 1 HA 200 CFM Q-' 2x12 CD -2---- , }2x12 6D -4 1 300 CFM 250 FM / 11\ 1 -4 EGH _ ® - - —{� 145 CFM 9 1 STORAGE ❑ -------------- ------------------- ® F V/OMFN I I 1 - - -- - - -- - - - -- - - --o 2x12 EGH 12x12EGH 9x9 CDH - 250 CFM 250 6F ® STORAGE 100 CFM11 fYP. OF TYP. OF 2 ❑ �� 10x10 EGH ! ❑® Q 145 CFM { J I 1 i 1 I I - - - - -- -- - - - --- - - - -- - - - - - - -- -------- R- -- � 11 REFLECTED CEILING PLAN: BUILDING -500 ^, W ' , S N Scale: 1 /8" = 1,4r ® E RNA JAI IVA y3 43 CD 10 i Z O Z Z J Lu Lu U Lu J L- LLl Z 0 N Z W r CO C L O �U Z O O� Q CV 06 Q Z J V5 0 O t II = to N �C V 20 E Lu 0 -1 PROJECT: zq DRAWN: Ti L�6 M e O ®a� v O o O 3EE ® V N M M ZS e V M IL 3 � r � �=L s 1 RNA JAI IVA y3 43 CD 10 i Z O Z Z J Lu Lu U Lu J L- LLl Z 0 N Z W r CO C L O �U Z O O� Q CV 06 Q Z J V5 0 O t II = to N �C V 20 E Lu 0 -1 PROJECT: 23025 DRAWN: Ti DATE: 13 FEB 2004 SHEET M2.15b OF: J L Fmi \ j \ GENERAL NOTES 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). 2. LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSTALLATION FOR BLANKED OFF SECTIONS. 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS. PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. CONSTRUCTION NOTES ( PROVIDE SOUND BOOT ON RETURN GRILLE. SEE DETAIL ON SHEET M5.02. Q2 SEE TYPICAL INLINE EXHAUST FAN INSTALLATION DETAIL ON SHEET M5.02. L_ I 1 �1 1 1 1 1 1 1 - 1 1 1 T 1 -__ J -- - ----OA a - A8) 1 \ i \ \ 1 \ SEE Killo U.2 T I I7 (7 SEE E4111c FURRED CEILING PLAN: BUILDING - 100/200 (MAIN Scale: 1/8• = 1'-0" J W W J CZ L Q\ O V Z m Z Q J CL 0 Z J w w ne EY u- W Z O IV Z E O< � < O .60 Z 0 O� C p Q Z J 60 O= Z 4n U N �C V C 2 O J E W a PROJECT: 23025 DRAWN: TI DATE: 13 FEB 2004 S SHEET E ®W M3.11 a N OF: I Y 4 y E O V ® t EO •q■ !9 u N b T • ZS O ® V u 1I V o T � L s J W W J CZ L Q\ O V Z m Z Q J CL 0 Z J w w ne EY u- W Z O IV Z E O< � < O .60 Z 0 O� C p Q Z J 60 O= Z 4n U N �C V C 2 O J E W a PROJECT: 23025 DRAWN: TI DATE: 13 FEB 2004 S SHEET E ®W M3.11 a N OF: I a GENERAL NOTES 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). 2. LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSTALLATION FOR BLANKED OFF SECTIONS. 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS. PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. CONSTRUCTION NOTES Qi PROVIDE SOUND BOOT ON RETURN GRILLE. SEE DETAIL ON SHEET M5.02. 20 SEE COMBINATION FIRE /SMOKE DAMPER INSTALLATION DETAIL ON SHEET M5.02. L i i 1 I � \ 1 / 1 1./ FURRED CEILING PLAN: BUILDING - 100/200 (MAIN Scale: 1/8"= 11-0" z o}�ff�[[ aRR _a cca NN LLI v e ® ° t E may/ !� V N N Z A ® a M u 3 � s L s 11 Jill V� I� y3 J W W J Q O CV O O i 0 z m z Q J CL 0 z J_ W C) 0 W tY rz u- I � -j N3 Z E W >" 0 �;' Oc O N O Z� i O� Q CV 0 O Q z Ooo O� 2 4n U� V E 2 o E Lu 0 PROJECT: 23025 DRAWN: TT DATE 13 FEB 2004 S SHEET E(Dw M3.1 1 b N OF: I F r \ SEE YU110 _.CQtdM41+Y�lML-- ._._. —. _ — .T. —._. —. _.-0 \ \_ _ _ _ _ _ _ ------ _ _ . _ . _ . _ . _ _ l 2 �L7 1 M3Atc 1 I I I ! XG ssl� l / \ 1 CONWNSICAFEIBA Bon no UP's 1 ,. 6 "0 I ` AuCAM 16116 16/16 F 195 I rv�T�eE I 1 a / \ \` -- 6/14 26/16 20 20 16 14 14 10 8/6 1 8/6 - - --- I 2F \ �\ 18/18 UP / / j P4 167 i I eu ` JANITOR ❑ / I 193 I lIlnn i I ID 8 i0:/;:8\ 10°0 u n 18/16 °0 V�A 5 6 �4�1 4 EF1 -16 20 / - -� I b Aegr >2� 8 CH 5 a 1 3 \ ex Q2 EF7 -17 16/14 1 \ 6/16 / 20/20 S AY ° 10 VAV t� 10 UP - - - -- -" - 1 '4 "0 - - -- i/' '`,' ^n•.n 1 12*0 /1411 CHOIR 14/12 / m 16 16 d8 18 0 illi /'fffpff; I \ 0 °0 J 6 °0 I c� �9 10 "0 10"o I 2/10-- I I 10/12 6 7 2EI"0 UP ® ® VAV2 -14 91 8 "o ; TO EFl -13 1 a >- mnu nnlD 5 6 10 °0 8 "0j 14/10 -- ..._.. 8 °0 UP —18/18 - -1 �j I TO EF -114: UP TO EF1 RA / , 158 i =tea 159 coax 12/12 m 6 °� j 12/10 to "0 , v I� STORAGE O� an -- 20/20 DUCT 12 °0 U 8/6 69 — — — — V 0 4 "0 e I PTO EFt -9 TO Eft- 5 8/6 °� I - -- _ - - - - -- 1 .I IIII - - - - - �- - - -I - C-1 8"o e 8 "0 It a - - - - -- 10/8 -. _ vs I sruRS \ / / `\ - - - - -- 0 UP \\ / / RS ----------------------- ---- -- -- 1 / STA EFI -12 0 - l 50/30 I \ 30/24 26/26! 1 ee _ 1 �r/ \ 20x20 10 "0 10 °0 I i 1 �eJ LOUVER _ _ Q © - — Cs —�- -- — - -- - - -- -- -- - -- I- \�� ! F4-4 0-0 4-10 "0 R --10 °0 GENERAL NOTES x-10 "0 L_ —i0 ",3 x-10 "0 II " 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE I = lul I v e 10/10; IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS I _ NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). i �m I 2. LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS I I I I SEE SHEET M3.12c FOR CONTINUATION OF DUCTWORK INTO MECHANCAL MEZZANINE. I 1 I STAGE 187 I fir— 1 - CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSTALLATION FOR BLANKED OFF SECTIONS. 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. — - - - - - — - - - — - - i I___________� I ' —� 1 — —I - I ELECTRICAL I STORAGE I i� 1 I I 40/30 !® 40/32 —40/30 UP jILN M3.11 c OF: VAV ® -12 - 0 "0 MARaeEA— - 0 °0 - - Bp - -- - - - - -- CONSTRUCTION NOTES zoXzo 10/8 SORAGE 6 0 14 14s0, LOUVER I In Ot PROVIDE SOUND BOOT ON RETURN GRILLE. SEE DETAIL ON SHEET M5.02. 6/6 10/10 8z ea 2O SEE TYPICAL INLINE EXHAUST FAN INSTALLATION DETAIL ON SHEET M5.02. 8/8 6/6 2/10 cs m6.62-- - -� - -- -- - - - -� -- tEE TYPICAL WALL MOUNTED EXHAUST FAN INSTALLATION DETAIL ON SHEET 1 1 ® SEE COMBINATION FIRE /SMOKE DAMPER INSTALLATION DETAIL ON SHEET M5.02. SO HOODS BY KITCHEN CDNTRACTOR. TRANSITION ADN CONNECT DUCT TO HOOD AS REQUIRED I © PROVIDE STAINLESS STEEL DUCT PER CODE. _________L______ -------------------------------- O7 FIRE BARRIER DUCT WRAP (15870). PROVIDE FROM CEILING TO ROOF PENETRATION. I FURRED CEILING PLAN: BUILDING - 100/200 (MAIN LEVEL) Scale: 1/8"= P-0" L I I I 1 I I I 1 I I I I I I I C3 i I I I I VAV 2 -15 - �— - �4 2/120 12/12 SC: Y i I 4111 I 1111ID � o "o , I I I I I I I C.5 I I I I I I I I OI KEY PLAN z O LUY y C 3 e 0.0 E t �q/ V !� N w } w ° w Z C ®' Y y V r 3 aao � R � L t 11 IJ 3 2J Z S O Z 0 Z J CL Z J w w Q� i3e 7) IL 0 N Z s` LU >- Q �. O� O �U N 0 Z "- O _ t t— F- Q CV 06 Q Z J H O O t to U� to .� r= �c V C U J E LU —1 PROJECT: 23025 DRAWN: Tr DATE: 13 FEB 2004 SHEEP M3.11 c OF: I i 9r \ \ 1 I GENERAL NOTES 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). 2. LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSTALLATION FOR BLANKED OFF SECTIONS. 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS. PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. c� 1 I i li i I I 1 j I 1 I I I i r /JI j I , � I --I I I _ -- I I C i I 1 41 I I I ii I I � I I I I ; I I I I I 1 I j t 14"0 2 3 i I it I L„ �140O2Q3 \ \ \ 1 1 1 \ I \ i 1 sm U122 _.. - ._------ _ ------ _, A.I CONSTRUCTION NOTES O1 PROVIDE SOUND BOOT ON RETURN GRILLE. SEE DETAIL ON SHEET M5.02. Q2 CONNECT (DUCT TO HOOD. TRANSITION AS REQUIRED BY MFR SUBMITTED. Q DUCT TO BE WELDED STAINLESS STEEL. ® SEE UPBLAST EXHAUST FAN INSTALLATION DETAIL ON SHEET M5.01. 05 ROUTE EXHAUST DUCT AS HIGH AS POSSIBLE. © MECHANICAL ROOM SERVES AS RETURN AIR PLENUM. RETURN FAN ON AHU -1 SHALL MODL MAINTAIN ROOM PRESSURE OF —0.015 INCHES W.C. Q7 PROVIDE BIRD SCREEN ON RETURN OPENING. ® PROVIDE SOUND LINED DUCT. Q9 SEE TYPICAL INLINE EXHAUST FAN INSTALLATION DETAIL ON SHEET M5.02. FURRED CEILING PLAN: BUILDING - 100/200 (UPPER LEVEL) Scale: 1/8"= I'-0" 7 '1 a _�Q Y e e �0 N N 6 L Y L u Y M i t IJ �3 W J iy W CL EL O C*4 O I� V Z m Z Q J a- 0 Z J W 0 w EY Cie LL- 0 H3 z� W � O� O N O Z i O� F- H fV Q O Z J N OO O-C 2 to U� N 'c 0 V E C2 0 J E W N 7 PROJECT: 23025 DRAWN: Tf DATE: 13 FEB 2004 SHEET 5 M3.12a E Gw OF: N L J � W '1 a _�Q Y e e �0 N N 6 L Y L u Y M i t IJ �3 W J iy W CL EL O C*4 O I� V Z m Z Q J a- 0 Z J W 0 w EY Cie LL- 0 H3 z� W � O� O N O Z i O� F- H fV Q O Z J N OO O-C 2 to U� N 'c 0 V E C2 0 J E W N 7 PROJECT: 23025 DRAWN: Tf DATE: 13 FEB 2004 SHEET 5 M3.12a E Gw OF: N L J rm- L C ,C i� GENERAL NOTES 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). 2. LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSTALLATION FOR BLANKED OFF SECTIONS. 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS. PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. CONSTRUCTION NOTES PROVIDE SOUND BOOT ON RETURN GRILLE. SEE DETAIL ON SHEET M5.02. CONNECT DUCT TO HOOD. TRANSITION AS REQUIRED BY MFR SUBMITTED. DUCT TO BE WELDED STAINLESS STEEL. SEE UPBLAST EXHAUST FAN INSTALLATION DETAIL ON SHEET M5.01. SEE COMBINATION FIRE SMOKE DAMPER ON SHEET M5.01. =D CEILING PLAN: BUILDING - 100/200 (UPPER LEVEL) Scale: 1/8- = r-a' 7 IJ J W W J Lu w CL CL O fV O 0 m z Q J CL 0 z J_ W U 0 w t� u- w 7 Q p w Y = y O 8 O o O EEO i u H w w w Y L Y u Y s u t N3 Z w >- in >�' 0 O C N O z O� Q CV Q O Z J `^ Q Q O-C I N U� N 'c V C 20 E Lu PROJECT: 23025 DRAWN: IT DATE: 13 FEB 2D04 SHEET S M3.12b E ®W OF: N I se u n R IJ J W W J Lu w CL CL O fV O 0 m z Q J CL 0 z J_ W U 0 w t� u- w 7 Q p w Y = y O 8 O o O EEO i u H w w w Y L Y u Y s u t N3 Z w >- in >�' 0 O C N O z O� Q CV Q O Z J `^ Q Q O-C I N U� N 'c V C 20 E Lu PROJECT: 23025 DRAWN: IT DATE: 13 FEB 2D04 SHEET S M3.12b E ®W OF: N I GENERAL NOTES 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). 2. LOUVERS SHOWN ARE MIMMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSTALLATION FOR BLANKED OFF SECTIONS. 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS. PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. CONSTRUCTION NOTES Q1 PROVIDE SOUND BOOT ON RETURN GRILLE. SEE DETAIL ON SHEET M5.02. O TWO 22" ROUND SUPPLY DUCTS STACKED. SEE SECTION ON A3.21. Q3 ROUTE SUPPLY DUCT UNDER CATWALK AT 32' -0" AFF. ® SEE COMBINATION FIRE /SMOKE DAMPER INSTALLATION DETAIL ON SHEET M5.01. Q5 SEE TYPE I HOOD UPBLAST ROOF MOUNT EXHAUST FAN INSTALLATINON DETAIL ON SHEET M5.01. © SEE TYPICAL ROOF MOUNT EXHAUST FAN INSTALLATION DETAIL ON SHEET M5.01. O7 SEE TYPICAL UPBLAST ROOF MOUNT EXHAUST FAN INSTALLATION DETAIL ON SHEET M5.01. ® RUN REFRIGERANT PIPING CONCEALED FROM OUTDOOR UNIT TO COOLING UNIT. PIPING TO BE SIZED PER MANUFACTURERS RECOMMENDATIONS. i — i I , / ' I I I 4 •. t \ I I 1 I 1 �EWME►c 120 "x72" « 1 .,� EXHAUST LOUVER 1 (TYP. OF 2) /i EF1 -13 BD-� QS ON ROOF; / E F 1 - 9 ' ON ROOF© EFi -14 ON ROOF / CU -1A L_ % ,------ - - - --' EF1 -8 I � ,r ON ROOFa EF1 -15 F ON ROOF O CU -3A CU -2A I T 18/18'\ D, —, _,_,_._ I r \ I I / \. COMMONS /CAFFIRIA ` \ 101 30 "o i j AHU -3 / _ - r I n 1 J I® _ - 4- / 50/40 j VAV2 -4 — _ VAV2 -8 _ 20/16\ 24 "0 . II I 56/40 I ( .' !�h III I I CU -2B M.D.F. 24/16 211 VAV2 -11 VAV2 -2 ` , STAGE 1 ,•' VAV -9 LUTING `y VAV -6 MA ` - -- VAV -7 STACKED CU -3B �i I �� `` I, 216 "x144" --QSA LOUVER UP I fi II I! 12°0 %11 4 ROOM \ 12 "0 ! LJ 12 "0 x- 22/20 ti I?) i 1 1 I I c I I 40/30 6 "o 6 00 6 "0 lo 'BOTTOM 24 "0 20 0 - I 24 "0 O "0 _______ 4 MIDDLE I I I I j I t " AUDRORIUM I 2 6 "o 6 o I9 6 "0 HU i L TOPI I I I I I I I I I 24 "0 20"0 - ------------- - - - -� 1_______ ________ ___ -- - -- 1F°fi------- - - - - -- - -------- - - - - -� - c.z rLAN 1 40/30 UP H ---------------- 1 ___ -____ __ ____ _____ -___ CAF- ----- -- - -- - _ -_ -. - ---- -- -- - -- - - -- - -_ --- - - -- - --- r -- -- -- - - -- — - -- --_- - -- -- - 6_- _ °= ----_- __ _____ ________ _`--__ ---._- -- --- - -- _-. ._ - - -- -- . ----- II ! I I I 1 II II I I I, li. I P, I 1: - — - — _ — _ i I I I I I I II I I II J (2 FURRED CEILING PLAN: BUILDING - 100/200 (UPPER LEVEL) Scale: 1 /8 "= 114" L s E& N a >r z P U a Lu o � a � ® o .a �q/ u N O ZR .: Y u [ ]I Y L� / 1 11 J w Lu J Lu w CL a. O 0 O_ F Z an Z Q J CL Z J_ w w CL/ LL LL O H3 Z Ef W >- 0 ::E 0 C Z O O� H H Q C, Q 6 Z J `2 60 O� N N 'c v E Tz C U J C Lu CO 7 PROJECT: 23025 DRAWN: T, DATE: 13 FEB 2004 SHEET M3.12c OF: I F E D C IT O I 1 1 I , a-- - - - — - - - - - — --- - - - — - - CONSTRUCTION NOTES GENERAL NOTES - I I � I � 1. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS_ PROVIDE ALL OFFSETS O7 18/1 UP TO RPU -5. NECESSARY TO PROVIDE INTENT OF PLANS. I , 2O PR04DE LINED SOUND BOOT FULL SIZE OF RETURN INLET. SHALL i 7 CON ST OF AT LEAST 3' OF DUCT AND ONE ELBOW. 2. SOLID DARK LINE DUCTWORK INDICATES NEW DUCTWORK AND UGH LINE DUCTWORK INDICATES EXISTING DUCTWORK TO REMAIN. 3@ POINT OF CONNECTION BETWEEN NEW AND EXISTING DUCTWORK. 3_ DUCTWORK DROPS FROM ROOFTOP UNITS ARE TO RUN BETWEEN FRAMING 4 20/1 UP TO RPU -4. O STRUCTURE. UNITS ARE TO BE POSITIONED ACCORDINGLY. SOUND LINED BOOT. 5 FEET 5 DUCT TO RUN BETWEEN JOISTS. WITH MIDDLE JOIST TERMINATING 3 MINIMUM LENGTH WITH ELBOW. O 4. DUCTWORK ABOVE MECHANICAL LOFT TO BE RUN AS HIGH AS POSSIBLE TO ALLOW 8 OVER OPENING WITH BIRDSCREEN. AT D� CTS SURFACE. ACCESS. K © SEE ILN HOOD DETAIL SHEET M5.01. 8 25/25 µ O Q7 ALL EXPOSED DUCTS TO BE ETCHED AND PRIMED. COORDINATE L o- — - ARCHI-TECT- - - -- - -- - - - - -- -- -- -- - - — - - 9 - - -- - - - - -- - ® SOUND LINED TRANSFER DUCT WITH BIRDSCREEN. I � Q9 PROV.DE LINED SOUND BOOT THE SAME SIZE AS RETURN GRILLE I /8 I CONSISTING OF AT LEAST 3' OF DUCT AND ONE ELBOW. ALL I ' FN Q(IIIII loll 18'0 UP TO RP -11 C- -- (_� - — J 18/20 UP TO EF3 -5 -20 "0 UP TO RPU -13 10/10 N- - - 1 4/12 UP 20 "0 UP -A 0 RPU -12 TO RPU -10 I I - — _ - — - \� I I I 1 I 8 I ION; ►i IIm 25/14 UP-/ 10 "0 TO RPU -8 12 "0 I I I 12/14 I 14 4 -12/12 10/10 2/12 0/10 63 -2 1oijil HIND 8/8 0 2/14 10/10 0/10 ®1111 IilllD 12 "0 12 "0 8 "0 -10/10 34/ 4 UP TO EF3 -------- I-- - - - - -- g0 "0 0 I I I _ I I I I 6/16 I I I _ I I 8 D /,D � 4 "0•�; 2 8/10 - 9 i ® s 10.0 s /8 ' L ®0 "0 12 "0 /18 UP 10 RPU -7 /4 / 8/18 4 "0 UP TO MUA -i 14 "0 — - 18/18 UP 8/8 TO RPU -5 /8 I 2 e8.0 16/16 UP "-- 16/16 i _ TO IRPU -2 6/16 UP 6 6 0 g TO; - 9 16/16 UP 2TOO RPU -1 4 14 1 20/18 UP / O ® 6 _ TO EF3 -3 II$!� 0 8 4 -4 a 6/16 1 10 10 1'4 8/6 Q 5/4-f 1 12 "0� U 1 1 = 8 8 11 11 I I 20/18 OE _ 6 6 - I 12/12 "'8/8 16/16 16/16 /,0 "� 8/18 ' ®,10 °0 010"o ,I 0 I I I ® F2071 10 "0= 8/16 �0 "0 1 0 10 _ 10/10 2 10/10 0"0 /12 6\�-1 0 0 I 10/10 6 /16 ®10 °0 510 0 g 0/10 I j I `/` �_ _ —_ _ _ _ I 1 10/12 I 16/16 s I ' I � o "o ®10 °0 — — ®10 °o 10/10 %,� o "m = I I — 10/10 I I 10/10 j2/12 1,6/16 2/12 0/10 I o /10 I I I 10 /,o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C5 O"o 01000 lo"o 1000 ------------------------- 0 FURRED CEILING PLAN : BUILDING - 300 KEY PLAN Scale: 1 /8" = 1'-0' E ®W N zp w LLJ e � o ® o � N a e s ®' d3 u o •yRy a .r 5 L s 11 11 Ax '� y3fi1 1� $�d O ch onI Z Z J CL Z J_ W U Q u- O N Z � N w r 0 O C/) O Z O� 1_ F 0 N Q O Z J—^ O° O O t N '_ V E = O E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET M3.13a OF: L J a QE D C 9 A I I I I I I I I I I I I I ROOF PLAN: BUILDING - 300 Scale: 1 /S" = 1'-0" L 7 l u 3 ,5U R 8 e^. w $ q M L2 2 O e E 0 r V H w C K e L .1. Y e a. u K V� �a K3t O ('7 O Z ID m a u- 0 I H� 2 fie0 w >- o 0� 0 C N 0 Z "- 0 —t fV Q O Z J H 00 0-C = to U� CD E = o E w0 PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET S M3.13b E ®W OF: N a GENERAL NOTES 1. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. COLOR TO BE SELECTED BY ARCHITECT. 2. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS_ PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. 3. ALL EXPOSED DUCTS TO BE ETCHED AND PRIMED. COORDINATE WITH ARCHITECT. CONSTRUCTION NOTES O1 EXISTING LOUVER LOCATED ON WALL ABOVE 20 4" FLUE UP TO ROOF CAP (EXISTING) Q3 3" FLUE FROM NEW WH -4 -1 UP TO ROOF CAP. SEE DETAIL SHEET M5.02. ® MOTORIZED DAMPER. INTERLOCK WITH OCCUPANCY SENSOR LOCATED IN CONCESSIONS 410. DAMPER TO BE CLOSED WHAN CONCESSIONS 410 IS OCCUPIED. SO CONNECT EXHAUST DUCT TO FUME HOOD. ROUTE UP TO ROOF FAN_ ARCH TO PROVIDE HOOD. CONTINUE DUCT' � TO EXISTING �® k%✓ B A RETURN DUCT RELIEF PLENUM N 3 A' BACK TO it EXISTING ' SIZE ALL DUCTS FURNACE UNIT PER PLANS RELOCATE CEILING �— GRILLE PER PLANS f { CEILING RETURN) EXISTING CEILING GRILLE GRID SECTION: BLDG -400 2 NO SCALE D � �® k%✓ B A -------------- �, ��- �_� I U - - (D-- `9 }— - a- - I I I I I I I I I I I I I I I I I I I i i I I I I I I I FURRED CEILING PLAN: BUILDING - 400 Scale: 1 /8"= F-O" I I I_ i I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I MR C � S N Lt p .E e 2 O E i V N N Y L Y L 3 a+ Y Y u s ti O CID z CL z _J W 0 W LL V H3 Z >` Ole a) W >- 0 >z O� 0 N O Z L O H -C C' 06 Q z Q Q O� = to N 'C: v C <= O J E ii PROJECT: 23025 DRAWN: TT DATE 13 FEB 2004 SHEET S M3.14 E Gw OF: N L_ J z �® k%✓ u d xy U N 3 A' L it C � S N Lt p .E e 2 O E i V N N Y L Y L 3 a+ Y Y u s ti O CID z CL z _J W 0 W LL V H3 Z >` Ole a) W >- 0 >z O� 0 N O Z L O H -C C' 06 Q z Q Q O� = to N 'C: v C <= O J E ii PROJECT: 23025 DRAWN: TT DATE 13 FEB 2004 SHEET S M3.14 E Gw OF: N L_ J F GENERAL NOTES 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). 2. LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS SHOWN ON ARCHITECTURAL ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. COLOR TO BE SELECTED BY ARCHITECT. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSULATION FOR BLANKED OFF SECTIONS AND PAINT OTHER SIDE FLAT BLACK. - _ _ 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS. PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. CONSTRUCTION NOTES - - - - Q1 SUPPLY DIFFUSER MOUNTED ON DUCT. SEE DETAIL ON SHEET M_. 20 SEE COMBINATION FIRE /SMOKE DAMPER INSTALLATION DETAIL ON SHEET M6.01. O3 SEE CONCENTRIC FLUE ROOF PENETRATION DETAIL ON SHEET M6.02. _ _ _ - 84x90 OSA LOUVER I (TYP. OF 2) -- — - — - — - _ -- - - - - -- - ----- - - - - -- L I I I I I I I I I I I I I I I i I I - -- --- - -- - - -- FURRED CEILING PLAN: BUILDING - 500 KEY PLAN: 100/ 200 S E ®W N Scale: 118"= F-O" 11 11 11 INA IJ y3 °o 1 Z O Z Q J CL 0 z J W U 0 W LL- of z 0 H3 zE W 0 : E o 06C) L-4) o z" oz) Q fV QO Z J 0 O U� N 'c V C = O E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET W M3.15a SO N OF: E I e. Y = E O O e EEED ® u !J N C 0 t u Y d3d3 0 � _yy L 11 11 INA IJ y3 °o 1 Z O Z Q J CL 0 z J W U 0 W LL- of z 0 H3 zE W 0 : E o 06C) L-4) o z" oz) Q fV QO Z J 0 O U� N 'c V C = O E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET W M3.15a SO N OF: E I r GENERAL NOTES 1. HATCHING INDICATES ACCESS SPACE FOR SERVICE OF EQUIPMENT. ACCESS SPACE IS TO BE FREE OF PIPE (EXCEPT RUNOUTS TO UNITS) AND CONDUIT (EXCEPT AS NECESSARY FOR UNIT HOOKUP. COORDINATE WITH E.C.). Z LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. THIS CONTRACTOR IS TO PROVIDE FULL SIZE LOUVER AS--SHOWN-ON - ARCHITECTURAL - - ELEVATIONS INCLUDING BUT NOT LIMITED TO HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES. COLOR TO BE SELECTED BY ARCHITECT_ ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED OF WITH SHEET METAL. GC TO PROVIDE INSULATION FOR BLANKED OFF SECTIONS AND PAINT OTHER SIDE FLAT BLACK. _ 3. NOT ALL DUCTWORK OFFSETS ARE SHOWN ON PLANS. PROVIDE ALL OFFSETS NECESSARY TO PROVIDE INTENT OF PLANS. CONSTRUCTION NOTES (D SEE TYPICAL WALL MOUNTED EXHAUST FAN INSTALLATION DETAIL ON SHEET M6.01. 20 SEE SOFFIT GRILLE DETAIL ON SHEET M6.02. 30 SUPPLY DIFFUSER MOUNTED ON DUCT. SEE DETAIL ON SHEET M- ® SEE COMBINATION FIRE /SMOKE DAMPER INSTALLATION DETAIL ON SHEET M6.01. Q5 SEE CONCENTRIC FLUE ROOF PENETRATION DETAIL ON SHEET M6.02. © CONTINUE RETURN DUCT TO GFU -3. ALL OF DUCT NOT SHOWN FOR CLARITY. Q7 CONNECT 46/30 DUCT TO GYM RETURN GRILLE. i i i __x24 EXHUAST LOUVER UPPER LEVEL W 2 Scale: O SN 1 /8" = 1'-0" E I I I I I I I I -- - - - - -- - -- - i 0- 60x60 RELIEF LOUVER - C-) 72x120 RELIEF LOUVER (TYP. OF 2) �J -=) i KEY PLAN FURRED CEILING PLAN: BUILDING - 500 Scale: 1 /8" = 1'-0" W SON E 400 I zaa� Lm v e e O t u gyp■ � N r Z w O s tl Y u 3 � R d Y T c y R $ESj 61u s /1 11 tj b °o Lo z on Q J CL 0 z ED U 0 w u- z O H3 z� w >- O� 0 N O z" O� --C n CV 06 Q z J 0 t C u U� cn _ v C 20 E w PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEEP M3.15b OF: 7 F WALL WEATHER PROOF LOUVER DAMPER FORMED SHEET METAL FILLER TO FIT FLUSH ALL AROUND WITH OUTSIDE OF GRILLE FLANGE. FILLER IS NOT REQUIRED WHERE DUCT IS INSTALLED BETWEEN GYM AND LOUVER. GYM RELIEF GRILLE INSTALLATION DETAIL D LE WALL SEE r 4" DIAMETER ARCH. DWGS F ALUMINUM '12 DRYER VENT DRYER VENT WALL CAP W/ 2" BACKDRAFT DAMPER 1 �6 /6 SHEETMETAL WA DUCT THRU WALL SEAL ALL AROUND WEATHER TIGHT DUCT DRYER VENT WALL CAP INSTALLATION DETAIL NOT TO SCALE ANCHOR EXHAUST FAN TO CURB. SEAL WEATHERTIGHT ALL AROUND - RUN FLASHING UP UP UNDER FAN BASE SEAL. —� FLASHING, COUNTER FLASHING AND BLOCKING. BACK DRAFT DAMPER - TRANSITION DUCT FROM MAIN DUCT SIZE TO DAMPER OPENING SIZE AS REQUIRED. EXHAUST FAN BIRD SCREEN PRE -FAB CURB WITH 1 -1/2" INSULATION. NOTE: FLASHING AND CURB TO BE SEAL WEATHERTIGHT ALL AROUND TYPICAL ROOF MOUNT EXHAUST FAN SEE ARCH DWGS FOR WALL CONSTRUCTION WTYP. 2 LAY 5/8" GWB N MTL STUDS ® 2HR WALL) 1" MINIMUM OPENING OVERLAP ON ALL SIDES OF DAMPER DUCT � S —t AUXILIARY OPERATING MECHANICAL JACK SHAFT. �::VLINKAGE OPERATOR /ACTUATOR DAMPER (REQUIRED TO BE BOTH SIDES FOR SERVICE OF BLOWER FRAME OUT OF AIRSTREAM). LuY ADJACENT TO FLEX CONNECTION SEE STRUCTURAL FUSIBLE LINK SPRING VIBRATION DRAWINGS DO NOT WITH LOCK SUSPEND FROM ROOF. (4 REQUIRED) HANGER RODS FLEXIBLE NEGATOR CAULKING CONNECTION SPRING MATERIAL 3/8 "0 UP TO S- JOINT, SLEEVE SLEEVE Z TO DUCT MOUNTING ANGLES (TYP.) SEE ARCH DWGS FOR WALL CONSTRUCTION (TYP. BLOCK WALL) *NOTE: BLADES TO BE AIRFOIL TYPE WHEN DAMPER IS TO BE INSTALLED WITHIN 10 FEET OF OUTLET AND IN ALL SOUND SENSITIVE AREAS. FIRE /SMOKE DAMPER INSTALLATION NOT TO SCALE L_ INSTALLATION DETAIL NOT TO SCALE RETURN DUCTWORK FROM SPACE FAN ANCHOR EXHAUST FAN TO CURB. SEAL WEATHERTIGHT Tj rF ALL AROUND SEAL CURB PER ARCHITECTURAL DETAILS.` PRE -FAB CURB ROOF ,WITH 11/2 °INSULATION. BACK DRAFT DAMPER TRANSITION DUCT FROM MAIN DUCT SIZE TO DAMPER OPENING SIZE AS REQUIRED. NO E: FLASHING AND CURB TO BE SEALED WEATHERTIGHT ALL AROUND TYPICAL UPBLAST ROOF MOUNT EXHAUST FAN FLEXIBLE CONNECTION TO BE INSTALLED AFTER FILTER BOX. VAV TERMINAL UNIT INSTALLATION DETAIL NOT TO SCALE HANGER RODS -1/4 "0 UP TO 300LBS. PER ROD, 3/8 "0 UP TO 600LBS. PER ROD. FLEXIBLE CONNECTION DUCT HANGER STRAP. * (TYP.) MEDIUM PRESSURE LOW PRESSURE SUPPLY FLEX DUCT * INSTALL DUCT HANGER STRAP TO SPACE ADJACENT TO FLEX CONNECTION. MEDIUM PRESSURE DUCT FROM CENTRAL UNIT VAV TERMINAL UNIT INSTALLATION DETAIL NOT TO SCALE FLEX I MOUNTING FLANGE, DIAMETER EQUALS FLEX DIAMETER. SMACNA APPROVED CLAMP FLEX DUCT -� DIFFUSER DIFFUSER NECK SIZE CEILING ELEVATION VIEW FLEX DIA + 1 1/2 DIFFUSER CONNECTION DETAIL NOT TO SCALE SEE STRUCTURAL DRAWINGS DO NOT SUSPEND FROM ROOF. EXHAUST FAN HANGER RODS REQUIRED) 3/8-0 UP TO 600 LBS. PER. SPRING VIBRATION ISOLATORS 4 REQ'D FLEXIBLE CONNECTION DUCT HANGER STRAP RETURN DUCT SIZE PER PLAN CEILING CEILING MOUNTED EXHAUST FAN INSTALLATION DETAIL NOT TO SCALE WIN MOUNTING LOCATION TO BE COORDINATED WITH G.G. UNIT HEATER MOUNTING HEIGHT 8' AFF TO BOTTOM OF UNIT ELECTRIC UNIT HEATER INSTALLATION DETAIL NOT TO SCALE COMBINATION LOUVER /SHUTTERS (WALL) EXTERIOR WALL CAULK ALL MOVABLE PERIMETER AROUND ANGLE FRAME WATER TIGHT/ FACTORY SUPPLIED WALL SLEEVE. -\ EF -1 7 c 1/4" BOLT WITH WASHER & NUT BOLTED TO WALL SLEEVE �yl _c (TYPICAL OF 6) ANGLE SUPPORT EXPANSION BOLT (TYPICAL OF 8) WALL MOUNTED EXHAUST FAN INSTALLATION DETAIL NOT TO SCALE NOTE: MAINTAIN ACCESS CLEARANCE ON BOTH SIDES FOR SERVICE OF BLOWER * INSTALL DUCT HANGER STRAPS LuY ADJACENT TO FLEX CONNECTION SEE STRUCTURAL SPRING VIBRATION DRAWINGS DO NOT ISOLATORS SUSPEND FROM ROOF. (4 REQUIRED) HANGER RODS FLEXIBLE u N (4 REQUIRED) CONNECTION N 3/8 "0 UP TO 600 LBS. PER. DUCT Z O r FLEXIBLE HANGER 1 CONNECTION STRAP y HANGER STRAP SUPPLY DUCT L SUSPENDED RETURN DUCT DUCT SIZE CEILING DUCT SIZE PER PLAN PER PLAN TYPICAL EXHAUST FAN INSTALLATION DETAIL COUNTER WEIGHT lir NOT TO SCALE VENT -A- KITCHEN SWINGING WALL BRACKET COUNTER WEIGHT PULLEY SYSTEM INSTALLED BY M.C. INSTALL CEILING SUPPORT BRACKET WHERE INDICATED ON SCHEDULE. PLENUM WITH BACKDRAFT DAMPER, TERMINATE WITH 18X18 LOUVER. 6 "0 SHEET METAL ATTACH TO LOUVER WITH 2" WIDE 18GA. SHEET METAL. FLEX SIZE PER HOOD MFG. REQUIREMENTS. LENGTH OF FLEX DUCT SHOULD ACCOMMODATE Fnp MOVEMENT OF HOOD. KILN HOOD INSTALLATION DETAIL NOT TO SCALE 3 LNG PAN MODULE INDICATES DIRECTION OF AIR FLOW. A "xA" CD -4 TOTAL SIDE LENGTHS OF �TINUMBER OF 2) MODULES I MODULES B "+B ") CEILING DIFFUSER (CD) CEILING DIFFUSER IN HARD CEILING (CDH) DIFFUSER NOMENCLATURE INTERPRETATION NOT TO SCALE 11 11 J 0 J _U Z 2 w 3 Z 0 H3 Z E � N W>_ 0 >�' 0� < O .6c Z 0 05 CV Q O Z J H 0° O 0-r- 2 v0i U� N v C U E W PROJECT: 23025 DRAWN: 11 DATE: 13 FEB 2004 SHEEP M5.01 OF: J LuY Nb Y O O o O 0 t gyp■ u N @9 N Z O 0 Y y I I u Y Y 11 11 J 0 J _U Z 2 w 3 Z 0 H3 Z E � N W>_ 0 >�' 0� < O .6c Z 0 05 CV Q O Z J H 0° O 0-r- 2 v0i U� N v C U E W PROJECT: 23025 DRAWN: 11 DATE: 13 FEB 2004 SHEEP M5.01 OF: J F_ GASKET BY EQUIPMENT MANUFACTURER--\ WOOD NAILING STRIP BY G.C. COUNTER FLASHING BY MECH. CONTRACTOR. TREATED BLOCKING CANT & MOUNTING FRAME BY MFR. ROOF MOUNTING FRAME FURNISHED WITH UNIT. FLEX CONNECTION ROOFTOP PACKAGED UNIT 1" INSULATION BY M.C. ROOFTOP PACKAGED UNIT ECONOMIZER HOOD -1 ROOF SUPPLY DUCT O'N AS INDICATED ON FLOOR PLANS. RETURN DUCT SIZE AS INDICATED ON FLOOR PLANS. TYPICAL ROOFTOP PACKAGED UNIT INSTALLATION DETAIL NOT TO SCALE Aa (GV) VEPRESSURE GAUGE ILLER TION ATOR RAINER GATE VALVE (GV) 6' 1 V SWITCH CWR �y .T UNION 6" BALANCING VALVE CWS fCONCFINISHERET D OR PAVING TYPICAL CHILLER PIPING DIAGRAM RUN -OUT SIZES GPM RANGE FLUE CAP W /DAMPER BOTTOM OF FLUE CAP SHALL BE I SIZE O 0.1 -►1.3 1 2 1.4 --►3.4 3 4 3.5- X7.0 1 7.1 -12.9 1 1 4 13 -20 1 1/2- 21 -►44 2 CONCENTRIC FLUE ROOF PENETRATIONS. SEE DETAIL THIS SHEET. ,,,,--GAS COCK FLUE CAP BOTTOM OF FLUE CAP SHALL BE 2' -0" MINIMUM ABOVE ANY ROOF WITHIN 10' -0" 24" MIN INTAKE CAP NON- HARDENING CAULK (TYP) FLASHING r DOUBLE I � � CLEAR WALL 2" MIN. FL FLUE 12" MIN SINGLE WALL NOTE: VERIFY PITCH OF ROOF AND PROVIDE BLOCKING AND FLASHING AS REQ'D FLUE & INTAKE ROOF PENETRATION DETAIL NOT TO SCALE SUPPLY SIZE PER PLANS FLOW CONTROL VALVE (TYP.) 73 -WAY CONTROL VALVE (TYP) /-HYDRONIC COIL l 0 BALL VALVE COIL (TYP-) HOSE KIT (TYP.) � I AIR FLOW STRAINER UNION (TYP.) NOTES: (TYP') FLEX (TYP.) 1. SIZES SHALL BE AS LISTED EXCEPT WHERE CALLED OUT DIFFERENT ON PLANS. 2. ALL DEVICES SHALL BE ACCESSIBLE FROM PLATFORM OR CATWALK. 3. CONNECT SUPPLY AND RETURN TO THE COIL'S INDICATED INLET AND OUTLET. 4. HEATING CONTROL VALVE SHALL FAIL TO POSITION PROVIDING FULL FLOW THROUGH COIL. COOLING CONTROL VALVE SHALL FAIL TO FULLY CLOSED POSITION. ANCHOR FAN SIZE TO CURB. PER _ PLANS SEAL RUN FLASHING UP -� UNDER FAN BASE FURNACE SUPPLY DUCT OSA DUCT UNIT FLOOR ECONOMIZER 4" BASE RAIL WITH MIXING BOX CONDENSATE DISCHARGE SPRING ISOLATORS PER PLANS GAS FURNACE INSTALLATION DETAIL NO SCALE L SEE ARCHITECTURAL FORS DUCT ENCLOSURE DETAIL. PROVIDE METAL COLLAR AT ROOF NOTE. VERIFY PITCH OF ROOF AND PROVIDE BLOCKING AND FLASHING AS REQ'D DOUBLE Aft WALL FLUE —INSIM ESCUTCHEON CEILING PAINT TO MATCH CEILING FLUE THRU ROOF DETAIL NOT TO SCALE IFOOR E SCHEDULE INSTALL BOOT GRILLE TYPE, 15' DOWN FROM INCLUDE "OBD" HORIZONTAL. SEAL ALL SEAMS AIR TIGHT.-----\ 25' ADJUST HORIZONTAL BLADES 15' TO 25' FROM BOAT ANGLE I �' LSPIRAL DUCT SUPPLY REGISTER ON SPIRAL DUCT INSTALLATION DETAIL NOT TO SCALE EXHAUST FAN 40" MIN. GREASE DRAIN AND TROUGH CONTINUOUS NAILER W� BE INTE (2) i0 SPAC S RALLPTED SIDES TO ALLOW FOR VENTILATION. {ROOF -ON PITCH ROOFS FAN IS STILL TO BE INSTALLED LEVEL BLOCK AS REQUIRED. 18 GA. STAINLESS STEEL DUCT. TRANSITION FOR CONNECTION TO HOOD AS REQUIRED SEE PLANS PENETRATION. \-4" VENTILATED FOR SIZE. DUCT TO BE AIR SPACE MIN. FIRE WRAPPED. ALL AROUND TYPE HOOD EXHAUST FAN - INSTALLATION DETAIL NOT TO SCALE T FLUE CAP BOTTOM OF FLUE INTAKE CAP SHALL 24° TERMINATION MIN ABOVE ANY ROOF WITHIN 10' 12° 4- SHEATHING NON HARDENING CAULK 2" MIN FLASHING CLEAR DOUBLE WALL FOR EXHAUST FLUE PROVIDE INTAKE PORTION WITH NET FREE AREA EQUAL EXHAUST FLUE TO INTAKE DUCT SIZE ACCORDING AREA TO MANUFACTURERS INTAKE DUCT SIZE RECOMMENDATIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS NOTE: 1 VERIFY PITCH OF ROOF AND PROVIDE BLOCKING AND FLASHING AS REQUIRED. 2• COORDINATE EQUIPMENT AND FLUE LOCATION WITH G.C. CONCENTRIC FLUE ROOF PENETRATION DETAIL NOT TO SCALE SOUNDLINED TRANSFER DUCT INSTALLATION DETAIL NOT TO SCALE DUCT HANGER STRAP (TYPICAL) BLOWER /MOTOR EXHAUST DAMPER BACKDRAFT ASSEMBLY iin ■I 11■ m t Rr SOUND LINING 1ANGAR STRAPS ;TYPICAL) OPEN TO PLENUM RETURN AIR OUT OUTSIDE AIR IN SIZE PER PLANS SIZE PER PLANS V3 OUTSIDE AIRy HEAT EXCHANG74- FLEXIBLE CONNECTION DAMPER 1' DRAIN CONNECTION. COMBINE (TYPICAL) FlLTER TWO DRAINS AFTER P -TRAP AND BASE RAIL (BY MANUFACTURER) TO BE SECURED NOTE: ROUTE PER PLANS. TIGHTLY TO DECK AND UNIT PER MANUFACTURER INSTALLATION SIMILAR FOR UNITS WITH AND STRUCTURAL RECOMMENDATIONS. FACE /BYPASS SIDE -BY -SIDE CONNECTIONS IN LIEU OF STACKED. DAMPER AIR -TO -AIR HEAT RECOVERY UNIT (HRU) INSTALLATION DETAIL NOT TO SCALE a9Q qz FLUE CAP W /DAMPER BOTTOM OF FLUE CAP SHALL BE LuY O O ® 2' -0' MINIMUM 24' MIN u N ABOVE ANY ROOF N WITHIN w ® NON—HARDENING Y CAULK DOUBLE Aft WALL FLUE —INSIM ESCUTCHEON CEILING PAINT TO MATCH CEILING FLUE THRU ROOF DETAIL NOT TO SCALE IFOOR E SCHEDULE INSTALL BOOT GRILLE TYPE, 15' DOWN FROM INCLUDE "OBD" HORIZONTAL. SEAL ALL SEAMS AIR TIGHT.-----\ 25' ADJUST HORIZONTAL BLADES 15' TO 25' FROM BOAT ANGLE I �' LSPIRAL DUCT SUPPLY REGISTER ON SPIRAL DUCT INSTALLATION DETAIL NOT TO SCALE EXHAUST FAN 40" MIN. GREASE DRAIN AND TROUGH CONTINUOUS NAILER W� BE INTE (2) i0 SPAC S RALLPTED SIDES TO ALLOW FOR VENTILATION. {ROOF -ON PITCH ROOFS FAN IS STILL TO BE INSTALLED LEVEL BLOCK AS REQUIRED. 18 GA. STAINLESS STEEL DUCT. TRANSITION FOR CONNECTION TO HOOD AS REQUIRED SEE PLANS PENETRATION. \-4" VENTILATED FOR SIZE. DUCT TO BE AIR SPACE MIN. FIRE WRAPPED. ALL AROUND TYPE HOOD EXHAUST FAN - INSTALLATION DETAIL NOT TO SCALE T FLUE CAP BOTTOM OF FLUE INTAKE CAP SHALL 24° TERMINATION MIN ABOVE ANY ROOF WITHIN 10' 12° 4- SHEATHING NON HARDENING CAULK 2" MIN FLASHING CLEAR DOUBLE WALL FOR EXHAUST FLUE PROVIDE INTAKE PORTION WITH NET FREE AREA EQUAL EXHAUST FLUE TO INTAKE DUCT SIZE ACCORDING AREA TO MANUFACTURERS INTAKE DUCT SIZE RECOMMENDATIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS NOTE: 1 VERIFY PITCH OF ROOF AND PROVIDE BLOCKING AND FLASHING AS REQUIRED. 2• COORDINATE EQUIPMENT AND FLUE LOCATION WITH G.C. CONCENTRIC FLUE ROOF PENETRATION DETAIL NOT TO SCALE SOUNDLINED TRANSFER DUCT INSTALLATION DETAIL NOT TO SCALE DUCT HANGER STRAP (TYPICAL) BLOWER /MOTOR EXHAUST DAMPER BACKDRAFT ASSEMBLY iin ■I 11■ m t Rr SOUND LINING 1ANGAR STRAPS ;TYPICAL) OPEN TO PLENUM RETURN AIR OUT OUTSIDE AIR IN SIZE PER PLANS SIZE PER PLANS V3 OUTSIDE AIRy HEAT EXCHANG74- FLEXIBLE CONNECTION DAMPER 1' DRAIN CONNECTION. COMBINE (TYPICAL) FlLTER TWO DRAINS AFTER P -TRAP AND BASE RAIL (BY MANUFACTURER) TO BE SECURED NOTE: ROUTE PER PLANS. TIGHTLY TO DECK AND UNIT PER MANUFACTURER INSTALLATION SIMILAR FOR UNITS WITH AND STRUCTURAL RECOMMENDATIONS. FACE /BYPASS SIDE -BY -SIDE CONNECTIONS IN LIEU OF STACKED. DAMPER AIR -TO -AIR HEAT RECOVERY UNIT (HRU) INSTALLATION DETAIL NOT TO SCALE 1� 1 �AN J_ Q 0 U Z Q 2 w z 0 H3 z E W >_ 0� O .6c N O z� 0� — L H � Q C O Q Z J `^ 00 0 U� N G '_ V E 2 O J E Lu ia) PROJECT: 23025 DRAWN: 11 DATE: 13 FEB 2004 SHEET M5.02 OF: I a9Q qz LuY O O ® t EO � u N N w ® Y 3 Y d u u y 3 � .+ z NL s 1� 1 �AN J_ Q 0 U Z Q 2 w z 0 H3 z E W >_ 0� O .6c N O z� 0� — L H � Q C O Q Z J `^ 00 0 U� N G '_ V E 2 O J E Lu ia) PROJECT: 23025 DRAWN: 11 DATE: 13 FEB 2004 SHEET M5.02 OF: I 15970 CONTROL BY OR�^ REFERENCE UNIT 16000 STARTER TYPICAL INTERLOCKED EXHAUST FAN 1. EXHAUST FAN SHALL BE INTERLOCKED SO THAT WHEN THE ASSOCIATED UNIT IS IN OPERATION, SO IS THE EXHAUST FAN. 2. AN ALARM SHALL BE ENERGIZED UPON FAILURE OF ANY DEVICE. INFORMATION AT TERMINAL FAN ON /OFF STATUS (BY CURRENT SENSING RELAY) FAN FAILURE ALARM; (I.E. NO CURRENT ON WHEN ASSOCIATED UNIT IS COMMANDED ON) ® EA 1 ©0 15 ®0 15970 C SPACE 0 T EMCS CONTROL INPUT TYPICAL THERMOSTAT CONTROLLED EXHAUST FAN CONTROL SEQUENCE 1. EXHAUST FAN CONTROL IS BY THERMOSTAT IN SPACE. 2. FAN SHALL START UPON SENSING TEMPERATURE IN THAT SPACE ABOVE SETPOINT (857, ADJUSTABLE) AND SHALL STOP UPON SENSING SPACE TEMPERATURE 57 LESS THAN SETPOINT. (:Kj MANUAL SWITCH 15970 ON KITCHEN HOOD OR DISHWASHER IRELAY HOOD WASHER OR TIME DELAY OFF RELAY INTERLOCK 16000 STARTER BY DLV. 16000 DISHWASHER HOOD ONLY TYPICAL KITCHEN HOOD EXHAUST FAN 1. EXHAUST FAN CONTROL IS BY A MANUAL SWITCH ON THE KITCHEN HOOD AND MONITOR STATUS BY THE EMCS SYSTEM. 2. DISHWASHER HOOD ONLY. INTERLOCK WITH DISHWASHER OPERATION VIA TIME DELAY RELAYS. EXHAUST FAN SHALL OPERATE WHILE DISHWASHER OPERATES AND SHALL CONTINUE OPERATING FOR 5 MINUTES (ADJUSTABLE) AFTER THE DISHWASHER SHUTS OFF. ELEVATOR MACHINE ROOM_ EXHAUST FAN A. FAN SHALL START UPON SENSING TEMPERATURE IN THAT SPACE ABOVE SETPOINT (857, ADJUSTABLE) AND SHALL STOP UPON SENSING B. SPACE TEMPERATURE 57 LESS THAN SETPOINT. C- CURRENT SENSING STATUS OF FAN MOTOR SHALL BE MONITORED. COOLING ALARM MODE: INITIATE AN ALARM AT THE OPERATOR'S TERMINAL IF SPACE TEMPERATURE EXCEEDS 80'F. MANUAL SWITCH ON STA FUME HOOD 16000 TYPICAL CHEMISTRY FUME HOODS 9 � „E 1. FANS TO HAVE 2 -SPEED OPERATION. 2. DURING SCHEDULED OCCUPANCY, EXHAUST FAN TO OPERATE CONTINUOUSLY ON LOW SPEED. 3. INTERLOCK WITH HOOD SWITCH TO OPERATE EXHAUST FAN ON HIGH SPEED. WINDOW CONTROLLER CONTROL BY EMCS CONTACT AREA (B) ONLY FAN TERMINAL BOX A -THE FAN TERMINAL BOX SHALL BE CONTROLLED AND ENERGIZED AS SCHEDULED BY THE BUILDING DDC SYSTEM. B. WARM -UP MODE: FAN SHALL OPERATE, PRIMARY AIR DAMPER SHALL REMAIN CLOSED, MODULATE HOT WATER COIL VALVE TO ACHIEVE SPACE TEMP OF 707. C. OCCUPIED MODE: THE UNIT FAN SHALL OPERATE CONTINUOUSLY HEATING CONTROL VALVE SHALL MODULATE TO MAINTAIN SETPOINT OF 707 AND DAMPER SHALL MODULATE FROM MIN TO MAX CFM TO MAINTAIN A 75'F SETPOINT (ADJUSTABLE). UNOCCUPIED MODE: THE UNIT PRIMARY Y AIR DAMPER AND HEATING CONTROL VALVE SHALL BE CLOSED AND THE FAN SHALL REMAIN OFF. THE FAN SHALL ACTIVATE AND THE HEATING VALVE SHALL MODULAT. AS REQUIRED TO MAINTAIN UNOCCUPIED MODE SETPOINTS (607- HEATING, 907- COOLING) (ADJUSTABLE). E. INTEGRAL PRESSURE INDEPENDANT CONTROLLER SHALL PROVIDE PRECISE MINIMUM AND MAXIMUM AIR VOLUME CONTROL. ALL TERMINAL UNIT CONTROL SETPOINTS AND PARAMETERS SHALL BE ACCESSIBLE FROM THE OPERATOR INTERFACE. AN ALARM SHALL -BE ANNOUNCED UPON FAILURE OF FAN OR SPACE TEMP IS OUT OF TOLERANCE LIMIT. INFORMATION AT THE TERMINAL: ZONE TEMPERATURE SETPOINT FAN ON /OFF UNIT COMMANDED MODE FAN STATUS VIA AIRFLOW (OCCUPIED /UNOCCUPIED) CURRENT SENSING RELAY SUPPLY AIR TEMPERATURE OVERRIDE STATUS DAMPER POSITION (% COMMANDED OPEN) OVERRIDE TIMER VALUE HOT WATER CONTROL VALVE POSITION ALARM /TROUBLE CONDITIONS 15970 0 �-OX- COOLING COIL SPACE f 00 SA W ( OUTDOOR 597 15 70 < RA 1\5970 N115970 T © C CONTROL UNIT UNIT BYE 5 CONTROLLER CONTROLLER SPLIT SYSTEM COOLING UINTS A. SPLIT SYSTEM COOLING SHALL BE CONTROLLED BY THE INTEGRAL CONTROL SYSTEM SUPPLIED WITH EQUIPMENT THROUGH THE SPACE THERMOSTAT. THE UNIT FAN AND COMPRESSOR SHALL CYCLE ON AND OFF TO MAINTAIN ROOM TEMPERATURE SETPOINT. THE DDC SYSTEM SHALL MONITOR ALL NECESSARY POINTS. B_ MISCELLANEOUS SAFETIES : PROVIDE ADDITIONAL INTERLOCKS AS REQUIRED TO PREVENT COMPRESSOR AND HEAT FROM OPERATING WITHOUT FAN OPERATION. THE INTEGRITY OF INTEGRAL LOW PRESSURE AND HIGH PRESSURE SAFETY SHUTDOWNS OF COMPRESSOR SHALL REMAIN INTACT AND UNAFFECTED BY THE FIELD INSTALLATION OF DDC CONTROLS. AN ALARM SHALL BE ENERGIZED UPON FAILURE OF ANY DEVICE. INFORMATION AT THE TERMINAL: SPACE TEMPERATURE COMPRESSOR ON /OFF UNIT COMMANDED MODE (ON /OFF) COMPRESSOR STATUS VIA FAN ON /OFF CURRENT SENSOR FAN STATUS VIA OR CURRENT SENSING ALARM /TROUBLE CONDITIONS RELAY SUPPLY TEMP GAS IF N.C. v m 0 e — 15970 J o 15851 N.O. ACTUATOR m 04 N.0 ONLY u �9 HWR — w j @_ P_ MA HWS — 15970 • Z a 0 ACTUA AIR IL TER k'g;� ONLY 15970 15970 u " ACTUATOR ONLY T 3 qO r M o T U r1 SA AV < 15970 15851 15851 15970 15970 i C © © SPACE WINDOW CONTROLLER CONTROL BY EMCS CONTACT AREA (B) ONLY FAN TERMINAL BOX A -THE FAN TERMINAL BOX SHALL BE CONTROLLED AND ENERGIZED AS SCHEDULED BY THE BUILDING DDC SYSTEM. B. WARM -UP MODE: FAN SHALL OPERATE, PRIMARY AIR DAMPER SHALL REMAIN CLOSED, MODULATE HOT WATER COIL VALVE TO ACHIEVE SPACE TEMP OF 707. C. OCCUPIED MODE: THE UNIT FAN SHALL OPERATE CONTINUOUSLY HEATING CONTROL VALVE SHALL MODULATE TO MAINTAIN SETPOINT OF 707 AND DAMPER SHALL MODULATE FROM MIN TO MAX CFM TO MAINTAIN A 75'F SETPOINT (ADJUSTABLE). UNOCCUPIED MODE: THE UNIT PRIMARY Y AIR DAMPER AND HEATING CONTROL VALVE SHALL BE CLOSED AND THE FAN SHALL REMAIN OFF. THE FAN SHALL ACTIVATE AND THE HEATING VALVE SHALL MODULAT. AS REQUIRED TO MAINTAIN UNOCCUPIED MODE SETPOINTS (607- HEATING, 907- COOLING) (ADJUSTABLE). E. INTEGRAL PRESSURE INDEPENDANT CONTROLLER SHALL PROVIDE PRECISE MINIMUM AND MAXIMUM AIR VOLUME CONTROL. ALL TERMINAL UNIT CONTROL SETPOINTS AND PARAMETERS SHALL BE ACCESSIBLE FROM THE OPERATOR INTERFACE. AN ALARM SHALL -BE ANNOUNCED UPON FAILURE OF FAN OR SPACE TEMP IS OUT OF TOLERANCE LIMIT. INFORMATION AT THE TERMINAL: ZONE TEMPERATURE SETPOINT FAN ON /OFF UNIT COMMANDED MODE FAN STATUS VIA AIRFLOW (OCCUPIED /UNOCCUPIED) CURRENT SENSING RELAY SUPPLY AIR TEMPERATURE OVERRIDE STATUS DAMPER POSITION (% COMMANDED OPEN) OVERRIDE TIMER VALUE HOT WATER CONTROL VALVE POSITION ALARM /TROUBLE CONDITIONS 15970 0 �-OX- COOLING COIL SPACE f 00 SA W ( OUTDOOR 597 15 70 < RA 1\5970 N115970 T © C CONTROL UNIT UNIT BYE 5 CONTROLLER CONTROLLER SPLIT SYSTEM COOLING UINTS A. SPLIT SYSTEM COOLING SHALL BE CONTROLLED BY THE INTEGRAL CONTROL SYSTEM SUPPLIED WITH EQUIPMENT THROUGH THE SPACE THERMOSTAT. THE UNIT FAN AND COMPRESSOR SHALL CYCLE ON AND OFF TO MAINTAIN ROOM TEMPERATURE SETPOINT. THE DDC SYSTEM SHALL MONITOR ALL NECESSARY POINTS. B_ MISCELLANEOUS SAFETIES : PROVIDE ADDITIONAL INTERLOCKS AS REQUIRED TO PREVENT COMPRESSOR AND HEAT FROM OPERATING WITHOUT FAN OPERATION. THE INTEGRITY OF INTEGRAL LOW PRESSURE AND HIGH PRESSURE SAFETY SHUTDOWNS OF COMPRESSOR SHALL REMAIN INTACT AND UNAFFECTED BY THE FIELD INSTALLATION OF DDC CONTROLS. AN ALARM SHALL BE ENERGIZED UPON FAILURE OF ANY DEVICE. INFORMATION AT THE TERMINAL: SPACE TEMPERATURE COMPRESSOR ON /OFF UNIT COMMANDED MODE (ON /OFF) COMPRESSOR STATUS VIA FAN ON /OFF CURRENT SENSOR FAN STATUS VIA OR CURRENT SENSING ALARM /TROUBLE CONDITIONS RELAY SUPPLY TEMP GAS IF UNIT TO EMCS CONTROLLER SA T 15970 MAKE -UP AIR UNIT A. MAKE -UP AIR FAN SHALL OPERATE WHEN ASSOCIATED UNIT FAN IS ENABLED. B. TEEPERATURE CONTROL BY MANUFACTURER INFO AT TERMINAL FAN STATUS SUPPLY TEMPERATURE FAN S/S SETPOINTS EMCS GENERATED ALARMS AIR -TO -AIR HEAT EXCHANGER N.C. C © © 1 ACTUATOR N.C. UNIT HEATING INTERFACE 15970 — OR 0 -10 VDC 15970 HRU -2 ONLY ONLY BYPASS vry irvicrtrmtr iozo v DAMPER S S STATUS ALARM SPEED AIR -TO -AIR HEAT RECOVERY UNIT 5970 CWR — CW5 — HWR — HW5 — 15970 A. HEAT RECOVERY UNITS SHALL BE PROGRAMMED TO START /STOP THROUGH THE DDC CONTROL SYSTEM BASED ON DESIGNATED OCCUPIED AND UNOCCUPIED MODES, WITH WEEKDAY, WEEKEND, AND HOLIDAY SCHEDULES. OPTIMAL START /STOP FUNCTION SHALL BE PERFORMED BY THE DDC SYSTEM. B. OUTSIDE AIR DAMPER TO BE INTERLOCKED (HARD WIRED) TO FAN START /STOP. C. PROVIDE FREEZE PROTECTION SAFETY INTERLOCKS. FREEZE PROTECTION SENSOR SHALL SHUTDOWN THE HEAT RECOVERY UNIT AND CLOSE THE OUTSIDE AIR DAMPER WHEN THE HEAT RECOVERY COIL DISCHARGE TEMPERATURE IS BELOW 407 (ADJUSTABLE). PROVIDE MANUAL RESET AT THE UNIT AND REPORT ALARM FAILURE AT THE OPERATORS TERMINAL. D. OCCUPIED MODE: OPEN OSA AND EXHAUST DAMPERS AND START THE HRU. MODULATE OR STAGE GAS FURNACE TO MAINTAIN 707 (ADJUSTABLE) ROOM HEATING TEMPERATURE. HRU WILL ACCEPT A SIGNAL FROM THE DDC SYSTEM ON A CALL FOR COOLING AND BYPASS AIR PAST THE HEAT RECOVERY SECTION. E. UNOCCUPIED MODE: HRU FANS ARE OFF, OSA AND EXHAUST DAMPERS ARE CLOSED. UPON A CALL. FOR HEATING, THE HRU HALL GO INTO OCCUPIED MODE OF OPERATION AS NECESSARY TO MAINTAIN 557 (ADJUSTABLE) NIGHT SETBACK TEMPERATURE. UPON A CALL FOR COOLING, MODULATE FACE BY -PASS DAMPER FOR ECONOMIZER COOLING. MODULATE COOLING CONTROL VALVE FOR SECOND STAGE COOLING. F. UNITS MAY BE STARTED DURING UNOCCUPIED MODE FOR SPACE HEATING OR VENTILATION THROUGH BYPASS TIMER INTEGRAL WITH THE ROOM TEMPERATURE SENSOR(S). UNIT SHALL OPERATE IN THE OCCUPIED MODE FOR 1 HOUR (ADJUSTABLE). G, MAXIMUM HEATING AIR DISCHARGE TO BE 857 (ADJUSTABLE) MINIMUM COOLING AIR DISCHARGE TO BE 557 (ADJUSTABLE). T 15970 OA 15612 15970 15970 ACTUATOR ONLY ACTUATOR ONLY 15612 RA T N.C. v m 0 e — J o N.O. m 04 a u �9 Lr w j @_ P_ MA Q a • Z a 0 UNIT TO EMCS CONTROLLER SA T 15970 MAKE -UP AIR UNIT A. MAKE -UP AIR FAN SHALL OPERATE WHEN ASSOCIATED UNIT FAN IS ENABLED. B. TEEPERATURE CONTROL BY MANUFACTURER INFO AT TERMINAL FAN STATUS SUPPLY TEMPERATURE FAN S/S SETPOINTS EMCS GENERATED ALARMS AIR -TO -AIR HEAT EXCHANGER N.C. C © © 1 ACTUATOR N.C. UNIT HEATING INTERFACE 15970 — OR 0 -10 VDC 15970 HRU -2 ONLY ONLY BYPASS vry irvicrtrmtr iozo v DAMPER S S STATUS ALARM SPEED AIR -TO -AIR HEAT RECOVERY UNIT 5970 CWR — CW5 — HWR — HW5 — 15970 A. HEAT RECOVERY UNITS SHALL BE PROGRAMMED TO START /STOP THROUGH THE DDC CONTROL SYSTEM BASED ON DESIGNATED OCCUPIED AND UNOCCUPIED MODES, WITH WEEKDAY, WEEKEND, AND HOLIDAY SCHEDULES. OPTIMAL START /STOP FUNCTION SHALL BE PERFORMED BY THE DDC SYSTEM. B. OUTSIDE AIR DAMPER TO BE INTERLOCKED (HARD WIRED) TO FAN START /STOP. C. PROVIDE FREEZE PROTECTION SAFETY INTERLOCKS. FREEZE PROTECTION SENSOR SHALL SHUTDOWN THE HEAT RECOVERY UNIT AND CLOSE THE OUTSIDE AIR DAMPER WHEN THE HEAT RECOVERY COIL DISCHARGE TEMPERATURE IS BELOW 407 (ADJUSTABLE). PROVIDE MANUAL RESET AT THE UNIT AND REPORT ALARM FAILURE AT THE OPERATORS TERMINAL. D. OCCUPIED MODE: OPEN OSA AND EXHAUST DAMPERS AND START THE HRU. MODULATE OR STAGE GAS FURNACE TO MAINTAIN 707 (ADJUSTABLE) ROOM HEATING TEMPERATURE. HRU WILL ACCEPT A SIGNAL FROM THE DDC SYSTEM ON A CALL FOR COOLING AND BYPASS AIR PAST THE HEAT RECOVERY SECTION. E. UNOCCUPIED MODE: HRU FANS ARE OFF, OSA AND EXHAUST DAMPERS ARE CLOSED. UPON A CALL. FOR HEATING, THE HRU HALL GO INTO OCCUPIED MODE OF OPERATION AS NECESSARY TO MAINTAIN 557 (ADJUSTABLE) NIGHT SETBACK TEMPERATURE. UPON A CALL FOR COOLING, MODULATE FACE BY -PASS DAMPER FOR ECONOMIZER COOLING. MODULATE COOLING CONTROL VALVE FOR SECOND STAGE COOLING. F. UNITS MAY BE STARTED DURING UNOCCUPIED MODE FOR SPACE HEATING OR VENTILATION THROUGH BYPASS TIMER INTEGRAL WITH THE ROOM TEMPERATURE SENSOR(S). UNIT SHALL OPERATE IN THE OCCUPIED MODE FOR 1 HOUR (ADJUSTABLE). G, MAXIMUM HEATING AIR DISCHARGE TO BE 857 (ADJUSTABLE) MINIMUM COOLING AIR DISCHARGE TO BE 557 (ADJUSTABLE). T 15970 OA 15612 15970 15970 ACTUATOR ONLY ACTUATOR ONLY 15612 RA T ONTROL BY UNIT EMCS CONTROLLER TYPICAL FURNACE 15970 Q SPACE 1z) A- FURNACES SHALL BE PROGRAMMED FOR START /STOP THROUGH THE DDC SYSTEM BASED ON DESIGNATED OCCUPIED MODES, WITH WEEKDAY, WEEKEND AND HOLIDAY SCHEDULES. OPTIMAL START /STOP FUNCTION SHALL BE PERFORMED BY THE DDC. B. WARM -UP MODE: UPON AN OPTIMAL START SIGNAL, THE SUPPLY FAN SHALL START AND THE BURNER SHALL BE FIRED AS NECESSARY TO WARM THE ROOM UP TO OCCUPIED SETPOINT. OUTSIDE AIR DAMPER SHALL BE CLOSED. C. OCCUPIED MODE: THE SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL REMAIN AT MINIMUM VENTILATION POSITION. UPON A CALL FOR HEAT, THE BURNER SHALL FIRE AS NECESSARY TO REACH ROOM HEATING SETPOINT OF 707 (ADJUSTABLE). UPON A CALL FOR COOLING, THE OUTSIDE AIR DAMPER SHALL MODULATE OPEN TOWARD 100% IF OUTSIDE AIR IS 57 COOLER THAN RETURN AIR, TO REACH ROOM COOLING SETPOINT OF 78 -F (ADJUSTABLE). D. UNOCCUPIED MODE: THE SUPPLY FAN SHALL BE OFF. UPON A CALL FOR HEATING, THE SUPPLY FAN SHALL START AND THE BURNER SHALL FIRE AS NECESSARY TO REACH NIGHT SETBACK TEMPERATURE SETPOINT OF 587 (ADJUSTABLE). INDIVIDUAL UNITS MAY BE STARTED UPON OFF -HOUR DEMAND FOR SPACE HEATING AND VENTILATION THROUGH BYPASS TIMER INTEGRAL WITH ROOM TEMPERATURE SE N SO RS. UNIT SHALL OPERATE IN OCCUPIED MODE. INITIAL SETTING OF TIMER SHALL BE 2 HOURS (ADJUSTABLE). E. LOW LIMIT PROTECTION: PROVIDE A LOW -LIMIT THERMOSTAT TO SHUT DOWN THE AIR HANDLING UNIT AND CLOSE THE OUTSIDE AIR DAMPER IF THE MIXED AIR TEMPERATURE DROPS BELOW 40'F (ADJUSTABLE). AN ALARM SHALL BE REPORTED TO THE DDC SYSTEM. J 3 ELECTRIC UNIT HEATER 1. ELECTRIC WALL HEATER SHALL BE CONTROLED BY THE INTEGRAL THERMOSTAT. 2. THERMOSTAT SHALL HAVE A SET POINT OF 60' F. HYDRONIC HEATING SYSTEM A. HYDRONIC HEATING SYSTEM (CONTROL BY EMCS. REFER TO BOILER SYSTEM CONTROL. LISTED BELOW 1. THE HYDRONIC LOOP TEMPERATURE SHALL BE MONITORED, CONTROLLED AND RESET FROM THE DOC SYSTEM WITH A 0 -10 VDC OUTPUT. PROVIDING THE ACTUAL TEMPERATURE SETPOINT REQUIREMENTS. MAIN LOOP TEMPERATURE CONTROL SHALL BE BASED ON SUPPLY WATER TEMPERATURE CONTROL AND SHALL BE RESET LINEARLY ON THE FOLLOWING SCHEDULE: OSA I SETPOINT 307 I 1807 657 1 1207 2. THE RESET SCHEDULE LOOP SETPOINTS AND RATIOS SHALL BE EASILY CHANGED FROM AN OPERATOR INTERFACE DISPLAY DEDICATED FOR THIS SPECIFIC PURPOSE. 1INFORMATION AT THE TERMINAL: SUPPLY WATER TEMPERATURE PUMPING SYSTEM ALARM (SCP -1, SCP -2) RETURN WATER TEMPERATURE PUMPING SYSTEM ENABLE /DISABLE (SCP -1, SCP -2) BOILER SUPPLY TEMPERATURE GENERAL SYSTEM ALARM BOILER RETURN TEMPERATURE AL L SETPOINTS OUTSIDE AIR TEMPERATURE (2 LOCATIONS) 0 BOILER PUMPING SYSTEM ENABLE DISABLE PUMP FLOW STATUS FOR EACH PUMP HEATING DEMAND STATUS 0-100% (BASED ON BOILER /PUMPING SYSTEM STATUS RETURN WATER TEMPERATURE) BOILER /PUMPING SYSTEM ALARM 3 -WAY VALVE COMMANDED POSITION 4. REQUIRED REDUNDANT BOILER OPERATING CONTROLS, HIGH LIMIT SAFETY, FLAME FAIL DETECTION, LOW WATER LEVEL CONTROLS SHALL BE PROVIDED AS REQUIRED BY UNIFORM MECHANICAL CODE. 5. UPON ANY OF THE FOLLOWING CONDITIONS, AN AUDIBLE AND VISUAL INDICATION THAT AN ALARM CONDITION EXISTS WILL BE GENERATED AT THE OPERATOR INTERFACE: LOSS OF MAIN SYSTEM FLOW BOILER CIRCULATION PUMP FAILURE HIGH SUPPLY TEMP (2057) LOW SUPPLY TEMP (207 BELOW SETPOINT) HIGH BOILER TEMP LOW BOILER TEMP BOILER SAFETIES LEAK DETECTION (PER ITEM #6 BELOW). 6. MAKE -UP WATER FEED FLOW SWITCH FOR THE HYDRONIC SYSTEM SHALL BE MONITORED BY THE EMCS. UPON FLOW OF 1 GPM OR MORE FOR A PERIOD LONGER THAN FIVE MINUTES, THE FLOW SWITCH CONTACT SHALL CLOSE AND, FOLLOWING A TIME DELAY OF 2 MINUTES, AN ALARM CONDITION SHALL BE DISPLAYED AT THE OPERATOR INTERFACE. THE TIME DELAY SHALL BE ADJUSTABLE FROM THE DISPLAY AND SHALL BE EASILY OVERRIDDEN LOCALLY FOR FLUSHING PURPOSES. B. BOILER SYSTEM CONTROL: 1. THE DDC SYSTEM SHALL PROVIDE BOILER SEQUENCING, FIRING RATE CONTROL, FLOW CONTROL AND RETURN WATER TEMPERATURE CONTROL APPROPRIATE FOR THE SPECIFIED BOILER AND SYSTEM DESIGN. PERFORMANCE SHALL BE AS SPECIFIED WITH AUTOMATIC FAILURE BACK -UP FUNCTIONS AS DESCRIBED BELOW. AN INDUSTRIAL QUALITY PROGRAMMABLE LOGIC CONTROLLER (PLC) SHALL BE USED TO PROGRAM ALL AUTOMATIC FUNCTIONS AND CONTAIN ALL SETPOINTS. USE OF MULTIPLE CONTROLLERS SHALL NOT BE ALLOWED. THE PANEL SHALL BE HOUSED IN STEEL NEMA 12 ENCLOSURE WITH A HIGH QUALITY ENAMEL FINISH COAT. a. INPUTS: 1. REMOTE SYSTEM SUPPLY WATER TEMPERATURE SETPOINT (0 -10VDC SCALED TO 100' F TO 200' F) 2. SYSTEM ENABLE /DISABLE (OPEN TO ENABLE) b- THE DDC SYSTEM SHALL SUPPLY ALL THE REQUIRED NUMBER OF 1000 OHM RTD'S WITH TWO WIRE 4 -20 MA TEMPERATURE TRANSMITTERS CORRECTLY CALIBRATED TO JOBSITE CONDITIONS. THERMISTERS WILL NOT BE ALLOWED. WATER TEMPERATURE SENSORS SHALL BE SUPPLIED WITH STAINLESS STEEL DRY IMMERSION WELLS. OUTDOOR AIR SENSORS SHALL BE SUPPLIED IN A WEATHER -TIGHT WALL MOUNTED ENCLOSURE. c. THE DDC SYSTEM WILL CONTROL THE BOILERS' MIXING VALVES AND CIRCULATION PUMPS TO PREVENT FLUE GAS CONDENSATION AND THERMAL SHOCK STRESSES TO THE BOILERS. A MINIMUM BOILER RETURN TEMPERATURE OF 1507 (FIELD ADJUSTABLE) SHALL BE MAINTAINED. CONTROL VALVE ACTUATORS SHALL HAVE ADEQUATE SPEED FOR GOOD AND ACCURATE CONTROL. BOILER CIRCULATION PUMP OPERATION SHALL BE PROVEN BEFORE THE ASSOCIATED BOILER IS BROUGHT ON ON -LINE. UPON INITIAL START -UP, THE BOILER WILL BE HELD AT LOW FIRE AND THE MIXING VALVE CLOSED UNTIL A MINI UM BOILER TEMPERATURE (FIELD ADJUSTABLE) IS ACHIEVED. UPON BOILER SHUTDOWN, ITS ASKS CIATED PUMP IS OPERATED TO STABILIZE THE BOILER'S INTERNAL TEMPERATURE WITHOUT LOWERING�T BELOW THE MINIMUM BOILER RETURN WATER TEMPERATURE SETPOINT. d. THE DDC SYSTEM SHALL BE ABLE TO DETERMINE IF ANY BOILER IS AVAILABLE FOR USE, IF THE SAFETY LIMITS ARE CLOSED AND IF A BOILER HAS BEEN COMMANDED ON LINE AND FAILS FOR ANY REASON. IF THE LEAD BOILER FAILS THE LAG BOILER WILL BE MADE LEAD UNTIL THE FAULT IN THE LEAD BOILER IS RECTIFIED. THE SEQUENCING SYSTEM SHALL BE ABLE TO DETECT A CIRCULATION FAILURE BY MONITORING THE PUMP OPERATION, IF THE PUMP SHALL FAIL, THE PUMP AND BOILER SHALL BE SHUT DOWN AND THE MIXING VALVE CLOSED TO THE SYSTEM. e. IN THE EVENT OF A FAILURE WITH THE AUTOMATION BOILER MOUNTED LIMITS SHALL AUTOMATICALLY START AND STOP THE BOILERS TO MAINTAIN THE BACK -UP LOOP TEMPERATURE SETPOINT (FIELD ADJUSTABLE). BOILER MOUNTED BACKUP I MO U A D L TON CONTROLS SHALL CONTROL BURNER FIRING RATE. THE MIXING VALVES SHALL FALL BACK ON BACK -UP RETURN WATER TEMPERATURE SENSOR TO CONTROL RETURN WATER TEMPERATURE AND THE BOILER CIRCULATING PUMPS SHALL BE STARTED. THIS BACK -UP MODE TRANSFER SHALL BE MADE WITHOUT OPERATOR INPUT AND CAN BE MANUALLY FORCED BY CONTROL PANEL SELECTOR SWITCHES. f. WHEN INSTALLED AND STARTED PER BOILER SUPPLIERS' INSTRUCTIONS, BOILERS WARRANTY SHALL INCLUDE COVERAGE AGAINST DAMAGE RESULTING FROM THERMAL SHOCK AND /OR FLUE GAS CONDENSATION. 9- THE DDC SYSTEM SHALL UTILIZE CLOSED -LOOP PID CONTROL TO SEQUENCE THE ASSOCIATED BOILERS IN A LEAD -LAG FORMAT AND MODULATE THEIR FIRING RATES IN RESPONSE TO THE BUILDING SYSTEM LOAD SO THAT ONLY THE MINIMUM BOILER CAPACITY NEEDED TO MEET THE LOAD IS PUT ON LINE AND BOILER CYCLING IS MINIMIZED. GAIN VALUES OF THE P -I -D LOOP WILL BE EASILY FIELD ADJUSTABLE THROUGH THE PANEL MOUNTED OPERATOR INTERFACE. THE LEAD BOILER WILL BE AUTOMATICALLY ALTERNATED BASED ON OPERATING (FUEL VALVE OPEN) HOURS; SETPOINT TO BE FIELD ADJUSTABLE. 1. THE DDC SYSTEM SHALL OPERATE WITH A STAND -ALONE OUTSIDE AIR RESET SCHEDULE BASED ON ITS OWN OUTDOOR AIR TEMPERATURE SENSOR. a0gI � � I N.C. v m 0 e — J o N.O. Of F_ a u �9 Lr w j @_ P_ MA Q a • Z a 0 k'g;� ONTROL BY UNIT EMCS CONTROLLER TYPICAL FURNACE 15970 Q SPACE 1z) A- FURNACES SHALL BE PROGRAMMED FOR START /STOP THROUGH THE DDC SYSTEM BASED ON DESIGNATED OCCUPIED MODES, WITH WEEKDAY, WEEKEND AND HOLIDAY SCHEDULES. OPTIMAL START /STOP FUNCTION SHALL BE PERFORMED BY THE DDC. B. WARM -UP MODE: UPON AN OPTIMAL START SIGNAL, THE SUPPLY FAN SHALL START AND THE BURNER SHALL BE FIRED AS NECESSARY TO WARM THE ROOM UP TO OCCUPIED SETPOINT. OUTSIDE AIR DAMPER SHALL BE CLOSED. C. OCCUPIED MODE: THE SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL REMAIN AT MINIMUM VENTILATION POSITION. UPON A CALL FOR HEAT, THE BURNER SHALL FIRE AS NECESSARY TO REACH ROOM HEATING SETPOINT OF 707 (ADJUSTABLE). UPON A CALL FOR COOLING, THE OUTSIDE AIR DAMPER SHALL MODULATE OPEN TOWARD 100% IF OUTSIDE AIR IS 57 COOLER THAN RETURN AIR, TO REACH ROOM COOLING SETPOINT OF 78 -F (ADJUSTABLE). D. UNOCCUPIED MODE: THE SUPPLY FAN SHALL BE OFF. UPON A CALL FOR HEATING, THE SUPPLY FAN SHALL START AND THE BURNER SHALL FIRE AS NECESSARY TO REACH NIGHT SETBACK TEMPERATURE SETPOINT OF 587 (ADJUSTABLE). INDIVIDUAL UNITS MAY BE STARTED UPON OFF -HOUR DEMAND FOR SPACE HEATING AND VENTILATION THROUGH BYPASS TIMER INTEGRAL WITH ROOM TEMPERATURE SE N SO RS. UNIT SHALL OPERATE IN OCCUPIED MODE. INITIAL SETTING OF TIMER SHALL BE 2 HOURS (ADJUSTABLE). E. LOW LIMIT PROTECTION: PROVIDE A LOW -LIMIT THERMOSTAT TO SHUT DOWN THE AIR HANDLING UNIT AND CLOSE THE OUTSIDE AIR DAMPER IF THE MIXED AIR TEMPERATURE DROPS BELOW 40'F (ADJUSTABLE). AN ALARM SHALL BE REPORTED TO THE DDC SYSTEM. J 3 ELECTRIC UNIT HEATER 1. ELECTRIC WALL HEATER SHALL BE CONTROLED BY THE INTEGRAL THERMOSTAT. 2. THERMOSTAT SHALL HAVE A SET POINT OF 60' F. HYDRONIC HEATING SYSTEM A. HYDRONIC HEATING SYSTEM (CONTROL BY EMCS. REFER TO BOILER SYSTEM CONTROL. LISTED BELOW 1. THE HYDRONIC LOOP TEMPERATURE SHALL BE MONITORED, CONTROLLED AND RESET FROM THE DOC SYSTEM WITH A 0 -10 VDC OUTPUT. PROVIDING THE ACTUAL TEMPERATURE SETPOINT REQUIREMENTS. MAIN LOOP TEMPERATURE CONTROL SHALL BE BASED ON SUPPLY WATER TEMPERATURE CONTROL AND SHALL BE RESET LINEARLY ON THE FOLLOWING SCHEDULE: OSA I SETPOINT 307 I 1807 657 1 1207 2. THE RESET SCHEDULE LOOP SETPOINTS AND RATIOS SHALL BE EASILY CHANGED FROM AN OPERATOR INTERFACE DISPLAY DEDICATED FOR THIS SPECIFIC PURPOSE. 1INFORMATION AT THE TERMINAL: SUPPLY WATER TEMPERATURE PUMPING SYSTEM ALARM (SCP -1, SCP -2) RETURN WATER TEMPERATURE PUMPING SYSTEM ENABLE /DISABLE (SCP -1, SCP -2) BOILER SUPPLY TEMPERATURE GENERAL SYSTEM ALARM BOILER RETURN TEMPERATURE AL L SETPOINTS OUTSIDE AIR TEMPERATURE (2 LOCATIONS) 0 BOILER PUMPING SYSTEM ENABLE DISABLE PUMP FLOW STATUS FOR EACH PUMP HEATING DEMAND STATUS 0-100% (BASED ON BOILER /PUMPING SYSTEM STATUS RETURN WATER TEMPERATURE) BOILER /PUMPING SYSTEM ALARM 3 -WAY VALVE COMMANDED POSITION 4. REQUIRED REDUNDANT BOILER OPERATING CONTROLS, HIGH LIMIT SAFETY, FLAME FAIL DETECTION, LOW WATER LEVEL CONTROLS SHALL BE PROVIDED AS REQUIRED BY UNIFORM MECHANICAL CODE. 5. UPON ANY OF THE FOLLOWING CONDITIONS, AN AUDIBLE AND VISUAL INDICATION THAT AN ALARM CONDITION EXISTS WILL BE GENERATED AT THE OPERATOR INTERFACE: LOSS OF MAIN SYSTEM FLOW BOILER CIRCULATION PUMP FAILURE HIGH SUPPLY TEMP (2057) LOW SUPPLY TEMP (207 BELOW SETPOINT) HIGH BOILER TEMP LOW BOILER TEMP BOILER SAFETIES LEAK DETECTION (PER ITEM #6 BELOW). 6. MAKE -UP WATER FEED FLOW SWITCH FOR THE HYDRONIC SYSTEM SHALL BE MONITORED BY THE EMCS. UPON FLOW OF 1 GPM OR MORE FOR A PERIOD LONGER THAN FIVE MINUTES, THE FLOW SWITCH CONTACT SHALL CLOSE AND, FOLLOWING A TIME DELAY OF 2 MINUTES, AN ALARM CONDITION SHALL BE DISPLAYED AT THE OPERATOR INTERFACE. THE TIME DELAY SHALL BE ADJUSTABLE FROM THE DISPLAY AND SHALL BE EASILY OVERRIDDEN LOCALLY FOR FLUSHING PURPOSES. B. BOILER SYSTEM CONTROL: 1. THE DDC SYSTEM SHALL PROVIDE BOILER SEQUENCING, FIRING RATE CONTROL, FLOW CONTROL AND RETURN WATER TEMPERATURE CONTROL APPROPRIATE FOR THE SPECIFIED BOILER AND SYSTEM DESIGN. PERFORMANCE SHALL BE AS SPECIFIED WITH AUTOMATIC FAILURE BACK -UP FUNCTIONS AS DESCRIBED BELOW. AN INDUSTRIAL QUALITY PROGRAMMABLE LOGIC CONTROLLER (PLC) SHALL BE USED TO PROGRAM ALL AUTOMATIC FUNCTIONS AND CONTAIN ALL SETPOINTS. USE OF MULTIPLE CONTROLLERS SHALL NOT BE ALLOWED. THE PANEL SHALL BE HOUSED IN STEEL NEMA 12 ENCLOSURE WITH A HIGH QUALITY ENAMEL FINISH COAT. a. INPUTS: 1. REMOTE SYSTEM SUPPLY WATER TEMPERATURE SETPOINT (0 -10VDC SCALED TO 100' F TO 200' F) 2. SYSTEM ENABLE /DISABLE (OPEN TO ENABLE) b- THE DDC SYSTEM SHALL SUPPLY ALL THE REQUIRED NUMBER OF 1000 OHM RTD'S WITH TWO WIRE 4 -20 MA TEMPERATURE TRANSMITTERS CORRECTLY CALIBRATED TO JOBSITE CONDITIONS. THERMISTERS WILL NOT BE ALLOWED. WATER TEMPERATURE SENSORS SHALL BE SUPPLIED WITH STAINLESS STEEL DRY IMMERSION WELLS. OUTDOOR AIR SENSORS SHALL BE SUPPLIED IN A WEATHER -TIGHT WALL MOUNTED ENCLOSURE. c. THE DDC SYSTEM WILL CONTROL THE BOILERS' MIXING VALVES AND CIRCULATION PUMPS TO PREVENT FLUE GAS CONDENSATION AND THERMAL SHOCK STRESSES TO THE BOILERS. A MINIMUM BOILER RETURN TEMPERATURE OF 1507 (FIELD ADJUSTABLE) SHALL BE MAINTAINED. CONTROL VALVE ACTUATORS SHALL HAVE ADEQUATE SPEED FOR GOOD AND ACCURATE CONTROL. BOILER CIRCULATION PUMP OPERATION SHALL BE PROVEN BEFORE THE ASSOCIATED BOILER IS BROUGHT ON ON -LINE. UPON INITIAL START -UP, THE BOILER WILL BE HELD AT LOW FIRE AND THE MIXING VALVE CLOSED UNTIL A MINI UM BOILER TEMPERATURE (FIELD ADJUSTABLE) IS ACHIEVED. UPON BOILER SHUTDOWN, ITS ASKS CIATED PUMP IS OPERATED TO STABILIZE THE BOILER'S INTERNAL TEMPERATURE WITHOUT LOWERING�T BELOW THE MINIMUM BOILER RETURN WATER TEMPERATURE SETPOINT. d. THE DDC SYSTEM SHALL BE ABLE TO DETERMINE IF ANY BOILER IS AVAILABLE FOR USE, IF THE SAFETY LIMITS ARE CLOSED AND IF A BOILER HAS BEEN COMMANDED ON LINE AND FAILS FOR ANY REASON. IF THE LEAD BOILER FAILS THE LAG BOILER WILL BE MADE LEAD UNTIL THE FAULT IN THE LEAD BOILER IS RECTIFIED. THE SEQUENCING SYSTEM SHALL BE ABLE TO DETECT A CIRCULATION FAILURE BY MONITORING THE PUMP OPERATION, IF THE PUMP SHALL FAIL, THE PUMP AND BOILER SHALL BE SHUT DOWN AND THE MIXING VALVE CLOSED TO THE SYSTEM. e. IN THE EVENT OF A FAILURE WITH THE AUTOMATION BOILER MOUNTED LIMITS SHALL AUTOMATICALLY START AND STOP THE BOILERS TO MAINTAIN THE BACK -UP LOOP TEMPERATURE SETPOINT (FIELD ADJUSTABLE). BOILER MOUNTED BACKUP I MO U A D L TON CONTROLS SHALL CONTROL BURNER FIRING RATE. THE MIXING VALVES SHALL FALL BACK ON BACK -UP RETURN WATER TEMPERATURE SENSOR TO CONTROL RETURN WATER TEMPERATURE AND THE BOILER CIRCULATING PUMPS SHALL BE STARTED. THIS BACK -UP MODE TRANSFER SHALL BE MADE WITHOUT OPERATOR INPUT AND CAN BE MANUALLY FORCED BY CONTROL PANEL SELECTOR SWITCHES. f. WHEN INSTALLED AND STARTED PER BOILER SUPPLIERS' INSTRUCTIONS, BOILERS WARRANTY SHALL INCLUDE COVERAGE AGAINST DAMAGE RESULTING FROM THERMAL SHOCK AND /OR FLUE GAS CONDENSATION. 9- THE DDC SYSTEM SHALL UTILIZE CLOSED -LOOP PID CONTROL TO SEQUENCE THE ASSOCIATED BOILERS IN A LEAD -LAG FORMAT AND MODULATE THEIR FIRING RATES IN RESPONSE TO THE BUILDING SYSTEM LOAD SO THAT ONLY THE MINIMUM BOILER CAPACITY NEEDED TO MEET THE LOAD IS PUT ON LINE AND BOILER CYCLING IS MINIMIZED. GAIN VALUES OF THE P -I -D LOOP WILL BE EASILY FIELD ADJUSTABLE THROUGH THE PANEL MOUNTED OPERATOR INTERFACE. THE LEAD BOILER WILL BE AUTOMATICALLY ALTERNATED BASED ON OPERATING (FUEL VALVE OPEN) HOURS; SETPOINT TO BE FIELD ADJUSTABLE. 1. THE DDC SYSTEM SHALL OPERATE WITH A STAND -ALONE OUTSIDE AIR RESET SCHEDULE BASED ON ITS OWN OUTDOOR AIR TEMPERATURE SENSOR. a0gI � � I 11 11 IJ �3 J m F— Z 0 0 H3 Z W >_ 0 _>z 0c: O Z O Lo 0� _H F— Q C, Q O Z J N O °O 0-c 2 vVi U� 0 U E Lu N PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET M7.01 OF: L_ J v m 0 e — e 0° u �9 N N • Z p 0 k'g;� „ he Z d u " 3 qO r 11 11 IJ �3 J m F— Z 0 0 H3 Z W >_ 0 _>z 0c: O Z O Lo 0� _H F— Q C, Q O Z J N O °O 0-c 2 vVi U� 0 U E Lu N PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET M7.01 OF: L_ J F L 15970 ACTUA ONLY UNITS WITH VFD INTERFACE 15970 RETURN FANS S S STATUS SPEED ALARM (LIGHT) 5970 LA AND MULTI - PURPOSE AREAS SHALL BE PROVIDED WITH AUTOMATIC MODULATION OF THE OUTSIDE AIR DAMPER BASED ON SIGNAL FROM A CARBON DIOXIDE SENSOR. RA 2. DURING THE OCCUPIED MODE, A CARBON DIOXIDE SENSOR LOCATED IN THE 15855 1597C 15970 OCCUPANCY LOAD, THE SENSOR SHALL AUTOMATICALLY INCREASE OSA DAMPER MINIMUM POSITION TO A LEVEL NECESSARY TO PREVENT CO2LEVELS FROM EXCEEDING AN 15970 15970 16000 T � T 1. PROVIDE INTERLOCK WITH DOOR CONTACT, INSTALLED BY THIS CONTRACTOR, OT �?S .00; CLOSING OF DOOR, UNIT SHALL RESUME NORMAL OPERATION. 15970 INFORMATION AT THE TERMINAL: ZONE TEMPERATURE 1 55 ACTUATOR UNITS) UNIT COMMANDED MODE (OCCUPIED /UNOCCUPIED, HEATING / COOUNG) SPACE SPACE SUPPLY AIR TEMPERATURE ONLY MIXED AIR TEMPERATURE RETURN AIR CO2 SENSOR (FOR REQUIRED UNITS) RETURN AIR TEMPERATURE TYPICAL AHU--,,, DX COOLING UNITS) OUTSIDE AIR AND RETURN DAMPER POSITIONS (% COMMANDED OPEN) 70 HOT WATER CONTROL VALVE POSITION 2 J OVERRIDE STATUS FAN STATUS VIA CURRENT SENSING RELAY (SUPPLY FAN ONLY) 15970 ACTUATO M w FREEZE STAT 1 70 e ONLY = cs 15855 SA J16 OA MA 15970 °x o 15970 16000 a o UNIT ONTROL BY EMCS 15855 T 3 CONTROLLER VFD INTERFACE 15970 000 15970 15970 i o 000 UNIT L==-CONTROL BY EMCS CONTROLLER INTERFACE 15970 15970 S S STATUS 15970 1597 DX - DX INTERFACE 15970 DX - © © S/S 15970 © © STATUS ACTUATOR ONLY N.O. HWR - - HWS - SCIENCE ROOM AIR HANDLING UNIT SEQUENCE OF OPERATION FOR 4 PIPE, VARIABLE AIR, SINGLE ZONE AIR HANDLING UNIT GENERA L 1. (VAR) IS AN ABBREVIATION FOR VARIABLE AND INDICATES THAT THE PRECEEDING NOUN IS AN EMCS VARIABLE VALUE. 2. SPACE TEMPERATURE SENSORS EQUIPPED WITH PUSHBUTTONS TO PROVIDE UNOCCUPIED OVERRIDE REQUEST AND SPACE TEMPERATURE SETPOINT ADJUSTMENT AS REQUIRED. AHU SUPPLY AND RETURN /EXHAUST FANS 1. SUPPLY AND RETURN /EXHAUST FAN START VIA A SCHEDULE (VAR), WARM -UP MODE COMMAND (VAR) OR OVERRIDE COMMAND (VAR). WARM -UP MODE COMMAND IS GENERATED BY AN EMCS OPTIMIZATION ROUTINE. OVERRIDE COMMAND CAN BE TRIGGERED BY X (VAR) SPACE TEMPERATURE SENSOR UNOCCUPIED OVERRIDE REQUESTS, X (VAR) SPACE TEMPERATURE SENSORS IN UNOCCUPIED HEATING MODE, OR BY EMS USER INTERFACE. FANS START AFTER ASSOCIATED TERMINAL UNITS HAVE HAD 5 MINUTES (VAR) TO START. 2. SUPPLY FAN SPEED IS SET TO CONSTANT AT VFD UNIT. 3_ RETURN /EXHAUST FAN SPEED VARIES TO MAINTAIN BUILDING SUPPLY PRESSURE SETPOINT OF 0.01 INW (VAR). LOCATE BUILDING PRESSURE SENSOR IN LARGE OPEN AREA OR IN CORRIDOR AWAY FROM OUTSIDE EXIT AND ENTRANCES. 4. FAN ALARMS A. FAN ALARM ACTIVATES IF FAN STATUS FAILS TO ACTIVATE AFTER FAN HAS BEEN STARTED. EMS RECORDS FAN ALARM. B. HARDWIRE FAN SHUTDOWN UPON LOW LIMIT ALARM ACTIVATION. EMS RECORDS LOW LIMIT ALARM. USE MANUAL RESET TO PREVENT SHORT CYCLING. C. HARDWIRE FAN SHUTDOWN UPON ACTIVATION OF FIRE /SMOKE ALARM. EMCS RECORDS FIRE /SMOKE ALARM. D. HARDWIRE FAN SHUTDOWN UPON HIGH DUCT PRESSURE ALARM ACTIVATION. EMS RECORDS HIGH PRESSURE ALARM. USE MANUAL RESET TO PREVENT RECYCLING. AHU ECONOMIZER 1. ECONOMIZER CONSISTS OF THE MIXED AIR DAMPER AND OUTSIDE AIR DAMPER WORKING IN OPPOSITION. OUTSIDE AIR DAMPER SPRINGS NORMALLY CLOSED AND MIXED AIR DAMPER SPRINGS NORMALLY OPEN. 2. ECONOMIZER IS CLOSED WHEN FAN IS OFF OR WHEN SYSTEM IS IN WARM -UP MODE. 3. ECONOMIZER CLOSES TO A MINIMUM DAMPER POSITION (VAR) IN HEATING MODE. MINIMUM DAMPER POSITION CAN BE RESET BY THE OUTSIDE AIR CFM MINIMUM SETPOINT (VAR) IF FLOW MEASUREMENT DEVICE AND /OR CO2 SENSOR(S) IS /ARE AVAILABLE. INITIAL CO2 SETPOINT IS 1000 PPM (VAR). ECONOMIZER CLOSES COMPLETELY VIA A MIXED AIR LOW LIMIT SETPOINT INITIALLY SET AT 38 DEGREES F (VAR). 4. ECONOMIZER MODULATES AS FIRST STAGE OF COOLING TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). 5. ECONOMIZER CLOSES TO MINIMUM DAMPER POSITION WHEN OSA TEMPERATURE EXCEEDS THE RETURN TEMPERATURE. EXHAUST DAMPER 1. EXHAUST DAMPER SPRINGS NORMALLY CLOSED AND REMAINS CLOSED WHEN FAN IS OFF OR IN WARM -UP MODE. 2. EXHAUST DAMPER POSITION MIMICS THE OUTSIDE AIR DAMPER POSITION BUT CAN BE RESET BY MIXED AIR CHAMBER PRESSURE SETPOINT (VAR) TO ENSURE POSITIVE PRESSURE IN THE CHAMBER IF PRESSURE SENSOR IS AVAILABLE. HYDRONIC HEATING COIL 1. HEATING VALVE SPRINGS NORMALLY OPEN TO THE COIL AND IS CLOSED WHEN FAN IS OFF. 2. HEATING VALVE OPENS WHEN FREEZESTAT ALARM IS DETECTED. ANY ASSOCIATED PUMPS AND BUILDING HEATING SYSTEM ALSO ACTIVATE. 3. HEATING VALVE MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). DX COOLING 1. DX ENABLE IS OFF WHEN FAN IS OFF. 2. DX COOLING IS USED AS SECOND STAGE OF COOLING TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). SEQUENCE MULTIPLE STAGES IF AVAILABLE. PROVIDE TIME DELAYS TO PREVENT SHORT CYCLING. AHU AIR TEMPERATURE SETPOINT 1. USE ROOM AIR TEMP SETPOINT (VAR) FOR CONTROL 2. AVERAGE MULTIPLE ROOM SENSORS FOR CONTROL IF THEY AVAILABLE. THE EMCS OPERATOR SHALL BE ABLE ADD, DELETE AND MODIFY TEMPERATURES USED FOR AVERAGING. AHU MINIMUM DAMPER POSITION SETPOINT 1. MINIMUM DAMPER POSITION SHALL VARY TO MAINTAIN: A. OVERALL MINIMUM CFM X (VAR) WHEN THE ASSOCIATED SPACE OCCUPANCY SENSOR IS OFF (IF AVAILABLE). B. OCCUPIED SPACE MINIMUM CFM X (VAR) AND SPACE CO2 MINIMUM PPM X (VAR) WHEN THE ASSOCIATED OCCUPANCY SENSOR IS ON (IF AVAILABLE). 10W LIMIT THERMOSTAT: A MANUAL RESET LOW LIMIT THERMOSTAT DOWNSTREAM OF THE HEATING COIL SHALL CLOSE THE OUTSIDE AIR DAMPER, TURN OFF THE FAN, OPEN THE HEATING VALVE AND ACTIVATE AN ALARM AT THE OPERATOR INTERFACE IF THE TEMPERATURE AT ITS SENSOR DROPS BELOW 407. THE RESET BUTTON ON THE THERMOSTAT SHALL BE RESET TO RESTORE UNIT OPERATION. FIRE ALARM SYSTEM: SMOKE DETECTORS PROVIDED BY DIVISION 16 TO SHUT DOWN UNIT UPON SENSING OF SMOKE. PROVIDE CONNECTION TO AUXILIARY CONTACTS ON DETECTOR AND REPORT ALARM AT THE DDC SYSTEM. OCCUPANCY SENSORS: EACH CLASSROOM UNIT SHALL BE INTERLOCKED WITH THE LIGHTING OCCUPANCY SENSORS LOCATED IN THE SPACES SERVED (SEE DIVISION 16 FOR OCCUPANCY SENSORS). WHEN IN OCCUPIED MODE, AND ALL AREAS SERVED BY THE UNIT HAVE NO OCCUPANCY (AS SENSED BY THE OCCUPANCY SENSORS), THE UNITS OUTSIDE AIR DAMPER SHALL CLOSE UNTIL OCCUPANCY IS DETECTED. SAFETIES SHALL BE IN PLACE SO AS TO ALLOW LIGHTS TO BE OFF (MOVIE WATCHING) BUT THE OSA TO REMAIN AT NORMAL OCCUPIED SETPOINT. YMNASIUM. PLATFQRM AND MULTI- PURPOSE AREA AIR HANDLING UNIT 1. IN ADDITION TO THE ABOVE SEQUENCE FOR SINGLE ZONE AIR HANDLING UNITS, AIR HANDLING UNITS SERVING THE GYMNASIUM AND MULTI - PURPOSE AREAS SHALL BE PROVIDED WITH AUTOMATIC MODULATION OF THE OUTSIDE AIR DAMPER BASED ON SIGNAL FROM A CARBON DIOXIDE SENSOR. 2. DURING THE OCCUPIED MODE, A CARBON DIOXIDE SENSOR LOCATED IN THE RETURN AIR DUCT SHALL MONITOR AIR QUALITY WITHIN EACH SPACE. AS COs LEVEL RISES WITHIN THE SPACE INDICATING HIGH OCCUPANCY LOAD, THE SENSOR SHALL AUTOMATICALLY INCREASE OSA DAMPER MINIMUM POSITION TO A LEVEL NECESSARY TO PREVENT CO2LEVELS FROM EXCEEDING AN ADJUSTABLE HIGH LIMIT. (INITIAL SETPOINT. 1000 PARTS PER MILLION.) LLJ INSTRUCTIONAL ACTIVITIES AIR HANDLING UNIT: T 1. PROVIDE INTERLOCK WITH DOOR CONTACT, INSTALLED BY THIS CONTRACTOR, AND SHUT DOWN UNIT WHEN DOOR IS OPEN. UPON CLOSING OF DOOR, UNIT SHALL RESUME NORMAL OPERATION. 1597 INFORMATION AT THE TERMINAL: ZONE TEMPERATURE DUCT SMOKE DETECTOR STATUS (FOR REQUIRED ZONE TEMPERATURE SETPOINT UNITS) UNIT COMMANDED MODE (OCCUPIED /UNOCCUPIED, HEATING / COOUNG) RETURN FAN SPEED SUPPLY AIR TEMPERATURE RETURN FAN ALARM MIXED AIR TEMPERATURE RETURN AIR CO2 SENSOR (FOR REQUIRED UNITS) RETURN AIR TEMPERATURE OCCUPANCY SENSOR STATUS (FOR ALL CLASSROOM DX COOLING UNITS) OUTSIDE AIR AND RETURN DAMPER POSITIONS (% COMMANDED OPEN) SPACE PRESSURE READING (MULTI- PURPOSE UNIT) HOT WATER CONTROL VALVE POSITION FILTER STATUS FAN ON /OFF (FOR EACH FAN) OVERRIDE STATUS FAN STATUS VIA CURRENT SENSING RELAY (SUPPLY FAN ONLY) OVERRIDE TIMER VALUE FAN RUNTIME TOTALIZATION (EACH FAN FOR UNITS WITH RETURN FAN) FREEZE STAT 15970 VFD INTERFACE 15970 ACTUATOJR S S STATUS SPEED ALARM ONLY 15970 EA RA 1585 a LLJ 15970 15970 T f 15970 1597 0 SPACE SPACE 15970 ACTUATOR OCATE 3/3 158 ONLY N DOWN DUCT VAV AH r T 15970 15970 ACTUATO W 00 A ONLY x 0 SA OA MA W Z J 1 70 e < a o ox S 15855 T 15970 °x o 15970 16000 s UNIT ONTROL BY EMCS CONTROLLER VFD INTERFACE 15970 15970 15970 S S STATUS SPEED ALARM L- DX - DX INTERFACE 15970 �- DX - © C S/S 15970 © © STATUS ACTUATOR ONLY N.X H WR - WS - 15855 VAV AIR HANDLING UNIT SEQUENCE OF OPERATION FOR 4 PIPE, VARIABLE AIR, MULTIZONE AIR HANDLING UNIT GENERAL 1. (VAR) IS AN ABBREVIATION FOR VARIABLE AND INDICATES THAT THE PRECEEDING NOUN IS AN EMCS VARIABLE VALUE. 2. SPACE TEMPERATURE SENSORS EQUIPPED WITH PUSHBUTTONS TO PROVIDE UNOCCUPIED OVERRIDE REQUEST AND SPACE TEMPERATURE SETPOINT ADJUSTMENT AS REQUIRED. AHU SUPPLY AND RETURN /EXHAUST FANS 1. SUPPLY AND RETURN /EXHAUST FAN START VIA A SCHEDULE (VAR), WARM -UP MODE COMMAND (VAR) OR OVERRIDE COMMAND (VAR). WARM -UP MODE COMMAND IS GENERATED BY AN EMCS OPTIMIZATION ROUTINE. OVERRIDE COMMAND CAN BE TRIGGERED BY X (VAR) SPACE TEMPERATURE SENSOR UNOCCUPIED OVERRIDE REQUESTS, X (VAR) SPACE TEMPERATURE SENSORS IN UNOCCUPIED HEATING MODE, OR BY EMS USER INTERFACE. FANS START AFTER ASSOCIATED TERMINAL UNITS HAVE HAD 5 MINUTES (VAR) TO START. 2. SUPPLY FAN SPEED VARIES TO MAINTAIN DUCT PRESSURE SETPOINT OF 1.5 INW (VAR). LOCATE DUCT PRESSURE SENSOR 2/3 DOWN MAIN SUPPLY DUCT. 3. RETURN /EXHAUST FAN SPEED VARIES TO MAINTAIN BUILDING SUPPLY PRESSURE SETPOINT OF 0.01 INW (VAR). LOCATE BUILDING PRESSURE SENSOR IN LARGE OPEN AREA OR IN CORRIDOR AWAY FROM OUTSIDE EXIT AND ENTRANCES. 4. FAN ALARMS A. FAN ALARM ACTIVATES IF FAN STATUS FAILS TO ACTIVATE AFTER FAN HAS BEEN STARTED. EMS RECORDS FAN ALARM. B. HARDWIRE FAN SHUTDOWN UPON LOW LIMIT ALARM ACTIVATION. EMS RECORDS LOW LIMIT ALARM. USE MANUAL RESET TO PREVENT SHORT CYCLING. C. HARDWIRE FAN SHUTDOWN UPON ACTIVATION OF FIRE /SMOKE ALARM. EMCS RECORDS FIRE /SMOKE ALARM. D. HARDWIRE FAN SHUTDOWN UPON HIGH DUCT PRESSURE ALARM ACTIVATION. EMS RECORDS HIGH PRESSURE ALARM, USE MANUAL RESET TO PREVENT RECYCLING. AHU ECONOMIZER 1. ECONOMIZER CONSISTS OF THE MIXED AIR DAMPER AND OUTSIDE AIR DAMPER WORKING IN OPPOSITION. OUTSIDE AIR DAMPER SPRINGS NORMALLY CLOSED AND MIXED AIR DAMPER SPRINGS NORMALLY OPEN. 2. ECONOMIZER IS CLOSED WHEN FAN IS OFF OR WHEN SYSTEM IS IN WARM -UP MODE. 3. ECONOMIZER CLOSES TO A MINIMUM DAMPER POSITION (VAR) IN HEATING MODE. MINIMUM DAMPER POSITION CAN BE RESET BY THE OUTSIDE AIR CFM MINIMUM SETPOINT (VAR) IF FLOW MEASUREMENT DEVICE AND /OR CO2 SENSOR(S) IS /ARE AVAILABLE. INITIAL CO2 SETPOINT IS 1000 PPM (VAR). ECONOMIZER CLOSES COMPLETELY VIA A MIXED AIR LOW LIMIT SETPOINT INITIALLY SET AT 38 DEGREES F (VAR). 4. ECONOMIZER MODULATES AS FIRST STAGE OF COOLING TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). 5. ECONOMIZER CLOSES TO MINIMUM DAMPER POSITION WHEN OSA TEMPERATURE EXCEEDS THE RETURN TEMPERATURE. EXHAUST DAMPER 1. EXHAUST DAMPER SPRINGS NORMALLY CLOSED AND REMAINS CLOSED WHEN FAN IS OFF OR IN WARM -UP MODE. 2. EXHAUST DAMPER POSITION MIMICS THE OUTSIDE AIR DAMPER POSITION BUT CAN BE RESET BY MIXED AIR CHAMBER PRESSURE SETPOINT (VAR) TO ENSURE POSITIVE PRESSURE IN THE CHAMBER IF PRESSURE SENSOR IS AVAILABLE. HYDRONIC HEATING COIL 1. HEATING VALVE SPRINGS NORMALLY OPEN TO THE COIL AND IS CLOSED WHEN FAN IS OFF. 2. HEATING VALVE OPENS WHEN FREEZESTAT ALARM IS DETECTED. ANY ASSOCIATED PUMPS AND BUILDING HEATING SYSTEM ALSO ACTIVATE. 3. HEATING VALVE MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). HYDRONIC COOLING COIL 1. COOLNG VALVE SPRINGS NORMALLY CLOSED TO THE COIL AND IS CLOSED WHEN FAN IS OFF. 2. COOLING VALVE CLOSES WHEN FREEZESTAT ALARM IS DETECTED. ANY ASSOCIATED PUMPS AND BUILDING COOLING SYSTEM ALSO STOP. 3. COOLING VALVE MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR) AS COOLING SECOND STAGE. AHU AIR TEMPERATURE SETPOINT 1. USE DISCHARGE AIR TEMP SETPOINT (VAR) FOR CONTROL AND VARY FROM 50 DEGREES F (VAR) TO 90 DEGREES F. (VAR) BASED ON TERMINAL UNIT MODES. 2. INCREASE THE SETPOINT 1 DEGREE F (VAR) EVERY 10 MINUTES IF THE NUMBER OF TERMINAL UNITS IN HEATING MODE EXCEEDS X (VAR), OR THE NUMBER OF TERMINAL UNITS IN HEATING MODE EXCEEDS THE NUMBER OF TERMINAL UNITS IN COOLING AND DEADBAND MODE. 3. DECREASE THE SETPOINT 1 DEGREE F (VAR) EVERY 10 MINUTES IF THE NUMBER OF TERMINAL UNITS IN COOUNG MODE EXCEEDS X (VAR), OR THE NUMBER OF TERMINAL UNITS IN COOLING MODE EXCEEDS THE NUMBER OF TERMINAL UNITS IN HEATING AND DEADBAND MODE. AHU MINIMUM DAMPER POSITION SETPOINT 1. MINIMUM DAMPER POSITION SHALL VARY TO MAINTAIN: A. OVERALL MINIMUM CFM X (VAR) WHEN THE ASSOCIATED SPACE OCCUPANCY SENSOR IS OFF (IF AVAILABLE). B. OCCUPIED SPACE MINIMUM CFM X (VAR) AND SPACE CO2 MINIMUM PPM X (VAR) WHEN THE ASSOCIATED OCCUPANCY SENSOR IS ON (IF AVAILABLE). FIRE ALARM SHUTDOWN: UPON A GENERAL FIRE ALARM ALL AIR HANDLING EQUIPMENT SHALL SHUT DOWN. THE AIR HANDLERS HAVE SMOKE DETECTORS THAT SHUT DOWN THAT SPECIFIC UNIT IF SMOKE IS SENSED IN THE DUCTWORK AND THE DDC SYSTEM SHALL COMMAND A SOFTWARE SHUTDOWN OF ALL AIR HANDLING EQUIPMENT_ INFORMATION AT THE TERMINAL: FREEZE STAT UNIT COMMANDED MODE (OCCUPIED /UNOCCUPIED) SUPPLY PRESSURE HIGH LIMIT SUPPLY AIR TEMPERATURE DUCT PRESSURE MIXED AIR TEMPERATURE FAN SPEED (EACH FAN) RETURN AIR TEMPERATURE FAN ALARM (EACH FAN) OUTSIDE AIR AND RETURN DAMPER POSITIONS SPACE PRESSURE READING (% COMMANDED OPEN) RETURN AIR CO2 SENSOR HOT WATER CONTROL VALVE POSITION FILTER STATUS DX COOLING OUTPUT STATUS FAN ON /OFF (EACH FAN) OVERRIDE TIMER VALUE FAN STATUS (EACH FAN) POINTS LIST FAN RUNTIME TOTALIZATION (EACH FAN) DISCHARGE TEMPERATURE DUCT SMOKE DETECTOR STATUS FAN ENABLE FAN STATUS TOR 15970 0 SPACE TERMINAL UNIT A. THE TERMINAL UNIT SHALL BE CONTROLLED AND ENERGIZED AS SCHEDULED BY THE BUILDING DDC SYSTEM. B. OCCUPIED MODE: THE UNIT SHALL BE CONSIDERED AS RUNNING CONTINUOUSLY AND PRIMARY AIR DAMPER WILL REMAIN AT A MINIMUM POSITION AS REQUIRED FOR VENTILATION. UPON CALL FOR COOLING OR HEATING AS SENSED BY THE SPACE THERMOSTAT, THE PRIMARY AIR DAMPER AND THE HEATING CONTROL VALVE SHALL MODULATE TO MAINTAIN RESPECTIVE SET POINTS OF 707 HEATING AND 757 COOLING (ADJUSTABLE). C. UNOCCUPIED MODE: THE UNIT PRIMARY AIR DAMPER AND HEATING CONTROL VALVE SHALL BE CLOSED. D. INFORMATION AT TERMINAL: ZONE TEMPERATURE SET POINT UNIT COMMANDED MODE (OCCUPIED /UNOCCUPIED). SUPPLY AIR TEMPERATURE. DAMPER POSITION ( % COMMANDED OPEN). HOT WATER CONTROL VALVE POSITION. SUPPLY CFM SETPOINTS 11 N Q Q 0 tY Z 0 0 N3 Z LLJ 0� O o� � N O Z 2 0� _ t H � Q cV 0 O Q Z J H 600 O� N V E <2 0 J E ui PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEEP M7.02 OF: L LLJ Y cy e E 0 u N N r Z A 0. e d 1 ! Y u = L s 11 N Q Q 0 tY Z 0 0 N3 Z LLJ 0� O o� � N O Z 2 0� _ t H � Q cV 0 O Q Z J H 600 O� N V E <2 0 J E ui PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEEP M7.02 OF: L I 0 i Fol ACTUATOR ONLY EA 15970 ACTUAT ONLY 15970 0 RA T ACTUATOR ONLY n ran - HWS - F_ CWS - r 15970E ! X15970 VFD INTERFACE 15970 ACTUATOR S/S STATUS SPEED ALARM ONLY 15970 15970 15970 15970 O O® EA ® EA O 15970 SPACE 15970 1 ®0 1 ®0 S STCH SPACE 15970 T RELAY OR T SA EMCS CONTROL INPUT STARTER 16000 SA UNIT ONTROL BY EMCS CONTROLLER 15970 VFD INTERFACE 15970 S S STATUS COMMONS AIR HANDLING UNIT SEQUENCE OF OPERATION FOR 4 PIPE, VARIABLE AIR, SINGLE ZONE AIR HANDLING UNIT GENERA L 1. (VAR) IS AN ABBREVIATION FOR VARIABLE AND INDICATES THAT THE PRECEEDING NOUN IS AN EMCS VARIABLE VALUE. 2. SPACE TEMPERATURE SENSORS EQUIPPED WITH PUSHBUTTONS TO PROVIDE UNOCCUPIED OVERRIDE REQUEST AND SPACE TEMPERATURE SETPOINT ADJUSTMENT AS REQUIRED. AHU SUPPLY AND RETURN /EXHAUST FANS 1. SUPPLY AND RETURN /EXHAUST FAN START VIA A SCHEDULE (VAR), WARM -UP MODE COMMAND (VAR) OR OVERRIDE COMMAND (VAR). WARM -UP MODE COMMAND IS GENERATED BY AN EMCS OPTIMIZATION ROUTINE. OVERRIDE COMMAND CAN BE TRIGGERED BY X (VAR) SPACE TEMPERATURE SENSOR UNOCCUPIED OVERRIDE REQUESTS, X (VAR) SPACE TEMPERATURE SENSORS IN UNOCCUPIED HEATING MODE, OR BY EMS USER INTERFACE. FANS START AFTER ASSOCIATED TERMINAL UNITS HAVE HAD 5 MINUTES (VAR) TO START. 2. SUPPLY FAN SPEED IS SET TO CONSTANT AT VFD UNIT. 3. RETURN /EXHAUST FAN SPEED VARIES TO MAINTAIN BUILDING SUPPLY PRESSURE SETPOINT OF 0.01 INW (VAR). LOCATE BUILDING PRESSURE SENSOR IN LARGE OPEN AREA OR IN CORRIDOR AWAY FROM OUTSIDE EXIT AND ENTRANCES. 4. FAN ALARMS A. FAN ALARM ACTIVATES IF FAN STATUS FAILS TO ACTIVATE AFTER FAN HAS BEEN STARTED. EMS RECORDS FAN ALARM. B. HARDWIRE FAN SHUTDOWN UPON LOW LIMIT ALARM ACTIVATION. EMS RECORDS LOW LIMIT ALARM. USE MANUAL RESET TO PREVENT SHORT CYCLING. C. HARDWIRE FAN SHUTDOWN UPON ACTIVATION OF FIRE /SMOKE ALARM. EMCS RECORDS FIRE /SMOKE ALARM. D. HARDWIRE FAN SHUTDOWN UPON HIGH DUCT PRESSURE ALARM ACTIVATION. EMS RECORDS HIGH PRESSURE ALARM. USE MANUAL RESET TO PREVENT RECYCLING. AHU ECONOMIZER 1. ECONOMIZER CONSISTS OF THE MIXED AIR DAMPER AND OUTSIDE AIR DAMPER WORKING IN OPPOSITION. OUTSIDE AIR DAMPER SPRINGS NORMALLY CLOSED AND MIXED AIR DAMPER SPRINGS NORMALLY OPEN. 2. ECONOMIZER IS CLOSED WHEN FAN IS OFF OR WHEN SYSTEM IS IN WARM -UP MODE. 3. ECONOMIZER CLOSES TO A MINIMUM DAMPER POSITION (VAR) IN HEATING MODE, MINIMUM DAMPER POSITION CAN BE RESET BY THE OUTSIDE AIR CFM MINIMUM SETPOINT (VAR) IF FLOW MEASUREMENT DEVICE AND /OR CO2 SENSOR(S) IS /ARE AVAILABLE. INITIAL CO2 SETPOINT IS 1000 PPM (VAR). ECONOMIZER CLOSES COMPLETELY VIA A MIXED AIR LOW LIMIT SETPOINT INITIALLY SET AT 38 DEGREES F (VAR). 4. ECONOMIZER MODULATES AS FIRST STAGE OF COOLING TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). 5. ECONOMIZER CLOSES TO MINIMUM DAMPER POSITION WHEN OSA TEMPERATURE EXCEEDS THE RETURN TEMPERATURE. EXHAUST DAMPER 1. EXHAUST DAMPER SPRINGS NORMALLY CLOSED AND REMAINS CLOSED WHEN FAN IS OFF OR IN WARM -UP MODE. 2. EXHAUST DAMPER POSITION MIMICS THE OUTSIDE AIR DAMPER POSITION BUT CAN BE RESET BY MIXED AIR CHAMBER PRESSURE SETPOINT (VAR) TO ENSURE POSITIVE PRESSURE IN THE CHAMBER IF PRESSURE SENSOR IS AVAILABLE. HYDRONIC HEATING COIL 1. HEATING VALVE SPRINGS NORMALLY OPEN TO THE COIL AND IS CLOSED WHEN FAN IS OFF. 2. HEATING VALVE OPENS WHEN FREEZESTAT ALARM IS DETECTED. ANY ASSOCIATED PUMPS AND BUILDING HEATING SYSTEM ALSO ACTIVATE. 3. HEATING VALVE MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). HYDRONIC COOLING COIL 1. COOLNG VALVE SPRINGS NORMALLY CLOSED TO THE COIL AND IS CLOSED WHEN FAN IS OFF. 2. COOLING VALVE CLOSES WHEN FREEZESTAT ALARM IS DETECTED. ANY ASSOCIATED PUMPS AND BUILDING COOLING SYSTEM ALSO STOP. 3. COOLING VALVE MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR) AS COOLING SECOND STAGE. AHU AIR TEMPERATURE SETPOINT 1. USE ROOM AIR TEMP SETPOINT (VAR) FOR CONTROL 2, AVERAGE MULTPLE ROOM SENSORS FOR CONTROL IF THEY AVAILABLE. THE EMCS OPERATOR SHALL BE ABLE ADD, DELETE AND MODIFY TEMPERATURES USED FOR AVERAGING. AHU MINIMUM DAMPER POSITION SETPOINT 1, MINIMUM DAMPER POSITION SHALL VARY TO MAINTAIN: A. OVERALL MINIMUM CFM X (VAR) WHEN THE ASSOCIATED SPACE OCCUPANCY SENSOR IS OFF (IF AVAILABLE). B. OCCUPIED SPACE MINIMUM CFM X (VAR) AND SPACE CO2 MINIMUM PPM X (VAR) WHEN THE ASSOCIATED OCCUPANCY SENSOR IS ON (IF AVAILABLE). TYPICAL SWITCH CONTROLLED EXHAUST FAN CONTROL SEQUENCE 1. EXHAUST FAN CONTROL IS BY SWITCH IN SPACE AS NOTED ON THE DRAWINGS. EXHAUST FANS - SYSTEM DESCRIPTION: THE SYSTEM IS COMPRISED OF EXHAUST FANS THAT ARE SWITCHED. AVAILABLE MODES: THE FOLLOWING MODES ARE SUPPORTED FOR THESE UNITS - OCCUPIED /UNOCCUPIED SCHEDULING, FIRE ALARM MODE. DETAILED SEQUENCE OF OPERATION: FIRE ALARM MODE: UPON A SIGNAL FROM THE FIRE ALARM PANEL, ALL UNITS WITHIN THE BUILDING IN ALARM SHALL BE COMMANDED OFF. GAS HX INTERFACE 15970 S/S Y HEAT 15970 15970 DESCRIPTION Q 0 -10 VDC - G Y o -GAS HEAT EXCHANGER CURRENT SENSOR 4 -WAY CONTROL VALVE QT TEMPERATURE SENSOR AFF ABOVE FINISHED FLOOR ® SPACE PRESSURE SENSOR BFF BELOW FINISHED FLOOR CO CARBON DIOXIDE SENSOR POC POINT OF CONNECTION © CARDON MONOXIDE SENSOR MC MECHANICAL CONTRACTOR P DIFFERENTIAL PRESSURE SENSOR EC ELECTRICAL CONTRACTOR ® MOTORIZED DAMPER � � GENERAL CONTRACTOR RA RETURN AIR -CS-1 CONDENSER SUPPLY SA SUPPLY AIR CONDENSER RETURN OA OUTSIDE AIR FHWS CHILLED WATER SUPPLY EA EXHAUST AIR s CHILLED WATER RETURN VFD VARIABLE FREQUENCY DRIVE HOT WATER SUPPLY -- CONTROL VALVE - HWR - HOT WATER RETURN - 15970E ! X15970 VFD INTERFACE 15970 ACTUATOR S/S STATUS SPEED ALARM ONLY 15970 15970 15970 15970 O O® EA ® EA O 15970 SPACE 15970 1 ®0 1 ®0 S STCH SPACE 15970 T RELAY OR T SA EMCS CONTROL INPUT STARTER 16000 SA UNIT ONTROL BY EMCS CONTROLLER 15970 VFD INTERFACE 15970 S S STATUS COMMONS AIR HANDLING UNIT SEQUENCE OF OPERATION FOR 4 PIPE, VARIABLE AIR, SINGLE ZONE AIR HANDLING UNIT GENERA L 1. (VAR) IS AN ABBREVIATION FOR VARIABLE AND INDICATES THAT THE PRECEEDING NOUN IS AN EMCS VARIABLE VALUE. 2. SPACE TEMPERATURE SENSORS EQUIPPED WITH PUSHBUTTONS TO PROVIDE UNOCCUPIED OVERRIDE REQUEST AND SPACE TEMPERATURE SETPOINT ADJUSTMENT AS REQUIRED. AHU SUPPLY AND RETURN /EXHAUST FANS 1. SUPPLY AND RETURN /EXHAUST FAN START VIA A SCHEDULE (VAR), WARM -UP MODE COMMAND (VAR) OR OVERRIDE COMMAND (VAR). WARM -UP MODE COMMAND IS GENERATED BY AN EMCS OPTIMIZATION ROUTINE. OVERRIDE COMMAND CAN BE TRIGGERED BY X (VAR) SPACE TEMPERATURE SENSOR UNOCCUPIED OVERRIDE REQUESTS, X (VAR) SPACE TEMPERATURE SENSORS IN UNOCCUPIED HEATING MODE, OR BY EMS USER INTERFACE. FANS START AFTER ASSOCIATED TERMINAL UNITS HAVE HAD 5 MINUTES (VAR) TO START. 2. SUPPLY FAN SPEED IS SET TO CONSTANT AT VFD UNIT. 3. RETURN /EXHAUST FAN SPEED VARIES TO MAINTAIN BUILDING SUPPLY PRESSURE SETPOINT OF 0.01 INW (VAR). LOCATE BUILDING PRESSURE SENSOR IN LARGE OPEN AREA OR IN CORRIDOR AWAY FROM OUTSIDE EXIT AND ENTRANCES. 4. FAN ALARMS A. FAN ALARM ACTIVATES IF FAN STATUS FAILS TO ACTIVATE AFTER FAN HAS BEEN STARTED. EMS RECORDS FAN ALARM. B. HARDWIRE FAN SHUTDOWN UPON LOW LIMIT ALARM ACTIVATION. EMS RECORDS LOW LIMIT ALARM. USE MANUAL RESET TO PREVENT SHORT CYCLING. C. HARDWIRE FAN SHUTDOWN UPON ACTIVATION OF FIRE /SMOKE ALARM. EMCS RECORDS FIRE /SMOKE ALARM. D. HARDWIRE FAN SHUTDOWN UPON HIGH DUCT PRESSURE ALARM ACTIVATION. EMS RECORDS HIGH PRESSURE ALARM. USE MANUAL RESET TO PREVENT RECYCLING. AHU ECONOMIZER 1. ECONOMIZER CONSISTS OF THE MIXED AIR DAMPER AND OUTSIDE AIR DAMPER WORKING IN OPPOSITION. OUTSIDE AIR DAMPER SPRINGS NORMALLY CLOSED AND MIXED AIR DAMPER SPRINGS NORMALLY OPEN. 2. ECONOMIZER IS CLOSED WHEN FAN IS OFF OR WHEN SYSTEM IS IN WARM -UP MODE. 3. ECONOMIZER CLOSES TO A MINIMUM DAMPER POSITION (VAR) IN HEATING MODE, MINIMUM DAMPER POSITION CAN BE RESET BY THE OUTSIDE AIR CFM MINIMUM SETPOINT (VAR) IF FLOW MEASUREMENT DEVICE AND /OR CO2 SENSOR(S) IS /ARE AVAILABLE. INITIAL CO2 SETPOINT IS 1000 PPM (VAR). ECONOMIZER CLOSES COMPLETELY VIA A MIXED AIR LOW LIMIT SETPOINT INITIALLY SET AT 38 DEGREES F (VAR). 4. ECONOMIZER MODULATES AS FIRST STAGE OF COOLING TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). 5. ECONOMIZER CLOSES TO MINIMUM DAMPER POSITION WHEN OSA TEMPERATURE EXCEEDS THE RETURN TEMPERATURE. EXHAUST DAMPER 1. EXHAUST DAMPER SPRINGS NORMALLY CLOSED AND REMAINS CLOSED WHEN FAN IS OFF OR IN WARM -UP MODE. 2. EXHAUST DAMPER POSITION MIMICS THE OUTSIDE AIR DAMPER POSITION BUT CAN BE RESET BY MIXED AIR CHAMBER PRESSURE SETPOINT (VAR) TO ENSURE POSITIVE PRESSURE IN THE CHAMBER IF PRESSURE SENSOR IS AVAILABLE. HYDRONIC HEATING COIL 1. HEATING VALVE SPRINGS NORMALLY OPEN TO THE COIL AND IS CLOSED WHEN FAN IS OFF. 2. HEATING VALVE OPENS WHEN FREEZESTAT ALARM IS DETECTED. ANY ASSOCIATED PUMPS AND BUILDING HEATING SYSTEM ALSO ACTIVATE. 3. HEATING VALVE MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). HYDRONIC COOLING COIL 1. COOLNG VALVE SPRINGS NORMALLY CLOSED TO THE COIL AND IS CLOSED WHEN FAN IS OFF. 2. COOLING VALVE CLOSES WHEN FREEZESTAT ALARM IS DETECTED. ANY ASSOCIATED PUMPS AND BUILDING COOLING SYSTEM ALSO STOP. 3. COOLING VALVE MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR) AS COOLING SECOND STAGE. AHU AIR TEMPERATURE SETPOINT 1. USE ROOM AIR TEMP SETPOINT (VAR) FOR CONTROL 2, AVERAGE MULTPLE ROOM SENSORS FOR CONTROL IF THEY AVAILABLE. THE EMCS OPERATOR SHALL BE ABLE ADD, DELETE AND MODIFY TEMPERATURES USED FOR AVERAGING. AHU MINIMUM DAMPER POSITION SETPOINT 1, MINIMUM DAMPER POSITION SHALL VARY TO MAINTAIN: A. OVERALL MINIMUM CFM X (VAR) WHEN THE ASSOCIATED SPACE OCCUPANCY SENSOR IS OFF (IF AVAILABLE). B. OCCUPIED SPACE MINIMUM CFM X (VAR) AND SPACE CO2 MINIMUM PPM X (VAR) WHEN THE ASSOCIATED OCCUPANCY SENSOR IS ON (IF AVAILABLE). TYPICAL SWITCH CONTROLLED EXHAUST FAN CONTROL SEQUENCE 1. EXHAUST FAN CONTROL IS BY SWITCH IN SPACE AS NOTED ON THE DRAWINGS. EXHAUST FANS - SYSTEM DESCRIPTION: THE SYSTEM IS COMPRISED OF EXHAUST FANS THAT ARE SWITCHED. AVAILABLE MODES: THE FOLLOWING MODES ARE SUPPORTED FOR THESE UNITS - OCCUPIED /UNOCCUPIED SCHEDULING, FIRE ALARM MODE. DETAILED SEQUENCE OF OPERATION: FIRE ALARM MODE: UPON A SIGNAL FROM THE FIRE ALARM PANEL, ALL UNITS WITHIN THE BUILDING IN ALARM SHALL BE COMMANDED OFF. GAS HX INTERFACE 15970 S/S Y HEAT 15970 15970 DESCRIPTION Q 0 -10 VDC - G Y o -GAS HEAT EXCHANGER C O OSA TEMP 1 ONLY 15970 N.C. ACTUATOR AA ONLY N.O. CONTROL BY UNIT X-15970 EMCS CONTROLLER DX COOLING COIL DX INTERFACE 15970 PACKAGED GAS-FIRED UNITS& C @ S/S © © STATUS SEQUENCE OF OPERATION FOR GAS AND DX, SINGLE ZONE AIR HANDLING UNIT GENERA 1. (VAR) IS AN ABBREVIATION FOR VARIABLE AND INDICATES THAT THE PRECEI =DING NOUN IS AN EMCS VARIABLE VALUE. 2. SPACE TEMPERATURE SENSORS EQUIPPED WITH PUSHBUTTONS TO PROVIDE UNOCCUPIED OVERRIDE REQUEST AND SPACE TEMPERATURE SETPOINT ADJUSTMENT AS REQUIRED. AHU SUPPLY AND RETURN /EXHAUST FANS 1. SUPPLY AND RETURN /EXHAUST FAN START VIA A SCHEDULE (VAR), WARM -UP MODE COMMAND (VAR) OR OVERRIDE COMMAND (VAR). WARM -UP MODE COMMAND IS GENERATED BY AN EMCS OPTIMIZATION ROUTINE. OVERRIDE COMMAND CAN BE TRIGGERED BY X (VAR) SPACE TEMPERATURE SENSOR UNOCCUPIED OVERRIDE REQUESTS, X (VAR) SPACE TEMPERATURE SENSORS IN UNOCCUPIED HEATING MODE, OR BY EMCS USER INTERFACE. FANS START AFTER ASSOCIATED TERMINAL UNITS HAVE HAD 5 MINUTES (VAR) TO START. 4. FAN ALARMS A. FAN ALARM ACTIVATES IF FAN STATUS FAILS TO ACTIVATE AFTER FAN HAS BEEN STARTED. EMCS RECORDS FAN ALARM. B. HARDWIRE FAN SHUTDOWN UPON LOW LIMIT ALARM ACTIVATION. EMCS RECORDS LOW LIMIT ALARM. USE MANUAL RESET TO PREVENT SHORT CYCLING. C. HARDWIRE FAN SHUTDOWN UPON ACTIVATION OF FIRE /SMOKE ALARM. EMCS RECORDS FIRE /SMOKE ALARM. AHU ECONOMIZER 1. ECONOMIZER CONSISTS OF THE MIXED AIR DAMPER AND OUTSIDE AIR DAMPER WORKING IN OPPOSITION. OUTSIDE AIR DAMPER SPRINGS NORMALLY CLOSED AND MIXED AIR DAMPER SPRINGS NORMALLY OPEN. 2. ECONOMIZER IS CLOSED WHEN FAN IS OFF OR WHEN SYSTEM IS IN WARM -UP MODE. 3. ECONOMIZER CLOSES TO A MINIMUM DAMPER POSITION (VAR) IN HEATING MODE. MINIMUM DAMPER POSITION CAN BE RESET BY THE OUTSIDE AIR CFM MINIMUM SETPOINT (VAR) IF FLOW MEASUREMENT DEVICE AND /OR CO2 SENSOR(S) IS /ARE AVAILABLE. INITIAL CO2 SETPOINT IS 1000 PPM (VAR). ECONOMIZER CLOSES COMPLETELY VIA A MIXED AIR LOW LIMIT SETPOINT INITIALLY SET AT 38 DEGREES F (VAR). 4. ECONOMIZER MODULATES AS FIRST STAGE OF COOLING TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). 5. ECONOMIZER CLOSES TO MINIMUM DAMPER POSITION WHEN OSA TEMPERATURE EXCEEDS THE RETURN TEMPERATURE. EXHAUST DAMPER 1. EXHAUST DAMPER SPRINGS NORMALLY CLOSED AND REMAINS CLOSED MEN FAN IS OFF OR IN WARM -UP MODE. 2, EXHAUST DAMPER POSITION MIMICS THE OUTSIDE AIR DAMPER POSITION BUT CAN BE RESET BY MIXED AIR CHAMBER PRESSURE SETPOINT (VAR) TO ENSURE POSITIVE PRESSURE IN THE CHAMBER IF PRESSURE SENSOR IS AVAILABLE. AHU GAS HEATING 1, GAS ENABLE IS OFF WHEN FAN IS OFF. 2. HEATING SIGNAL(0 -10 VDC) MODULATES TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). AHU DX COOLING COIL 1. DX ENABLE IS OFF WHEN FAN IS OFF. 2. DX COOLING IS USED AS SECOND STAGE OF COOLING TO MAINTAIN AIR TEMPERATURE SETPOINT (VAR). SEQUENCE MULTIPLE STAGES IF AVAILABLE. PROVIDE TIME DELAYS TO PREVENT STAGE SHORT CYCLING. AHU AIR TEMPERATURE SETPOINT 1. USE ROOM AIR TEMP SETPOINT (VAR) FOR CONTROL 2. AVERAGE MULTPLE ROOM SENSORS FOR CONTROL IF THEY AVAILABLE. THE EMCS OPERATOR SHALL BE ABLE ADD, DELETE AND MODIFY TEMPERATURES USED FOR AVERAGING. AHU MINIMUM DAMPER POSITION SETPOINT 1. MINIMUM DAMPER POSITION SHALL VARY TO MAINTAIN: A. OVERALL MINIMUM CFM X (VAR) WHEN THE ASSOCIATED SPACE OCCUPANCY SENSOR IS OFF (IF AVAILABLE). B. OCCUPIED SPACE MINIMUM CFM X (VAR) AND SPACE CO2 MINIMUM PPM X (VAR) WHEN THE ASSOCIATED OCCUPANCY SENSOR IS ON (IF AVAILABLE). MISCELLANEOUS SAFETIES: VERIFY MANUFACTURER FURNISHED ELECTRIC CONTROLS AND PROVIDE ADDITIONAL INTERLOCKS AS REQUIRED TO PREVENT COMPRESSOR AND HEAT FROM OPERATING WITHOUT FAN OPERATION. THE INTEGRITY OF INTEGRAL LOW PRESSURE AND HIGH PRESSURE SAFETY SHUTDOWNS OF COMPRESSOR SHALL REMAIN INTACT AND UNAFFECTED BY THE FIELD INSTALLATION OF DDC CONTROLS. AN ALARM SHALL BE ENERGIZED UPON FAILURE OF ANY DEVICE OR IF SPACE TERMPERATURE EXCEEDS 107 (ADJUSTABLE). INFORMATION AT TERMINAL SPACE TEMPERATURE UNIT COMMANDED MODE FAN ON /OFF FAN STATUS CURRENT SENSING RELAY. COOLING COMMAND ALARM /TROUBLE CONDITIONS HEATING COMMAND MISCELLANEOUS CONTROLS A. GENERA PROVIDE AND INSTALL NECESSARY DEVICES, RELAYS, SWITCHES, SENSORS, DAMPERS, CONDUIT, AND WIRING TO PROVIDE A COMPLETE AND OPERATING DCC SYSTEM. B. FIRE ALARM SYSTEM SHUT DOWN: PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUT DOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS (SMOKE DETECTORS ARE DIVISION 16). CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM FROM SHUTTING DOWN THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT -OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. IN ADDITION TO THE ABOVE SPECIFIED HARDWIRED FIRE ALARM SHUT -DOWN (WHICH PERTAINS TO EQUIPMENT WITH SMOKE DETECTORS), PROVIDE THE FOLLOWING: SHUT -DOWN ALL AIR HANDLING EQUIPMENT WHEN THE BUILDING FIRE ALARM SYSTEM GOES INTO ALARM. ZONE CONTACTS IN THE FIRE ALARM SYSTEM ARE AVAILABLE FOR THIS PURPOSE. THIS ADDED SHUT -DOWN MAY BE ACCOMPLISHED BY USE OF CONTROL LOGIC AND IS NOT REQUIRED TO BE HARDWIRED BUT SHALL BE OF FAIL -SAFE NATURE SO AS TO PROVIDE THE NECESSARY SHUT -DOWN IN CASE OF CONTROL FAILURE. RESET SHALL BE SAME AS THAT SPECIFIED FOR HARD-WIRED UNIT SMOKE - DETECTOR SHUT -DOWN. C. INTERLOCKS: PROVIDE ALL NECESSARY EQUIPMENT, DEVICES, WIRING, AND PROGRAMMING FOR INTERLOCK OF EQUIPMENT AS SHOWN ON THE EQUIPMENT SCHEDULES. D. PHASE FAILURE SAFETY: IN THE EVENT OF AN ELECTRICAL POWER PHASE LOSS, PHASE UNBALANCE, UNDER OR OVER VOLTAGE, OR PHASE REVERSAL, ALL CONNECTED TE MECHANICAL EQUIPMENT SHALL BE SHUT DOWN WITHIN A 15 SECOND PERIOD AND AN ALARM REQUIRING ACKNOWLEDGMENT SHALL BE GENERATED AT THE OWS. SIGNAL IS PROVIDED TO THE EMCS SYSTEM FOR A POWER SYSTEM MONITOR RELAY CONNECTED TO THE MAIN DISTRIBUTION SWITCHBOARDS AND PROVIDED BY THE ELECTRICAL CONTRACTOR. THE VOLTAGE MONITOR RELAY SHALL INCLUDE ADJUSTABLE TIME DELAY, VISUAL TRIP INDICATORS AND SHALL AUTOMATICALLY BE RESETTING. FOLLOWING RESTORATION OF SUITABLE POWER AND A ONE MINUTE TIME DELAY ALL MECHANICAL EQUIPMENT SHALL BE SEQUENTIALLY STARTED TO AVOID POWER SURGES. DATE AND TIME OF OCCURRENCE AND RESTORATION SHALL BE. PRINTED ON THE EMCS PRINTER. VOLTAGE SENSING TAPS SHALL BE AHEAD OF ALL BRANCH DISCONNECTS AND SHALL BE INDIVIDUALLY FUSED WITH CURRENT LIMITING FUSE. COORDINATE INSTALLATION WITH DIVISION 16 CONTRACTOR. CONTROL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION © CONTROL RELAY Y o 3 -WAY CONTROL VALVE © CURRENT SENSOR 4 -WAY CONTROL VALVE QT TEMPERATURE SENSOR AFF ABOVE FINISHED FLOOR ® SPACE PRESSURE SENSOR BFF BELOW FINISHED FLOOR CO CARBON DIOXIDE SENSOR POC POINT OF CONNECTION © CARDON MONOXIDE SENSOR MC MECHANICAL CONTRACTOR P DIFFERENTIAL PRESSURE SENSOR EC ELECTRICAL CONTRACTOR ® MOTORIZED DAMPER � � GENERAL CONTRACTOR RA RETURN AIR -CS-1 CONDENSER SUPPLY SA SUPPLY AIR CONDENSER RETURN OA OUTSIDE AIR FHWS CHILLED WATER SUPPLY EA EXHAUST AIR s CHILLED WATER RETURN VFD VARIABLE FREQUENCY DRIVE HOT WATER SUPPLY -- CONTROL VALVE - HWR - HOT WATER RETURN - 2 -WAY CONTROL VALVE E EXISTING PIPING © FREEZE STAT z Y o i g ®� d o v 0 r V �9■ !9 N � a r Z A 0' � � Y Vi yy S L u V Y •5R 3 � t u 3 �= LLA s 1 1 Q Qf 0 Q 0 J Z 0 U a Z 0 H3 Z E W >_ Q >z 0 s` O U N O Z .- 0::) _ L Q CV 106 Q Z J `-^ O °0 0� 2 VVi U} V E C= O J E Lu PROJECT: 23025 DRANNN: TT DATE:, 13 FEB 2004 SHEEP M7.03 OF: F i Ll•: m -7 i U '= 1 PIPE ALL MAIN DRAIN AND INSPECTOR'S TEST DRAINS TO DISCHARGE AT A SAFE POINT 4 OUTSIDE OF THE BUILDING OR TO A FLOOR DRAIN OF ADEQUATE SIZE TO READILY RECEIVE THE FULL FLOW THROUGH A 2" AIR GAP. 3 COORDINATE EXACT LOCATION WITH THE GENERAL CONTRACTOR AND BUILDING OWNER. 2" ANNULAR SPACE REQUIRED AROUND UNDERGROUND PIPING AT PENETRATION ® OF FINISHED FLOOR. RISER DETAIL SCALE 1/2" = 1' -0" LOOKING NORTHEAST U RISER EQUIPMENT LIST ❑i 1 6" UNDERGROUND FIRE PROTECTION SUPPLY 2Q 1 6" X 4" FLANGED REDUCER (IF REQUIRED) 3❑ 1 -- PIPE STAND ® 2 - - NRS GATE VALVE �5 2 -- WALL POST INDICATOR © 2 -- POST INDICATING VALVE SUPERVISORY SWITCH Q7 2 2" MAIN DRAIN VALVE ® 2 -- PRESSURE RELIEF VALVE (IF REQUIRED) n9 2 1" INSPECTOR'S TEST ASSEMBLY ® 2 V PRESSURE GAUGE 11 2 -- WATER FLOW INDICATOR © 1 -- NRS GATE VALVE (IF REQUIRED) © 1 -- WALL POST INDICATOR (IF REQUIRED) ® 1 -- POST INDICATING VALVE SUPERVISORY SWITCH (IF REQUIRED) © 1 -- DRY PIPE VALVE (IF REQUIRED) ® 1 PRESSURE SWITCH - ALARM (IF REQUIRED) © 1 PRESSURE SWITCH - SUPERVISORY AIR (IF REQUIRED) ® 1 PRESSURE GAUGE (IF REQUIRED) ® 1 2" MAIN DRAIN VALVE (IF REQUIRED) ® 1 -- AIR COMPRESSOR WITH A 115 VOLT A.C. SINGLE PHASE POWER CONNECTION RATED FOR A 3/4 HORSE MAXIMUM MOTOR 21 1 AIR MAINTENANCE DEVICE ® 1 10" 24 VOLT D.C. ELECTRIC BELL MOUNTED ON BUILDING EXTERIOR ® 1 12 HEAD SPARE HEAD CABINET ® 2 -- SWING CHECK VALVE ® 1 4" FIRE DEPARTMENT CONNECTION UNDERGROUND PIPING ® 1 -- WET SYSTEM RISER #1 TO PROTECT THE BUILDING INTERIOR © 1 -- WET SYSTEM RISER #2 TO PROTECT THE BUILDING INTERIOR ® 1 -- DRY SYSTEM RISER TO PROTECT EXTERIOR OVERHANGS AND CANOPIES (IF REQUIRED) FLOW TEST INFORMATION BASE HYDRAULIC CALCULATIONS FOR THE BID ON A FLOW TEST PERFORMED ON SEPTEMBER 15, 2003. AFTER AWARD OF THE PROJECT, THE CONTRACTOR SHALL VERIFY AVAILABLE WATER SUPPLY WITH A FLOW TEST RECORDED WITHIN SIX MONTHS OF BID DATE. SEE PROJECT SPECIFICATIONS FOR MORE DETAIL. STATIC PRESSURE: 52 P.S.I. RESIDUAL PRESSURE: 36 P.S.I. RESIDUAL FLOW: 845 G.P.M. TEST HYDRANT IS LOCATED AT THE SITE NEAR THE EAST END OF THE GRANDSTAND. CONSTRUCTION NOTES 0 NEW BUILDING 100 /200 THAT IS REQUIRED TO BE PROTECT WITH AN AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM. 02 LOCATION FOR CLASS III WET STANDPIPE SERVED FORM OVERHEAD FIRE PROTECTION SPRINKLER SYSTEM. STANDPIPE TO CONTAIN A 2Y2" HOSE VALVE, 2Yz"X1h" REDUCER, 1 Y2" CAP, 50' OF 1 h" HOSE, I%- DISCHARGE NOZZLE, AND A FIRE HOSE CABINET. 03 FIRE PROTECTION SPRINKLER SYSTEM RISER LOCATION FOR BUILDING 1001200. ® 4° UNDERGROUND PIPING FROM THE FIRE DEPARTMENT CONNECTION TO THE SPRINKLER SYSTEM MANIFOLD. 05 6" UNDERGROUND FIRE PROTECTION SUPPLY PIPING. © NEW NON- ADDRESSABLE FM200 SUPPRESSION SYSTEM TO BE INSTALLED IN "M.D.F. COMPUTER ROOM" (APPROXIMATELY 235 SO. FT. WITH A 9' -0" G.W.B. CEILING) WITH ALL THE REQUIRED DEVICES (DETECTORS, PULL STATIONS, ABORT STATIONS, CONTROL PANEL, AGENT STORAGE CYLINDER, ETC.). INSTALLATION SHALL BE IN ACCORDANCE WITH N.F.P.A. #2001 AND THE PROJECT SPECIFICATIONS. A WATER RESISTANT MEMBRANE SHALL BE INSTALLED BY OTHERS OVER THE HARD LID CEILING TO PROTECT THE "M.D.F. COMPUTER ROOM" FROM WATER PENETRATION UPON DISCHARGE OF UPRIGHT SPRINKLER HEADS. T T v G r1 i somi LaaN►na aaanwaa 'aHa��a�� .�auoa �aa aaaaa �aaann unca naaaaana anaaaaI omaaa aaanu — ---------- --(--- KEY PLAN: -- - _._._,_._._..._._. •�° AUTO C-=1 - ._$HOP _ o i A B r 0 300 �. nnnllll!IUInIIJILL(l � � o`t,• - - 400 c. It 100 r- --- \Z\ 200 500 S �._.— .._..._....,_mod,;..._. ( FIRE PROTECTION PLAN: BUILDING - 100/200 Scale: F. = 20'4" Y 4 i i i I I i i i i i i i I I i I I I I I I I I I c I I I I - — ^0 , hib S E ®W N rh �� I ( it ii i I � i i I �I �, 1� 1 ��N 0 0- w U-1 tol ne z O U W O w CL w w LL H3 Z � N W > 0� O Z O L 0� H H Q CV 06 Q z J H O00 0� _ vVi U� cn 'c 2 o E LLJ N PROJECT: 23025 DRAWN: FRED B. DATE: 13 FEB 20D4 SHEET M8.01 OF: L I !G A a uu e > e a E ® t y � w // C 0 V yy 0 Y V y t t 1 V 3 � s u B -IL s 1� 1 ��N 0 0- w U-1 tol ne z O U W O w CL w w LL H3 Z � N W > 0� O Z O L 0� H H Q CV 06 Q z J H O00 0� _ vVi U� cn 'c 2 o E LLJ N PROJECT: 23025 DRAWN: FRED B. DATE: 13 FEB 20D4 SHEET M8.01 OF: L I F F L FIRE PROTECTION PLAN: BUILDING - 300 Scale: 1" = 20' -0' FIRE PROTECTION PLAN: AUTOSHOP BUILDING Scale: 1" = 20' -0' ai S EGW N F giQco K ll Ill A DDI-P - i�19 Q i��- i3�L9i�i3� r5] 4i ! 2� i4'' �3� O'CA.JQ It iCzS1 - i� iD !3�LP <3��:J�C3�� Q�3� l�r� I d '10 i0 o :co J�1� J 1 L? r ^r33 DTT � ''ck'q!tf7 I' � Ca— 4.!�!J L" !v, 33i3�_b13� 40jR ic3..!4 •! �i. 1_oL1,:p cE;Q!�J�J , �'3 FIRE PROTECTION PLAN: BUILDING - 400 Scale: I"= 20'-0" LYLYLYLYLY' C3�3��i33Ca 101p S E Gw N FIRE PROTECTION PLAN: BUILDING - 500 Scale: 1" = 20' -0' S E GW N KEY PLAN: I� i An B \\ v 100/ 200 s \ �` c E W �\ N \` �M f 300 ; �• ul CONSTRUCTION NOTES O BUILDING "A" IS TO DEMOLISHED AT COMPLETION OF PROJECT BY OTHERS. 0 BUILDING "B" IS TO DEMOLISHED AT COMPLETION OF PROJECT BY OTHERS, Q3 BUILDING 300 - AREA THAT CONTAINS AN EXISTING SPRINKLER SYSTEM THROUGHOUT AND IS NOT REQUIRED TO BE UPGRADED TO CURRENT CODES. ® BUILDING 300 - AREA WHERE A NEW CEILING WILL BE INSTALLED FOR NEW CLASSROOMS_ QUICK RESPONSE PENDENT SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED TO PROTECT THE NEW TENANT IMPROVEMENT AREA. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. HYDRAULIC CALCULATIONS WILL BE REQUIRED TO BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION TO VERIFY PIPE SIZING. O BUILDING 300 - EXISTING EXTERIOR CANOPY EXCEEDS 4' -0" AND CONSISTS OF EXPOSED WOOD STRUCTURE. QUICK RESPONSE DRY SIDEWALL SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED (FROM THE EXISTING WET SYSTEM CONTAINED IN THE ATTIC) TO PROTECT THE CANOPY. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. © BUILDING 300 - EXISTING EXTERIOR CANOPY EXCEEDS 4' -0" AND CONSISTS OF EXPOSED WOOD STRUCTURE. QUICK RESPONSE UPRIGHT SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED (FROM THE EXISTING DRY SYSTEM CONTAINED UNDER THE EXTERIOR COVER) TO PROTECT THE CANOPY. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. O AUTO SHOP BUILDING - EXISTING SPRINKLER COVERAGE IN THE AUTO SHOP BUILDING TO REMAIN AS IS, NO SYSTEM UPGRADES ARE REQUIRED. ® BUILDING 400 - BUILDING 400 DOES NOT CONTAIN AN AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM AND WILL REMAIN AN UNSPRINKLERED BUILDING AT THE CONCLUSION OF THIS PROJECT. O BUILDING 500 - NEW ADDITION TO BUILDING 500 THAT THE SPRINKLER CONTRACTOR SHALL BE SERVED BY THE EXISTING WET SYSTEM. QUICK RESPONSE SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED TO PROTECT THE NEW ADDITIONS. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. HYDRAULIC CALCULATIONS WILL BE REQUIRED TO BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION TO VERIFY PIPE SIZING. 10 BUILDING 500 - EXISTING EXTERIOR CANOPY EXCEEDS 4' -0" AND CONSISTS OF EXPOSED WOOD STRUCTURE. QUICK RESPONSE DRY SIDEWALL SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED (FROM THE EXISTING WET SYSTEM CONTAINED IN THE ATTIC) TO PROTECT THE CANOPY. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. 11 BUILDING 500 - NEW EXTERIOR CANOPY EXCEEDS 4' -0" AND CONSISTS OF EXPOSED WOOD STRUCTURE. QUICK RESPONSE DRY SIDEWALL SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED (FROM THE EXISTING WET SYSTEM CONTAINED IN THE ATTIC) TO PROTECT THE CANOPY. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. Q BUILDING 500 - AREA THAT CONTAINS AN EXISTING SPRINKLER SYSTEM. QUICK RESPONSE SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED TO PROTECT THE NEW TENANT IMPROVEMENT AREA. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. HYDRAULIC CALCULATIONS WILL BE REQUIRED TO BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION TO VERIFY PIPE SIZING. STYLE LSH TEMPERATURE UO ANTITY NOTES SSU BRONZE 212F 16 SSU BRONZE 160F 137 PROVIDE WITH HEAD GUARDS SSP BRONZE 16OF 16 WITH 401 2 -PIECE CANOPY HEAD COUNT QUANTITIES ARE TAKEN FROM ORIGINAL INSTALLATION AS -BUILT DRAWINGS AND MAY NOT REFLECT THE CURRENT INSTALLATION. BUILDING 500 - AREA DESIGNATED FOR TENANT IMPROVEMENTS. THE EXISTING 13 SPRINKLER SYSTEM WILL BE REQUIRED TO BE MODIFIED TO ALLOW FOR WALL AND CEILING MODIFICATIONS. AT COMPLETION OF MODIFICATION WORK, QUICK RESPONSE SPRINKLER HEADS ARE REQUIRED TO BE INSTALLED TO PROTECT THE NEW TENANT IMPROVEMENT AREA. NEW SPRINKLER HEADS SHALL MEET CURRENT N.F.P.A. #13 REQUIREMENTS FOR LOCATIONS. HYDRAULIC CALCULATIONS WILL BE REQUIRED TO BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION TO VERIFY PIPE SIZING. BUILDING 500 - NEW EXTERIOR OVERHANG. 14 /1 11 to Z CL O J Z O U w O fie CL W Cz E 7. t��7iN Z 0 H3 Z ff fY N LLJ >- 0� O C to O Z i 05 _ t F_ H Q fV Q Z � O J O °O 0-C = to U� N •C C7 E <= O J E PROJECT: 23025 DRAWN: FRED B. DATE: 13 FEB 2004 SHEEP M8.02 OF: I z Zg= � e o 0° t u N w Z .s 0 ' 3 a+ t s n E � u Lu /1 11 to Z CL O J Z O U w O fie CL W Cz E 7. t��7iN Z 0 H3 Z ff fY N LLJ >- 0� O C to O Z i 05 _ t F_ H Q fV Q Z � O J O °O 0-C = to U� N •C C7 E <= O J E PROJECT: 23025 DRAWN: FRED B. DATE: 13 FEB 2004 SHEEP M8.02 OF: I PLUMBING LEGEND SYMBOL DESCRIPTION - - -t DOMESTIC COLD WATER PIPING (CW) 1� -- -140'2 140'F DOMESTIC HOT WATER PIPING (HW) 2- - -2 DOMESTIC HOT WATER PIPING (HW) �- - -� DOMESTIC HOT WATER CIRCULATING PIPING (HWC) 2- -t WASTE PIPING (W) a -GW---t GREASE WASTE PIPING (GW) L6-AW -3 ACID WASTE PIPING (AW) VOLTS VENT PIPING (V) ACID VENT PIPING (AV) RELIEF PIPING (R) a F FIRE SPRINKLER PIPING (F) 2-- A -? COMPRESSED AIR PIPING (A) -G —¢ NATURAL GAS PIPING (G) i`COND -2 CONDENSATE PIPING (COND) Z- STM--t STEAM PIPING (STM) ZCR -Z CONDENSATE RETURN PIPING (CR) a E -Z EXISTING PIPING y PIPE DOWN Q PIPE UP O WASTE UP 1 WALL CLEANOUT 0 FLUSH CLEANOUT (FCO /SCO) Ip� LEAN OUT (CO) O IN LINE WASTE CONNECTION Q P -TRAP WH -2 TEE PIPE DOWN a-- IVt -� z IOi z TEE PIPE UP 100 TEE DOWN AND OUT 2 --�i -� t H'S1 t TEE UP AND OUT a-- �vF-,t TEE DOWN ;To TEE t t .L4 Z ELBOWS, 45' & 90- E CAP 2--2 PIPE CONTINUATION ® PUMP 1, WALL HYDRANT I+ STRAINER 11H UNION 4T THERMOMETER 4' PRESSURE GAGE ® FLEXIBLE PIPE CONNECTION QO FLOOR DRAIN On FLOOR FUNNEL DRAIN 47 CROSSING LINES, NON CONNECTIONING a z 67 FLOW DIRECTION A TRAP PRIMER WITH ACCESS PANEL - AQUASTAT 1 GATE VALVE (GV) DQ 24 VALVE IN RISER /DROP WH -5 GLOBE VALVE CNR076 -075 CHECK VALVE (CV) DIR EOC1TION OFNFLOW 75 FLOW CONTROL VALVE 80% TEMP. /PRESS. RELIEF VALVE (T &PRV) 295 EMEYALVEVALVE - 13nS6061K REDUCING VALVE - DRAIN VALVE O BALANCING COCK (BC) WATER HEATER SCHEDULE NI UNIT MFR. MODEL LOCATION TANK SIZE GALLONS INPUT MBH EFFICIENCY RECOVERY (GPH) 4D 100' F RISE SHIPPING WEIGHT ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY REMARKS MCA MOP KW VOLTS 0 H (FT) (GPM) FURN. BY FURN. BY Zi TYPE PRESSURE GA11 -125FF 100/200 15 WH -1 LOCHINVAR EPN200 -100 BLDG 1 00 200 MECHANICAL 155 100 199 85% 206 895 - - - 120 1 O O O O3 ®© WH -2 LOCHINVAR EPN200 -100 MECHANICAL 00 100 199 85% 206 895 - - - 120 1 LOCHINVAR PBN2000 100 BUIL 200 ING WH -3 LOCHINVAR KTA040KK BLDG 100/200 STORAGE 108 40 - - 25 96 21 30 4.5 208 3 - O5 Q 2O WH -4 LOCHINVAR DDN050 BLDG 300 ECH. MEZZANIN 47 65 80 67 169 - - - 120 1 - 120 1 WH -5 LOCHINVAR CNR076 -075 BLDG 400 75 76 80% 74 295 - - - 120 1 O O5 0 2O 0 WH -6 LOCHINVAR EPN200 -100 BLDG 500 100 250 85% 258 895 - - - 120 1 BLDG 500 1/6 Ot 2Q 3O ® © 0 WH -7 LOCHINVAR EPN200 -100 BLDG 500 100 199 85% 206 895 - - - 120 1 1800 - 0 ® © Q - - 208 3 2 2 BCP -2 ARMSTRONG - BLDG 100/200 2 1800 - - - NOTES FOR WATER HEATER SCHEDULE: (D SINGLE POINT POWER CONNECTION. PROVIDE ALL POWER TRANSFORMERS AS NECESSARY. 20 SET TEMPERATURE AT 120' F. O3 MC TO PROVIDE AND INSTALL TEMPERATURE SENSOR, EC TO PROVIDE ELECTRICAL CONNECTION AND TESTING. ® UNIT TO BE SEPARATED COMBUSTION TYPE 5O EC TO PROVIDE A MANUAL STARTER (INCLUDING DISCONNECT). MC TO PROVIDE A MOTOR RATED RELAY FOR CONTROLS. © PROVIDE WITH PRESSURE REGULATORS TO REDUCE 2 PSI DELIVERY PRESSURE TO 10"WC. VENT REGULATORS TO ATMOSPHERE. Q7 WITH FACTORY INSTALLED CIRCULATION PUMP (1 /6HP). BOILER SCHEDULE NI MFR. MODEL LOCATION � BUH (MBH�T FUEL EFFICIENCY �TPD W® 30*A T REMARKS ELECTRICAL TEBY DIFURNN SWEIGHT REMARKS 0 NO H (FT) (GPM) FURN. BY FURN. BY Zi TYPE PRESSURE GA11 -125FF 100/200 15 HPSLBS/HR SCREW MCA MOP VOLTS - FURN. BY E108 MECHANICA 2055 B -1 LOCHINVAR PBN2000 BUIL ING 100 200 2000 1740 NATURAL 8" WC 87 - - - - - - 120 1 MFR MFR 1250 180'F TEMP 1 2 3 B -2 LOCHINVAR PBN2000 100 BUIL 200 ING 2000 1740 NATURAL 8" WC 87 - - - - - - 120 1 MFR MFR 1250 180 -F TEMP 1 2 3 B -3 COLUMBIA CT -10 p0 200 420 336 NATURAL 8" WC 80 - - 10 345 - - 120 1 MFR MFR 1900 1 2 3 4 5 NOTES FOR BOILER SCHEDULE: O EC TO PROVIDE A SINGLE 46OV, 3 PHASE (IOAMPS) CONNECTION TO THE BOILER CONTROL PANEL. EC ALSO TO PROVIDE ELECTRICAL CONNECTION FROM BOILER CONTROL PANEL TO EACH BOILER. 0 PROVIDE FULLY MODULATING BURNERS. O EC TO PROVIDE REMOTE SHUT -OFF BUTTON AT EACH EXIT DOOR FROM THE BOILER ROOM. ®EC TO PROVIDE TWO (2) ELECTRICAL CONNECTIONS, 120V/60/1P EACH, ONE (1) CONNECTION TO BOILER AND ONE (1) CONNECTION TO FEED SET. O5 BOILER SHALL BE FACTORY PRE - ASSEMBLED AND PIPED COMPLETE WITH FEED SET AND BLOWDOWN TANK. PUMPS SCHEDULE 15454 UNIT MFR. MODEL LOCATION MOTOR HEAD FLOW ELECTRICAL STARTER DISCONNECT REMARKS HP RPM MCA MOP VOLTS 0 NO H (FT) (GPM) FURN. BY FURN. BY Zi CPM -1 -1 ATLAS COPCO GA11 -125FF 100/200 15 - SCREW 64 V2ERTCAL L. 50 - CP -1 ARMSTRONG E108 MECHANICA 2055 1/6 1800 5 10 - - 120 1 O O Oj CP -2 ARMSTRONG E10B MBECHANICAL 200 1/6 1800 10 10 - - 120 1 O Q Oj CP -3 ARMSTRONG E10B BLDG STORAGE 100 200 108 1/6 1800 5 12 - - 120 1 O O (D CP -4 ARMSTRONG E108 / MBLDG MEZZANINE 1/6 1800 8 10 - - 120 1 O O Oj CP -5 ARMSTRONG E10B BLDG 300 1/6 1800 8 10 - - 120 1 O O Oi CP -6 ARMSTRONG E10B BLDG 400 1/6 1800 - - - - 120 1 CP -7 ARMSTRONG E108 BLDG 500 1/6 1800 15 15 - - 120 1 O O Oi BCP -1 ARMSTRONG - BLDG 100 200 MECHANICA 155 2 1800 - -- - - 208 3 2 2 BCP -2 ARMSTRONG - BLDG 100/200 2 1800 - - - - 208 3 MECHANICAL 155 SCP -1 ARMSTRONG - BLDG MECHANICA 100 200 155 20 1800 - - - - 208 3 2 O 2 O SCP -2 ARMSTRONG - BLDG MECHANICA 100 200 155 20 1800 - - - - 208 3 2 2 O SCP -3 ARMSTRONG - BLDG 100/200 MECHANICAL 155 15 1800 - - - 208 3 O O NOTES FOR PUMPS SCHEDULE: (])E.C. TO CONNECT TEMPERATURE SENSOR, TEMPERATURE SENSOR SET POINT IS 105'F, EXTEND CONTROLS TO BUILDING EMCS, O2 EC TO PROVIDE A MANUAL STARTER (INCLUDING DISCONNECT). MC TO PROVIDE AND INSTALL A MOTOR RATED RELAY FOR CONTROLS INTERLOCK. AIR COMPRESSOR SCHEDULE =NOMFR. MODEL LOCATION MOTOR TYPE CFM DELIVERY ® 125 PSI TANK SIZE (CONGFIGURATION) ELECTRICAL MCA MOP VOLTS STARTER FURN. BY DISCONNECT FURN. BY REMARKS HP RPM u H H Zi CPM -1 -1 ATLAS COPCO GA11 -125FF 100/200 15 - SCREW 64 V2ERTCAL L. 50 - 208 3 Oj Oi Oj O CPM -4 -1 ATLAS COPCO GA5 -125FF MECH 406 7.5 3525 SCREW 25 120 GAL. VERTICAL 25.5 - 208 3 Oi Oi Oj 0 NOTES FOR AIR COMPRESSOR SCHEDULE: O E.C. TO PROVIDE STARTER AND DISCONNECT. 20 E.C. TO PROVIDE 120V POWER TO ELECTRIC CONDENSATE DRAIN. 11 1� 0 Z w w 1 W CIO w 0 w CIO 2 C� Z m J a_ u� Z 0 _N3 Z W >- 0 >:� OC� L O 06 U N O L O� H � N O <Z J N O O 0� Z cn UT N c E 2 O Lu 1 EX%REs 06121104 1 ?RMIT /CONSTRUCTABIUTY REMEI PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P1.01 OF: L J zq a q �e LuY 0 O C) O u H H Zi 0 v su ud �= L s 11 1� 0 Z w w 1 W CIO w 0 w CIO 2 C� Z m J a_ u� Z 0 _N3 Z W >- 0 >:� OC� L O 06 U N O L O� H � N O <Z J N O O 0� Z cn UT N c E 2 O Lu 1 EX%REs 06121104 1 ?RMIT /CONSTRUCTABIUTY REMEI PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P1.01 OF: L J PLUMBING FIXTURE SCHEDULE UNIT FIXTURE MOUNTING MANUFACTURER AND MODEL NUMBERS W V I HW CW REMARKS NO STEAM COND RTRN REMARKS P -101 WARE WASHER Q Q Q V -Y4 ' HW - CW [GAS 3/4 Y2W - = i . \ Y Y TOILET: KOHLER, KINGSTON #K -4330 a P -102 BOOSTER HEATER 01 Q P -1 WATER CLOSET WALL SEAT: CHURCH #9500C 4" 2" - 1' FLUSH VALVE: ZURN #ZER6000AV- CPM -WSI = P -103 SCULLERY SINK O3 WATER CLOSET 1y2" V TOILET. KOHLER, KINGSTON #K -4330 Y2" CW - GAS - 1- ADA COMPLIANT, SEAT MUST BE 17" HIGH P -1A ADA COMPLIANT FLUSH SEAT: CHURCH #9500C FLUSH VALVE: ZURN #Z R6000AV- CPM -WSI 4' 2' P -104 MINIMUM 19" HIGH MAXIMUM. O1 URINAL WALL URINAL: VALVE: KOHL R, BARDON CPM WSI -T 2" 11/2" - 3/4- - URINAL WALL URINAL: KOHLER BARDON #K- 4960 -T 2" 11/2' _ 3/4° ADA COMPLIANT FP-2A ADA COMPLIANT Q FLUSH VALVE: ZURN ZER6003AV- CPM -WSI V 1/2" HW Y2" CW - GAS URINAL RIM TO BE 17" ABOVE FINISHED FLOOR - - = SINK: KOHLER KINGSTON #K -2005 P -106 KETTLE Ql FITTINGS: ZURN jZ6916 -MV -S -CP4 2° 11/2" i/2- 1/2' - GAS Y2" LAVATORY WALL WASTE: EBC #SG7 P -107 TILT KETTLE SUPPLIES: EBC LAHi6 Q - W - V - HW - CW - GAS -Y4 TRAP: EBC TSN140 P -108 SINK: KOHLER KINGSTON K -2005 FITTINGS: ZURN IZ6916 -MV -S -CP4 W V ADA COMPLIANT, PROVIDE WITH EBC P -3A LAVATORY WALL WASTE: EBC SG7 2" 1 1/2' 1 /2- 1 /2- INSTITUTIONAL ADA INSULATOR KR. ADA COMPLIANT SUPPLIES: EBC LAH16 DEEP FAT FRYER O1 Q - W - V HW CW -Y4. GAS TRAP: EBC SN140 SINK: KOHLER FARMINGTON #K- 2905 -4 P -110 CHINESE RANGE G) W V HW CW FITTINGS: ZURN Z6916 -MV -SH -CP4 2" 11/2" 1/2- i/2" P -36 LAVATORY COUNTER G7 WASTE: EBC G' P -111 TILT SKILLET Ol Q3 W V HW SUPPLY: EBC rLAH16 1/2" GAS - TRAP: EBC SN140 P -112 ROLL -IN OVEN Ol \:l W V SINK: KOHLER FARMINGTON #K- 2905 -4 1/2" CW 3/4" GAS ADA COMPLIANT, PROVIDE WITH EBC P -3C LAVATORY COUNTER FITTINGS: ZURN 26916 -MV -SH -CP4 WASTE: EBC G7 2' 1 1/2" 1 /2° 1 /2' INSTITUTIONAL ADA INSULATOR KIT. ADA COMPLIANT W SUPPLY: EBC ILAH16 Y2- HW Y2- CW GAS - TRAP: EBC TSN140 P -114 SOIL DISHTABLE Q Q3 FIXTURE: FLORESTONE MSR-2424 Q V %2" HW 1/2. CW GAS EXTEND CONNECTION TO GARGABE DISPOSER. FLOOR FITTINGS- 3' 2' 3/4' 3/4' PROVIDE WEDGE -LOK SEAL O P -4 SERVICE SINK Q1 FLORESTONE4 #MR -375 3' 2" 1/2' Y2" #MR - - - TRAP: AB &I #8532 SINK: BY OTHERS GAS VALVE: ZURN #Z-8001B-CS FITTINGS: ZURN #Z- 826U2 -6M SUPPLIES: EBC #LAH16 2" 11/2" i/2" 1/2 TURRET: ZURN Z88200- DS -SK1 PROVIDE INDEXES FOR GAS AND AIR COCKS, P -5 LAB SINK COUNTER WASTE: ZURN #Z9A -WA -112 TWO TURRETS PER SINK, FOUR GAS VALVES TRAP: ZURN Z9A- PPTRAP PER SINK, ALL CONNECTIONS BY MC. SINK: BY OTHERS GAS VALVE: ZURN Z -8001 B -CS LAB SINK FITTINGS: ZURN #Z- 826U2 -6M EBC #LAH16 2" 11/2" 1/2' 1/2" TURRET: ZURN Z88200- DS -SK1 PROVIDE INDEXES FOR GAS AND AIR COCKS. P -SA (DEMONSTATION TABLE) COUNTER SUPPLIES: WASTE: ZURN #Z9A -WA-112 ALL CONNECTIONS BY MC. TRAP: ZURN #Z9A- PPTRAP SINK: BY OTHERS P -58 LAB COUNTER FITTINGS: ZURN #Z- 826U2 -6M ES: ##Z9A 2" 11/2" 1/2" 1/2' (P EP RIOOM) WASTE: ZURN -WA -112 TRAP: ZURN Z9A- PPTRAP P -5C FUME HOOD COUNTER SUPPLIES: EBC #LAHi6 2- 11/2" 1/2- 1/2- FIXTURE: JUST #SL- 1815 -A -GR FITTINGS: ZURN #Z -821CO AND Z -85500 2" 11/2" 1/2- 1/2' P -6 HEALTH SINK COUNTER SUPPLIES: EBC #LSH16 WASTE: JUST J -FS 135 TRAP: EBC 5150 FIXTURE: JUST #SL- 1921 -A -GR INSTA -HOT: ISE #H -990 FITTINGS: ZURN #Z- 831C4 -HS SUPPLIES: EBC #LSH16 2" 1 1/2" 1 /2' 1 /2' EC TO PROVIDE DUPLEX RECEPTACLE P -7 LOUNGE SINK COUNTER WASTE: JUST J -35 -FS BELOW COUNTER. TRAP: EBC T5150 FIXTURE: JUST #SL- 1921 -A -GR FITTINGS: ZURN #Z- 831C4 -HS 11/2" 1/2- 1/2' P -8 WORK SINK COUNTER SUPPLIES: EBC #LSH16 2' WASTE: JUST J -35 -FS TRAP: EBC TS150 FIXTURE: JUST #DL- 2133 -A -GR FITTINGS: ZURN #Z- 831C4 -HS 11/2" 1/2' 1/2° P -9 SPECIAL ED. SINK COUNTER SUPPLIES: EBC #LAHi6 2' WASTE: JUST J135 -FS (2 REQUIRED) TRAP: EBC fS150 FIXTURE: JUST #SLXD- 2231 -A -GR FITTINGS: ZURN #831C4 -HS 2" 11/2" i/2- 1/2- P -10 MUSIC SINK COUNTER SUPPLIES: EBC #LAH16 WASTE: JUST J-35 -FS TRAP: EBC 150 FIXTURE: JUST #SLX- 1921 -A -GR FITTINGS: ZURN #831C4 -HS 1/21 " 1/2- 1 /2- PROVIDE SUSPENDED TYPE SOLIDS INTERCEPTOR IN LIEU OF 'P" TRAP. P -11 ARTS /CRAFT SINK COUNTER SUPPLIES: EBC #LAH16 2- WASTE: JUST #J -35 -FS 10 -1/2" DEEP SOLIDS INTERCEPTOR: J.R. SMITH #8730 FIXTURE: JUST #SL- 1921 -A -GR FITTINGS: ZURN #831C4 -HS 2" 11/2" 1/2- i/2° P -12 CLASSROOM SINK COUNTER SUPPLIES: EBC #LAH16 WASTE: JUST J -35 -FS TROP: EBC TS150 FIXTURE: JR SMITH #3201Y -12 4 " ° 2 - 1 /2 TOP TO BE INSTALLED FLUSH WITH FINISHED FLOOR ELEVATION. 2 O P -13 FLOOR SINK FLOOR TRAP: AB &I #8534 FIXTURE: JR SMITH #3370Y 4" 2" 1/2. /2 1 ° /2 CONTROL BOX TOP TO BE INSTALLED 0 CAN WASH FLOOR CONTROL BOX: JR SMITH #3380 AT +42" ABOVE FINISHED SURFACE TRAP: AB &I 8534 FP-13A ") FIXTURE: FLORESTONE #36 -60H 2- 11/2" i/2' 1/2- 0 SHOWER (60"X36 FLOOR COONPTROLS: AY &M NS 096- 500- B30- L -V -QD P -14A SHOWER (36"X36 ") FLOOR FIXTURE: FLORESTONE 36 -34H COONPTROLS: NS #9 - 500 - 830- L -V -QD 2" 11/2" 1/2" 1/2- 0 AB &M FIXTURE: BRADLEY #4C /B /6'- 0 ° /SV /DG /SH /ST 3" 2- 3/4- 3/4- PROVIDE 1/8 CFIXTURE.( P -14B COLUMN SHOWER FLOOR TRAP: AB &I #8532 PIPE CONNECTIONS 2 EMERGENCY SHOWER FIXTURE: CHICAGO FAUCETS P 2 1/2 " / PROVIDE WITH LEONARD A FLOOR EBC #TS150, OP SUPPLY 4 MODEL 00- 600 TOP INLETS. FIXTURE: SUNROC #SF- 3700- SF0140 2- 11/2" - 1/2' P -15 DRINKING FOUNTAIN WALL SUPPLY: EBC #LSH16 DRINKING FOUNTAIN FIXTURE: SUNROC #SF -5550 11/2 1/2- P -15A WALL SUPPLY. EBC 2' - AND CUSPIDOR TRAP: EBC # (2 REQUIRED) P -16 APPLIANCE HOOK -UP WALL FIXTURE: GUY GREY #BIM875 - - - 1/2' P -16A WASHER SERVICE BOX WALL FIXTURE: GUY GREY #BB20OTS 2" 11/2" 1/2' 1/2" P -17 WALL HYDRANT WALL FIXTURE: JR SMITH #5519 -WC - - - 3/4" P -17A WALL HYDRANT WALL FIXTURE: JR SMITH #5560QT - - 3/4" 3/4" DUAL TEMPERATURE NOTES FOR PLUMBING FIXTURE SCHEDULE: Qi COLUMN SHOWER TO BE FURNISHED WITH PARTIONS, CURTAINS, CURTAIN HOOKS, POST, POST SHOES, AND CURTAIN RAILS. CURTAIN RAILS, POST, POST SHOES, AND FASTENERS ARE TO BE STAINLESS STEEL, CURTAINS SHALL BE 60"WX74 "H, AND FABRICATED OF HEAVY GAUGE TRANSLUCENT VINYL WITH HEMMED EDGES AND GROMMET REINFORCED EYELETS. Q WITH TRAP PRIMER CONNECTION. KITCHEN EQUIPMENT FIXTURE SCHEDULE Z T �i UNIT NO FIXTURE MOUNTING KITCHEN EQUIPMENT W V HW CW GAS STEAM COND RTRN REMARKS P -101 WARE WASHER Q Q Q V -Y4 ' HW - CW [GAS 3/4 Y2W - = i . \ Y Y a P -102 BOOSTER HEATER 01 Q W Q V - HW - CW GAS 1Y4" 3/4" _ = P -103 SCULLERY SINK O3 2- W 1y2" V Y2" HW Y2" CW - GAS - - - _ P -104 HAND SINK O1 3O 2- W 1Y2- V Y2" HW CW GAS - P -105 BAKERS TABLE Ql Q W V 1/2" HW Y2" CW - GAS - - - = P -106 KETTLE Ql O3 Q W V Y2- HW Y2- CW - GAS Y2" Y2' _ = P -107 TILT KETTLE Q1 Q - W - V - HW - CW - GAS -Y4 _ P -108 CONVECTION OVEN W V HW CW GAS - - P -109 DEEP FAT FRYER O1 Q - W - V HW CW -Y4. GAS P -110 CHINESE RANGE G) W V HW CW GAS - _ P -111 TILT SKILLET Ol Q3 W V HW CW 1/2" GAS - P -112 ROLL -IN OVEN Ol \:l W V - HW 1/2" CW 3/4" GAS - - - P -113 CUSTOM PREP STATION W V Y2- HW Y2- CW GAS - P -114 SOIL DISHTABLE Q Q3 QZ W Q V %2" HW 1/2. CW GAS EXTEND CONNECTION TO GARGABE DISPOSER. P -115 MOP SINK Q1 Q 3' 2" 1/2' Y2" - - - - NOTES FOR KITCHEN EQUIPMENT FIXTURE SCHEDULE: Q1 SEE KITCHEN EQUIPMENT SUPPLIER SCHEDULES FOR MOUNTING. Q INDIRECT WASTE. 3O FIXTURE AND ALL COMPONENTS SPECIFIED BY KITCHEN EQUIPMENT SUPPLIER. z Z T �i LuY C - � o 0 ° t9 N N Z 0 Y U Y i . \ Y Y a ` 11 h IJ Ail A 3 w J D w S w X LL- Z m J CL N3 Z E fl� 0) W >- 0 >� 0� O N O Z '- ;n O� L C) CV Q 6 Z 0 2 vUi U N E C= O J E 7 PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P 1.02 OF: Fol I a 4 � 0 CONSTRUCTION NOTES 10 6" FIRE SPRINKLER MAIN ® I.E. _ -3' -0" BELOW FINISHED GRADE, SEE CIVIL PLANS FOR CONTINUATION. 20 3 "CW SERVICE ® I.E. _ -3' -0" BELOW FINISHED GRADE, SEE CIVIL PLANS FOR CONTINUATION. 30 4"W ® I.E_ = 336.18', SEE CIVIL PLANS FOR CONTINUATION. ® I.E. = 329.93' AT GREASE INTERCEPTOR INLET. SO 4000 GALLON GREASE INTERCEPTOR, SEE DETAIL ON SHEET P5.02. © I.E. = 329.76' AT GREASE INTERCEPTOR OUTLET. 70 6"W, SEE CIVIL PLANS FOR CONTINUATION. ® EXISTING 4 "W (APPROX. FIELD VERIFY) TO EXISTING SEPTIC CIVIL PLANS FOR CONTINUATION. 09 4"W ® I.E. = 336.52', SEE CIVIL PLANS FOR CONTINUATION. 10 EXISTING 4"W ® I.E. - 337.02 (APPROX. FIELD VERIFY) SEE CIVIL PLANS FOR CONTINUATION. 11 EXISTING VALVE IN VALVE BOX, VERIFY EXACT LOCATION. 12 WATER DISTRIBUTION TO PORTABLES VALVE BOX, BOX SHALL BE EQUAL TO APPLIED ENGINEERING PRODUCTS # - -_ 13 4"W @ I.E. = 337.60', SEE CIVIL PLANS FOR CONTINUATION. 14 EXISTING 4"W ® I.E. - 336.75' (APPROX. FIELD VERIFY) SEE CIVIL PLANS FOR CONTINUATION. 15 4"W ® I.E. = 340.50', SEE CIVIL PLANS FOR CONTINUATION. 16 4"W ® I.E. = 340.50', SEE CIVIL PLANS FOR CONTINUATION. diva N �y aV C Y O Q aE 0 O Z ql !9 u N <O H Z O C 0.- i — / / ' — -------------------- Y CONSTRUCTION NOTES 10 6" FIRE SPRINKLER MAIN ® I.E. _ -3' -0" BELOW FINISHED GRADE, SEE CIVIL PLANS FOR CONTINUATION. 20 3 "CW SERVICE ® I.E. _ -3' -0" BELOW FINISHED GRADE, SEE CIVIL PLANS FOR CONTINUATION. 30 4"W ® I.E_ = 336.18', SEE CIVIL PLANS FOR CONTINUATION. ® I.E. = 329.93' AT GREASE INTERCEPTOR INLET. SO 4000 GALLON GREASE INTERCEPTOR, SEE DETAIL ON SHEET P5.02. © I.E. = 329.76' AT GREASE INTERCEPTOR OUTLET. 70 6"W, SEE CIVIL PLANS FOR CONTINUATION. ® EXISTING 4 "W (APPROX. FIELD VERIFY) TO EXISTING SEPTIC CIVIL PLANS FOR CONTINUATION. 09 4"W ® I.E. = 336.52', SEE CIVIL PLANS FOR CONTINUATION. 10 EXISTING 4"W ® I.E. - 337.02 (APPROX. FIELD VERIFY) SEE CIVIL PLANS FOR CONTINUATION. 11 EXISTING VALVE IN VALVE BOX, VERIFY EXACT LOCATION. 12 WATER DISTRIBUTION TO PORTABLES VALVE BOX, BOX SHALL BE EQUAL TO APPLIED ENGINEERING PRODUCTS # - -_ 13 4"W @ I.E. = 337.60', SEE CIVIL PLANS FOR CONTINUATION. 14 EXISTING 4"W ® I.E. - 336.75' (APPROX. FIELD VERIFY) SEE CIVIL PLANS FOR CONTINUATION. 15 4"W ® I.E. = 340.50', SEE CIVIL PLANS FOR CONTINUATION. 16 4"W ® I.E. = 340.50', SEE CIVIL PLANS FOR CONTINUATION. 1' Z Q w Z m J O_ N M N3 Z� Lu >_ Q >: 0c O U N O Z <n 0� t Q cl Q Z 00 _ V) U V) V E 2 O E w PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P2.10 OF: 7 L I diva N �y aV C Y O Q aE 0 O Z ql !9 u N <O H Z O C 0.- i Y uy u nu 1' Z Q w Z m J O_ N M N3 Z� Lu >_ Q >: 0c O U N O Z <n 0� t Q cl Q Z 00 _ V) U V) V E 2 O E w PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P2.10 OF: 7 L I a L O C 1 � I I 0 (19- DFU'S). CONSTRUCTION NOTES 11 ROUTE WASTE PIPE ABOVE FLOOR IN CHASE, WITH SLOPE TOWARDS MIDDLE OF FIXTURE GROUPING. l�J WASTE PIPE DROP THROUGH FLOOR_ �3 3'CW SERVICE TO BUILDING, I.E.= 340.00', SEE CIVIL PLANS FOR CONTINUATION. SEE FIRE PROTECTION PLANS FOR SIZES, SEE CIVIL PLANS FOR CONTINUATION. O5 ON ® I.E.= 336.18', SEE CIVIL PLANS FOR CONTINUATION (270- DFU'S)_ ® 4 "GW, SEE SHEET P2.10 FOR CONTINUATION (49- DFU'S). O ACID NEUTRALIZATION TANK. ® 4"W ® I.E. = 336.52', SEE CIVIL PLANS FOR CONTINUATION (105- DFU'S) KEY PLAN FOUNDATION PLAN: BUILDING - 100/200 Scale: 1 /16'= 1'-0" i P C }I a O V D O O o � u N ' r IA C t O IL Y O Y T u t 0 0 04 _O i Z_ m Z Q J (L Z 0 Q l� 7) 0 Z O <N3 2 1f m W} o� O� 'o N 0 Z� i OZ) P H CV Q O Z J -�2 Oo O� N U� ,= 7 V E <Z O JC Lu PROJECT: 23025 DRAWN: TT DATE 13 FEB 2004 S SHEET E ®W P2.1 1 N OF: 07 I LA C ��C� � �yy 3 5 5 LL P C }I a O V D O O o � u N ' r IA C t O IL Y O Y T u t 0 0 04 _O i Z_ m Z Q J (L Z 0 Q l� 7) 0 Z O <N3 2 1f m W} o� O� 'o N 0 Z� i OZ) P H CV Q O Z J -�2 Oo O� N U� ,= 7 V E <Z O JC Lu PROJECT: 23025 DRAWN: TT DATE 13 FEB 2004 S SHEET E ®W P2.1 1 N OF: 07 I F o-- - - - - L I I I 1 I � i KEY PLAN CONSTRUCTION NOTES Q CLEAN EXISTING INTERCEPTOR /SUMP. O ALL WASTE PIPE MAINS, BRANCH LINES, AND BELOW GRADE VENT PIPES SHALL BE THOROUGHLY SCOURED AND FLUSHED. O3 EXISTING 4" WASTE PIPE, SEE CIVIL PLANS FOR CONTINUATION. ® CONNECT NEW 4" WASTE PIPE TO EXISTING. SO SLAB CUT AND REMOVE FOR INSTALLATION OF NEW BELOW GRADE UTILITIES, PATCH TO MATCH ADJACENT SURFACES_ © CAP WASTE PIPE BELOW GRADE. (7 ACID NEUTRALIZATION TANK. ® EXISTING 4" WASTE, FIELD VERIFY I.E. (164DFU'S). GENERAL NOTES 1. EXISTING PIPING IS INDICATED WITH FINE LINE TYPE. wAZ)i t rUUNUAI IUN rLAN : bUiLUM.7 -,5U0 Scale: 1/18"= 11-0" s E ®W N Jim �3 t (y) Z_ O J_ z 0- z O Q 0 z O Lu Q Z O H3 Z 0.1f N W >- Q j. O� O � c Z LVI Q — t Q CV QO Z J—^ 0 O� = to U� _� C7 E = o E PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P2.12 OF: I O e e ® s u • N H • ZS O ® V U V V 4 0 � R LLJ s GENERAL NOTES 1. EXISTING PIPING IS INDICATED WITH FINE LINE TYPE. wAZ)i t rUUNUAI IUN rLAN : bUiLUM.7 -,5U0 Scale: 1/18"= 11-0" s E ®W N Jim �3 t (y) Z_ O J_ z 0- z O Q 0 z O Lu Q Z O H3 Z 0.1f N W >- Q j. O� O � c Z LVI Q — t Q CV QO Z J—^ 0 O� = to U� _� C7 E = o E PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P2.12 OF: I e a i E e 0 n a 0 i 3 0 0 M r- L CONSTRUCTION NOTES O1 SEE ISLAND SINK VENT DETAIL, SHEET P5.02_ (D PIPING LOCATED ABOVE FLOOR IN CASEWORK, SHOWN FOR CLARITY_ O UNDER GROUND PIPING TRENCH AND FILL BY MC. ® ACID NEUTRALIZATION TANK: 55 GAL TANK CAPACITY, 34.5 CAL USABLE CAPACITY. PROVIDE TOWN + COUNTRY MODEL # NT -55 OR EQUAL. PROVIDE PIPE FITTINGS FOR CONNECTION TO 3" PIPE. SEE INSTALLATION DETAIL SHEET P5.01. QS CONNECT NEW 3- WASTE TO EXISTING 4" SS LINE. NEW WORK REQUIRES MIN. 3' -6" INVERT ELEVATION BFF AT POC. VERIFY DEPTH OF EXISTING 4" LINE PRIOR TO CONNECTION. © REMOVE EXISTING FLOOR /GRADE AS REQUIRED TO INSTALL NEW PIPING IN FOUNDATION. GC TO PROVIDE AND CARRY OUT FILL AND FINISHING OF SURFACE. FINAL SURFACE SHALL BE LEVEL WITH AND MATCH EXISTING. Q7 SEAL NEW INTERIOR SLAB PENETRATION PER SPEC. CAP PIPE FOR FUTURE CONNECTION TO NEW WORK. VERIFY LOCATION WITH GC PRIOR TO INSTALLATION_ © ROUTE UNDER GROUND GAS PIPE IN CONDUIT PER SPEC. SEE DETAIL, SHEET P5.01. Q9 ROUTE 1y"V, Y "GAS, AIR, HW AND CW UNDER SLAB TO ISLAND SINK. COORDINATE FLOOR PENETRATIONS WITH GC PRIOR TO INSTALLATION. 10 CONNECT 2"W TO EXISTING 2"W PIPE. VERIFY INVERT ELEVATION OF EXISTING 2"W ALLOWS FOR Y4" PER FOOT SLOP IN NEW - WORK. (3D-- C}— - - U 6 WASTE FOUNDATION PLAN: BUILDING - 400 Scale: I /&I= I'-0" S E ®W N i i i i i i i i i i i i i i i i i i i i i i i i i i i i i I J_ Z Z O a 0 0 W N Q C- Z O H3 Z LLJ >- in :-Z Oc O N O Z" O� 0 N < O Z J `^ 600 Or- 2 VVi t= � V E C= O J E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P2.13 OF: J z ne M L NNN� LuNN O O • ° O i u N N �• 9J � / q C �O W ° L Y u � � o 3 � n o � s u LLJ t I J_ Z Z O a 0 0 W N Q C- Z O H3 Z LLJ >- in :-Z Oc O N O Z" O� 0 N < O Z J `^ 600 Or- 2 VVi t= � V E C= O J E Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P2.13 OF: J F I 2 CA `✓ " I 2 I I I I I I II II I 3" UP 3"WCo 3� 1) V p pLLI/2• 12" �2" UP 2 "FCO 2 L I I I o I I 1 I I 4'W ® I.E. = 337.60, SEE CIVIL PLANS FOR CONTINUATION. (111 DFU'S) 3 ______ -____ `, __________J 1 LF- - -1 4 1 L___________- _______J _L________ _ ____ ______________ _J L -J _ B I I I , I ABANDON ISTING 4'00 I.E. =337.0 1 (FIELD J L-7 J i i L _ _ O ( RIFY DEPTH) SEE CIVIL j �NS FOR r _ NTINUATION- 186 DFU'S I I I II I I I I I I I I 1 I� 12 WCO r_ r CONSTRUCTION NOTES L - - - - -t �- - - - -1 -- - - -� -J I I I II,I EXISTING 4" Ir_J _ O1 CONNECT NEW WASTE PIPE TO EXISTING. r -- - I i I I II O2 EXISTING 3 CW BUILDING SERVICE, 2 VERIFY EXACT LOCATION, SEE CIVIL 4" IL_i r_ PLANS FOR CONTINUATION. O3 EXISTING FIRE SPRINKLER MAIN, VERIFY EXACT LOCATION, SEE CIVIL PLANS — FOR CONTINUATION. - — l i CA CAP I i I I I I I l i i II I I 1 r- I I 1 II I I i i I I r -I - „ I 1 4" UP TO - -- - - -J L_1 J 2 I I 4'WCO I , KEY PLAN - - - - - -- ---------------- ---- - - - - -- ---------------------------------- I I , I liI I I I , I, I, I , I , I , I iI I , I , ! I I I I I I L4 I 1 L _J 4" UP TO 4" 4°WCO I' .�_ -- - - - - -- --------- - - - - -- :] - -- - - -- ------------------- ii I II I'I L o j I I f I I I I I I I I I I I I F 1 I r I i I I r---i F -I ii it 3 UP TO ji 2° I I I I; r 2" A IL---- 13 1I L- J. r_ J I I 2� 2"W,1y2V I 1,y2 V 'I I Y t 12 "UPT "WCO `2"w,12 V " I 2 I I I I I I II II I 3" UP 3"WCo 3� 1) V p pLLI/2• 12" �2" UP 2 "FCO 2 L I I I o I I 1 I I 4'W ® I.E. = 337.60, SEE CIVIL PLANS FOR CONTINUATION. (111 DFU'S) 3 ______ -____ `, __________J 1 LF- - -1 4 1 L___________- _______J _L________ _ ____ ______________ _J L -J _ B I I I , I ABANDON ISTING 4'00 I.E. =337.0 1 (FIELD J L-7 J i i L _ _ O ( RIFY DEPTH) SEE CIVIL j �NS FOR r _ NTINUATION- 186 DFU'S I I I II I I I I I I I I 1 I� 12 WCO r_ r CONSTRUCTION NOTES L - - - - -t �- - - - -1 -- - - -� -J I I I II,I EXISTING 4" Ir_J _ O1 CONNECT NEW WASTE PIPE TO EXISTING. r -- - I i I I II O2 EXISTING 3 CW BUILDING SERVICE, 2 VERIFY EXACT LOCATION, SEE CIVIL 4" IL_i r_ PLANS FOR CONTINUATION. O3 EXISTING FIRE SPRINKLER MAIN, VERIFY EXACT LOCATION, SEE CIVIL PLANS — FOR CONTINUATION. - — l i CA CAP I i I I I I I l i i II I I 1 r- I I 1 II I I i i I I r -I - „ I 1 4" UP TO - -- - - -J L_1 J 2 I I 4'WCO I , KEY PLAN - - - - - -- ---------------- ---- - - - - -- ---------------------------------- I I , I liI I I I , I, I, I , I , I , I iI I , I , ! I I I I I I L4 I 1 L _J 4" UP TO 4" 4°WCO I' .�_ -- - - - - -- --------- - - - - -- :] - -- - - -- ------------------- ii I II I'I L o j I I 82 j j � L_ 1 ^ UP TO I . R -•- a I I 2"W,ly2"V I 4°WCO -- - 4� UP TO` - -- ii {WC0172 °W/ "WC O p 2-1 , T I I 2" i ' 2"1V lY"V 2e, L f ' 2 l Tf F 1 PTO I P2.14 4"tkCo ii it 3 UP TO ji 2° I I I I; r 2" A IL---- 13 1I L- J. r_ J I I 2� 2"W,1y2V I 1,y2 V 'I I Y II u Y 3 � 2"W 114-V NL 'I - ------ ---- -- - - - - -- - - - -r - -� 9 TO - -� --0 4"WCii -oa L': \-4-' 41'WCO F - 4" -1 2" 1 1 "2"W,l✓ r - - 2 "UP - -, r2"WC TO I J 82 j j � L_ 1 ^ UP TO I . R -•- a I I 2"W,ly2"V I 4°WCO -- - 4� UP TO` - -- ii {WC0172 °W/ "WC O p 2-1 , T I I 2" i ' 2"1V lY"V 2e, L 2"001 ' 2 Up of 2"W,1'/ .Y2 ii it ii " 1 2° Yz 4°WCq r - - -� 2" 4•I 4" -� `-r 1 - R 1 - -- ' 21 2" UP TO 1 ° pY9 1y2' 2" 2 "FCO '- -- 2" �, 1 " 2"W.iW2 2" P TO ABANDON 4" L' j �1� f ' 2 l Tf j ..CAP 2 O I p y yP r CHP -, CHIT - - - -, P2.14 4"tkCo ,2"V 3^ -� 3 UP TO s u II I I I I; r F- A IL---- 13 1I L- J. r_ J I , 2� 2"W,1y2V I I 'I I Y II u Y 3 � 2"W 114-V NL I 3' 2"001 ' 2 Up of 2"W,1'/ .Y2 ii it ii " 1 2° Yz 4°WCq r - - -� 2" 4•I 4" -� `-r 1 - R 1 - -- ' 21 2" UP TO 1 ° pY9 1y2' 2" 2 "FCO '- -- 2" �, 1 " 2"W.iW2 2" P TO ABANDON 4" L' j �1� r I CAP; jo , i I J Tf DATE: w " UP TO Y y y P2.14 4"tkCo ,2"V 3^ -� 3 UP TO s u 3"WCO j 1 t !9 I; r TO " I J ;O p C O 2"W,1y2V b I Y L -- 2 "F 0 -4" i i t O 4" I r 1 � 2' 2° ' 2 "- 2"L_� " UP TO 4" UFO Oi L J 4'WCO - -I li li 2"WCO 'L- 2' PTO I I �I I - LL --- - - - - -J -- z------- - - - - -- s-- L-- - - - - -- - -J r - J"-- L_____________ ___J---- L________ ___ _____ _ 2 I -- r- - - - - -- - -- L -- ---- - - - - -- -- ---- Jr- - - - - -- - - - - -- - - - -- L L XISTIN 4 ❑ -CAP - J - j ISTING CAP C P CAP C PCAP CAP C CAP /" CA eR� eAPeaPek>} r - - - - - -- L - CA AP (TYP.) � i i LII I \ � i; l \ „ CAP---' ACA \. (TYP.) I I I I _ 4" I I L L_J L f L J __� T1______�7 —____ 1 - - \ -_ _ L_J L J __ _ Z" Y" L� rJ 1'I 2" 4° F2" ,1}Y2 2°W12"WC ^ 2V /2"WCO - -- I�I »1 4" -- __ L J L - y� = Z - - - - -- - rl S- Z-- - - - - - - L- -J O O 3 3.8 4 WASTE FOUNDATION PLAN: BUILDING - 500 Scale: 1 /8" = 1'-0" S E ®W N z a4 DRAWN: Tf DATE: w SHEET Y y y P2.14 o • O' s u N t !9 q •p Z p C O b Y I I u Y 3 � s u NL s 01 1 Z O ao g Z 0 0 w V) Q �� y3 P44 3 O ila 3 Z u^j O� 0 c/7 O Z O� H � <:z _j .!a OC L N E U J E PROJECT: 23025 DRAWN: Tf DATE: 13 FEB 2004 SHEET P2.14 OF: I I i I I I I I I -- - -- J I I I II I -- -- - -- 6.5 COMP TER I� P -3 101 1` STAIRWAY it CLASSR IOM PPeoocuS \ 1 --- ------ - - - - -- ---- - L ,� \vlil COMPUTER CLASSROOM I j WO M T ; I lObj -- - -- -- - — -- -�- - `' CHECK -OUT I -- - - - - -- - i -- y, 2 W 1�2"V =� � _� 2 "UP & DN. F---- - - - - -F ' I /�� IBRARY OFFICE 102 PERIODIC LS 107 105 2" \ / I "DN. 4 4 2 4 3 "DN. \ i \\'2° 3°DN ( 2" j2'1 y \ j I j 3" AI 2" — i I i / 1 I 1 COMMONS /CAFETERIA Y s COMMONS/CAFETERIA 1 101 e F Im o z T T / � I TICKET / BOOTH o a � o v GGI 5` PLUMBING PLAN: BUILDING - 100/200 (MAIN LEVEL) Scale: 1/8!'= l' -0" KEY PLAN � § LU o e a u !g N Z O t ^® W u r a u 2 Lu s i6 Ne e 3 J W W J CZ L C) C) °o 6 Z 0 J Z Q Z m J CL on H3 Z w O C: C O W C N O O� I—F- Q CV Q Z 1 2 O� t N U� N E 2 � o E C= O J W N PROJECT: 23025 DRAWN: Ti DATE: 13 FEB 2004 S SHEEP E ®W P3.1 1 a N OF: L ie J B L 48 a, KEY PLAN MIN LEVEL) S E ®w Scale: T/8 " =1'-0" N z p 4 o 0.- I q) !9 N N N • O Z L a � V � � d w L L 1 as H J�3 J W 1 W J CZ 0 C) Q 0 V Z J_ Co z Q J V Z Co M J in H3 Z� w^^>- OC� L 0 W C V) 0 Z "- i O� ♦J N Q Z J -�2 p O� 2 v) U� V C Q E LU PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P3.1 1 b OF: J z e q Y LLJO O ® O Y H N N Y• O 0 S � Y Y Y 9 Y L J W W J Z Z 0 e � H3 z e q Y LLJO O ® O Y H N N Y• O 0 S � Y Y Y 9 Y L J W W J Z Z 0 H3 Z� w >- 0 0� C C L � -x U C C C rm- r N OF: L J 9 KEY PLAN : Z 0 6 s 3 _a ,tea e o ® i 500 t H V N r S v E W C \o� N v 0 \ \\ Y S Y Y s I I I I Lu \\ \ I I _____________________________ _______________________ ___ _ __ -_ I -_ I JAI \ __ CLASSROOM CLASSROOM / F 203 1 CLASSROOM F 2027 CLASSROOM \ \`I I I STAIRWAY ZD I I A2 (3DFU'S) HALL Fv P - 5 P-5 TP-14C 2; ROOK STORAGE C __ ___ ___�_ _ _ -- -_ ___ __�V__W- _ _ _ _ _ _.yt _ - -\ t• ARV_ _ _ _ _ _ _ _ _, __4 ?r Z 5 SCH�CE CLASSROOM r� C r -, a SCIEEVCE r_ CLASSROOM Q YKNO IV ( 105- ) R n ! T-- P -5 r5C- r'," - -5A -� z - < i / Q M) W >- F.O.S. - f ~ _ k �-� -5C F03 ; i `- w 5 C RV -°: + _ -ARV ; - -• - �- - - - \\ - - - - CL C N O P -5 P -5 P -5 - — - - 'P- P -5 P -5 P -5 - J .`J 2/2 2/2' 2" 2/2" 2- \�\ — Z C) i. CO Q I-- E- o 00 �; L \ \ 11 Q -c • j� - l COMMOMICAIEERIA 101 m = to �• / v 1 1 6 L1 6 c 0 c �• \ J C N CL >- >- VA i i i i Q dpe v 9~ IST- ONAL 6f'l \\ Res 06 / 21 04 \\ PERM YCONSTRUCTABIUTY REVIEW \. PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 o \ o 0 0 0 06 03 PLUMBING PLAN: BUILDING — 100/200 (UPPER LEVEL) s EW � BNEEf P3.1 2a Crnlo• „a " -,.�'� N OF: L J rLAN JPPER LEVEL) s E ®W Scale: 1 /8" = 1' -0" N z Lu o ::�o e 0 ° a u �g N • O Z t �0 d 2 M Y Y Y � u ;E = LU s i<S 0 3� J W W J W CL O_ O O 04 O O Z m z Q J 'd V z m J CL z REVIEW 0 PROJECT: 23025 DRAWN: N3 DATE: 13 FEB 2004 z� SHEET P3.12b Lu >- 0 0 L O C N O 7 0� Q CV 06 Q Z J N O _ V) U� N 'c (5 C 2O W 0 %i ERMIT /CONSTRUMABUTY REVIEW PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P3.12b OF: F L 7PLAN PLUMBING PLAN : BUILDING - 100/200 (UPPER LEVEL Scale: 1!8" = 1'-0" q LLJ o � o QpA q q O Z 9 3 � M r Y e u d Sg M b ; Ole _ R � t 1 N IV "m J�3 J W W J cle W d CL O O 04 O O Z m z J 'CL V Z Cm J Z O> IV ZE � N V..1 O� O C N O z� O� H -C oi Q O Z J h 00 O -C _ vUi U� N 'c V C = 0 E Lu %i I PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 S SHEET E ®W P3.12c N OF: I F 0-- - a a 0 r-------- - - - - -- - - - - -- -- - - - - -- I I I I I I KEY PLAN PLUMBING PLAN: BUILDING - 300 n m Scale: 1/18" =1'-0" N z Z o 4 l Lu v ® a ® e 0° Y N M Z A C t 0 � Y u773��LL3 O ch Z_ 0 m z Q J CL (D Z m J CL Z REVIEW 0 PROJECT: 23025 DRAWN: < DATE: 13 FEB 2004 Z SHEET P3.13 W >- Q 0Cc G 0 W c Cn 0 Z� i 0� Q CV <z J H O °0 0� N U� Z) V C 2 aO E x.1..1 ERMITICONSTRUCTABIIJTY REVIEW L PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P3.13 OF: J L F r L m L CONSTRUCTION NOTES (D- (D ROUTE Y4'CW, HW, AND 2"V DOWN WALL CHASE INTO NEW CASEWORK. PROVIDE SHUT -OFF VALVES IN CASEWORK. Q ROUTE y'CW, HW, AIR, GAS, AND 1Y2 ARV DOWN IN WALL TO SERVE ISLAND SINK. SEE P2.14 FOR CONTINUATION. O3 ISLAND SINK SERVED FROM PIPING BELOW. ROUTE WASTE AND VENT PIPING IN CASEWORK PER TYPICAL ISLAND SINK WASTE AND VENT PIPING DIAGRAM, SHEET P5.02. ® NEW WATER HEATER AND HW CIRC. PUMP SHALL SERVE ROOMS ONLY. O5 PROVIDE Y2'CW, HW AND 1Y2'ARV CONNECTIONS TO P -5C FUME HOOD IN CASEWORK. © ROUTE PIPING IN PLUMBING CHASE BEHIND CASEWORK. O PROVIDE CLEANOUT IN CASEWORK, FULL SIZE OF ARW PIPING. ® PIPING DOWN TO SCIENCE SHUT -OFF VALVE STATION SEE DETAIL SHEET P5.01. �i O CONTINUE UNDERGROUND GAS PIPING VENT UP THROUGH ROOF. SEE DETAIL P5.01. 10 SEE P5.01 FOR AIR COMPRESSOR PIPING DIAGRAM. 11 SEE P5.01 FPR GAS FIRED WATER HEATER PIPING DIAGRAM. 1Y4 ' ° I _ �I P -3 { (8 DN) a rxu) 1 -- (g m) 1 -1 /2"V OWN TO _ t ' FD IN MECHANICAL I— - ° ( 3 j 'Y2 '1 ' t (: o) 4 ; J�2� 1Y2'(e oru) r (e oN) I< — I 1 _ 1 pFU _ -{4 +IF- 1 (a ON) A YO ' 1 oFll 2 (33 oFU) (Tv Dm L.- "VTR nzeDN> ° , T rY DN (35 � I Fp� (EXISTING) (31 o )2YF 4A r 9 014 DM I i I q D3 D) _ 006 ' (60N) _k I . i � I-VJ 3�4 n 2°W ) ENLARGE PARTIAL PLUMBING PLAN JLV 1G. 1/_ — . - ENLARGE PARTIAL PLUMBING PLAN Scale: 1 /4" = 1'-0" KEY PLAN REDUCED PRESSURE BACKFLOW PREVENTOR, TO BE LISTED ON THE WASHINGTON STATE DEPARTMENT OF HEALTH AND DRINKING WATER PROGRAM —� BV 4 +��' AIR GAP CONNECTION. BV 0 NEAREST FLOOR DRAIN EXISTING 2Y2'CW SCIENCE WATER HEADER INSTALLATION DETAIL Scale: None l ^1 A D t `' PLUMBING PLAN: BUILDING - 400 ^ E ®W S i' Scale: 1 /8" = 1'-0" N 11 �J y` O O 1 Z J m Z J Z m J Z O < H3 Z E W >- O} O C/) O Z O� I-- I— E5 C1 0 O Q Z J In 600 O� = VV) U V) .� V C 2 O E W %i �1 PROJECT: 23025 DRAWN: TT fie � SHEET Y � y o a' O O a y N z A 0 O Y u } a L < 11 �J y` O O 1 Z J m Z J Z m J Z O < H3 Z E W >- O} O C/) O Z O� I-- I— E5 C1 0 O Q Z J In 600 O� = VV) U V) .� V C 2 O E W %i �1 PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P3.14 OF: I I I I I I � � !`l1hICTRII(`TI(1�L N(1TFC I I rY-PLAN PLUMBING PLAN: BUILDING - 500 ^ S ® / ` E W Scale: 7 /8" = 1' -0" N Z o 4 4 I loe H RR LLIO y O :e O ® O u N H N gg A Z O �® y Vim/ • � 3 M u y V N ; o L L L R H �J Ail 3� CO Z J_ Co z Q J V Z m 7) J a- z O H3 z� w} Q O� z 0 C V) 0 Z� OZ) Q CV Q p Q Z J N 00 O-C N U� C V C =5 0 L C Lu PROJECT: L DRAWN: TT DATE: BRYANC Feb 13,2004 - 11:43am R: \dwga\ 203 \203 -064 \mach \P3.15- 23064.dwq BRYANC rY-PLAN PLUMBING PLAN: BUILDING - 500 ^ S ® / ` E W Scale: 7 /8" = 1' -0" N Z o 4 4 I loe H RR LLIO y O :e O ® O u N H N gg A Z O �® y Vim/ • � 3 M u y V N ; o L L L R H �J Ail 3� CO Z J_ Co z Q J V Z m 7) J a- z O H3 z� w} Q O� z 0 C V) 0 Z� OZ) Q CV Q p Q Z J N 00 O-C N U� C V C =5 0 L C Lu PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P3.15a OF: L r 0 KEY PLAN: L*1 500 100/ 200 S E ®W N Z Y u Lu ®a p .8 ® O O O q) u !y M Z „ 9 Z ` s O y Y Y u T p M n a u $FR L i lQ IV jig J IJ e.3N 1 -t 41 *4 uZ§ -�3 Lu w w J Z <a O O 04 0 r Z J CL Z m J CL O O o' J U z a U w ►] o H3 z� ui O<C L 0 W � N 0 Z� O� F— H Q (V Q Z J H 0o O� N U� N 'c E = 0 �E PROJECT: 23025 DRAWN: T DATE: 13 FEB 2004 MECHANICAL ROOM PLUMBING PLAN 100/200 (MAIN LEVEL) n E ®W S SHEET ET Scale: 1 /7' = 1'-0 N OF: L J n r F.0.5. � I I / 2- P -1 P- 2.\ ozoo, 7 158 i T 2'WCO .2 ■ P -1042 -'y2" 4 -FD P -103 �Y2� - 1Y2" \ 3- STM CR- 4•VfR— (41- DFU'S) COOLER 16Q ' -4 °FCO 4•FD -r" KITCHEN 162 -110 P -f 1 ti1 ' :_ P -113 -1 2" P -10 4 FD I 1i 11 imIIIIIIIM 19 4 °FD ®I I�IFlI AI I , o �i �. JW 161 ; of -' �T ,- 6) t a KEY PLAN F KITCHEN PLUMBING PLAN s % Scale: 1/47= 1'-0" N Z N � G NNy NN G oY 0.- a u !� N Z e 6 i �0 y Y � u v ya Y � u R J i / 1 11 Rf Iv .Ai z Q d z no J d Z W 2 U H3 z wr 0� O C N O z "- ;n 0� oC,� 06 Qz J `Ln DO = t) N c ;_ = O C W N �r PROJECT: 23025 DRAWN: Tf DATE 13 FED 2004 SHEET P4.04 OF: J F/ CONTINUOUS PIANO HINGE AIR PIPING GAS PIPING STANDARD KNURLED KNOB NON - LOCKING LATCH. i-WxW MILCOR SERIES 3208 STAINLESS STEEL ACCESS PANEL W/NON- LOCKING DOOR_ L-- - - - - -- J NOTE: PROVIDE PHENOLIC PLATE ON DOOR WITH LABEL "EMERGENCY SHUT -OFF VALVE'. SCIENCE SHUT -OFF VALVE STATION DETAIL NOT TO SCALE 0 - IN PIPE OPENING GAS CObK O r- WITH CONCRETE. UNION (TYP.) FINISHED GRADE (TYPICPL) ° 22 °- ID SHUT -OFF W COCETE /LDR OF 42'E AS REQ'D_ TRAP PRIMER GAS COCK PER SPECIFICATIONS COORDINATE L _ E`- STANDARD KNURLED KNOB NON - LOCKING LATCH. i-WxW MILCOR SERIES 3208 STAINLESS STEEL ACCESS PANEL W/NON- LOCKING DOOR_ L-- - - - - -- J NOTE: PROVIDE PHENOLIC PLATE ON DOOR WITH LABEL "EMERGENCY SHUT -OFF VALVE'. SCIENCE SHUT -OFF VALVE STATION DETAIL NOT TO SCALE NEENAH FOUNDRY R- 1740 -D2 CENTER MANHOLE i PTO FIXTURE IN PIPE OPENING SET FLUSH WITH FINISHED AND INFILL VOIDS r- WITH CONCRETE. UNION (TYP.) FINISHED GRADE BVji ° 22 °- ID SHUT -OFF W COCETE /LDR OF 42'E AS REQ'D_ TRAP PRIMER GAS COCK PER SPECIFICATIONS COORDINATE L _ _j--ACCESS DOOR MOUNTING HEIGHT lO AND FRAME PER WITH SURROUNDING O SPECIFICATIONS. FIXTURES. I N AINLESS STEEL ALL THREAD FINISHED FLOOR UT -OFF i v-TO F-D. TRAP NEENAH FOUNDRY R- 1740 -D2 CENTER MANHOLE MANHOLE COVER AND FRAME IN PIPE OPENING SET FLUSH WITH FINISHED AND INFILL VOIDS GRADE OR PAVING, WITH CONCRETE. 49%8. / FINISHED GRADE E ° 22 °- ID SHUT -OFF W COCETE /LDR OF 42'E AS REQ'D_ /FIRE ALARM GAS COCK LS. LENGTH ----- - - - --I 6" lO lO i O Ill JJ G IRATED N AINLESS STEEL ALL THREAD N UT -OFF REGULATOR. ROD 3/8 "0 AND FASTENERS m 60 PSIG MIN. EXPOSURE TYPICAL -- PIPING DIAGRAM x m i (TYP. OF 4). WELDED SEAM _� m m `t = m jccm:), —CAP INLET AND OUTLETS OF � M UM UM UPPER PORTION OF TANK MECHANICAL ROOM 155 M> - - - - -� I o l r-NN (TYPICAL)_ o l �— I l o l �� l vv Nit I O 0 I O WASTE PIPING, SEE CIVIL 0 I N 3 M Y � ' Y— I I Y— PLANS FOR CONTINUATION. m N m N m y UNION (TYP) ' TWO ACID NEUTRALIZATION TANKS FUSED TOGETHER. SEE A.R.W. FROM BUILDING SPECIFICATIONS. SIZE PER PLANS DRAIN A.R.V. TO BUILDING CONCRETE BASE WASHED ROCK SIZE PER PLANS ACID NEUTRALIZATION TANK INSTALLATION DETAIL NOT TO SCALE TRAP PRIMER PIPING DIAGRAM 1y TEMPERED MIXING VALVE CABINET 4 TO BE PARTIALLY DIAGRAMMATIC HOT WATER RECESSED IN WALL. i' HOT 1° COLD �' I C INSULATION PER WATER T WATER % SPECIFICATIONS I r--4UGEa --- - - - - -- 1� = TE i I PIPING -SIZE I =GI I I i/ PER PLANS I I I / THERMON 'FLX' - INSTALL ii i i I / PER SPECIFICATIONS I = I i II II I- -- - - -- - -- I NOTES: -`-- -UNION (TYP.) - i. ATTACH HEAT TRACE TO I FRAMING PIPE WITH GLASS CLOTH (MIN. T TRAP � I BY G.C. I TAPE, USE i ROLL OF SEAL KIT AT END NOTES: I SCIENCE TAPE PER SOLE OF PIPE. OF HEAT TRACE. 1. MOUNT CONTROLS AT l ROOM WALL 2. ALL HEAT TRACED PIPING AT +42" A.F.F. - Y SHALL BE STENCILED 2. ANTI -SCALD MIXING VALVE. A °ELECTRIC HEAT TRACED ". SECTION A -A HEAT TRACE INSTALLATION DETAIL THERMOSTATIC MIXING VALVE PIPING DIAGRAM NOT TO SCALE DIAGRAMMATIC REDUCED PRINCIPAL BACKFLOW PREVENTER TO BE LISTED ON SIZE PER PLANS THE STATE DEPARTMENT OF 2" CONDUIT HEALTH, WATER PROGRAM. _ _ _ _ _ VENT SECURE TYPICAL OF 3 - TO BUILDING ( ) � BUG SCREEN - TO OPEN END. TO BUILDING WATER HEATER FLASHING & COUNTER FLASHING AS REQUIRED. FIN. ROOF I I -II il- -- TO SCIENCE ROOMS DOUBLE CHECH VALVE ASSEMBLY I I � �m • WELD CONDUIT TO BE LISTED ON THE STATE I I _ END CAP TO DEPARTMENT OF HEALTH, ( I I �- ID4iIH� HYDRONIC MAKE -UP GAS LINE. WATER PROGRAM. I I I I r TO KITCHEN WATER HEATER rr= I i IIFDQ�D4HI �y TO KITCHEN /// GAS LINE AS FULL SIZE x 24 "L. ! I I I `PIPE SUPPORT (TYPICAL) FIN. CEILING) it SHOWN ON AIR CHAMBER 4" GALVANIZED FUNNEL (TYPICAL) II MECH. DWGS. DOMESTIC TIC 1" DRAIN (TYPICAL) TO EQUIPMENT I SCHEDULE 40 DRAIN I FULL SIZE HEADER ' BLACK CONDUIT VALVE 2" MAIN TRUNK DRAIN WELD CONDUIT END 2° MIN. SIZE. CAP TO GAS LINE p pQ�j�D41i - - -- (TYP. ALL FLOOR WALL PENETRATIONS) II CW FROM PIPE SUPPORT FLOOR DRAIN, it FIN. FLOOR METER E SIZE I (TYPICAL) SIZE PER PLANS II II PIPE SLEEVE PER\ SPECIFICATIONS LEI III nimr, 1 nn /Onn nnAAFCTIr WATER HFAnFR nFTAII NOT TO SCALE UNDER FLOOR GAS PIPE CONDUIT DETAIL NOT TO SCALE RUN PIPING FULL SIZE COMBINATION TEMPERATURE/ & TERMINATE DIRECTLY PRESSURE RELIEF VALVE. ABOVE F & FD. WITH CIRCULATION PUMP, MINIMUM i" AIR GAP CONTROLS TO EMCS HW -SIZE 7 PER PLAN -i 1 SEISMIC STRAPS HOSE END DRAIN VALVE HW -SIZE, PER PLAN HWC -SIZE PER PLAN DOUBLE CHECK VALVE BACKFLOW ASSEMBLY EXPANSION TANK AMTROL MODEL v ` F &FD -SIZE ` DRAIN PAN, 2" HIGH PER PLANS SEAMLESS WALL, DRAIN TO NEAREST FD. ELECTRIC WATER HEATER PIPING DIAGRAM INTAKE FILTER SILENCER ON EXTERIOR WALL. AIR COMPRESSOR & TANK BOLT TO CONCRETE BASE CONCRETE BASE AUTOMATIC CONDENSATE TANK DRAIN. DIAGRAMMATIC DIAGRAMMATIC FASTEN SECURELY TO BUILDING STRUCTURE - PIPING INSULATION (TYP.) PIPING AT BUILDING INTERIOR (TYP.) - SPECIFIED STRUT AND CLAMP SYSTEM (TYP.) PIPE INSERT PER SPECIFICATIONS (TYP.) INTERIOR WALL /BEAM -- INTERIOR PIPE SUPPORT DETAIL NOT TO SCALE TO SCIENCE ROOMS ADJUSTABLE PRESSURE REGULATOR AIR DRYER CONDENSATE DRAIN LINE TO FLOOR DRAIN. BAR AIR CHAMBER, FULL SIZE X 36" LONG. HW PIPING, SIZE PER PLUMBING I TANK, WILKINS CIRCULATION PUMP, CONTROLS TO EMCS BV, CW PIPING, SIZE PER PLUMBING PLAN- HWC PIPING, SIZE PER PLUMBING PLAN- STORAGE TANK DRAIN VALVE (TYPICAL) - R-10 RIGID INSULATION EXTERIOR WALL COMBUSTION AIR AND FLUE CHAMBER DUCTWORK SIDEWALL HORIZONTAL DIRECT VENT CAPS. TEMPERATURE AND PRESSURE RELIEF VALVE (TYPICAL). HEAT EXCHANGER HW PIPING OUTLET CONNECTION POINT. MANUFACTURE SUPPLIED AND INSTALLED CIRCULATION PUMP. MANUFACTURE SUPPLIED AND INSTALLED PIPING. CW PIPING INLET CONNECTION POINT. TERMINATE RELIEF PIPING 4' ABOVE FINISHED SURFACE. JANICAL ROOM 155 I - I " FINISHED SURFACE nAC� rinr-r% IAIA-rr -n u['ATCD ninIKIn nlAf`DAAA NOTE: ALL DEVICES & EQUIPMENT SHOWN TO BE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. RELIEF VENT TO 22 ATMOSPHERE UNION E LINE PRESSURE ID SHUT -OFF REGULATOR /FIRE ALARM GAS COCK LS. SHUT -OFF ----- - - - --I VALVE lO lO 1 1 O Ill JJ G IRATED N ED EQUIPMENT N UT -OFF REGULATOR. FOR AT LEAST m 60 PSIG MIN. EXPOSURE TYPICAL GAS UNIT PIPING DIAGRAM x m i DIAGRAMATIC GAS PIPING DIAGRAM NOTES 1QKITCHEN EQUIPMENT SUPPLIED BY OTHERS, SEE KITCHEN CONSULTANT PLANS FOR K #'S. Q2 SEE "SCIENCE SHUT -OFF VALVE STATION DETAIL" ON THIS SHEET. Q3 GAS REGULATOR, VENT TO ATMOSPHERE. NOTE: SEE SPECIFICATION SECTION 15055, 1.4. KITCHEN DIAGRAMMATIC GAS PIPING -SIZE PER PLANS SPECIFIED STRUT & CLAMP SYSTEM. 0 TREATED LUMBER 2"X8" LENGTH AS REQUIRED. -7 LAG BOLT (EACH SIDE - TYP.) TREATED LUMBER 4"X4" LENGTH AS REQUIRED_ ROOF TOP GAS PIPING INSTALLATION DETAIL HIM@] 22 02 2 00 lO lO 1 1 Ill JJ N N ria�2 m II m i___'m x I__{g x m i m m m _� m m `t = m jccm:), � M UM UM MECHANICAL ROOM 155 HIM@] TO SCALE 155MBH 4420MBH 600MBH 2Y2° GAS SERVICE GAS COCK AT 2PSI DELIVERY, 6709MBH FROM (TYPICAL) GAS METER. 1ST FLOOF GAS PIPING DIAGRAM BUILDING 100/200 DIAGRAMMATIC �1 a -iii e ® e u N N T e Z ` s 0' Y Y .. Y j i g s Lu jas 1� uZ7�rr�3 V) D z m J 0 IV z LLJ >- 0 >: 0� 0 c N O Z O� Q CV in O Q Z J le 600 0� 2 V) o U� N �C E <2 O J E PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P5.01 OF: J L_ lO lO 1 1 Ill JJ m II m i___'m x I__{g x m i m m m m m `t = m jccm:), O -0 N O M> o l r-NN l .no o l �— I l o l �� l vv Nit I O 0 I O 0 I N 3 M Y � Y N Y— I I Y— Y � m N m N m y TO SCALE 155MBH 4420MBH 600MBH 2Y2° GAS SERVICE GAS COCK AT 2PSI DELIVERY, 6709MBH FROM (TYPICAL) GAS METER. 1ST FLOOF GAS PIPING DIAGRAM BUILDING 100/200 DIAGRAMMATIC �1 a -iii e ® e u N N T e Z ` s 0' Y Y .. Y j i g s Lu jas 1� uZ7�rr�3 V) D z m J 0 IV z LLJ >- 0 >: 0� 0 c N O Z O� Q CV in O Q Z J le 600 0� 2 V) o U� N �C E <2 O J E PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P5.01 OF: J L_ L F •1► •• TIT I 1 1 1 1 / el I t iw 1 a LONGITUDINAL BRACING FOR PIPES NOT TO SCALE CONCRETE STEEL SLEEVE PER SPEC. WALL PIPE --- -,__'_ - -- BACKER 1 RODS SEALANT PER SPEC. PACK W /FIBERGLASS NOTES INSULATION. 1. PIPING INSULATION SHALL BE TIGHT AGAINST WALL, PROVIDE WEATHERPROOF SEALANT AT THIS POINT. 2. PIPING THROUGH CONCRETE WALL QUANTITIES AND SIZES PER PLANS. PIPE THROUGH CONCRETE WALL PENETRATION DETAIL NOT TO SCALE TRUSS 1/8° THICK FLAT WASHER DOUBLE NUT -\ THICK RUN -OUT PIPING TABLE GPM RANGE CIO 0.1 -►1.3 1/2- 1.4 - 3.4 3/4" N. 1" 7.112.9 1 1/4- — •11 21 —44 2° N L 11 - - -- TROWEL SMOOTH & EDGE. —4-BAND BELOW GRADE 1•�1 _ -__ WASTE PIPE COUPLING, 9 . 1. 1/8 C.I. BEND 1/8 CAST IRON (C.I.) [BEND 11 u ;iry� =1i� I BALANCE OF PIPING � I •jV TO GRADE. t� LLJ C.I. WASTE LINE TYPICAL BELOW GRADE LENGTH TO SUIT. WASTE PIPE COUPLING, MISSION OR APPROVED •1/ 1 1 a RUN -OUT PIPING TABLE GPM RANGE SIZE 0.1 -►1.3 1/2- 1.4 - 3.4 3/4" 3.5 -7.0 1" 7.112.9 1 1/4- 13 -r20 1 1/2° 21 —44 2° 3/8 "0 GALVANIZED THREADED SUPPORT ROD, SUPPORT FROM BUILDING STRUCTURE (TYPICAL). PIPING PER PLANS (TYPICAL). PIPING INSULATION, PER SPECIFICATIONS (TYPICAL). 1 UNISTRUT GALVANIZED SHEETMETAL SADDLE PER SPECIFICATIONS BETWEEN INSULATION AND UNISTRUT, TYPICAL ALL LOCATIONS. GALVANIZED NUT AND LOCKING WASHER. PIPE SUPPORT DETAIL NOT TO SCALE — RUN -OUT PIPING 3 -WAY CONTROL VALVE (TYP) HYDRONIC COIL FLOW CONTROL VALVE (TYP.) r -- - - -� - -- - - -- 0 0 HOSE KR (TYP. AIR BALL VALVE -- 1 - FLOW (TYP.) i STRAINER (TYP.) FLEXIBLE PIPE (TYP.) UNION (TYP.) NOTES 1. SIZES SHALL BE AS LISTED EXCEPT WHERE CALLED OUT DIFFERENT ON PLANS. 2. ALL DEVICES SHALL BE ACCESSIBLE FROM PLATFORM OR CATWALK. 3. CONNECT SUPPLY AND RETURN TO THE COIL'S INDICATED INLET AND OUTLET. 4. HEATING CONTROL VALVE SHALL FAIL TO POSITION PROVIDING FULL FLOW THROUGH COIL. COOLING CONTROL VALVE SHALL FAIL TO FULLY CLOSED POSITION. CLEANOUT & ACCESS a COVER. TOP OF COVER BRASS CLEANOUT PLUG TO BE FLUSH W/TOP W /COUNTER SUNK HEAD. OF FIN. FLOOR. e FINISHED FLOOR FINISHED GRADE. P A R p p . p 6" p D N L 16 °SQUARE CONCRETE PAD - - -- TROWEL SMOOTH & EDGE. —4-BAND BELOW GRADE _ -__ WASTE PIPE COUPLING, 9 . MISSION OR EQUAL 1/8 C.I. BEND 1/8 CAST IRON (C.I.) [BEND Y u Y BALANCE OF PIPING � SAME AS CLEANOUT TO GRADE. L LLJ C.I. WASTE LINE TYPICAL BELOW GRADE LENGTH TO SUIT. WASTE PIPE COUPLING, MISSION OR APPROVED WASTE LINE. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. FLOOR CLEANOUT (FCO) CLEANOUT TO GRADE (SCO) CLEANOUT DETAILS DIAGRAMMATIC EXTEND PIPING AS -\ REQUIRED WHEN INSTALLED IN BRICK. STAINLESS STEEL WALL COVER & SCREW. — 12" OR AS NOTED — CAST IRON (C.I.) COVER. FINISHED GRADE OR PAVING.? LENGTH AS REM WATER WALL DEMONSTRATION TABLE RUN VENT AS HIGH AS POSSIBLE. CONTINUE VENT UNDER FLOOR TO WALL. THEN VENT PER PLANS. SLOPE DOWN i 1/ 1 2N LAB SINK L_ -J T ,Y} CABINET SPACE 1 1/2'V 1 1 rluicurn n nnr TYPICAL ISLAND SINK WASTE & VENT PIPING DIAGRAM DIAGRAMMATIC 8 "x18 "x4" THICK ONCRETE PAD. ADJUSTABLE C.I. VALVE BOX. r GATE VALVE TYPICAL VALVE BOX INSTALLATION DETAIL NOT TO SCALE MAY EXTEND AS A WASTE OR VENT. ABOVE GRADE WASTE AND VENT PIPE COUPLING TEE I °I � o 0 4 -BAND BELOW GRADE WASTE PIPE COUPLING, MISSION OR EQUAL 1/8 C.I. BEND BALANCE OF PIPING SAME AS CLEAN - OUT TO GRADE. WALL CLEANOUT DETAIL DIAGRAMMATIC REDUCED PRINCIPAL BACKFLOW PREVENTER TO BE LISTED ON THE STATE DEPARTMENT OF HEALTH, WATER PROGRAM. (TYPICAL OF 3) DOUBLE CHECH VALVE ASSEMBLY TO BE LISTED ON THE STATE DEPARTMENT OF HEALTH, WATER PROGRAM. FULL SIZE x 24 "L. AIR CHAMBER DRAIN VALVE EXISTING CW FROM SITE LOOP FLOOR DRAIN, C17C DCD DI .!IC SIZE PER PLANS TO BUILDING TO BUILDING WATER HEATER TO SCIENCE ROOMS TO SCIENCE ROOMS WATER HEATER FULL SIZE HEADER 2" MAIN TRUNK DRAIN PIPE SLEEVE PER\ SPECIFICATIONS BUILDING 300 DOMESTIC WATER HEADER DETAIL NOT TO SCALE ITRACTOR TO CORE 211_1_ OR KNOCKOUT HOLE IN FIELD KNOCKOUT TYPICAL I 1" DRAFT ^ o 1'-0" DETAIL 1 BOTH SIDES LOCKING FRAME &COVER 2" VENT PIPE MANHOLE RINGS, 2" VENT PIPE AIR & GAS TIGHT, 3 PLACES. ADJUST TO GRADE 3 PLACES I SURFACE LEVEL 6' -0" 2" VENT PIPE SEE ° DETAIL 1 INLET - - - - M 6' -3' Water Depth INSPECTION TEE TYPICAL —•� , ' p° TEE 0 al o I I 1 ®{ I co 00 I iD OUTLET GREASE INTERCEPTOR DETAIL DIAGRAMMATIC a qZ a •i q(4 N "„ 1 Lu Q 1s e 0 N L N N 'II Z 9 . 0' s Y u Y � 3 � L LLJ GROUT ALL AROUND SLOT BOTH SIDES LENGTH 3 LENGTH SECTION VIEW AA DESIGH CRITERIA: NOTES: UNIFORM PLUMBING CODE - APPENDIX H 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C = 4500 PSI NUMBER OF MEALS WASTE FLOW RETENTION STORAGE CAPACITY 2. REBAR: ASTM A -615 GRADE 60 PER PEAK HOURS x RATE x TIME x FACTOR __ IN GALLONS 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI- 318 -02 BUILDING CODE 265 6 2.5 1 3975 ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE 2/3 SIZE FT3 = 3975 X 2/3 = 2650 GALLONS (GAL) UTILITY STRUCTURES" 2650 GAL / 7.48 = 354.27 FT3 5. LOADS: H -20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO 6. FILL W/ CLEAN WATER PRIOR TO START -UP OF SYSTEM 1/3 SIZE FT3 = 3975 X 1/3 = 1325 GALLONS (GAL) 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES 1325 GAL / 7.48 = 177.14 FT3 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER 2/3 SIZE = 8.05' X 7.33' X 6.08' = 358.76FT 3 1/3 SIZE = 4.03' X 7.33' X 6.08' = 179.6FT3 GREASE INTERCEPTOR DETAIL DIAGRAMMATIC 11 11 J oi3 U.3 J Z m Z 0> IV > z� w>- 0 0c: O C,6 C N O Z t2 0� H F- Q CV Qo Z 0� = V) U>, E C= O J LL PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P5.02 OF: J a qZ a •i q(4 N "„ 1 Lu Q 1s e 0 N L N N Z 9 . 0' s Y u Y � 3 � L LLJ 11 11 J oi3 U.3 J Z m Z 0> IV > z� w>- 0 0c: O C,6 C N O Z t2 0� H F- Q CV Qo Z 0� = V) U>, E C= O J LL PROJECT: 23025 DRAWN: TT DATE: 13 FEB 2004 SHEET P5.02 OF: J I LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER LAMPS B1 LITHONIA (1)26 TRT F9 AFV- 26TRT- 6AR- 277 -GEB10 S B1X SAME AS B1 (1)26 TRT C = SHEET NUMBER WHERE DETAIL /SECTION IS DRAWN. WITH BATTERY PACK F10X B2 PEACHTREE (2)F13 DTT F106 PFFX- 713 -2- 277- EB -CAIF -ICE (2)CF40WT5 80 B3 LITHONIA (1)26 TRT AT THE LOCATION AND SPECIFIC FIXTURES CONTROLLED. LGFV- 26TRT- 7SB -T73 -277 P2 B4 LITHONIA (1)100W MH LGH100M9RWT73277 P3 C1 SPORTLITE (8)42 W LX8- T42- 35K- 25LEXCP- 22DL3P- 277 -4SL P4 C2 HOLPHANE (4)175 MH REQUIREMENTS TO ENGINEER IN WRITING. BL2H- 175MH- MT- J -11 -24 P5 D1 LIGHTECH (3) PL 38103 -SS D2 LITHONIA, "DARKROOM IN USE " / "DO NOT ENTER" INCLUDED LRP- W- I -R -DA- 120/277 -TM X2 El GARDCO (1)100W MH X3 WT- 10OMH- 277V -SC FLEXIBLE RACEWAY, PROVIDE GROUND CONDUCTORS PER NEC. E2 HYDREL (1)50W INC. 6 4516M5012MS181HLBL E3 GAROCO (1)175W MH A -1,3 ADJACENT TO ARROW INDICATES HOMERUN OF CONDUCTORS IN MT- VD- 175MH- 277V -SC F1 LITHONIA (3)F32T8 [DJ 2PM3- G- 8- 3- 32- 18 -LD- 277 -GEB10 (1)25OW HPS 290 F1X SAME AS F1 (3)F32T8 WITH BATTERY PACK ® FIB LITHONIA (3)F32T8 2PM3- G- B- 3- 17 -9 -LD- 277 -GEB10 EMERGENCY FLOODLIGHT WITH BATTERY. F2 LITHONIA (2)F32T8 C -2 -32- 277- GE810 -WGS F2HD LITHONIA (2)F32T8 FLUORESCENT LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. AFST -2 -32- 277 -GEB10 TELEPHONE TERMINAL BOARD. 4'x8'x3/4° EXTERIOR GRADE, THREE HOUR F3 PEERLESS (2)F32T8 PRM3- 2- 32- FT- R12- 277 -GEB (1)250W HPS 290 F4 LITHONIA (2)F32T8 VRT- F- 2- 32 -VL- 277 -GEB10 F4X SAME AS F4 (2)F32T8 WITH BATTERY PACK FLUORESCENT LIGHT FIXTURE, WALL MOUNTED. F5 PEERLESS (3)F32T8 H —i ENM4- 3- 32 -R12- 277 -GEB - F6 LITHONIA CHAIN HUNG FROM CEILING. 2SP8- F- 3- 32 -Al2- 277 -GES10 4 SQUARE BOX WITH 3/4" CONDUIT AND PULL STRING TO ACCESSIBLE CEILING F7 LITHONIA (3)F32T8 2AVG -3 -32- MDR - 277 -GEB10 (1)70W MH 90 F7X SAME AS F7 (3)F32T8 SUPPLIER PRIOR TO ROUGH -IN. W = WALL MOUNTED AT +50" AFF. WITH BATTERY PACK Q F72 LITHONIA (2)F32T8 (2)18WTT 36 2AVG232MDR277GE610 F7F LITHONIA (2)F32T8 Al 2AV- G -2 -32- MDR - 277- GEB10 -DGA 1 WATTS 36 36 30 36 120 301 760 15 3 120 50 190 88 88 88 58 71 58 58 58 88 88 88 88 58 58 TYPE MANUFACTURER F8 LITHONIA 2PM3- G- B- 2CF40 -12- 277- LD -GEB10 F9 LITHONIA S PM3- G- B- 2- 32 -6 -LD- 277 -GEB10 F10 LITHONIA C = SHEET NUMBER WHERE DETAIL /SECTION IS DRAWN. 2PM3- G- B- 2- 32- 12 -LD- 277 -GEB10 F10X SAME AS F10 ©_ WITH BATTERY PACK F106 LITHONIA (2)CF40WT5 80 2PM3- G- B- 2- 17 -6 -LD- 277 -GEB10 P1 LITHONIA AT THE LOCATION AND SPECIFIC FIXTURES CONTROLLED. KAD 250S -R3 -TB P2 LITHONIA (2)KAD 2505 -R3 -TB SEE POLE DETAIL P3 LITHONIA AUTOMATIC /MANUAL BI -LEVEL OCCUPANCY SENSOR AND SINGLE POLE KAD 2505 -R4 -TB SEE POLE DETAIL P4 LITHONIA 2 KAD 2505 -R4 -TB REQUIREMENTS TO ENGINEER IN WRITING. E POLE DETAIL P5 AAL SP2DBLGLA70MH -CC -CC PL CANLET GFWF18H1PPC X1 LITHONIA LE— S- 1— G— ELN- 120/277 —ELN X2 SAME AS X1 WITH DUAL FACE X3 LITHONIA FLEXIBLE RACEWAY, PROVIDE GROUND CONDUCTORS PER NEC. ELM4 N W1 WALL SCONCE 6 TO BE DECIDED W= WEDGED HOUSING AIMED STRAIGHT DOW V =3 -8mm VERIFOCAL LENSE KEY PLAN: r--i L - - -j L_J i : 300 400 100/ 500 200 S ! E W N ELECTRICAL SYMBOLS LEGEND e DETAIL /SECTION IDENTIFICATION: A = DETAIL /SECTION LETTER, S LIGHT SWITCH TOGGLE TYPE, SINGLE POLE, SUBSCRIPTS; LAMPS WATTS 'm C = SHEET NUMBER WHERE DETAIL /SECTION IS DRAWN. 3 = THREE WAY, 4 = FOUR WAY, D = DIMMER CONTROL, K KEY OPERATED, b, c, ETC = NUMBER OF SWITCHES ©_ u = a, (2)CF40WT5 80 ® EQUIPMENT CONNECTION CALLOUT. A,B EQUAL EQUIPMENT IDENTIFICATION AT THE LOCATION AND SPECIFIC FIXTURES CONTROLLED. r ON MECHANICAL OR KITCHEN EQUIPMENT CONNECTION SCHEDULES. MOUNT AT 42 INCHES AFF. z VERIFY EXACT EQUIPMENT REQUIREMENTS ON SHOP DRAWING EQUIPMENT DO NO ROUGH --IN FOR EQUIPMENT Sy AUTOMATIC /MANUAL BI -LEVEL OCCUPANCY SENSOR AND SINGLE POLE (2)F32T8 58 SUBMITTALS PRIOR TO ROUGH -IN. PRIOR TO REVIEW OF SUBMITTALS. REPORT ANY DIFFERENCES IN d TOGGLE SWITCH. WATT STOPPER WI- 277V- 12- ASP112. REQUIREMENTS TO ENGINEER IN WRITING. gv LOW VOLTAGE LIGHT DESPARD ROCKER SWITCH WITH LED LIGHT. SUBSCRIPT (2)F32T8 58 CONDUIT CONCEALED. HASH MARKS INDICATE NUMBER OF #12 ,L CONDUCTORS IN CODE SIZE CONDUIT. NO HASH MARKS INDICATES 6 (2)F32T8 58 2 -112 CONDUCTORS PLUS GROUND IN 3/4' CONDUIT, LONG HASH MARKS INDICATES NEUTRAL CONDUCTOR. 4' INDICATES GROUND CONDUCTOR. PANEL SCHEDULE). FLEXIBLE RACEWAY, PROVIDE GROUND CONDUCTORS PER NEC. ® UTOMATIC OCCUPANCY SENSOR DEVICE WITH (2)F32T8 58 6 POWER PACK (WATT — A -1,3 ADJACENT TO ARROW INDICATES HOMERUN OF CONDUCTORS IN CONDUIT FOR CIRCUITS 1 AND 3 TO PANELS INDICATED. [DJ DISCONNECT SWITCH. (1)25OW HPS 290 ® EXIT LIGHT WITH BATTERY, UNIVERSAL MOUNTING. [S]J FUSED DISCONNECT SWITCH WITH FUSES. EMERGENCY FLOODLIGHT WITH BATTERY. Sm MOTOR RATED TOGGLE SWITCH W /OVERLOAD HEATER(S), SIZE PER NEC (2)250W HPS 580 AND MANUFACTURERS REQUIREMENTS. O FLUORESCENT LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. T® TELEPHONE TERMINAL BOARD. 4'x8'x3/4° EXTERIOR GRADE, THREE HOUR FLUORESCENT LIGHT FIXTURE, RECESS MOUNTED IN CEILING. FIRE RESISTANT TREATED PLYWOOD. (1)250W HPS 290 FLUORESCENT LIGHT FIXTURE, WITH EMERGENCY BATTERY PACK. 4 SQUARE BOX WITH 3/4° CONDUIT AND PULL STRING TO ACCESSIBLE CEILING C:;:D FLUORESCENT LIGHT FIXTURE, WALL MOUNTED. SPACE. (2)25OW HPS 580 H —i INDUSTRIAL TYPE FLUORESCENT STRIP LIGHT. SURFACE MOUNTED OR - FLUSH MOUNTED TELEPHONE ONLY OUTLET, MOUNTED AT 18" AFF. PROVIDE CHAIN HUNG FROM CEILING. 4 SQUARE BOX WITH 3/4" CONDUIT AND PULL STRING TO ACCESSIBLE CEILING SPACE. P = PUBLIC TELEPHONE. VERIFY MOUNTING HEIGHT WITH EQUIPMENT (1)70W MH 90 O FLUORESCENT LIGHT FIXTURE. SUPPLIER PRIOR TO ROUGH -IN. W = WALL MOUNTED AT +50" AFF. Q JUNCTION BOX. TRANSFORMER. SIZE AND TYPE AS NOTED. PROVIDE GROUNDING AS (2)18WTT 36 REQUIRED BY NEC. Al LIGHT FIXTURE TYPE. Al = SPECIFIC LIGHTING FIXTURE REFERENCED 1 ON LIGHTING FIXTURE SCHEDULE. = GROUND PER NEC INCLUDED 3 ® PHOTOCELL, MOUNT ON ROOF FACING NORTH. 01] MANUAL FIRE ALARM PULL STATION. WALL MOUNT AT 42 INCHES AFF. INCLUDED 3 G POWER PANEL 480/277 VOLT, 3 PH, 4 WIRE. xx FIRE ALARM HORN /ADA STROBE. WALL MOUNT AT 80 INCHES AFF. 6 POWER PANEL 208/120 VOLT, 3 PH, 4 WIRE. SUBSCRIPT INDICATES CANDELA LEVEL. INCLUDED 3 DUPLEX RECEPTACLE 20A, 125 VOLT WALL MOUNTED AT 18 INCHES xx [� FIRE ALARM MINI HORN /ADA STROBE, WALL MOUNT AT 80 INCHES AFF. AFF. G = GROUND FAULT INTERRUPTING. SUBSCRIPT INDICATES CANDELA LEVEL. DUPLEX RECEPTACLE 20A, 125 VOLT WALL MOUNTED HORIZONTALLY 2" FA FIRE ALARM CONTROL PANEL AND ANNUNCIATOR ABOVE COUNTERTOP BACKSPLASH TO THE BOTTOM OF THE RECEPTACLE COVERPLATE. RF REMOTE FIRE ALARM ANNUNCIATOR. FOURPLEX RECEPTACLE 20A, 125 VOLT, WALL MOUNTED AT 18 INCHES Os SMOKE DETECTOR AFF. Q HEAT DETECTOR DUPLEX RECEPTACLE 20A, 125 VOLT MOUNTED IN FLUSH FLOOR BOX WITH CARPET FLANGE. ® DUCT SMOKE DETECTOR — L/T — LADDER TRAY, 4 "H x 18 "W WITH 9" RUNG SPACING. SEE SPECIFICATIONS. ® WATER SPRINKLER SYSTEM FLOW SWITCH. DROP OUTS, TS, AND CONNECTIONS ARE NOT SHOWN. CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS, SECTIONS, © WATER SPRINKLER SYSTEM TAMPER SWITCH. AND ELEVATIONS TO PROVIDE ALL DROP OUTS, T'S AND CONNECTIONS FOR A COMPLETE LADDER TRAY INSTALLATION. ® TRANSIENT VOLTAGE SURGE SUPPRESSION. SEE SPECIFICATIONS FOR REQUIREMENTS. ® SPECIAL RECEPTACLE. AMPERAGE AND VOLTAGE AS SHOWN. WP WEATHERPROOF ® DRYER ® INTERCOM SYSTEM CALL SWITCH ® CONNECTION. PER AND MANUFACTURERS ® INTERCOM SYSTEM VOLUME CONTROL NEC RECOMMENDATIONS. ® INTERCOM SPEAKER, CEILING MOUNT. DOOR CONTACT 6" IN FROM STRIKE. O INDUSTRIAL SPEAKER STANDARD PASSIVE INFRARED DETECTOR, WALL MOUNTED 6" BELOW CEILING. M OF RACK LOCATION 360 DEGREE PIR, CEILING MOUNTED. © TELEVISION OUTLET AND RECEPTACLE ADJACENT TO TELEVISION, ® KEYPAD, MOUNT AT 42" AFF. MOUNT AT 84" AFF ® CARD READER, MOUNT AT 42" AFF. v0 VIDEO OUTLET AND RECEPTACLE ADJACENT TO VIDEO OUTLET, MOUNT AT 84" AFF © ELECTRIC STRIKE BY DOOR HARDWARE SUPPLIER. SECURITY SYSTEM MOTION DETECTOR, WALL MOUNTED 6" BELOW CEILING. 15" ANOLOG CLOCK WITH WIRE GUARD ® AUXILIARY INPUT lzao COMBINATION DIGITAL CLOCK /INTERCOM SPEAKER WITH CALL IN SWITCH, VP VANDAL PROOF SEE DETAIL. HO HIGH OUTPUT ® ANALOG CLOCK /SPEAKER 7 INTERCOM HORN COMBINATION ANALOG CLOCK /INTERCOM SPEAKER "C SOUND SYSTEM SPEAKER. PROVIDE 3/4 BACK TO SOUND 12:00 CLOCK (DIGITAL) SYSTEM LOCATION. x SECURITY CAMERA. SUBSCRIPTS; PTZ =PAN TILT ZOOM, W Q MICROPHONE OUTLET W= WEDGED HOUSING AIMED STRAIGHT DOW V =3 -8mm VERIFOCAL LENSE KEY PLAN: r--i L - - -j L_J i : 300 400 100/ 500 200 S ! E W N HULTZ gw BHU- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general @hultzbhucross.com Job Number: 0 3-111 BUILDING DEPARTMENT 04 %NOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: Ib JAN 2004 SHEET E0.0 NN _ - luui G O 'm O G E ©_ u pppp y n� r z ° 0 6 d A II a ,L 6 HULTZ gw BHU- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general @hultzbhucross.com Job Number: 0 3-111 BUILDING DEPARTMENT 04 %NOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: Ib JAN 2004 SHEET E0.0 NN 0 ,'- If !I �,I i t P II ill II I!I n Milli � I II I t11' �11111�!I I I II -- i- 1 P1 I I II I - V " I ' I Pi P1`� _ a 4 P4 - PRIMARY � i � i � ✓% 1A V LT-111 v j. PRIMARY p2a \ \p?' o ii 1 , t X11 ,,.�_ / y ��. � P2 � A,��'�,✓ '�� p �� NEW UTILITYc_ POLE ■ sM 3 ear,sb,.. a.mnld�..e,a KAV - iS- f�,[aaiIDICG v... IRf<JRR. x S'n Qt b. ei. -.I a �- '� —± I i "_� _. I -_ I__I 1 � � II A( � I ✓. I t � 4 .L....i i TIN C. ®EXISTING T MULDMiO ! — — I" G EXISTING TRANSFORMER T -2T t,a SULDMIO 300 i �/' «'u_'✓ (E) TRANSFORMER ELECTRICAL BOOM T -3 SEE SHEET E&a r G 1 '✓ L ' G r y I (D PRIMARY PRIMARY I ��' l+'- VAULT V3 � I � I I ,i di 1110,11 C . i 1 )NS r• COMMUNICATIONS VAULT C3 i P4 i (E) PRIMARY VAULT V4 SEE SHEV E&S P3 1 C WE ELECTRICAL NOTES CONTRACTOR SHALL INTERCEPT EXISTING CONDUITS, REMOVE CONDUCTORS, PROVIDE NEW CONDUITS AND ROUTE INTO NEW COMMUNICATIONS VAULT. THERE ARE (5)2nC, AND ONE 1- 1 /4nC. CONTRACTOR SHALL INTERCEPT EXISTING CONDUITS, REMOVE Q CONDUCTORS, PROVIDE NEW CONDUITS, EXTEND AND ROUTE INTO NEW w o COMMUNICATIONS VAULT C1. GENERAL NOTESi 1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION Z AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL - - - - - VERIFY ALL UTILITIES LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555, A MINIMUM L OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE V H THE UTILITIES HAVE BEEN LOCATED. OE n� UN O C N O Zn 0 N D P::— -C 6 C`1 yyy � I i WE ELECTRICAL NOTES ELECTRICAL SITE PLAN SCALE:1-= 50SCALE:1 50' -0" N KEY PLAN: r- -1 I I A r- - -� li I I 400 500 100/ 200 E W N CONTRACTOR SHALL INTERCEPT EXISTING CONDUITS, REMOVE CONDUCTORS, PROVIDE NEW CONDUITS AND ROUTE INTO NEW COMMUNICATIONS VAULT. THERE ARE (5)2nC, AND ONE 1- 1 /4nC. CONTRACTOR SHALL INTERCEPT EXISTING CONDUITS, REMOVE Q CONDUCTORS, PROVIDE NEW CONDUITS, EXTEND AND ROUTE INTO NEW w o COMMUNICATIONS VAULT C1. GENERAL NOTESi 1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION Z AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL - - - - - VERIFY ALL UTILITIES LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555, A MINIMUM L OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE V H THE UTILITIES HAVE BEEN LOCATED. ELECTRICAL SITE PLAN SCALE:1-= 50SCALE:1 50' -0" N KEY PLAN: r- -1 I I A r- - -� li I I 400 500 100/ 200 E W N 1' _0 H— Q � w o m � o Z E ® L E V H OE n� UN O C N O Zn 0 N D P::— -C 6 C`1 yyy � Y J O 6 = V qp V a O N O to 3 sm � t v N 1.R gL 6 E 1' PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ 97 btl U+- 1, ROSS SHEET consulting engineers, W inc. E1.1 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general @hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT OF: _0 H— Q Q3 I_V Z E LL >• OE O C N O Zn 0 N D P::— -C C`1 Q Z J O H O O O to U N 'c E C� 0 2 E LU �oRE d. 03 -111 N 9p 9398 C4• FfsONAl0.E�G� 1 -i3•aW aRMNOVEMBER 26, 2004 AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ 97 btl U+- 1, ROSS SHEET consulting engineers, W inc. E1.1 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general @hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT OF: r I ' CONTINUED SHEET E1.1 PSE MOUP PSE1 POLE PER REQL METE GRAS (E) PADMOUNT TRANSFORMER T -2 750 KVA, 12.47KV: 480Y/277V, 3PH, 4W /—NEW EXISTING PUGET LEGENDi PSE = PUGET SOUND ENERGY P = PRIMARY TFMR CIRCUIT NUMBER CONDUIT CONDUCTORS EACH CONDUIT FROM TO REMARKS NO. SIZE TYPE NO. SIZE TYPE PSE1 1 1 PVC — — — POLE MOUNTED CT r PRIMARY • Z6 q METER + PSE2 2 4 PVC — — — POLE PRIMARY DISCONNECT Y + $ § 5 = � u pnI ui 6 P1 1 4 PVC 3 1 0 15KV PRIMARY DISCONNECT PRIMARY VAULT V1 1 1 0 600V P2 1 4 PVC I PRIMARY DISCONNECT PRIMARY VAULT V1 P3 1 4 PVC 3 1 To 15KV PRIMARY VAULT V1 PRIMARY VAULT V2 1 1/0 600V P4 1 4 PVC — — — PRIMARY VAULT V1 PRIMARY VAULT V2 P5 1 4 PVC 3 1 0 15KV PRIMARY VAULT V2 PRIMARY VAULT V3 1 1 0 600V P6 1 4 PVC — — — PRIMARY VAULT V2 PRIMARY VAULT V3 P7 1 4 PVC 3 1 0 15KV PRIMARY VAULT V3 PRIMARY VAULT V4 3 1 1/0 600V PS 1 4 PVC — — I PRIMARY VAULT V3 PRIMARY VAULT V4 a P9 1 4 PVC 3 1 0 15KV PRIMARY VAULT V1 PRIMARY VAULT V5 1 1 0 600V P10 1 4 PVC — — — PRIMARY VAULT V1 PRIMARY VAULT V5 P11 1 4 PVC 3 1 0 15KV PRIMARY VAULT V2 PADMOUNT TFMR T -2 + 1 1/0 600V P12 1 4 PVC — — — PRIMARY VAULT V2 PADMOUNT TFMR T -2 2 P13 1 4 PVC 3 1 0 15KV PRIMARY VAULT V3 PADMOUNT TFMR T -3 4 1 1 0 600V P14 1 4 PVC — I PRIMARY VAULT V3 PADMOUNT TFMR T -3 2 P15 1 4 PVC 3 170- 15KV PADMOUNT TFMR T -4 4 1 1/0 600V PRIMARY VAULT V4 P16 1 4 PVC — — — PRIMARY VAULT V4 PADMOUNT TFMR T -4 2 P17 1 4 PVC =1 15KV PRIMARY VAULT V5 PADMOUNT TFMR T -5 1 1 0 600V P18 1 1 4 PVC — — — PRIMARY VAULT V5 PADMOUNT TFMR T -5 2 LEGENDi PSE = PUGET SOUND ENERGY P = PRIMARY TFMR = TRANSFORMER (N) = NEW (E) = EXISTING NOTES (D CONTRACTOR SHALL PROVIDE TRENCHING PER PSE REQUIREMENTS. CONDUITS BY PSE. ® STUB THE CONDUIT INTO TRANSFORMER TO ALLOW FUTURE PRIMARY FEEDER. O CONTRACTOR SHALL REMOVE EXISTING FEEDER TO VAULT AND PROVIDE NEW FEEDER. CONTRACTOR SHALL MORTAR VAULT TO RESEAL. OO TRANSFORMER IS EXISTING. CONTRACTOR SHALL REMOVE EXISTING FEEDER AND PROVIDE NEW FEEDER TO RECONNECT. (E) PADMOUNT TRANSFORMER T -2 750 KVA, 12.47KV: 480Y/277V, 3PH, 4W (E) PADMOUNT TRANSFORMER T -3 750 KVA, 12.47KV: 480Y/277V, 3PH, 4W 7 7 VAULT V5 VAULT V4 PRIMARY RISER DIAGRAM NITS (E) PADMOUNT TRANSFORMER T -4 300 KVA, 12.47KV: 480Y/277V, 3PH, 4W C KEY PLAN : r - -1 I I r __ I A`, g` LJ I r -- LJ I 3D0 I 500 100/ 200 5 E W N Z O 1= .4 Q3 IV Z � N W > O� O C Z � O� DC Q Z J L 0 O N U� N C E = O E W 75 - 111 HULTZ gr BHU+- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT 04 ws:NOJEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2(104 SHEET E1.2 �IM ILU o o E ® U UH y r • Z6 q Y Y $ § 5 = � u pnI ui 6 Z O 1= .4 Q3 IV Z � N W > O� O C Z � O� DC Q Z J L 0 O N U� N C E = O E W 75 - 111 HULTZ gr BHU+- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT 04 ws:NOJEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2(104 SHEET E1.2 �IM R I� 0 1@ GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. KEY PLAN: r - -, -, A . r -- `- - -� L_, 300 14 500 E W N Z 0 F- Q Q3 tV z E � N LLJ r O� O �� N O Z* OL �7-� D C' Q Z J N 0° O -r- = rn U C� E = o E LU HULTZ ,w BHU-- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT amrs:NOVEMBER 26, 2004 AGENCYJCONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E2.0 OE: Q. z O P V H T • p 6 ® a y y V U y Y r L 4 Z 0 F- Q Q3 tV z E � N LLJ r O� O �� N O Z* OL �7-� D C' Q Z J N 0° O -r- = rn U C� E = o E LU HULTZ ,w BHU-- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT amrs:NOVEMBER 26, 2004 AGENCYJCONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E2.0 OE: Q. SEE SHEET ELL DAYLIMHTINM � Al i \ \ STAIRWAY V i / Iro �a N GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM/DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. AND A9.11 FOR HERMITS. TYPICAL. N.CT PLAN : Z =0 _ y o ®° L y (� �J/ N z a ©d y( U Y 9 LuV` U Ulu Z O F— Q Q3 IV Z E � O LU >- Q _� O C N O Z "- Q � CV Q Z J ti O° O = to U >� �C C� E = o E W t1ULTZ er JJH U -I- (. ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT us:NOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 20D4 SHEET E2.1 OF: 4kY� / GENERAL NOTESi �r 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, \ _ CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN / THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, ` LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM/DATA, AUDIO ViSUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. E3,\ E 3`� 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING 3 `r COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED %4q PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SEE PARTIAL THEATRE SECTION 15317.7. DRAWINGS SHEET E2.11 w 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF ti • f�'' DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL �`:> PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL ' 9B PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. p' 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT E3 FIXTURE LOCATIONS. r �.1x *�� W <� , i � � � �� > ✓`�> ='�� \. -° ( is �, ', , li B� AugrORAIM y , ., v 1 fA,� �\ x 9 ' '� l,k., / F"j �' +'-S '/ �,' i? ♦ ''' E3 ,� '' xert,r' yW SaN ,.; y'� r' yS a rf ; SEE AS.10 AND AS.11 FOR MOUNTING HEIGHTS. TYPICAL. Out a,`'� \�\ c` :.,f 'f °l J'` "y /-I t'�3 {cam v 'Vf' i' Sh '° ,/�•',) "i '� ""�. ` E3 G 61 CARE FK ws „ , r • 4 1 uaioa Fio, �.{ 193 WT p 7 �y + # G' B 10 X F1 q VD BiX Bt F eors FIB n Idd mF4 10 F1 E3 1X �, r Fi �. • B1X 1 x1,.' �, A i • F4�/ e 9i5EA1tILE ~'^Y, __.. iw; Q`F1X 142 W Y 1 m` r`= T3•: <`v 'SA&S , STAGE r, 3: :. , a '•.:^ \ 8, *.O ` 1as e a.\ 10X,' FY' e7 scB1ERr t; -'r;, �j e / WY^ Bl F4 i t � f I ,., PRACTICE I a ..In. lo, , ?\ e , Bi < t31X'` F1 Af 'FT •. `' SA Ao5 f1' e d X1 1✓ a'e ;e crag /� F10X 0 - .lee ' flu Xt� DAYLI TWO ZONE, e f1 rt T F1 / ,d ORICE"r w� Bi,' �,�:; SEE PARTIAL i e T AL KITCHEN o e F DRAWINGS SHEET E110 O � „ . F1 % 7a 4 � F10 K�� i ,. d B1 / `5X F11.n . '•,. ;../ ,,, , f , ,.. � v, ' � eon F4/ v � , ;7; x F10X ,- , / � , 3 x i /,- b !� .F 4 r. ,r BOYS , r: r 182 y 4A RA C y� ., � F1 i b4l i .r b IRL$ k'r b Q `" G lox r I81 ix, F8%, x1 w I 086T C.b C.IRIS pp WASNNG %�� '..r `a,^. '`' , <. ; ,x,; u x "�X1 ✓ 2 >: ORESSPJG F1 F2 C'r 1BD b F8X w ��"; � ,., 4r �•. y, '� I. oRCISiRA' sro F,� sroRAGE I t tG 1 1 s 1 �` 'ter }' b ve Ft x ICE K b F1 FT t 1 b ELECrecu � Ft In l 1 X COOLER/ i a ® A F10 F10 F1 F2 a- J b FIX 0 yi E4 F1 1 t a�. F} b F1 ' Rapid Start h P10' / I F2 - — - - - -- - — 8 N ,e:!s KEY PLAN t I r' r J B Li A i i I _J L J I I � I I L_J I E*] 1% 500 E W N v " -t3-o i Ixcs:NOVEMBER 26, 200 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ air BHU-�- CROSS 9NEET consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 381 E2w2 general @hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT OP. O y _N Z� p-U o W o 0 ®° OE u `�J N N •T (V 6 Q Z J O O-C N U� e E V L cj U L v " -t3-o i Ixcs:NOVEMBER 26, 200 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ air BHU-�- CROSS 9NEET consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 381 E2w2 general @hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT OP. O 3 _N Z� �) W 0 OE 0 N O (V Q Z J O O-C N U� e E V cj U L E v " -t3-o i Ixcs:NOVEMBER 26, 200 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ air BHU-�- CROSS 9NEET consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 381 E2w2 general @hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT OP. I I� GENERAL NOTES 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED "'" "" SPECIFICATIONS PER Inc. WASHINGTON STATE ENERGY CODE, 317.7. ' SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF QUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL IOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL CE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. ECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT CATIONS. 1 a111 d l/-"' KEY PLAN: - -, r A ti -, B L I I r - - -1 I L___j L-J i ; 300 500 S E W N HULTZ gr BHU-�- CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT use . im:NOVEMSER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E2.3 OF: AAAA N� LU e ®° s u 'QJ w •T z ® 6 y U u U I; � .yy pp pp pp use . im:NOVEMSER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E2.3 OF: Q ;I MAT NLH1E SEE SHEET E2.8 /i SVJRWAY V ® r / /1 rtil X ! II 1�I:rf '+fF �@ ra JI�1 111 J t _ p YL F X ` I 1 t F10 /�^'°.�. r:' 'c� /v J�3"'•_i�a. _ ' /l A Fi X4 ✓;�, v __ .,,, r:i t. �. _. -t /h }�r IJr/ n , Fl X 1` 0 1 Yhi 8 / r , i.> < i�t 411jS t C 4., I �I a �I u DAYUt#iTRIG ZONE, X TYMAL \. w \ / ' ' ' \Y AK "•, GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. ,n: s x 11,01 , O Y / er ".� f; \ f n - /�, ,,, � ' �. \ , ' r `J; . u/ ,`. -. I r / , / /< / /// a l ��.. � fOryii�'. 1 7 i it N, ��t,i II .11�' �'•. Ft ' -/ 1X \ �. ,,/ ...\,. / ',3i /: ?� / ,,, ✓,,.. 1 f .,.:rl.,i . _�.'. -r. ffrarv.+,1(:. 11 M1 Ir„I`I ,t f' '/1:tt Yl,h'1 A/ ' �` I l✓ i' ; 1i d n y dJ` 7 Ft X //� / // C , 4 / / / /l ., a h✓ °�.� / , / 1 t I'1 tai K' / n } G RE70M %� s Q iUr I r „ n t r h F8 `t ; i 2Yt / 7` 'F , utASSkoDAt .. ;/ i / F7 / C2 v T F 7 , q , i d: P,11 Fl ,r I ✓, y •i .Y �X ✓ '�'� /. J ` f1X , C�tr1'IIMI 7/ � / C f l !II j, 4. 0 1 r 1. ROOM ,. t ` / c4 C2 7' ( 'F2 7 r , hW' j V A " F �< ° 7X °t , ® C ~�. k �" 2 ^ � `F7 �l _ y F2 vroEO C2 Yt" FT)( F2�( ® F7 peogucnoN / Ig F 2X F2 C2 C2 ' r` — — — — - F2 F2 r.l F2X MECHANICAL C2 F2 F ail F2 / 'F2 i �F2 �T I F2 F2 ® ; LIGHTING FLOOR PLAN - 2nd FLOOR BUILDING 100/200,T SCALE: 1/8-=1'-O" F2 N IKEY PLAN: r - -i r_J I I j - -� I I r B A I I I r - -_ L_J 1 OM 1 JW � = a 0_ s g he Cull o o 0° 1 5 1 T • z q 0 6 4, u a m L 6 t t r I r I f t I� .a t I I I - 5 t i I .! E I t ,n: s x 11,01 , O Y / er ".� f; \ f n - /�, ,,, � ' �. \ , ' r `J; . u/ ,`. -. I r / , / /< / /// a l ��.. � fOryii�'. 1 7 i it N, ��t,i II .11�' �'•. Ft ' -/ 1X \ �. ,,/ ...\,. / ',3i /: ?� / ,,, ✓,,.. 1 f .,.:rl.,i . _�.'. -r. ffrarv.+,1(:. 11 M1 Ir„I`I ,t f' '/1:tt Yl,h'1 A/ ' �` I l✓ i' ; 1i d n y dJ` 7 Ft X //� / // C , 4 / / / /l ., a h✓ °�.� / , / 1 t I'1 tai K' / n } G RE70M %� s Q iUr I r „ n t r h F8 `t ; i 2Yt / 7` 'F , utASSkoDAt .. ;/ i / F7 / C2 v T F 7 , q , i d: P,11 Fl ,r I ✓, y •i .Y �X ✓ '�'� /. J ` f1X , C�tr1'IIMI 7/ � / C f l !II j, 4. 0 1 r 1. ROOM ,. t ` / c4 C2 7' ( 'F2 7 r , hW' j V A " F �< ° 7X °t , ® C ~�. k �" 2 ^ � `F7 �l _ y F2 vroEO C2 Yt" FT)( F2�( ® F7 peogucnoN / Ig F 2X F2 C2 C2 ' r` — — — — - F2 F2 r.l F2X MECHANICAL C2 F2 F ail F2 / 'F2 i �F2 �T I F2 F2 ® ; LIGHTING FLOOR PLAN - 2nd FLOOR BUILDING 100/200,T SCALE: 1/8-=1'-O" F2 N IKEY PLAN: r - -i r_J I I j - -� I I r B A I I I r - -_ L_J 1 OM 1 JW / _(3-a4 )EXPMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILTTY PROJECT: 03.111 DRAWN: DATE: 16 JAN 2004 HULTZ gr BHU-i-- C ROSS SHEET consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383.3283 E 2 x 4 genera[Chultzbhucross.com Job Number 03 -111 OF: BUILDING DEPARTMENT � = a 0_ s g Cull o o 0° T • z q 0 6 4, u a m L 6 t t / _(3-a4 )EXPMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILTTY PROJECT: 03.111 DRAWN: DATE: 16 JAN 2004 HULTZ gr BHU-i-- C ROSS SHEET consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383.3283 E 2 x 4 genera[Chultzbhucross.com Job Number 03 -111 OF: BUILDING DEPARTMENT ■ ■ GENERAL NOTES 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS F AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM/DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. \ 3 fC r _ _._ F3 L. ? El FACIx1Yt0uNCFJ xroRk AREA F1 , u- r e I Flk e -f� .- _... __.._. COMP ItAB -._. 1- I 173)I b F3 r, I F E1 L� I Ili i' I A8.10 AND A8.11 FOR VTRIG_MEIQNTS._TYPICAL._ E1 e t t _ t It IF I F1 F F1 _ t _ F C ..- C c E D Q — 1 WP r` "4 riC GrF1` r t t - ' FF—� FI--i + � r WP XT F1 F2HDX �- F2H X1 F2HD X F2HD E1 1 I - STAFF F F2HD __ F2h ::. , F2_ HD __ -F2HD i ORiCE F1 -�\ r•�l El F2HD F2H'X F2HD F2HD F---- I 1—i ' _:L _ - F1 FYX Xt d df dF1x - F2HD F2HD �4 / nKe9tl+ FIQX F2 F2HD F2Hp WY.' , , {d d r : F--- -V Jl A#D F2HD - Ft Tl �Ft. �FfEl? - y x' . °u!.. _..__._. �r �; ' !� ^ ' k r. +f'gq/ �,'` ,'.1`; �� f` y 'T H. 'F' J e- T 1- F10 F1 _� i v b Ft F1 /� I� F1 Ft 1 x-11 T �/ f2p{p F2H X F2HD F2HD �1 { t 4�� W c of _. _ -- sru� f 32J f ' OFFICE % - _ e _. F1 F ® FAH 324 Q _ , . -�F2 1 � ` F2 IOX o g F1 (�jF1 F1 X - }� - �F2 /� F2HD 2 2 y i b - - -' <_ F10X F2 - 'a '___ , -- � f2 3zl —� _ 0 ' I - F2 F2 E B1 81 a -2 O ` v H—H sr1 F1 F2HDX F2Fj F2HD F2HD Fl n I I v w ,. r ' .,. ;. 4X ': St r �'. <. _ woec � •_ ,, r I r 7, ' F2 I'; F4 F :- ,__.. _j, Ftb F1 � F2HD F2H eons... �� STORAGE 1 / le Fl �1 ° 3d 32D roRES - _ n i 310 X1 FH2 { 3o7 F2F X 1 Xl ' �FiX � r _ 1 E n+ Yyf r1 Il —ar' -� of fy F10X, 1 c i - C _ ROW RA _ GEGE -- - Fd F1 - - � X, u f * = F2 F4X 2 + F1 f, a �' ® c b I' rX1 ~� Xl T. GRD 3u _ X _ 3D 319,�TOLET F1 AR756CRAFI$ 312 " ..., ..» _ Bi 61 F w97 dFtiF1a_+�Fl -� ti IG Fl X X SS 7r -- F-1- �` fi r fv <r 4vi tzlFt �Ft r F2F- -I Fl OX FIX, �i a / �Ft�1 Ff3C �F1 -� I; 1e 318 i X1 _ _ ry `✓,°; / rr (� .� „�. ' it � � r j I-i F2 � y'b a 5 r , r G X`ti F1 F1 F A — ' 1 ,• A6N1K ,� ONE, V ,, a cussM d DAYLIKINNTRIa 2 d Roxu *. + a s i l jj 4 E1 TYP. i!.r I: 313 —rib Li a fli ' n � F1 L.I.IIIIIIIIIIIIJF1 e d ' '/ A1. F1 Fti4 1 r I E1 _i "' b � „b F1 z l d i :.iy ❑ ___.. p LIGHTING FLOOR PLAN - BUILDING 300 SCALE: 1 /8 ° =1' -0” ❑ °i o-- N - i i F E D m Rapid Start _.irt115 f` 2 3= =Pp� O I , E1s z s �e 1C, F1 � _�F1X F1 I I _ �F1W�SC2acEF1 F1 -� - �F1 i �F1X i F1 �Ft_ �0 f -0 0 a F1 X1 /1 / o E1 KEY PLAN: - -i I I q I LL r - -- /L�S/� Z tlI_e�j�(( 4_}�j�j( LUM1 n/ N P.i rf Q iFV1 NN o 0° L [� N �f N N T Zs 0 „ Y y U T Y �3 s Pine 3' I= �1 �c n.:�.'2- 13'o4- �NOVENBER 26, 2004 AGENCY /CONSTRUCTABIUIY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 WIT TT -P-7. 'PT--TT T � (' nf-%cc SHEET consulting engineers, Inc. ��.� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03-111 OF: BUILDING DEPARTMENT �c n.:�.'2- 13'o4- �NOVENBER 26, 2004 AGENCY /CONSTRUCTABIUIY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 WIT TT -P-7. 'PT--TT T � (' nf-%cc SHEET consulting engineers, Inc. ��.� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03-111 OF: BUILDING DEPARTMENT I I 1 GENERAL NOTESs 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. msFrc F_ : rsra rr !se 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. 1 SEE A3.10 AND A&11 FOR - -_ -- -_ -- _.INOUNTINSa -Hri a1iT_S. UCP_ICAL. DAYLI09TD10 ZONE, El it TYPICAL (Et v / T __ -. �• c d„ .. , , : t r'. ,.. ,, f m r ., 'may,. .;.:.- ,.,i. : X1. "Y 1 � � .'� � -_. ♦� _,. -T --> '. -,> , -. .. -. .-- /. ,:r, a_ .,,_ ... I Xl � I fiFFr,� ✓�� it /= fi .:I , ,� „', .,_' �� , r% r � , , , >,�,. Y l F4�r FIX 3�,, „/ , Ft F1 ,. '. .✓ ' X;:.; � F4 I 11 0 a F2 /�X '.Ft F1 1:X I y r. -y FACUQIiLWNGFI ,. .I a. v.,, '.�. /d. L .. .Y. ..,; ..- I ,..o,�Y�. l• v -.v -. _, _.i,l' .., ;.I 'Ri� i'f; f. � '' %' •,, l,x' :' _ Fix ,. -__: ,. - ”- _- waerAeEA -. e".[?. i, A'zk`. r ..e v ci' 1 - ',( a.: 4. '. I ® l` �. _ f -.— ._. .., _.I . ,_. r -tr -,. �., .. , a.� ___ "' .` ....> � r �3' - � �, x _Y:ry't.t / 4 , I /'.;, .., A,'; ,. „l / 1._./.c.<;, ,; ,4,< ♦.. i I .x I .F4X „L. ,'.' a I "ij ,. ,s „ ✓G „'..AS. -. -, ,pia •;. i _.., ,. -r -,r Yy' ". ,.�'... ' _ tf Fl / �. 'x , . _ -.. - -... i- "- .; -_._�_ _., ! <_r.._ r' _.jL.._ [Y F2 F2 �, , T F 3 : 1 . ,yl ,L, . ..., .,_ :: 11: ,51. d ,., ,. '; ._ -r, I a .. -;lw r _�v,... -a /. I ® ..�.,... :.,. -,.. .z' -'i ✓ �� - k -__i. .. �... � _., �I - _ -.a_ ., I � :[i:," / ✓' � LEI T - .. r .I C',,:.; .; =- I' AIEC.HANICAL y CLASSROOM : -.. Y.;i l -v '' ai A`I �.. -.. J�,rs4 .IT - -_ 4 - I II :n .e �_. -- yly "., �- __.., :,. .- �_.. -.. ..�� - _. 4 -_ __ WOMEN a c a" 1t— h '' Ft 11 <, F L F4N �__ ,. C. _ J ,! f� f d; F1 Fii'_ F1 _ Et' . I 0 ® ��', 1 f! I. IL �1L - =`I 0, ! ' „ ------ F1 F1 1�lF Ic- J 7 _ F2 F23 1 r' Far {�I��'1 r F4 %, F F] F1 F1 L ,7�- M i - 1 -_ II �'' .. x . .� -___. r a... `. _ _ -" _” -' i- �- - _.. .__ �+ _.I_''' ..'.i �, JAMTOR ''., ., +- t - J r __ _ * -_ v ._ `___- -_ '!_':__ ` -n h :J= ' _... . ! •__. v I , i'',',. _.. - i 1tERNG 1 U i i. k_ 'a ''.0 C _ c -_ - 33��1i x ..L :_ ' ® _ _ j r.. a' F, L, 4L, `a - f .f a a - C... F4 a ;j[ - �d j 1�� f F1X_�F1 =Fl. __QF1X �2 F2X ;_,� !�_-[ , - -0- �F1X_.�FtF1 I X1 - Lam 1 _.[._. F -X _;4. F4 _ m r Ft Fi_ 'X. . , -F1 F1 -. X' -__ �..r_.. _._. _ FU( _. I � .. �, Y Y Yi �' \ Xl F1QX �_ / - F1pX �' \_� cogRUOR F1Q _ t F10X i.- F70 , lOX Flt) —! F10X / �/:' 1 t E1 F1 -� _' 1 _ �F i- F10X' . r ® X1 -: V -- -� 10 �- - -�- -.- ! !" �!.. 1. ' i 12 i �i die..` '{ C ,-C r -f , I (_ _ -- ; - _ l ' V a- LIED Lamps Emergency (' II I M �F1_ f ii c x _ f c �o b a / , Fi_X .� I, Fl k �ft I M �F1_ f Ft`t F1 c x _ f c �o b a / , Fi_X .� Fl k �ft y Ft IL - i -; a FiX m� n 1 r_ "... nr•d —�r- a`I I " H STORAGE F2 STORAGE F2 sr-7 F2 F2 F _419D F2 F2X F2 ® F2X F2 ® F2X X1 F2 ® F2X X1 X1 ®$X1 _ a -1 u Y � El ,� Fl 1_,— Ft 'I__ t-,--q ft` . _ FIX ,- Ft .1 1k. X F1 I_ Me i V (D KEY PLAN r - -i A r - - -r I I I I L_J 500 100/ se 200 E W N xl Ir."..., , , •— r ..y . 4 4 _ f c �o b a / , Fi_X .� LU a y p Y Fri l IL r It ®° " H STORAGE F2 ne F2 F2 sr-7 F2 F2 ® F2X F2 ® F2X X1 ® X1 a u Y � U Me i V (D KEY PLAN r - -i A r - - -r I I I I L_J 500 100/ se 200 E W N HULTZ gr BHU-i- C Ross consulting engineers, Inc. 2407 North 31 at Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT 2 T mm:NOVEMBER 26, 20041 AGENCY /CONSTRUCTABIUTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E 2.6 OF: z0 4 4 LU a y p Y o ®° N H z6 ® a u Y � U Y LU u HULTZ gr BHU-i- C Ross consulting engineers, Inc. 2407 North 31 at Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT 2 T mm:NOVEMBER 26, 20041 AGENCY /CONSTRUCTABIUTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E 2.6 OF: ? ? T 7 v T GENERAL NOTESe t. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 1) roNTRerrnR gHAl I INCI IInF IN HIS BID LIGHTING CONTROL COMMISSIONING ?OVIDE THE OWNER A COMPLETE REPORT OF TS INDICATING ALL LIGHTING CONTROLS HAVE OPERATE IN ACCORDANCE WITH APPROVED :R THE WASHINGTON STATE ENERGY CODE, JWN IN EACH ROOM FOR CLARITY OF RAWN TO SCALE. MANUFACTURER SHALL 'ATING ACTUAL LOCATION FOR OPTIMAL JUFACTURERS SPECIFIC EQUIPMENT. > FOR ALL MOUNTING HEIGHTS AND EXACT KEY PLAN: r - -, I I r ti -J B `- -� A I I r---� t L_J I C I I L_J ING FLOOR PLAN - BUILDING 500 ® HULTZ ar BHU�CROSS =1' -0" consulting engineers, inc. N 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383-3283 general@huhzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT 4 wMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03.111 DRAWN: DATE: 16 JAN 2004 OW SHEET E2.7 OF: C �1 o ®° Ce�In U N •N Z ® „ y tr' U � � e ING FLOOR PLAN - BUILDING 500 ® HULTZ ar BHU�CROSS =1' -0" consulting engineers, inc. N 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383-3283 general@huhzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT 4 wMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03.111 DRAWN: DATE: 16 JAN 2004 OW SHEET E2.7 OF: I 77!77777 �.� 1 d� B31 <..`.} �•,i lid -1F�rl Ate, 515 pspG�'s , +VA1�Y S r sxow>rs `;; SHOWM C CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL �A ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN ° 93b' 331 „,_. F4,- V ;. -51 -.1 4 CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING y d� B31 83.1;- 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS pspG�'s v,1�da5 sxow>rs `;; SHOWM C CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN 93b' 331 „,_. 7 SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING y = - 1 MECXANCAL 1 I Xt F2X F2 B �� F2X F2 I—F2 2 SICTWX _ E1 1 521 T� �i F2.. xt 4 -7b' , F F FZ y � b -- I — - -� I I I I I I LIGHTING FLOOR PLAN - BUILDING 500 r nx •xc if',� .J.” SCALE: 1/8-=l'—O" ry Y �1 f (jj 'zxtm; c,y N GENERAL NOTES 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS II AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, C CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN X11' 7 SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING y COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED I PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, I SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF l DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. SEE SHEET E23 MATCH LINE fie Y L 1 NIX�k4Rl`GYM V �ItJ - 1_- TY pK �f- I L.. 1 k- 1 .f•n {. r4 1 i; ` J, = - 1 MECXANCAL 1 I Xt F2X F2 B �� F2X F2 I—F2 2 SICTWX _ E1 1 521 T� �i F2.. xt 4 -7b' , F F FZ y � b -- I — - -� I I I I I I LIGHTING FLOOR PLAN - BUILDING 500 r nx •xc if',� .J.” SCALE: 1/8-=l'—O" ry Y �1 f (jj 'zxtm; c,y N GENERAL NOTES 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, C CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING y COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED I PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, I SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF l DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. SEE SHEET E23 MATCH LINE fie Y L 1 V = - 1 MECXANCAL 1 I Xt F2X F2 B �� F2X F2 I—F2 2 SICTWX _ E1 1 521 T� �i F2.. xt 4 -7b' , F F FZ y � b -- I — - -� I I I I I I LIGHTING FLOOR PLAN - BUILDING 500 r nx •xc if',� .J.” SCALE: 1/8-=l'—O" ry Y �1 f (jj 'zxtm; c,y N KEY PLAN r - -1 I B I __ y r_ L A I 1 L___J I I I 1 LJ 100/ 200 S E W N �- DAYLIOHTWO ZONE, E2 ' Ty" _a_4 y C o ®� N Jl 3 ,✓ y I _ c I I KEY PLAN r - -1 I B I __ y r_ L A I 1 L___J I I I 1 LJ 100/ 200 S E W N 'll` ' _13 -01f re[s:NOVEMBER 2fi, 2004 AGENCY /CONSTRUCTABII.ITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 HULTZ or bri U -I- l: ROSS SHEET consulting engineers, Inc. ��■� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general@hubzbhucross.com Job Number: 03-111 OP: BUILDING DEPARTMENT z _a_4 y C o ®� N y Z O l w Y U 3 fie Y L 'll` ' _13 -01f re[s:NOVEMBER 2fi, 2004 AGENCY /CONSTRUCTABII.ITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 HULTZ or bri U -I- l: ROSS SHEET consulting engineers, Inc. ��■� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general@hubzbhucross.com Job Number: 03-111 OP: BUILDING DEPARTMENT LIGHTING FLOOR PLAN 121111 P iun ann . IIDDCQ 1 CVCI 0 0 hi GENERAL NOTESi 1, ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. KEY PLAN : I I r q J B L r - - -1 _J L_J I I E�C I I I I L_J 100/ 200 E W N z O �Q H3 zE w >- Uj o� O� o 06 <n o z" 0 Cq Qz° J y O° Or_ U� N 'c �E F o � E Uj MME!TMENNE '11 HULTz gr BHU- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general@huhzbhucross.wm Job Number: 03-111 BUILDING DEPARTMENT 14 wxs:NOVENBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 SHEET E2.9 OF: z a � N N ju o O° U e � N • Z6 p Od 0 ¶ Y a o 9E LU z O �Q H3 zE w >- Uj o� O� o 06 <n o z" 0 Cq Qz° J y O° Or_ U� N 'c �E F o � E Uj MME!TMENNE '11 HULTz gr BHU- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general@huhzbhucross.wm Job Number: 03-111 BUILDING DEPARTMENT 14 wxs:NOVENBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 SHEET E2.9 OF: F6,/ M F6 F6" F6 F2.,' �C ZONE, 10 GENERAL NOTE& 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. KEY PLAN: F-1 A � i r-' -I i i 300 i i_j 500 S E W N Z J _a N � o jib o ®° t N Q� Cp N • Z q ®; 6 6 u U t T u n pgp �,"" 6 Z O _N ZE W >- Q O= 0 0 </) 0 Z" O� 1--jS oCq Qz° J `^ O° OC t = rn U� U E 20 U E - 111 HULTZ ar BHU- C Ross consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT oµ NOVEMBER 26, 200 AGENCYICONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SNEU E2.10 OF: 1/8 - =1 NO M ON GENERAL NOTESt 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM/DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. ELECTRICAL NOTESi PRIVIDE CONNECTION TO ISLE LIGHTS THAT IS BUILT INTO AUDITORIUM SEATING. KEY PLAN : I� A L_J I 500 S E I W IQU N 11 11 Z 0 E— Q Q3 IV Z� � N LU r OE L O C N O ZN O� F5 Ci Qz° J N O° O� L = to N 'c C� E = o E LU �r - 111 HULTZ ar BHU-�- C Ross consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 38 3-3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT 0q, AGENCY /CONSTRUCTABI LITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET 2.11 OF: z rn it •N N i5 U o I� o ®° yyy qp N 0�J UH T z p ®� du u Y u R P-u 11 11 Z 0 E— Q Q3 IV Z� � N LU r OE L O C N O ZN O� F5 Ci Qz° J N O° O� L = to N 'c C� E = o E LU �r - 111 HULTZ ar BHU-�- C Ross consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 38 3-3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT 0q, AGENCY /CONSTRUCTABI LITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET 2.11 OF: SCALE: 1/8-=l'- R 'ACT YPICAL WATT rPICAL KEY PLAN 7 r A Li r-- `-- - -� 500 E W N HULTZ mp BHU - C Ross consulting engineers, inc. Z 0 1- Q Q3 F_V Z E � N W r 0C C O 06C to O Z * 0� H I5 CV Q Z J � 0° 0 O = to U, N 'C C� E = o --j E Lu 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT 111 1+ us:NOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E2.12 OF: it GENERAL NOTESi z a t 19 y 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL � N o DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, } o INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, o MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL 0 ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL N ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. T 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE Z OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS PER THE WASHINGTON STATE ENERGY CODE, SECTION 15317.7. 3. OCCUPANCY SENSORS ARE SHOWN IN EACH ROOM FOR i V .> CLARITY OF DEVICES REQUIRED BUT NOT DRAWN TO SCALE. A I o Y MANUFACTURER SHALL PROVIDE SHOP DRAWINGS INDICATING < _ ACTUAL LOCATION FOR OPTIMAL PERFORMANCE, BASED ON MANUFACTURERS SPECIFIC EQUIPMENT. 8 LJLA 4. SEE ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT FIXTURE LOCATIONS. " KEY PLAN 7 r A Li r-- `-- - -� 500 E W N HULTZ mp BHU - C Ross consulting engineers, inc. Z 0 1- Q Q3 F_V Z E � N W r 0C C O 06C to O Z * 0� H I5 CV Q Z J � 0° 0 O = to U, N 'C C� E = o --j E Lu 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT 111 1+ us:NOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E2.12 OF: I 1 SEE SNEET E&I \ 1 _1_— .r__._/ ( i� Li I I I J_1"�11 I �� i -- I WAITING 136 _ + CONFERENCE ROOM ,/ l -6' 137 � RECEPTION 'B- WAITING R" ,) _ f � I iWOR ROOM , — , r / _1 ASB jli �I 9 t - CONFERSJCE � � -��— � ! —� "lJ TREASURER L L_._.� �J IIIA ROOM J �Wp� ASSISTANT 726 r 1._I '"'I�5'� lI PRINCIPAL -M �- "F (I` CAREER CENTER qp 124 7 "T.. ii HALL j +! ` h]I HAL 134 1 Nun ASSISTANT �1 6 PRINCIPAL III' I 130i aid NOFF® 139 ✓• 127 LJ NALL SECRETARY I 123 HALL 140 i. Gt v WOMEN L � 132 E 129 l 142 1 131 �` n - 1 COUNSELOR ONSELOl, COUNSELOR COUNSELOR � 120 119 ATHLETIC DIRECTOR 130 G A WP ou9r shECUL , 143 �_/ �O)RK R00�y4 C A j I _ r M n -COMPU ON WHI (COWS) SPECIAL ED. CLASSROOM 48 ATTENDANCE IID I ASB 111 REGISTRAR ITINERANT ELEVATOR/ MACHINE 18 FACULTY LOUNGE 152 HALL rD�` N 44h�, FILES r— SEE PARTIAL PLAN -_ THIS SHEET NALL S1 0 a z ao> l FILES r— SEE PARTIAL PLAN -_ THIS SHEET NALL S1 0 a (EL 8) O ELEVATOR POWER PLAN 9 SCALE: 1 /41 =1 I 0 ( N KEY PLAN I I AB I I I___ __� I i t_j 300 '-13 -oS� �mRMNOVEMEIER 26, 2004 AGENCY /CONSTRU CTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHUt- C ROSS SHEET consulting engineers, W Inc. � .0 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT z ao> GENERAL NOTE& o 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS > $ AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED o TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, ® L CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, y LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR z TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR < SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. d Y yp $��J ® u i O p0 Y mY (EL 8) O ELEVATOR POWER PLAN 9 SCALE: 1 /41 =1 I 0 ( N KEY PLAN I I AB I I I___ __� I i t_j 300 '-13 -oS� �mRMNOVEMEIER 26, 2004 AGENCY /CONSTRU CTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHUt- C ROSS SHEET consulting engineers, W Inc. � .0 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT MEN] m r X' j /DEDICA ANE 2P3 21`4 / PERIODICALS 0/ i ///�HUT � w _ LIBRARY 102 A ✓ �S COMPUTER CLASSROAOOMMe ✓ ' HEAD El N r \ SECURITY'l CONNECTION V n k % i COMMONS /CAFETERIA / y- rl F 161 ti J <- v',, � v 1 /A L/ ( GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. 40 f 4 KEY PLAN: r - -, r✓ `i r-' B i i ____1 '-- --J ` -J i ' 300 400 500 S E W N z De LU U i Uq� Z L'S HEAD El N r \ SECURITY'l CONNECTION V n k % i COMMONS /CAFETERIA / y- rl F 161 ti J <- v',, � v 1 /A L/ ( GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. 40 f 4 KEY PLAN: r - -, r✓ `i r-' B i i ____1 '-- --J ` -J i ' 300 400 500 S E W N HULTZ go, BHU+- CROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT P* �AARMNOVEMIBER 26, 2004 AGENCY /CONSTRUCTA BILltt PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 NEW SHEET E3.1 OF: z De LU U Uq� Z L'S HULTZ go, BHU+- CROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT P* �AARMNOVEMIBER 26, 2004 AGENCY /CONSTRUCTA BILltt PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 NEW SHEET E3.1 OF: F I i ZONE LPANEL 4 r LOW VOLTAG LIGHTING CO FIRE ALARM PANEL / FIRE ALAR BATTERIE / PANELS PANEL 2D6 2P1,2P2 ELECTRICAL ROOM.(]) SCALE: 1/4"=l'—O" N SEE PARTIAL PLAN SHEET E9.10 L �I DISH INDIAN ED. 156 �ITNERANI 156A DBA OFHCE I55A ,` } VESTIBULE DER >OV r� j ' AUDITORIUM / 5 ' � v 195 I �� / STAI Y ♦ % 1961 JANITOR .✓ \ HALL \ _ 193 �\ '� /, r r;%v' _t . � 7 166 � V � ♦ A,2 \ HALL ENSEMBLE r GIRLS \- 192 MECHANICAL 55 PNL PNL ! / / \ CHOIR 168 PRACTKE t 171 01E 70 VESTIBULE 4 ` 115 +84" _4IORAGE 1 r iy i — \ 169 SiO STORAGE ' ,(� BAND d ORCHESTRA �EHC'. /•. 174 SCALE: 1/8 " =1 ME i / i HALL STORAGE � 178 n \ WP ELECTRICAL n / SEE PARTIIALPLAN THIS SHEET / —SEE PARTIAL PLAN SHEET 99.11 c` \. G STAIRS STAGE 187 y / i MAKE -UPROOM" l�1 <01 r GRIS cry Af ell SCENERY 186 / BOYS 1 182 1 BOYS 1 GENERAL NOTES 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. CP \ ch WP \ KEY PLAN I i r' A L_J I r--- 1 •'4 w:L' Z- 13-Oy. NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHLT - CROSS SHEET consulting engineers, W Inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT LU d o o ®° L ppp N • z q ®d r Y r n V U o r sm� •'4 w:L' Z- 13-Oy. NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHLT - CROSS SHEET consulting engineers, W Inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT I SIRE SHEET E8.4 I KATCHLnIE B I ' vc I I I � J J fa r uli L. 1 L__ l� 1 y CLASSROOM 221 -- CLASSROOM ' am I 1 l� L ✓ 1� I L�_ a n/ S J i COVE \.III 22y "" HALL 215A \u/ coil � L�� I� Y I ,<j� yr ��, � a �_1 GRAPHIC ARTS CLASSROOM I \ J 212 I.\ j \ -14JI WOMB) } \ 214�7f( G 1 \ % 34S 0 , C -_ SCIEN� 11 wu F 220 MATOR 218 (COWS) j, `- -1 CHOW _j mil CLASSROOM CLASSROOM 1 I~ C CLASSROOM Ij I' 1 - 22B _I ® 226 1 1 __ jr I}_:!1 L) I,C � � -LJ -� J k � J �!_..L _-I I +84" . 84 u IN STAIRWAY 219 i - -_ -I 215 11I 11 II \y _ I C) Liul o >'-I I o 0- BC --� _ � G `I N CaL Z DI 0 1 4 C'r CLASSROOM G C) C `✓ C �q v Y U � U LU G '1 wu F 220 MATOR 218 (COWS) j, `- -1 CHOW _j mil CLASSROOM CLASSROOM 1 I~ C CLASSROOM Ij I' 1 - 22B _I ® 226 1 1 __ jr I}_:!1 L) I,C � � -LJ -� J k � J �!_..L _-I I +84" . 84 u IN STAIRWAY 219 i - -_ -I ! 4� I� 11I 11 II \y _ I _ Liul o >'-I I o 0- BC --� _ � U N Z • Z q < CLASSROOM - - `✓ Y 2P7 WORK AREA CLASSROOM c CLASSROOM �L JI � II C-d1W Liul o o 0- BC --� _ � U N Z • Z q < ®d `✓ Y �q v Y U � U LU '1 ,1 LIP i r' re 71 � ? ; ' � (I D I 1 _d LT] LA-_]" 3 1 3; 13 y r , :�' 84 L I IL 'C (L �! Tai �. I_1 84 ,. � f 4 � �/ � S ,i n '1 ; I mm IN I LI GENERAL NOTES, 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. KEY PLAN r-i I I F - - -I 1 L_J I I 3W I I 1 L_J 400 500 E W N 2'A r NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUT4 PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ dw IJri U i- l., ROSS SHEET consulting engineers, Inc. ■ 2407 North 31st Street Tacoma, WA 98407 33283 Phone: (2531383 -3257 Fax: 12531 38 general @huttzbhucmn.com Job Number: 03-111 OF: BUILDING DEPARTMENT c y Liul o o 0- N U N Z • Z q < ®d `✓ Y �q v Y U � U LU '1 ,1 2'A r NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUT4 PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ dw IJri U i- l., ROSS SHEET consulting engineers, Inc. ■ 2407 North 31st Street Tacoma, WA 98407 33283 Phone: (2531383 -3257 Fax: 12531 38 general @huttzbhucmn.com Job Number: 03-111 OF: BUILDING DEPARTMENT MATCHLIE- 8EE HEETB E8.8 %- CLASSROOM d� \ F 204 4 h \ Pte/ / OL " CLSSSROOm pt CLASSROOM F 2027 VIDEO PRODUCDON G ♦ / / i� 1 11 STAIRWAY Suv�, _�•,� XY 6.•l 4 " .i / I \ i \ I \ rUwtm I-LUUR PLAN - 2nd FLOOR BUILDING 100/200 SCALE: 1/8 " =1' -0 N GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. 0 231 / MECHANICAL 231 PNL 4M2 PNL "j 2M2 KEY PLAN r --i _ I I r A ti r-J g L-1 I I r - - -I I �_J I 1 300 I I I �_J 400 500 s E W N � / F O Y o ®° / u CLSSSROOm pt CLASSROOM F 2027 VIDEO PRODUCDON G ♦ / / i� 1 11 STAIRWAY Suv�, _�•,� XY 6.•l 4 " .i / I \ i \ I \ rUwtm I-LUUR PLAN - 2nd FLOOR BUILDING 100/200 SCALE: 1/8 " =1' -0 N GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. 0 231 / MECHANICAL 231 PNL 4M2 PNL "j 2M2 KEY PLAN r --i _ I I r A ti r-J g L-1 I I r - - -I I �_J I 1 300 I I I �_J 400 500 s E W N °SYCNAI E� z _ 13 ,� y NOVEMBER 28, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 11ULTZ or 15ri U -- l., ROSS SHEET consulting engineers, W Inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383.3283 general @hultzbhucmm.com Job Number. 03 -111 BUILDING DEPARTMENT OF: O Y o ®° u y Z N ®; y � y � Y U Jy/ � v q� Y M V °SYCNAI E� z _ 13 ,� y NOVEMBER 28, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 11ULTZ or 15ri U -- l., ROSS SHEET consulting engineers, W Inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383.3283 general @hultzbhucmm.com Job Number. 03 -111 BUILDING DEPARTMENT OF: i i 1 F MC I I LC I PLAN: \ z - -, cows / / F___1 - - -1 _J PANEL ® ® ® ® _ i�\ ECC OFFICE COWS db COMPUTER LAB F-33-7-1 r I ® ® ® ® ® li - N 1, ® ® ®— ® / — — E D DRY TYPE TRANSFORMER 480:208Y/12OV, 3PH, 4W PC1 I PC2 I I PC3 I PC411 I ECC BUILDING 300 PARTIAL POWER RISER DIAGRAM NO SCALE — HOME EC. CLASSROOM I \\ + POTTERY /CERAMIC CLASSROOM 331 - - -_ _ -- I STORAGE COWS �A i� / KILN G i ROOM WP C PHOTOGRAPHY CLASSROOM DARKROOM T -"`- c_a. I I � U I F= I 1 CLASSROOM I \ L V cows yv\ +84" , \ STAFF / OFFICE Rr ® / PLAN: t1 z - -, STAFF / / F___1 - - -1 _J -- - - ACULTYLGUNGF/ _ i�\ C PANEL P 3,f'C4 OFFICE COWS db r _ ® WORK 1 N UN / �AREA f - - -- - z6 — _ I I 0� STORAGE i I 321 OFFICE / ¶ V U Y � L I I I335 _ r -�- ' G �. F 3257 STAFF it I� - - - - — — r - - - -- OFFICE r �Li BOYS % COMPUTER LAB A ® r D 317 {I -� COMPUTER LAB_ SGFF 0 ® --� OFFICE 326 G'"TORET 'J 1. -7 - -- — LL (Qi (i fJ, 310 cows STORAGE III +I' OWS \ 307 \ sm / \ II `GIRL$ 1\ / I \\ + POTTERY /CERAMIC CLASSROOM 331 - - -_ _ -- I STORAGE COWS �A i� / KILN G i ROOM WP C PHOTOGRAPHY CLASSROOM DARKROOM T -"`- c_a. I I � U I F= I 1 CLASSROOM I \ L V cows yv\ +84" , \ STAFF / OFFICE Rr ® / ARTSBCRAFIS CLASSROOM POWER FLOOR PLAN - BUILDING 300® SCALE: 1/8"=1'-O" E N D G u JANITOR 318 r _- j Y T.._ —' - -' -1 RORAL QASSRGC PANEL K 313 PC1,PC21; AG STORAGE QENERAL NOTES 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. PLAN: t1 z - -, STAFF / / F___1 - - -1 _J -- - - C _ i�\ SHOP II L._ 306 OFFICE z r _ ® N UN / L +84 - - -- - z6 — _ I I 0� STORAGE i I 321 ¶ V U Y � L 8 $g I _ r STORAGE G �. F 3257 STAFF OFFICE r �Li BOYS % CORR. A ® r 317 {I SGFF 0 I i OFFICE 326 G'"TORET 'J 1. -7 - -- — LL (Qi (i fJ, 310 STORAGE III +I' \ 307 \ sm / STORAGE r-"7-I II `GIRL$ 1\ r rrrolru ARTSBCRAFIS CLASSROOM POWER FLOOR PLAN - BUILDING 300® SCALE: 1/8"=1'-O" E N D G u JANITOR 318 r _- j Y T.._ —' - -' -1 RORAL QASSRGC PANEL K 313 PC1,PC21; AG STORAGE QENERAL NOTES 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. WORK AREA F 307? Cows PLAN / STORAGE , I +84 — OWS =\\ AQUA \\ I L CLASSROOM 1 i II +84" COMF �7 � +84" 11C Jlr�- ` G B G G 9c 1 —,G / PLANT SCIENCE '�,- CLASSROOM a✓� ;� COMPUTERS ON WHEELS (COWS) SCALE: "\ � PANEL MC Lv PANEL LC � -PANEL 4MDBC NANtL 171 2MDBC KEY PLAN: - z - -, -- 1 F___1 - - -1 _J -- - - C _ i�\ SHOP II L._ 306 z r _ ® N UN L T z6 — _ I I 0� I i I ¶ V U Y � L 8 $g I _ r �. r Ll - 0 I i STORAGE III +I' \ 307 \ WORK AREA F 307? Cows PLAN / STORAGE , I +84 — OWS =\\ AQUA \\ I L CLASSROOM 1 i II +84" COMF �7 � +84" 11C Jlr�- ` G B G G 9c 1 —,G / PLANT SCIENCE '�,- CLASSROOM a✓� ;� COMPUTERS ON WHEELS (COWS) SCALE: "\ � PANEL MC Lv PANEL LC � -PANEL 4MDBC NANtL 171 2MDBC KEY PLAN: as z - -, -- 1 F___1 - - -1 _J L_J I I I t L_J �NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ ,w BHU-I- C ROSS SHEET consulting engineers, W Inc. ��.� A 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT OF: as z o z 0 � E ® N UN T z6 0� i U ¶ V U Y L 8 $g Iry �NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ ,w BHU-I- C ROSS SHEET consulting engineers, W Inc. ��.� A 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT OF: 111 ( _ D C SCALE: 1/8"=1 H ON 10 FA IF DRY TYPE TRANSFORMER 75KVA, 480:208/12OV, 3PH, 4W PANEL PANEL D L I PAN LDEL I I PANE MD L I I l I2 DBDL I PP1 DL I PP2DL L I P DEL 4MDB BUILDING 400 POWER RISER DIAGRAM NOT TO SCALE J. GENERAL NOTESi 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. KEY PLAN : r - -, r-- �___� Lr 300 Lil 500 too/ zoo 5 E W N �<% HULTZ ar BHU - C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383.3283 generai@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT na3:NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E3.6 OF: LLA a o o � ® L a CQ��II N •N p Y n 0 fl U a p L L m a0Qy1 R `aRE j � : na3:NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E3.6 OF: =1 We 01 KEY PLAN r' ti r —j 8 A i r -- � - - -� �_� i � 300 100/ 200 S El 1 W N 1 �NOVEIABER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ gr BHU+' C ROSS SHEET consulting engineers, W inc. ��.� 2407 North 31st Sheet Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT z J >p GENERAL NOTESi d t 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED o TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, ® r CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. T 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR Z TO ROUGH —IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR < SHALL NOT START ROUGH —IN FOR CONDUIT UNTIL WRITTEN APPROVAL ® ' IS RECEIVED. ° Y mP R ILA v < KEY PLAN r' ti r —j 8 A i r -- � - - -� �_� i � 300 100/ 200 S El 1 W N 1 �NOVEIABER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ gr BHU+' C ROSS SHEET consulting engineers, W inc. ��.� 2407 North 31st Sheet Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT SEE SHEET E3.6 MATCH L I I I I I I I I I POWER FLOOR PLAN - BUILDING 500 SCALE: 1/8 " =1' -Oa N PANEL PANEL rPANEL PANEL 4DG _ MG1 MG2 LG1 NOT TO ON SHEET ELS —fi— — - -+--- PATCH LOS! n — n n �1 �1 PANEL (PANEL (PANEL P131 L PG2 PG3 n z ° I PANEL (PANEL (PANEL P131 L PG2 PG3 KEY PLAN: r - -, I A I I I I L_J I I n I I L_J 100/ E] 200 S FS E g W N / 1 1 1 Z O Q Q IV 7 fie N W >' 0C O C N O Z + 0� r'i QZ J L 00 0C_ L N UT N C V E 20 E W HULTZ gr BHU - CROSS consulting engineers, inc. 2407 North 31 at Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253)383 -3283 general@hultzbhucross.com Job Number: 0 3-111 BUILDING DEPARTMENT 111 7 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E3.8 OF: z ° U> GENERAL NOTESi w d L=U o� 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED o TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, 0 CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS A INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR Z _ TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR < SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL 0 ' IS RECEIVED. Y c w QF� c /i L-�l L QQQ Z U L - u 6 KEY PLAN: r - -, I A I I I I L_J I I n I I L_J 100/ E] 200 S FS E g W N / 1 1 1 Z O Q Q IV 7 fie N W >' 0C O C N O Z + 0� r'i QZ J L 00 0C_ L N UT N C V E 20 E W HULTZ gr BHU - CROSS consulting engineers, inc. 2407 North 31 at Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253)383 -3283 general@hultzbhucross.com Job Number: 0 3-111 BUILDING DEPARTMENT 111 7 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E3.8 OF: M GENERAL NOTESt 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. KEY PLAN _J D�fl I Li 700/ 200 S E W N zIZ0tI Z O Q J IV lcl:� N LLJ r O� O 06 U to 0 Z O P=� 0 (V Q Z J H 00 Oz L = to U� �E = 0 E LU �r ias NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ 'r BHU- C ROSS SHEET consulting engineers, W ��.� 2407 North 31st Street Tacoma, WA 911407 Phone: (253) 383-3257 Fax: (253) 383-3283 general @hultzbhucmw.com Job Number: 03111 OF: BUILDING DEPARTMENT 11 LU o�$� o ® L u pp N y� �q N a • Z q ®� 6 M U ° i y u E iI N z M LL�'Sp u uui 6 Z O Q J IV lcl:� N LLJ r O� O 06 U to 0 Z O P=� 0 (V Q Z J H 00 Oz L = to U� �E = 0 E LU �r ias NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ 'r BHU- C ROSS SHEET consulting engineers, W ��.� 2407 North 31st Street Tacoma, WA 911407 Phone: (253) 383-3257 Fax: (253) 383-3283 general @hultzbhucmw.com Job Number: 03111 OF: BUILDING DEPARTMENT 11 SCALE: 1/4"=l'- Me GENERAL NOTESs 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. KITCHEN EQUIPMENT ELECTRICAL CONNECTION SCHEDULE QTY. OF 2 LU d a a HP MIN. MAGNETIC o a o 0 ITEM DESCRIPTION LOCATION VOLTS PHASE UH CIRCUIT DISC. FUSES STARTER FEEDER CIRCUIT NOTES • Z q ®d KW AMPS SWITCH DISC. SW. NUMBER AC REGISTER A LA CARTE 120 1 .20 5.0 *1P20 - - 3/4 "C -2 #12 CU 2K1 -22 e - & 1 #12 CU GIRD A AUTOMATIC A LA CARTE 120 1 - 12.7 *1P20 - - 3/4 "C -2 #12 CU 2K1 -24 e COFFEE MAKER 1.7 & 1 #12 CU GIRD AC ESPRESSO MACHINE A LA CARTE 208 1 .08 20.5 2P30 - - 3/4 "C -3 #10 CU 2K1 -18 5 &GRINDER 0.5 & 1 #10 CU GIRD WARMING & HOLDING A LA CARTE 120 1 - 14.1 *iP20 - - 3/4 "C -2 #12 CU 2K1 -26 eA MOBILE CABINET 1.7 & 1 #12 CU GIRD NACHO A LA CARTE 120 1 - 9.4 *1P20 - - 3/4 "C -2 #12 CU 2K1 -28 eAC EQUIPMENT 1.1 & 1 #12 CU GIRD HEATED PUMP A LA CARTE 120 1 - 3.8 *1P20 - - 3/4 "C -2 #12 CU 2K1 -30 eAC DISPENSER 0.5 & 1 #12 CU GRID REFRIGERATED A LA CARTE 120 1 .50 9.2 *1P20 - - 3/4 "C -2 #12 CU 2K1 -32 eAC DISPLAY CASE - & 1 #12 CU GIRD AC DROP -IN ALA CARTE 120 1 - 13.8 *1P20 - - 3/4 "C -2 #12 CU 2K1 -34 10 HOT WELLS 1.7 & 1 #12 CU GIRD AC MICROWAVE ALA CARTE 120 1 - 14.6 *1P20 - - 3/4 "C -2 #12 CU 2K1 -36 11 OVEN 1.7 & 1 #12 CU GIRD AC HEATED PRETZELS A LA CARTE 120 1 - 12.3 *1P20 - - 3/4 "C -2 #12 CU 2K1 -27 12 DISPLAY CASE 1.5 & 1 #12 CU GIRD AC DRAWER TYPE A LA CARTE 120 1 - 7.5 *1P20 - - 3/4 "C -2 #12 CU 2K1 -29 13 WARMER 0.9 & 1 #12 CU GIRD AC HEATED PIZZA A LA CARTE 120 1 - 12.3 *1P20 - - 3/4 "C -2 #12 CU 2K1 -31 14 DISPLAY CASE 1.5 & 1 #12 CU GRID MAINSTREET A LA CARTE 120 1 .50 5.0 *1P20 - - 3/4 "C -2 #12 CU 2K1 -33 1eAC 4 BOX MENU - & 1 #12 CU GRD AC GRINDER ALA CARTE 120 1 - 3.7 *1P20 - - 3/4 "C -2 #12 CU 2K1 -35 18 0.5 & 1 #12 CU GIRD e DS HOT /COLD KITCHEN 120 1 - 20.0 1P30 - - 3/4 "C -3 #10 CU 2K2 -1,3 O CONVERT. CART 2.4 & 1 #10 CU GIRD E REGISTER KITCHEN 120 1 - 5.0 *1P20 - - 3/4 "C -2 #12 CU 2K1 -1,3,5 O 1 - & 1 #12 CU GIRD REFRIGERATED KITCHEN 120 1 .33 6.3 *1P20 - - 3/4 "C -2 #12 CU 2K1 -7 3 MILK CABINET - & 1 #12 CU GIRD eE DROP -IN KITCHEN 208 1 - 23.8 2P30 - - 3/4 "C -3 #10 CU 2K1 -2,6 O HOT WELLS 5.0 & 1 #10 CU GIRD ®DROP -IN KITCHEN 120/208 1 .20 17.0 2P30 - - 3/4 "C -3 #10 CU 2K1 -10,14 O HOT /COLD WELLS - & 1 #10 CU GIRD HEATED,ROLL- KITCHEN 120 1 - 10.2 *1P20 - - 3/4 "C -2 #12 CU 2K1 -9,11 O 10 THRU CABINET 2.2 & 1 #12 CU GIRD E ROLL -THRU KITCHEN 120 1 .50 9.5 *1P20 - - 3/4 "C -2 #12 CU 2K1 -13,15 O 11 REFRIGERATOR - & 1 #12 CU GIRD E REFRIGERATED SALADS 120 1 .50 12.0 *1P20 - - 3/4 "C -2 #12 CU 2K1 -17 NE7 DISPLAY CASE - & 1 #12 CU GIRD (E) ICE MAKER SALADS 120 1 .50 12.6 *1P20 - - 3/4 "C -2 #12 CU 2K1 -19 e 15 W /BIN - & 1 #12 CU GIRD MAINSTREET SALADS 120 1 .08 2.0 *1P20 - - 3/4 "C -2 #12 CU 2K1 -21 N;aZ7 2 BOX MENU 0.5 & 1 #12 CU GIRD E MAINSTREET KITCHEN 120 1 .24 3.0 *1P20 - - 3/4 "C -2 #12 CU 2K1 -23 19 MENU SYSTEM 0.5 & 1 #12 CU GIRD E HOT POWDERED SALADS 120 1 X1.5 10.0 *1P20 - - 3/4 "C -2 #12 CU 2K1 -25 20 DRINK DISPENSER & 1 #12 CU GIRD * MOTOR RATED TOGGLE SWITCH KEY PLAN r y i- B A LJ I L___J L -� I I L_J 14 500 S E W N QTY. OF 6 02 QTY. OF 2 * MOTOR RATED TOGGLE SWITCH KEY PLAN r y i- B A LJ I L___J L -� I I L_J 14 500 S E W N O I= Q Q3 IV 1w W LLJ >- CO G O C N O Z "- O5 N Q Z J ti 00 O O = N U� N 'c = 0 E LU p� HULTZ gr BHU-I-. CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT 111 Ims+NOVEMBER 26, 2004 AGENCY /CONSTRUCTA BILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E3.10 Of: N LU d a a ® O o a o 0 y UH T • Z q ®d 4 u p p U � y m� L4 4u? LU O I= Q Q3 IV 1w W LLJ >- CO G O C N O Z "- O5 N Q Z J ti 00 O O = N U� N 'c = 0 E LU p� HULTZ gr BHU-I-. CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number. 03-111 BUILDING DEPARTMENT 111 Ims+NOVEMBER 26, 2004 AGENCY /CONSTRUCTA BILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E3.10 Of: KITCHEN EQUIPMENT ELECTRICAL CONNECTION SCHEDULE a c HP MIN. o o MAGNETIC c U ITEM DESCRIPTION LOCATION VOLTS PHASE CIRCUIT DISC. FUSES STARTER FEEDER CIRCUIT NOTES Owl KW AMPS SWITCH DISC. SW. "/J 11 ➢ NUMBER uT Z _ IC COOKIE ICE CREAM 120 1 - 12.3 *1P20 - - 3/4 "C -2 #12 CU 2K2 -2 2 DISPLAY CASE 1.5 & 1 #12 CU GRD IC ICE CREAM ICE CREAM 120 1 .33 7.5 *1P20 - - 3/4 "C -2#12 CU 2K2 -4 3 DISPLAY CASE - & 1 #12 CU GRD IC MAINSTREET ICE CREAM 120 1 - 5.0 *1P20 - - 3/4 "C -2 #12 CU 2K2 -6 \Aj 2 BOX MENU - & 1 #12 CU GRD IC BEVERAGE ICE CREAM 120 1 .50 9.2 *lP20 - - 3/4 "C -2 #12 CU 2K2 -8 6 DISPLAY CASE - & 1 #12 CU GRD K GAS DEEP FAT KITCHEN 120 1 - 2.0 *1P20 - - 3/4 "C -2 #12 CU 2K2 -10 1 FRYER - & 1 #12 CU GRD K DUMP STATION KITCHEN 120 1 .50 7.0 *lP20 - - 3/4 "C -2 #12 CU 2K2 -12 Uj WARMER 0.8 & 1 #12 CU GRD e GAS CONVECTION KITCHEN 120 1 - 7.1 *1P20 - - 3/4 "C -2 #12 CU 2K2 -14,16 4 OVEN - & 1 #12 CU GRD S/S BAKERS KITCHEN 120 1 - 20.0 1P30 - - 3/4 "C -3 #10 CU 2K2 -5 e 7 TABLE - & 1 #10 CU GRD e(E) FLOOR KITCHEN 208 3 - 4.6 3P20 - - 3/4 "C -3 #10 CU 2K2 -37 9 MIXER - & 1 #10 CU GRD K ROLL -IN & KITCHEN 120 1 - 20.0 1P30 - - 3/4 "C -3 #10 CU 2K2 -13 1 z 12 RACK OVEN 208 3 - 18.3 3P20 & 1 #10 CU GRD 2K2 -7 K CLASS 1 KITCHEN 120 1 - 5.0 *lP20 - - 3/4 "C -2 #12 CU 2K2 -15 d 15 HOOD - & 1 #12 CU GRD K TILT KITCHEN 120 1 - 5.0 *1P20 - - 3/4 "C -2 #12 CU 2K2 -17 24 SKILLET - & 1 #12 CU GRD 0 PRINTER KITCHEN 120 1 - 5 *1P20 - - 3/4 "C -2 #12 CU 2K2 -20 1 - & 1 #12 CU GRD 0 5 PRINTER KITCHEN 120 1 - 5 *1P20 - - 3/4 "C -2 #12 CU 2K2 -22 2 - & 1 #12 CU GRD 0 COMPUTER KITCHEN 120 1 - 5 *1P20 - - 3/4 "C -2 #12 CU 2K2 -24 3 - & 1 #12 CU GRD e COMPUTER KITCHEN 120 1 - 5 *lP20 - - 3/4 "C -2 #12 CU 2K2 -26 4 - & 1 #12 CU GRD 0 OFFICE KITCHEN 120 1 - 10 *lP20 - - 3/4 "C -2 #12 CU 2K2 -28,30 O 5 UTILITY PLUGS - & 1 #12 CU GRD P REFRIGERATOR KITCHEN 120 1 .50 - *lP20 - - 3/4 "C -2 #12 CU 2K2 -19 1 - & 1 #12 CU GRD P S/S PREP KITCHEN 120 1 - 10.0 *lP20 - - 3/4 "C -2 #12 CU 2K2 -21 3 TABLE - & 1 #12 CU GRD FOOD KITCHEN 120 1 .50 7.5 *lP20 - - 3/4 "C -2 #12 CU 2K2 -23 e(E) 11 CUTTER - & 1 #12 CU GRD (E) FOOD KITCHEN 120 1 .50 6.0 *lP20 - - 3/4 "C -2 #12 CU 2K2 -25 e 12 SLICER - & 1 #12 CU GRD P CUSTOM PREP KITCHEN 120 1 .50 10.0 *lP20 - - 3/4 "C -2 #12 CU 2K2 -27 13 STATION - & 1 #12 CU GRD S CONTROL CENTER DISH 208 3 - 8.0 3P20 - - 3/4 "C -3 #10 CU 2K2 -31 4 DISPOSER WASHING - & 1 #10 CU GRD S GARBAGE DISH 208 3 3.00 - 3P20 - - 3/4 "C -3 #10 CU 2K2 -32 5 DISPOSER WASHING - & 1 #10 CU GRD S RACK CONVEYOR DISH 208 3 2.25 5.0 3P20 - - 3/4 "C -3 #10 CU 2K2 -38 7 WAREWASHER WASHING - & 1 #10 CU GRD Q QTY OF 2 * MOTOR RATED TOGGLE SWITCH Q PROVIDE 3/4 "C -2 #12 CU & 1 #12 CU GRD FOR 120 VOLT, 1 PHASE CONNECTION. KEY PLAN : r --i r iy r -'i B iL__7 A i EC I r_ l I Lj 300 500 100/ 200 S E W N Z O t` Q Q _N ZE oz� N LU >- OE 0 1n 0 Z O� H-- � Q rV <z J rn 00 O O L U U N 'c E 2 0 E Lu HULTZ ar BHU- C Ross consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 generala@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT 11 iR�:NOVEMIBER 26, 2004 AGENCY /CONSTRUCTA BI LITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 SHEET E3.11 OF: a c o o 0 c U v N •N T z A Owl "/J 11 ➢ a uT Z _ IuL Y E L u Z O t` Q Q _N ZE oz� N LU >- OE 0 1n 0 Z O� H-- � Q rV <z J rn 00 O O L U U N 'c E 2 0 E Lu HULTZ ar BHU- C Ross consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 generala@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT 11 iR�:NOVEMIBER 26, 2004 AGENCY /CONSTRUCTA BI LITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 SHEET E3.11 OF: STAGE 187 =M7 STAIR$± 2" Y- - - -' —I +1Z IEB %A7 - �� 7 _ L A- �,�� AUD Ll f k_ 198 71CKET M L_ I YL L -s ENSEMBLE 192 r r- Y v �x !/ M I I F- r V KEY PLAN : r__1 r � r_J B A I 1 r - -- L_J I I I I L_J 14 S E W N 300 500 HULTZ gr BHU - C ROSS consulting engineers, Inc. 0 N3 C LL } D 0= 0 06 U C z� 0� Cpl Q Z J N 00 O0 R) U} N C� E = 0 C LJJ N 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT wrs:NOVEKIBER 26, 2004 AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E3.12 OF: z^(�/A i GENERAL NOTESm ° 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL LU o i DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL IX V"/ „ ''� _- 'ii /• I F- r V KEY PLAN : r__1 r � r_J B A I 1 r - -- L_J I I I I L_J 14 S E W N 300 500 HULTZ gr BHU - C ROSS consulting engineers, Inc. 0 N3 C LL } D 0= 0 06 U C z� 0� Cpl Q Z J N 00 O0 R) U} N C� E = 0 C LJJ N 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT wrs:NOVEKIBER 26, 2004 AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E3.12 OF: z^(�/A i GENERAL NOTESm ° 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL LU o m DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, } o INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL 0 t ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN " THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, U TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR •� ADDITIONAL ELECTRICAL INFORMATION. T 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED Z CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. Y � � U U W Y LU L I F- r V KEY PLAN : r__1 r � r_J B A I 1 r - -- L_J I I I I L_J 14 S E W N 300 500 HULTZ gr BHU - C ROSS consulting engineers, Inc. 0 N3 C LL } D 0= 0 06 U C z� 0� Cpl Q Z J N 00 O0 R) U} N C� E = 0 C LJJ N 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT wrs:NOVEKIBER 26, 2004 AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E3.12 OF: Is il SCALE: M KEY PLAN r - -i r' ti r_J B A i i L____J L_J I I 300 1 I l_1 500 Sq E w N HULTZ er BHU,-� CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 88407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhuctoss.com Job Number. 03111 BUILDING DEPARTMENT '1 '1 Z O I_ Q IV Z E w N w >- O� O obi C N O ZLA O� D CV Q Z J N O° O O I N U>- 'c N �E = o E w� 03 -111 `13 -eW �VMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E3.13 OF: z � � GENERAL NOTE& ° ° N 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL LU o DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, �j o INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, o MECHANICAL, KITCHEN, AND THEATER DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATION. CONTRACTOR SHALL REVIEW ALL .' ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, FIRE ALARM, 1� TELECOM /DATA, AUDIO VISUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL PROVIDE TO ARCHITECT /OWNER SHOP A DRAWINGS INDICATIONS ROUTING OF ANY INTENDED EXPOSED _ CONDUIT PRIOR TO ROUGH -IN FOR ARCHITECT /OWNERS < APPROVAL. CONTRACTOR SHALL NOT START ROUGH -IN ® FOR CONDUIT UNTIL WRITTEN APPROVAL IS RECEIVED. ; n \�A 6 y V n L p N � 3 i KEY PLAN r - -i r' ti r_J B A i i L____J L_J I I 300 1 I l_1 500 Sq E w N HULTZ er BHU,-� CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 88407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhuctoss.com Job Number. 03111 BUILDING DEPARTMENT '1 '1 Z O I_ Q IV Z E w N w >- O� O obi C N O ZLA O� D CV Q Z J N O° O O I N U>- 'c N �E = o E w� 03 -111 `13 -eW �VMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E3.13 OF: I ■ SEE 8iEET E4.1 IIATCHM COFSERENCE. 3 — 0 Roots 15 1/1 t1 ASSISTANT PRINCIPAL 1 D �- 139 / O S 1/1 SECRETARY ! 1/01/1 I S i11 O HALL F 141 PRINCIPAL 1/0 141 n O 1/0 j 30 1/0 ' FF L1/1 WP�VPO WP VP�" HO OWAT,NG O 5 3b 30 35 I —; I [® _L! L 15 NURSE i 03 124 15 05 - -_V IV 1/1 � d o IF w} —pFNCE Q o O= viz :;I STS L 7 O5 n 7,1f 15 ATHLERC S DIRECTOR O 1/1U--.uw " tv 11/0 ouPT 15 143 O 11/0 1/0 1 CONFERENCE ROOM 126 O N7 t RAL N E0. OFICE 127 /1 15 , 30 GENERAL NOTESi 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM - DE yyICE��JFIRE ALARM SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) �CONiiiACTOR ROVICE WRING IN iAINIMUN —Z/4 "C TO ALL SIGNNA_L/SYST_EM DEVICES, 2 CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL- GQNTRACTOR AND POWERED BY J 12GVAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /S DAMPER. SEE MECHANICA PLANS, SCHEDULES A SPECIFICATI FOR LOCA NS. C DINT WITH DIVISION 5 CONT TO . 3. CONNECT DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THERE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WIR-1 AUXILIARY RELAY ON EACH SEE ARCHITECTU ULES AND SPECI I LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 1 (�t O 15 RECEPIION L 125 30 30 - CAREER CENTER 03 124 IV � d o w} M , 1 � I, ATTENDANCE , no 15 WAITING 1/1 o ,xoo 1�.. ASB 0 TREASURER QS f-1 T 14(0- s W II' � O REGISTRAR F 30 dl , � O,_4� o ' 1 t� w J T ry{'N 15 40p a MA ('HA bus f.a IF 15 _ A. 9* Ild RINERAM ., 13 \ RLES II 114 _.._ w+u Q HALL 30 ns r 123 O -- -v _. 1bO0 1200 II I � I ELEVAIOR I� O - 1 - "F- COUNSELOR �' COUNSELOR MACHINE COUNSELOR L COUNSELOR i 111 4 17t 12I 1/1 1p 119 �� - = ELEVATOR/ 15 - 1/1 ®1/0 1/1 ®1/1i @1 /Q 1/0 Q 1�0 B 01 15 15 15 15 1 ; - HA. 128 1/0 1/Q 1/0 1/p / Is3 - ' T ' hAU 30 11 + 4" 1/0 60 _46@ F 4R ®® Lrw;lEN FDRY, i� i47 _ K _ -- - % SPECIAL ED. CLASSROOM SPECIAL ®. F 148 30 � }h WORK ROOM 1 S-'�, 141 ti „� tY 1, FACULTY O S 11 �L LOUNGE 152 w 30 GPF RAM 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. 75 �A \y %a C KEY PLAN: r - -i r ti r-ji 8 A . L - - -J �_, � � C 300 Z 03 IV � d o w} Q o O= 0 L 7 O5 n y H Q CV Q Z O° N OC L Z N U� C 2 Z ®d 6 U LLJ _E N y- } U u a � Y r 6 Z 03 IV E w} Q O= 0 7 O5 H H Q CV Q Z O° N OC L Z N U� C 2 � E U LLJ _E N y- } 400 :1 13 -o'F iNOJEMBER 26, 2004 500 I AGENCY/CONSTRUCTABILrrY S PROJECT: 03-111 DRAWN: E W DATE: 16 JAN 2004 N HULTZ gr BHLT-I- C ROSS SHEET consulting engineers, W Inc. ■0 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383.3283 generai@hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT 1 I ■ ■ I \a T P h \ �i 075 C� / \y HEAD tNU i STORAGE L v A 108 _. 1/0 \ / Rods+ oS 30 1 / / 1/0 v —r orRcE 30 ��. los 30 / w P i \ 0 75 PERIODICALS $ n 107 O v CHECK-OUT i �7/1,, �'�- ` ✓ � �/ �� Z Yfl �, � I -� L� .`1y �� ey �)�` � T drat J �, v 3 u.yh\ '� ® cl, ?\. ?. a' ✓ a i; � 1 �,,,, L � s k rvl 4 X 1 CJ 75 *Fj MARY $ COMMONSICAFETERtA LTER �•r'6 \`�!!� ��0�� ( l �..= i'� O /l Y {-jc'- } ((�It j T%\� _ \L.\,� ® r r w� ttz / � Z I- �L� ' SIGNAL FLOOR PLAN - 1S SCALE: 1/8"=1'-0" Y O GENERAL NOTESi 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. KEY PLAN : r - -1 i i I r -- L___J 300 L_J 14 500 S E W Qp N X11 O N3 E W } <O < O C'6U z� +- O� CV Q Z J O o° L 2 :n U_ L I E U E L HULTZ or BHU+l- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03-111 BUILDING DEPARTMENT 11 y EXPIMNOVEMBE 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E4.1 OF: z 0 e� $$ n 5 U O N3 E W } <O < O C'6U z� +- O� CV Q Z J O o° L 2 :n U_ L I E U E L HULTZ or BHU+l- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03-111 BUILDING DEPARTMENT 11 y EXPIMNOVEMBE 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E4.1 OF: r `30 DISH ti r \ CAMERA ' \ HO VP 110 i r/ S VESTIBULE ®O Ise v %/ �-1\110' r /,. `� - - - - -- 34 ~mod / �� r t_ A AUDITORIUM i ti / i ,s'' ,'. 110 197 , /yy r \ vY ' (�,�'� J.�/ / 'i ,/: \� , y� &p✓. ' A STAIR / /) � i b AIR i $ \ \ I � t :A ACARIE 15 ' AANroR Sial v 93 196 1 HAIL n ! rti �Y / ��' . ® 75� / �k -s `•, I /i' t /^�;�, �:? 110 °� � ! �' f BOYS 66 P, r, Nvv i w 110 GIRLS /- / - ''y 65 �� 0 2y1� \ HALL 30 ENSEMBLE STAGE ST A6 191 SCENERY 192 I 1�9 186 / Z 4 -ti 75 ' SALADS / / PRACTICE - / < , 171 I ® - i 5 OFFICE RACIICE \ 15 Qs I95 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR INCLUDING SAMPLING TUBE TO MECHANICAL O 135' v OFFICE 171 �D 1 CONTRACTOR MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR O PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE ® 1 15 _ �� '� WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL 06 U � / �� 6'�: / vesne 15 ` ozSOYS CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN e� Y ® /'� Q e3 EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED z � 1 MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM O Ji / V�� ' Q'. %,v / � 30 ' "uKEUPaooM` / � / LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY � � �.' 184 �� PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT H -C 135' , �v -� 30 / $GRACE �, t'; OH B08 WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT �j Rnaa v H ` +84 "'. ,� A es Q �� \_- esv� } SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE �0 �Y STORAGE i ®� DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL O ' ! HALL — AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS Q Z r LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT J `" TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS SCHEDULES AND SPECIFICATIONS FOR O 0 <v,� V 7 i - GIRLS 1 � <a % / "� / LOCATIONS. � � / - 15/ / g et I— p O - X135 / \� / v ®�30 \ %15 GIRL 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. ';'\ DRESSING THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON T 1/0 STORAGE 1 /\ 80 ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL N C CAI rvn;runy / ®\'J /�' '\'' N WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL = D �% Og 4 BAND d `.0 g 1 STORAGE / ' ORCHESTRA � \18 � \ ;� I STORAGE REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR 0A'' /�" %rl v•„ ��/ 179 ADDITIONAL ELECTRICAL INFORMATION. V E 61/ - CECREAM \' \/ ! H y/ — 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS = O 63 - - 30 \ / 1Q.' < / w i;l \ FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF U (/_ C %1 ' ' WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF J C BY ARCHITECT. W Q �eooLER Q 135' / 60/ ELECTRICAL H / 15 % CAMERA _� ^� ��'� / 177 > �� HO FREEZER ` i�, WP VP INDIAN ED. 15 s9 se I 1 18��C UNISEX 15 1/0 ITINERANT OFFICE F sw 0 11513 S 1/0�l 110 / 15 1/0 1/1� DdAOFFICE / MECHANICAL / I 155 O 30 Goto, F iiI N 03 -111 J Cg4n s 9o�f�SAONAI ECG ?�� FEMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 see HULTZ gr BHLT-I- C ROSS SHEET consulting engineers, Inc. �. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.eom Job Number: 03 -111 OF: BUILDING DEPARTMENT GENERAL NOTESs LJLj 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) ® E CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. H 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE r DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT d ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH 11zof ` AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. € 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN s UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 't 4 -ti 75 ' SALADS / / PRACTICE - / < , 171 I ® - i 5 OFFICE RACIICE \ 15 Qs I95 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR INCLUDING SAMPLING TUBE TO MECHANICAL O 135' v OFFICE 171 �D 1 CONTRACTOR MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR O PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE ® 1 15 _ �� '� WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL 06 U � / �� 6'�: / vesne 15 ` ozSOYS CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN e� Y ® /'� Q e3 EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED z � 1 MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM O Ji / V�� ' Q'. %,v / � 30 ' "uKEUPaooM` / � / LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY � � �.' 184 �� PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT H -C 135' , �v -� 30 / $GRACE �, t'; OH B08 WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT �j Rnaa v H ` +84 "'. ,� A es Q �� \_- esv� } SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE �0 �Y STORAGE i ®� DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL O ' ! HALL — AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS Q Z r LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT J `" TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS SCHEDULES AND SPECIFICATIONS FOR O 0 <v,� V 7 i - GIRLS 1 � <a % / "� / LOCATIONS. � � / - 15/ / g et I— p O - X135 / \� / v ®�30 \ %15 GIRL 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. ';'\ DRESSING THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON T 1/0 STORAGE 1 /\ 80 ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL N C CAI rvn;runy / ®\'J /�' '\'' N WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL = D �% Og 4 BAND d `.0 g 1 STORAGE / ' ORCHESTRA � \18 � \ ;� I STORAGE REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR 0A'' /�" %rl v•„ ��/ 179 ADDITIONAL ELECTRICAL INFORMATION. V E 61/ - CECREAM \' \/ ! H y/ — 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS = O 63 - - 30 \ / 1Q.' < / w i;l \ FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF U (/_ C %1 ' ' WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF J C BY ARCHITECT. W Q �eooLER Q 135' / 60/ ELECTRICAL H / 15 % CAMERA _� ^� ��'� / 177 > �� HO FREEZER ` i�, WP VP INDIAN ED. 15 s9 se I 1 18��C UNISEX 15 1/0 ITINERANT OFFICE F sw 0 11513 S 1/0�l 110 / 15 1/0 1/1� DdAOFFICE / MECHANICAL / I 155 O 30 Goto, F iiI N 03 -111 J Cg4n s 9o�f�SAONAI ECG ?�� FEMNOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 see HULTZ gr BHLT-I- C ROSS SHEET consulting engineers, Inc. �. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.eom Job Number: 03 -111 OF: BUILDING DEPARTMENT 1 SEE SHEET E4.4 MATCH 11M i I i i 1 J ®� J 5 x� p C I I r"I r --j CLASSROOM F 221 1 1/0&- 130 HALL 215A i 30 ( St I CLASSROOM F 222 I tis 75 r: � t C _L I I� I � r �I I L - * O -'Z) �. !I t.> i, T 1/0 - ` it Li _ 1 __'I ,.i 1/0 - jai --�, �j� 1 J -1 L_J L—j GRAPHIC ARTS I -- —1 CLASSROOM LI, I /' \ 11WA 21d lW 1up, 30 A 5[�ENCECUSSROQM I I� � v�~ I lH k L /� -C� ll OH ®® \ 45 Q3 I _s 1 _ �� G CLASSROOM '-A 214 30 F GENERAL NOTES 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. SCIENCE PREP O 2” STAIRWAY 219 15 - =vV= - _�_ F =-z] 1 75 75 HALL ' °T �..-1 ._' -- T d r r7 T 1 r- 30 P 0430 —T I I- �_ F 30 _. r CLASSROOM S�z4 1 /Q CLASSROOM CLASSROOM _I F Ir F n 'IOC � 411 ! ! v -- 21d lW 1up, 30 A 5[�ENCECUSSROQM I I� � v�~ I lH k L /� -C� ll OH ®® \ 45 Q3 I _s 1 _ �� G CLASSROOM '-A 214 30 F GENERAL NOTES 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. SCIENCE PREP O 2” STAIRWAY 219 15 - =vV= - _�_ F =-z] 1 75 75 HALL ' °T �..-1 ._' -- T d r r7 T 1 r- 30 P 0430 —T I I- �_ F 30 _. r CLASSROOM S�z4 1 /Q CLASSROOM CLASSROOM _I F Ir F n 'IOC � 411 ! ! v -- /� -C� ll OH ®® \ 45 Q3 I _s 1 _ �� G CLASSROOM '-A 214 30 F GENERAL NOTES 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. SCIENCE PREP O 2” STAIRWAY 219 15 - =vV= - _�_ F =-z] 1 75 75 HALL ' °T �..-1 ._' -- T d r r7 T 1 r- 30 P 0430 —T I I- �_ F 30 _. r CLASSROOM S�z4 1 /Q CLASSROOM CLASSROOM _I F Ir F n 'IOC � 411 ! ! v -- 411 ! ! v -- -j" ? -n r o _...'r - ..,l l r 1__!_ Ll) J._ a l.� Ay - 3-0: T ?� � , ), i 1 ;, �I J I S �L 1 ;0 .Ii � /��' �,./_z Ls �. 1 II' `JI .F II (D 30 I- vt .. ... .J L_ CLASSROOM ® F T "1 I .! L_Ii'1 r- �� FACULTY LOON( WORKAREA 15 30 —J CLASSROOM ® H / r 11 I _ I D k ^. F f (I -'4 1 11 11 ( }�fl 1 r i 1/O _4 I 1/0 Ri c i i I i z w L 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT of TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. U 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL ra MU REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS " FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF " BY ARCHITECT. KEY PLAN I I - 1 1 I I L - -r L ti r_J B A I I I r- --I I I ___J L_J I I 300 I I ILL 400 500 E W N O N_ Z E O= 0 Z� O� CV Qz° J L 00 O O N U� v E U C LU N ii AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHIJ-t-- CROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT _I ( Ls �. 1 II' `JI .F II (D 30 I- vt .. ... .J L_ CLASSROOM ® F T "1 I .! L_Ii'1 r- �� FACULTY LOON( WORKAREA 15 30 —J CLASSROOM ® H / r 11 I _ I D k ^. F f (I -'4 1 11 11 ( }�fl 1 r i 1/O _4 I 1/0 Ri c i i I i z w L 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT of TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. U 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL ra MU REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS " FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF " BY ARCHITECT. KEY PLAN I I - 1 1 I I L - -r L ti r_J B A I I I r- --I I I ___J L_J I I 300 I I ILL 400 500 E W N O N_ Z E O= 0 Z� O� CV Qz° J L 00 O O N U� v E U C LU N ii AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHIJ-t-- CROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT _I ( �� FACULTY LOON( WORKAREA 15 30 —J CLASSROOM ® H / r 11 I _ I D k ^. F f (I -'4 1 11 11 ( }�fl 1 r i 1/O _4 I 1/0 Ri c i i I i z w L 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT of TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. U 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL ra MU REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS " FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF " BY ARCHITECT. KEY PLAN I I - 1 1 I I L - -r L ti r_J B A I I I r- --I I I ___J L_J I I 300 I I ILL 400 500 E W N O N_ Z E O= 0 Z� O� CV Qz° J L 00 O O N U� v E U C LU N ii AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHIJ-t-- CROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT _I ( i i I i z w L 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT of TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. U 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL ra MU REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS " FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF " BY ARCHITECT. KEY PLAN I I - 1 1 I I L - -r L ti r_J B A I I I r- --I I I ___J L_J I I 300 I I ILL 400 500 E W N O N_ Z E O= 0 Z� O� CV Qz° J L 00 O O N U� v E U C LU N ii AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHIJ-t-- CROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT _I ( KEY PLAN I I - 1 1 I I L - -r L ti r_J B A I I I r- --I I I ___J L_J I I 300 I I ILL 400 500 E W N O N_ Z E O= 0 Z� O� CV Qz° J L 00 O O N U� v E U C LU N ii AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHIJ-t-- CROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT _I ( AGENCY /CONSTR UCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHIJ-t-- CROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @huhzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT _I ( _ T _ S IE4.8 / 1/1 /O ,1 CLASSROOM F 203 /1 1/1 �j CLASSROOM pl HALL y I/O j /' 75 OP CLASSROOM ® 30 s 75 , BOOK \ STORAGE l / 1/0 O® 7 75 / SCIENCE PREP 207 75 1/0 VIDEO PRODUC ➢ON F V7 O S 1-y0 0pp i / \ 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL \ \ WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. \ 7. CONTRACTOR SHALL INDICATE IN TILT -UP WALL SHOP DRAWINGS, ALL ROUGH -IN LOCATIONS \ \ FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF \ WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. 2qp GENERAL NOTESo 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM Q3 DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) d o Cie CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. o 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED L u 0 OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN N N ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE H DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE E-- WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE 6 Q ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT J O° H ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND Y 6 s SPECIFICATIONS FOR LOCATIONS. " 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL 20 CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF E FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN LU UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT \ TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR \ LOCATIONS. \ 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL \ \ WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. \ 7. CONTRACTOR SHALL INDICATE IN TILT -UP WALL SHOP DRAWINGS, ALL ROUGH -IN LOCATIONS \ \ FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF \ WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. ® %J\ O M.D.F. Rat 0 O MECHANICAL 231 �J 4 232A KEY PLAN i r - -- � - - -� l 300 2qp -O I Q3 LU d o Cie a) o % 0 ® L u 0 o N N C O H O5 E-- Fr— ® %J\ O M.D.F. Rat 0 O MECHANICAL 231 �J 4 232A KEY PLAN i r - -- � - - -� l 300 z 2qp -O Q3 LU d o Cie a) o % 0 ® L u 0 o N N C O H O5 E-- Fr— C'4 z 6 Q ®a J O° H OC N Y 6 s U " E 20 E LU z -O Q3 IV Cie a) LL % 0 <O< 0 C'6 0 N C O O5 E-- Fr— C'4 12 6 Q Z J O° H OC N U N �C E 20 E LU NRm NOVEMBER 26, 2004 AGENCY /CONSTRUCTABIUTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ � BHU� C ROSS SHEEP consulting engineers, inc. � �. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general(�hultzbhucross.com Job Number: 03121 OF: BUILDING DEPARTMENT &QAM 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW AKK ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. KEY PLAN: r- -i _ I I r ti r_J B 1 fLd A r - -- L-J I I I I 1_J 500 100/ 200 S E W N Z O Q3 I_V ZE � N LU >- OE O 06C N 0 ZLn O:) H- C Q z J N 00 O O = to U} C� E = 0 E Lu HULTZ or BHU- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT D't NOVEMBER 26, 200 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E4.5 OF: c P E rn o GENERAL NOTES 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK ® t SYSTEM, TELEVISION, VIDEO, ETC ) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS r ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE ° DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR < LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. d 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V ° THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON O EACH SIDE OF THE DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. < a 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR R LAJ HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITH IN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. " 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW AKK ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. KEY PLAN: r- -i _ I I r ti r_J B 1 fLd A r - -- L-J I I I I 1_J 500 100/ 200 S E W N Z O Q3 I_V ZE � N LU >- OE O 06C N 0 ZLn O:) H- C Q z J N 00 O O = to U} C� E = 0 E Lu HULTZ or BHU- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT D't NOVEMBER 26, 200 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E4.5 OF: Q_ GENERAL NOTESi 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. w 0 ON q IL FA i I U v O KEY PLAN r - -i r' ti r- J g -i 500 100/ 200 S E W N Z 0 F— Q Q3 IV Z E � N LU >- 0 OCR < O C N O Z '- O F— F_ F5 CV Q Z J V) O° O L tU U N 'C 2 � E = o E w� HULTZ gr BHU+- CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 38 3-3283 general@hultzbhucmn.com Job Number: 03-111 BUILDING DEPARTMENT In ,y ms:NOVEMOER 26, 2004 AGENCY /CONSTRUCTABI UTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E4.6 OF: /z/j _ d 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY T PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT ° SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE z DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS d LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT e ` TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. d 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON 3 e ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL B o L REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT -UP WALL SHOP DRAWINGS, ALL ROUGH -IN LOCATIONS " FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. w 0 ON q IL FA i I U v O KEY PLAN r - -i r' ti r- J g -i 500 100/ 200 S E W N Z 0 F— Q Q3 IV Z E � N LU >- 0 OCR < O C N O Z '- O F— F_ F5 CV Q Z J V) O° O L tU U N 'C 2 � E = o E w� HULTZ gr BHU+- CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 38 3-3283 general@hultzbhucmn.com Job Number: 03-111 BUILDING DEPARTMENT In ,y ms:NOVEMOER 26, 2004 AGENCY /CONSTRUCTABI UTY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E4.6 OF: 1/8 - =1 7 GENERAL NOTESi 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR, MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT -UP WALL SHOP DRAWINGS, ALL ROUGH -IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. KEY PLAN : -_; r- A i � - - --' ` -' i 100/ 200 E W N Z 0 Q IV Z E oe N LLJ >- 0 O E O 06C N _O O 1` C'i Q Z J !Q O° 0 O L _17 N U� �E 2 0 E LU rr HULTZ gr BHU+- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT AGENCY /CONSTRUCTA BILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E4.7 OF: 11 r u Z aa� �a e g $ € � o E ® t V y H T ® 6 y �J u � u R Liu 6 Z 0 Q IV Z E oe N LLJ >- 0 O E O 06C N _O O 1` C'i Q Z J !Q O° 0 O L _17 N U� �E 2 0 E LU rr HULTZ gr BHU+- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT AGENCY /CONSTRUCTA BILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 SHEET E4.7 OF: 11 r u 7- - ii SEE SHEET E4.7 MATCH LIME r GENERAL NOTES. z 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL/SYSTEM 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH DIVISION 15 CONTRACTOR. WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR SPECIFICATIONS FOR LOCATIONS. LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR COORDINATE WITH DIVISION 15 CONTRACTOR. ADDITIONAL ELECTRICAL INFORMATION. WOMEN � I P.E.GIRI�� /� -- i ---�L— << Et -LOCKER 514 O ® STAR O v 'Ar ( /) F O F so9 a 30 S.s s6 Q 6 JE V 7 SHOWER V 'SOILET OK OM L. LAHN 30 OFFICE 1/1 Q ti7, 1 /1 STAR V "� 0 MEN �t �_Z. T -7 30 F / HE T H _ 7 t r QQ \ O V J/C IL !L30 � 15 I I < \ ` \ 3O __ J 1 STORAGE ® 519 F J - -! -- L. \\ Ltj �tRLS M rte, R .. _ I__ / \ .. I - -� � El j STORAGES 1__ rl �'� l _ VARSRY GIRL'S _ ' LOCKER ROOM i j \ .SH'EIIS i� --'� STORAGE �J I 1t_r_ �N� / / / _ �30_rl s2o — -- -- — — - O - - -� -- r i- J 611 12 . r l 1 SIOBAGE r-� ++ 1��f 1 \ `- Q F 110 �— - -I 110 1/0 15 110 110 TRAINING J' Room `7p _ 1+ F ro L - -J R Ij i MECHANICAL 1 i x ELECTRICAL 521 \` 1/0 1/0_ MECHANICAL LOFT O 1 1/1 N 1/0 O 70® s 10 4— 7,r— i1 WOGHT ROOM 1 (5° 1 /0 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. SEE SHEET E4.7 � 7 YATCH LWE J y 75 1/0 V p +84 "� +84 1/0 ® O iI 0 VP I z N � I- § 5 it ii ii - _ o E / ® 1 p y UH • z p �r ®; Sal U U b OSP A n sP sP �I I �: II MNASU r h 110 TRAINING J' Room `7p _ 1+ F ro L - -J R Ij i MECHANICAL 1 i x ELECTRICAL 521 \` 1/0 1/0_ MECHANICAL LOFT O 1 1/1 N 1/0 O 70® s 10 4— 7,r— i1 WOGHT ROOM 1 (5° 1 /0 7. CONTRACTOR SHALL INDICATE IN TILT —UP WALL SHOP DRAWINGS, ALL ROUGH —IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. SEE SHEET E4.7 � 7 YATCH LWE J y 75 1/0 V p +84 "� +84 1/0 ® O iI 0 VP I KEY PLAN I g L - -, A i r---, � - - -� L_J i I I i 300 L_J z z § 5 j �Il ii o KEY PLAN I g L - -, A i r---, � - - -� L_J i I I i 300 L_J nwr NOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHU- C ROSS SHEET consulting engineers, Inc. ��.� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT z z § 5 j UU o E ® U p y UH • z p ®; Sal U U b nwr NOVEMBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHU- C ROSS SHEET consulting engineers, Inc. ��.� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 general@hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT I GENERAL NOTES 1. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL /SYSTEM DEVICES (FIRE ALARM, SOUND SYSTEMS, INTERCOM, CLOCK SYSTEM, TELEVISION, VIDEO, ETC.) CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4 "C TO ALL SIGNAL /SYSTEM DEVICES. 2. CONNECT FIRE /SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE /SMOKE DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 3. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 4. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR /CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. SIGNAL FLOOR PLAN BUILDING 500 - UPPER LEVEL SCALE: 1/8 " =1' -0" (1) N 5. FURNISH DUAL CONTACTOR DUCT SMOKE DETECTOR, INCLUDING SAMPLING TUBE TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 6. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION. 7. CONTRACTOR SHALL INDICATE IN TILT -UP WALL SHOP DRAWINGS, ALL ROUGH -IN LOCATIONS FOR ELECTRICAL EQUIPMENT A MINIMUM OF TWO (2) WEEKS PRIOR TO CONSTRUCTION OF WALLS. WALLS SHALL NOT BE CONSTRUCTED UNTIL REVIEWED, APPROVED AND SIGNED OFF BY ARCHITECT. KEY PLAN : r - -, -- r' ti r-J I I B L-'1 A I I r - -- I L_J 300 I I I L_J !:: 100/ 200 S E W N t1 Z O � Q Q3 IV Z E � N W Q C O 06 U C N O zN O� -C CV Q Z J N O° OF- 20 U� GO E = O �E W HULTZ ,w BHU - C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383.3283 general@hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT in 04 NOVEMBER 26, 2004 AGENCY/CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E4.9 OF: L a 4 d � o IIgg`�pp u N T Z 6 y r E U Y j6 u Z O � Q Q3 IV Z E � N W Q C O 06 U C N O zN O� -C CV Q Z J N O° OF- 20 U� GO E = O �E W HULTZ ,w BHU - C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383.3283 general@hultzbhucross.com Job Number. 03 -111 BUILDING DEPARTMENT in 04 NOVEMBER 26, 2004 AGENCY/CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E4.9 OF: BUILDING 100 AND 200 POWER RISER DIAGRAM NOT TO SCALE KEY PLAN r - -1 I I r' ti r_J B L_ -7 A I I �_ I I I r--- I I �_--� � I i 300 I I L_J 500 t00/ 200 S E W N / 1 1 A 4366 _ IRMNOVEMBER 26, 2004 AGENCY /CONSTR UCTABI LITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHU - C ROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT — /�/ C e ^ly/n y[ uui O ` � Y o ° E c u N T 6 O � Y u 0 g R m 4 / 1 1 A 4366 _ IRMNOVEMBER 26, 2004 AGENCY /CONSTR UCTABI LITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 HULTZ ar BHU - C ROSS SHEET consulting engineers, W inc. ■ 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT * MOTOR RATED TOGGLE SWITCH MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE ITEM DESCRIPTION LOCATION VOLTS PHASE HP KW MIN. CIRCUIT AMPS DISC. SWITCH FUSES MAGNETIC STARTER DISC. SW. FEEDER CIRCUIT NUMBER NOTES 1 AIR HANDLING UNIT BLDG 100/200 480 3 - - - - - - - EF 1"14 EXHAUST FAN BLDG. 100/200 - e2 H AIR HANDLING UNIT BLDG 100/200 480 3 - - EF 1:-15 EXHAUST FAN BLDG. 100/200 - 3 e AIR HANDLING UNIT BLDG 100/200 480 3 - - • Z q EF EXHAUST FAN KILN ROOM 120 H 4 AIR HANDLING UNIT BLDG 100/200 480 3 - 3/4 "C -2//12 CU & 1 #12 CU GRD EF x-7-7 EXHAUST FAN KILN ROOM 120 1 1/- d *1P20 e5 H AIR HANDLING UNIT BLDG 100/200 480 3 EF 3=3 EXHAUST FAN BLDG 300 120 1 1/3 - - *11`20 6 AIR HANDLING UNIT BLDG 100/200 480 3 EF ¢ EXHAUST FAN BLDG 300 480 3 2 - - 31`20 6.25 - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF 3 M5 EXHAUST FAN BLDG 300 120 1 1/3 - - *1P20 e BOILER - 120 1 - - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD - *1P20 /B\ � BOILER - 120 1 EF - * 1P20 *1P20 - - - 3/4 "C -2 #12 CU & 1 #12 CU GRD - *1P20 e BOILER BLDG. 500 120 1 - - - *1P20 - 3/4 "C -2 #12 CU & 1 #12 CU GRD /20 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG 400 - - - - - ®C CIRCULATION PUMP BLDG. 100/200 - EF EXHAUST FAN BLDG 500 120 1 — - A? P CIRCULATION PUMP BLDG. 300 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG 500 120 1 /20 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRID CH 1 CHILLER - 480 3 - GF 1 GAS FURNACE WRESTLING/ AEROBICS 480 3 10 - 17 3P30 20 - 3/4 "C -3 #10 CU & 1 #10 CU GRD /G—F\ 2 GAS FURNACE MAIN GYM 480 3 20 - 33 3P60 40 - 1 "C -3 #6 CU & 1 #10 CU GRD CP CIRCULATION PUMP BLDG. 100/200 120 1 - - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD - 1 "C -3 #6 CU & 1 #10 CU GRD /C—P\ CIRCULATION PUMP BLDG. 300 - - 480 3 3 - 6 3P20 8 - 3/4 "C -3 #12 CU & 1 #12 CU GRD CP CIRCULATION PUMP BLDG. 400 120 1 1/6 1 *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD - 1 "C -3 #6 CU & 1 #10 CU GRD /C—P\ CIRCULATION PUMP BLDG. 500 GAS FURNACE TRAINING/ CORRIDOR 480 3 2 - 4 3P20 6.25 - 3/4 "C -3 #12 CU & 1 #12 CU GRD GF 7 GAS FURNACE WEIGHT ROOM 480 3 5 - 10 3P20 15 - 3/4 % -3 #12 CU & 1 #12 CU GRD P 1 AIR COMPRESSOR - - 3 10 eHEAT 1 RECOVERY UNIT BLDG 500 480 3 11 11 3P20 20 - 3/4 "C -3 #12 CU & 1 #12 CU GRD CU 1A OUTDOOR SPLIT SYSTEM LOWER ROOF 208 1 - - 11 *1P20 15 - 3/4 "C -3 #12 CU & 1 #12 CU GRD CU 2A OUTDOOR SPLIT SYSTEM LOWER ROOF 120 1 - - 1 U 1 AIR HANDLING UNIT BLDG 100/300 480 3 - CU 18 INDOOR SPLIT SYSTEM WALL - - - - - *1P20 15 - 3/4 "C -2 #12 CU & 1 #12 CU GRD CU 28 INDOOR SPLIT SYSTEM WALL RADIANT CEILING HEAT TICKET BOOTH - 1 - .25 - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD CU 3B INDOOR SPLIT SYSTEM - - - X EF EXHAUST FAN BLDG. 100/200 120 1 1/6 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF NEY EXHAUST FAN BLDG. 100/200 - EF EXHAUST FAN BLDG. 100/200 120 1 1/6 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG. 100/200 120 1 - * 11`20 *11`20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF lu EXHAUST FAN BLDG. 100/200 - - 1/8 EF NEV EXHAUST FAN BLDG. 100/200 120 1 1/6 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF 7 EXHAUST FAN BLDG. 100/200 - - - - - - EF EXHAUST FAN BLDG. 100/200 - - - - - - EF EXHAUST FAN BLDG. 100/200 - - - - - - EF 1`1p EXHAUST FAN BLDG. 100/200 - - - - - - EF 1,=,11 EXHAUST FAN BLDG. 100/200 - - - EF 1z-12 EXHAUST FAN BLDG. 100/200 - - - * MOTOR RATED TOGGLE SWITCH * MOTOR RATED TOGGLE SWITCH KEY PLAN --i H ti r -' B l -- L___I L_J 300 IL 11 400 500 100/ 200 S E W N MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE ITEM DESCRIPTION LOCATION VOLTS PHASE HP KW MIN. CIRCUIT AMPS DISC. SWITCH FUSES MAGNETIC STARTER DISC. SW. FEEDER CIRCUIT NUMBER NOTES EF 1zl,3 EXHAUST FAN BLDG. 100/200 - - - - - - - - - EF 1"14 EXHAUST FAN BLDG. 100/200 - - - - - - - - - EF 1:-15 EXHAUST FAN BLDG. 100/200 - - - - - - - - - • Z q EF EXHAUST FAN KILN ROOM 120 1 1/I - *11`20 - - 3/4 "C -2//12 CU & 1 #12 CU GRD EF x-7-7 EXHAUST FAN KILN ROOM 120 1 1/- d *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF 3=3 EXHAUST FAN BLDG 300 120 1 1/3 - - *11`20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF ¢ EXHAUST FAN BLDG 300 480 3 2 - - 31`20 6.25 - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF 3 M5 EXHAUST FAN BLDG 300 120 1 1/3 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG 400 120 1 1/3 _ - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG 400 120 1 1/16 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG 400 120 1 /20 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG 400 - - - - - - - - - EF EXHAUST FAN BLDG 500 120 1 — - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD EF EXHAUST FAN BLDG 500 120 1 /20 - - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRID GF 1 GAS FURNACE WRESTLING/ AEROBICS 480 3 10 - 17 3P30 20 - 3/4 "C -3 #10 CU & 1 #10 CU GRD /G—F\ 2 GAS FURNACE MAIN GYM 480 3 20 - 33 3P60 40 - 1 "C -3 #6 CU & 1 #10 CU GRD GF 3 GAS FURNACE MAIN GYM 480 3 20 - 33 3P60 40 - 1 "C -3 #6 CU & 1 #10 CU GRD GF 4 GAS FURNACE CONCESSIONS 480 3 3 - 6 3P20 8 - 3/4 "C -3 #12 CU & 1 #12 CU GRD /-G—F\ 5 GAS FURNACE AUX. GYM 480 3 20 - 33 3P60 40 - 1 "C -3 #6 CU & 1 #10 CU GRD Gf 6 GAS FURNACE TRAINING/ CORRIDOR 480 3 2 - 4 3P20 6.25 - 3/4 "C -3 #12 CU & 1 #12 CU GRD GF 7 GAS FURNACE WEIGHT ROOM 480 3 5 - 10 3P20 15 - 3/4 % -3 #12 CU & 1 #12 CU GRD eHEAT 1 RECOVERY UNIT BLDG 500 480 3 11 11 3P20 20 - 3/4 "C -3 #12 CU & 1 #12 CU GRD R 2 HEAT RECOVERY UNIT BLDG 500 480 3 - U 1 AIR HANDLING UNIT BLDG 100/300 480 3 - C 1 RADIANT CEILING HEAT TICKET BOOTH 120 1 - .25 - *1P20 - - 3/4 "C -2 #12 CU & 1 #12 CU GRD * MOTOR RATED TOGGLE SWITCH KEY PLAN --i H ti r -' B l -- L___I L_J 300 IL 11 400 500 100/ 200 S E W N Z O F- Q N3 Z� W r Q T CO C O C N O Zy OD r) CV 12 6 Q Z J N 00 O O F- = rn U::. N C 2 � C= O J E LL HULTZ ,w BHU+- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03-111 BUILDING DEPARTMENT 111 *q AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E5.4 OF: (lam O, V LLJ d o II �l�pI U N pp LJ w • Z q 0 6 d d n .o o uui 4 Z O F- Q N3 Z� W r Q T CO C O C N O Zy OD r) CV 12 6 Q Z J N 00 O O F- = rn U::. N C 2 � C= O J E LL HULTZ ,w BHU+- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383 -3283 general@hultzbhucross.com Job Number: 03-111 BUILDING DEPARTMENT 111 *q AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E5.4 OF: MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE LOCATION VOLTS PHASE HP KW MIN. CIRCUIT AMPS DISC. SWITCH MIN. MAGNETIC STARTER DISC. SW. FEEDER MAGNETIC NOTES 1z:25 VAV BOX ITEM DESCRIPTION LOCATION VOLTS PHASE - CIRCUIT DISC. FUSES STARTER FEEDER CIRCUIT NOTES BLDG 100/200 277 1 - - - 5KW AMPS SWITCH - DISC. SW. NUMBER VAV BOX P ROOFTOP ROOF 480 3 - 9.2 31`20 - - 3/4 "C -3 #12 CU lzj22 VAV BOX BLDG 100/200 UNIT 1 - - - - - - - & 1 #12 CU GRD 1z:j2 VAV BOX e2 1` ROOFTOP ROOF 480 3 1 9.2 3P20 - - 3/4 "C -3 #12 CU 1z--3P VAV BOX BLDG 100/200 UNIT 1 - - - - - - - - & 1 #12 CU GRD 1,731 VAV BOX P ROOFTOP ROOF 480 3 1 9.2 3P20 - - 3/4 "C -3 #12 CU Q 2-J VAV BOX 1a7 UNIT - - - - - - - - - & 1 #12 CU GRD 2::2 VAV BOX P ROOFTOP ROOF 480 3 1 16 3P30 - - 3/4 "C -3 #10 CU zz� VAV BOX 4 UNIT - - - - - - - - - & 1 #10 CU GRD 2z-4 VAV BOX e1` ROOFTOP ROOF 480 3 1 16 3P30 - - 3/4 "C -3 #10 CU 2Z5 VAV BOX 5 UNIT - - - - - - - - - & 1 #10 CU GRD 2=5 VAV BOX PP ROOFTOP ROOF 480 3 1 16 31330 - - 3/4 "C -3 #10 CU 2=2 VAV BOX 6 UNIT - - - - - - - - - & 1 #10 CU GRD 3/4 "C -3 #10 CU Q 2=$ VAV BOX BLDG 100/200 ROOFTOP ROOF 480 3 1 16 3P30 - 7 UNIT 0 9"-9 VAV BOX BLDG 100/200 - - - - - - & 1 #10 CU GRD - - P ROOFTOP ROOF 480 3 1 17.6 3P30 - - 3/4 "C -3 #10 CU - - 8 UNIT /A Z-1,1 VAV BOX BLDG 100/200 - - - - - - & 1 #10 CU GRD - - e1` ROOFTOP ROOF 480 3 1 16 3P30 - - 3/4 "C -3 #10 CU - - 9 UNIT 1 VAV BOX BLDG 100/200 - - - - - - & 1 #10 CU GRD 3/4 "C -3 #10 CU - - P ROOFTOP ROOF 480 3 1 16 3P30 - 'a7 UNIT - - - - 1 -1-15 VAV BOX BLDG 100/200 - & 1 #10 CU GRD 3/4 "C -3 #10 CU - - - e1 1` ROOFTOP ROOF 480 3 1 12.8 3P20 - 1 UNIT - - & 1 #10 CU GRD 3/4 "C -3 #10 CU WATER HEATER BLDG. 100/200 P ROOFTOP ROOF 480 3 1 15.7 3P30 - 12 UNIT WATER HEATER BLDG. 100/200 120 - - - - - - & 1 #10 CU GRD - P ROOFTOP ROOF 480 3 1 16 31`30 - - 1- 1/4 "C -4 #6 CU - 13 UNIT WATER HEATER BLDG. 300 - - - - - - - & 1 #10 CU GRD 3/4 "C -3 #12 CU - eP ROOFTOP ROOF 480 3 1 13.2 3P20 - 14 UNIT - - WATER HEATER BLDG. 500 120 1 & 1 #12 CU GRD - - - - - CIRCULATION BLDG. - - - - - - - - ®C PUMP 100/200 - - - CIRCULATION BLDG. - - - - - - PUMP 300 - - - - Q VAV BLDG 277 1 - - - - Lj BOX 100/200 - VAV BLDG 277 1 - - - - - - - j_2 BOX 100/200 - - - - VAV BLDG 277 1 - - - - j BOX 100/200 - - - - AV� VAV BLDG 277 1 - - - - 'L4 BOX 100/200 - VAV BLDG 277 1 - - - - - - - (� BOX 100/200 - - - - VAV BLDG 277 1 - - - - (_§ BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1✓7 Box 100/200 - VAV BLDG 277 1 - - - - - - - L$ BOX 100/200 - - - - Q VAV BLDG 277 1 - - - - j=-9 BOX 100/200 - VAV BLDG 277 1 - - - - - - 1_1q BOX 100/200 - VAV BLDG 277 1 - - - - - - - 1,=11 BOX 100/200 - VAV BLDG 277 1 - - - - - - - 1ZL1-2 BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1 _1,3 BOX 100/200 - Q VAV BLDG 277 1 - - - - - - - 1"14 BOX 100/200 - A�-- VAV BLDG 277 1 - - - - - - - 1=lj BOX 100/200 - - - - /A VAV BLDG 277 1 - - - - lz-16 BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1z--1 7 BOX 100/200 - VAV BLDG 277 1 - - - - - - - 1 al-8 BOX 100/200 - VAV BLDG 277 1 - - - - - - - 1 ,--13 BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1`2P BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1'zz1 BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1z:.22 BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1`2,3 BOX 100/200 - - - - VAV BLDG 277 1 - - - - 1"24 BOX 100/200 - * MOTOR RATED TOGGLE SWITCH MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE ITEM DESCRIPTION LOCATION VOLTS PHASE HP KW MIN. CIRCUIT AMPS DISC. SWITCH FUSES MAGNETIC STARTER DISC. SW. FEEDER CIRCUIT NUMBER NOTES 1z:25 VAV BOX BLDG 100/200 277 1 - - - - - - - - Q 1,=26 VAV BOX BLDG 100/200 277 1 - - - - - - - - 1z:2�7 VAV BOX BLDG 100/200 277 1 - - - - - - - - lzj22 VAV BOX BLDG 100/200 277 1 - - - - - - - - 1z:j2 VAV BOX BLDG 100/200 277 1 - - - - - - - - 1z--3P VAV BOX BLDG 100/200 277 1 - - - - - - - - 1,731 VAV BOX BLDG 100/200 277 1 - - - - - - - - Q 2-J VAV BOX BLDG 100/200 - - - - - - - - - - 2::2 VAV BOX BLDG 100/200 - - - - - - - - - - zz� VAV BOX BLDG 1001200 - - - - - - - - - - 2z-4 VAV BOX BLDG 100/200 - - - - - - - - - - 2Z5 VAV BOX BLDG 100/200 - - - - - - - - - - 2=5 VAV BOX BLDG 100/200 - - - - - - - - - - 2=2 VAV BOX BLDG 100/200 - - - - - - - - - - Q 2=$ VAV BOX BLDG 100/200 - - - - - - - - - - 0 9"-9 VAV BOX BLDG 100/200 - - - - - - - - - - 2-110 VAV BOX BLDG 100/200 - - - - - - - - - - /A Z-1,1 VAV BOX BLDG 100/200 - - - - - - - - - - Q 2=12 VAV BOX BLDG 100/200 277 - - - - - - - - - 1 VAV BOX BLDG 100/200 277 - - - - - - - - - 2-114 VAV BOX BLDG 100/200 277 - - - - - - - - - 1 -1-15 VAV BOX BLDG 100/200 - - - - - - - - - - WH WATER HEATER BLDG. 100/200 120 1 - - - - - - - /W—H\ WATER HEATER BLDG. 100/200 120 1 - - - - - - - WH WATER HEATER BLDG. 100/200 208 3 - - - - - - - /W—H\ WATER HEATER BLDG. 300 - - - - - - - - - /W—H\ WATER HEATER BLDG. 400 120 1 - - - - - - - e WATER HEATER BLDG. 500 120 1 - - - - - - - * MOTOR RATED TOGGLE SWITCH KEY PLAN : L ti r B L-1 A I I I I r - - -, I ___� �_� I I 300 I I 500 100/ 200 S E W N z w cV G z 0 a U f3 ry 4 Pi�NOVEAIBER 26, 2004 AGENCY /CONSTR UCTA BILITY PROJECT: 03111 DRAWN: DATE: 16 JAN 2004 HULTZ gr BHLT-i,- CROSS SHEET consulting engineers, W inc. ��.� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383.3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT �N1 6.00" TELEPHONE /DATA HUBBELL #S3826 \,> 1" TRADE SIZE, -' \\ TYPICAL � 70 Og, 7B)b itrl. GENERAL NOTES 690 1. IN ADDITION TO PARTS NOTED ON FLOOR BOX SKETCH, CONTRACTOR SHALL PROVIDE (3)S5017G BRASS ADAPTER PLATES WITH GROUNDING LUGS AND (3)PFBRAC NON- METALLIC ADAPTER COLLARS. FINISH GRADE STRUCTURAL CONCRETE PAD Io „ I . L. {a QO.. Q. <I Ia a a p < rl M 4 REBAR WITH —/' 3 TIES ALL AROUND FILL AROUND FIXTURE WITH SAND TYPICAL FLOOR BOX NOT TO SCALE HUB LID a da < d \ A ELECTRICAL PLATES HUBBELL #S3825 TRIM PLATE HUBBELL #SB3085 HUBBELL BOX #PFBRG3 e INSTALLATION DETAIL FOR FIXTURE NOT TO SCALE CONDUIT MINIMUM 4" ALL ROUND NEUTRAL 277V LINE CIRCUIT Z_ u s z M SENSOR MANUAL TOGGLE SWITCH B A B A TYPICAL TWO BALLAST J 3 LAMP FLUORESCENT LIGHT FIXTURE OCCUPANCY SENSOR, LIGHT SWITCH A WATT STOPPER WI- 277A- 12- ASP112 111111507-TIM =1�4 000 4" SQUARE, 2 -1/4" DEEP JUNCTION BOX WITH DOUBLE GANG MUDRING CEILING SENSOR g g SCREWS FRONT COVER v �`tj I LOAD I =i'1611, BOX MOUNTED IN SOFFITT eTYPICAL SOFFITT CAMERA MOUNT E5.5 NOT TO SCALE KEY PLAN: r --r � - -i I I r ti r -ji I I B iL__r A I I I I I I 500 100/ 200 S E W N Z O Q3 IV Z E LU } Q OC: O C.6U vi o Z- 0D (V Q Z J N O° O� = VV) U} N _D C� E = o E LLJ n Y a1a[s:NOVEMBER 26, 200 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 HULTZ w BHU-,-- C Ross SHEET consulting engineers, c. ��.� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383.3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT [uu1 a Yt O ©E r u y e/ N •T Z 0 6 a U U 0 0 a v R u u i Z O Q3 IV Z E LU } Q OC: O C.6U vi o Z- 0D (V Q Z J N O° O� = VV) U} N _D C� E = o E LLJ n Y a1a[s:NOVEMBER 26, 200 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 HULTZ w BHU-,-- C Ross SHEET consulting engineers, c. ��.� 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383.3283 general @hultzbhucross.com Job Number: 03 -111 OF: BUILDING DEPARTMENT 10' -0" VIDEO /CONTROL CABLE BY OTHERS -0" I MOUNTING HARDWARE AND NEMA C r EQUIPMENT CABINET BY OTHERS 3/4" AND 4 "— WATERTIGHT FLEX BY OTHERS PROVIDE - THREADED END CAPS CAMERA MOUNTING HARDWARE POLE ADAPTER AND MOUNTING STRAPS BY OTHERS PROVIDE (2) STAINLESS STEEL BIRD SPIKE STRIPS ON LIGHT FIXTURE, MAST AREA AND POLE TOP. LIGHTING FIXTURE TYPICAL. PROVIDE 4" SQUARE STEEL POLE. PAINTED TO MATCH LIGHT FIXTURE. PROVIDE GROUND LUG, FUSE BLOCK AND FUSES #10 BARE COPPER GROUND WIRE TO 3/4" x 8' COPPER WELD 3/4' AND 4" GROUND ROD AND BRONZE CLAMP 2' -0" GALVANIZED RIGID AT EACH POLE BASE. STEEL CONDUIT 1 SEE STRUCTURAL FOR DEPTHS AND CONCRETE BASE REQUIREMENTS — { 24 "0 FINISHED GRADE OR CURB —GROUND ROD MINIMUM .75" CONDUIT REPAIR SURFACE TO MATCH EXISTING BELOW 600 VOLTS = 24" ABOVE 600 VOLTS = 36" 3" 3" 3" 3 FINISHED GRADE RED 'TERRA TAPE" WARNING TAPE (ELEC. BURIED BELOW) CONDUIT(S) NATIVE BACKFILL, CLEANED OF ORGANIC MATERIAL AND COBBLES LARGER THAN 3" IS ACCEPTABLE. COMPACT TO 95% TYPICAL CONDUIT TRENCHING NOT TO SCALE 2 - -0" MINIMUM ; 5' -0" CONCRETE COVER TYPICAL PROVIDE (2) STAINLESS STEEL BIRD SPIKE STRIPS ON LIGHT FIXTURE LIGHTING FIXTURE(S) SQUARE STEEL POLE PAINTED TO MATCH LIGHT FIXTURE HANDHOLE PROVIDE GROUND LUG AND FUSES --1 24 "O I �- SACK FINISH (TYPICAL) EIGHT #4 BARS EVENLY SPACED FINISHED GRADE OR CURB MINIMUM .75" RIGID GALVANIZED STEEL WITH THREADED AND CAPPED FLUSH FITTING #4 HOOPS V -0" CENTERS L 12" MAX. VARIABLE 12" MAX. 7' MIN. CONDUIT 8' MIN. 4 -1/2" MINIMUM 36" MINIMUM COVER OVER CONDUIT I I \ END BUSHING. STANDOFF BRACKET TYPICAL WITH 2 -PIECE CLAMPS SUITED TO PIPE SIZE AND TYPE. ONE BRACKET PER 7' CONDUIT LENGTH. CONDUIT. FEMALE ADAPTER COUPLING. ONE FULL LENGTH OF CONDUIT. F CONDUIT AND COUPLING SHALL BE 1 /2- LAPPED WITH PROPER TAPE FOR 8" ABOVE AND BELOW GROUND LINE. FOR CONTINUATION SEE SITE PLAN. POLE RISER ASSEMBLY NOT TO SCALE 2' -0" MINIMUM 3" 4' -0" CONCRETE COVER TYPICAL a '. —'1 24 "0 I PROVIDE (2) STAINLESS STEEL BIRD SPIKE STRIPS ON LIGHT FIXTURE LIGHTING FIXTURE HOUSE SIDE SHIELD SQUARE STEEL POLE PAINTED TO MATCH LIGHT FIXTURE HANDHOLE PROVIDE GROUND LUG AND FUSES SACK FINISH (TYPICAL) EIGHT #4 BARS EVENLY SPACED FINISHED GRADE OR CURB MINIMUM .75" RIGID GALVANIZED STEEL WITH THREADED AND CAPPED FLUSH FITTING #4 HOOPS 1' -0" CENTERS LIGHT POLE AND CONCRETE BASE NOT TO SCALE KEY PLAN I I I- -' -1 I I Lj 500 100/ 200 S E W N Z 0 N_ Z E w W LL >- O= O Cd C N O Z "- O� CV Q Z J Ln O° O� t = cn U� N �C E <2 O J E LLI HULTZ g. BHU - C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT o� %A�NOVEIABER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 SHEET E5.7 OF: z0 rn •N n p� � lCi O ry 32 O O ®_s E ® L U h Y, z i ©d U d - i Z 0 N_ Z E w W LL >- O= O Cd C N O Z "- O� CV Q Z J Ln O° O� t = cn U� N �C E <2 O J E LLI HULTZ g. BHU - C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 03 -111 BUILDING DEPARTMENT o� %A�NOVEIABER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03-111 DRAWN: DATE: 16 JAN 2004 SHEET E5.7 OF: NOTES 1. TERMINATE ALL CONDUCTORS OF ALL CABLE ON RECEPTACLES (JACK INSERTS). 2. CABLES FROM EACH VOICE & DATA RECEPTACLE (JACK INSERT) IN EACH OUTLET SHALL BE HOMERUN TO THE MDF INDICATED ON THE PLANS, WITHOUT SPLICES OR TAPS. CABLE LENGTH SHALL NOT EXCEED 290'. RE —ROUTE & /OR PROVIDE ADDITIONAL RACEWAYS AS REQUIRED IF 290' LIMITATION IS EXCEEDED. NOT TO 1 -1/4" CONDUIT 1 -1/4" PATH THROUGH CONNECTOR NOTE: ENLARGE KNOCKOUT IN BOX TO MAINTAIN 4- 11/16" SQUARE BY 2 -1/8" 4- 11/16" S( SINGLE GANG 4 x i 1 120VAC, 1PH, SEE PANEL SCHEDULES FOR CIRCUIT CONNECTION H N PROVIDE CIRCUIT BREAKER WITH HANDLE LOCK —ON FEATURE lI FIRE ALARM �) CONTROL PANEL 24VDC FROM POWER SUPPLY I L� I I I R I I I I I I I AUXILIARY CONTACT FOR HVAC SYSTEM — LAUXILIARY CONTACT FROM FIRE SHUTDOWN. COORDINATE WITH TEMPERATURE ALARM ZONE IN WHICH DAMPERS CONTROL OR EMCS SUBCONTRACTOR ARE LOCATED (3) CAT 5e CABLES BACK TO PATCH PANEL O O O 4S DEEP JUNCTION BOX WITH CONTROL RELAY WITH CONTACTS RATED 20AMP /120VAC WITH 24VDC COIL. COORDINATE WITH FIRE ALARM SYSTEM SUPPLIER. RELAY: DAYTON #2A544 OR EQUAL. TYPICAL FIRE /SMOKE DAMPER MOTOR, FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. ALL ELECTRICAL WIRING, CONNECTIONS AND TESTING BY ELECTRICAL CONTRACTOR. REFER TO DRAWINGS FOR LOCATION AND QUANTITIES. 3/4 "C— (2) #18 2P1 -36 NOT TO SCALE ELEVATOR MAIN DISCONNECT SHUNT TRIP CIRCUIT BREAKER IN NEMA 1 ENCLOSURE. LOCATE IN ELEVATOR EQUIPMENT ROOM m NEAR DOOR. LV1 EXTERIOR LIGHTING CONTROL DESCRIPTION 1. ALL LOW VOLTAGE CONTROL PANELS SHALL BE NETWORKED TO ALLOW ONE PHOTOCELL INPUT TO CONTROL ALL EXTERIOR LIGHTING. DOUGLAS 7 LOCATED ON N ROOF 2. EXTERIOR LIGHTING SHALL BE PHOTOCELL CONTROLLED WITH TIMER OVERRIDE. TIMER SCHEDULE: SEE GYM FOR BUS LOOP (TCE1) 5:00 AM QUANTITY PARKING LOT (TCE2) 5:00 AM CANOPY (TCE3) 5:00 AM BLDG. PERIMETER (TCE4) 5:00 AM Fv COURTYARD (TCE5) 5:00 AM 3. A MASTER EXTERIOR LIGHT SWITCH (ON /OFF) SHALL BE PROVIDED IN THE MAIN OFFICE (RM. 128). ELEVATOR /_t__1 TO ELEVATOR POWER EQUIPMENT SOURCE SHUNT TRIP CONTROL CIRCUIT �_ — LOCATED IN NAMEPLATE ELEVATOR N P EQUIPMENT ROOM AND BE sT (TYPICAL) IDENTIFIED WITH ENGRAVED NAMEPLATE: "SHUNT TRIP DISCONNECT". —1--- CONTROL POWER TRANSFORMER (CPT) 24 VAC SHUNT HD PRIMARY VOLTAGE AND VA CAPACITY TRIP COIL AND CLEARING CONTACT NP HEAT DETECTOR CONTACTS ___/ Hp IN PARALLEL, SEE NOTES 11 N P 2 AND 3. NOTES AS SHALLQBE, 2 VAC• PROVIIDEV GE CPT PRIMARY AND SECONDARY FUSING PER NEC 450. N P c I1— GROUND PER NEC 250. 1� — — TRIP POWER STATUS GREEN LED PILOT LIGHT. PROVIDE ENGRAVED NAMEPLATE: "SHUNT TRIP POWER READY ". 1. A TOP OF HOISTWAY 135F FIXED TEMPERATURE HEAT DETECTOR(S) SHALL BE LOCATED WITHIN 18 INCHES OF EACH SPRINKLER HEAD. 2. A 135'F FIXED TEMPERATURE HEAT DETECTOR SHALL BE LOCATED WITHIN THE ELEVATOR EQUIPMENT ROOM. 3. HEAT DETECTORS SHALL BE AN AUXILIARY FUNCTION OF THE ELEVATOR EQUIPMENT ONLY AND EACH SHALL BE IDENTIFIED WITH A NAMEPLATE: "ELEVATOR CONTROL ONLY — DO NOT TEST ". 4. MOUNT CONTROL CIRCUIT DISCONNECT, FUSES WITH FUSE BLOCKS AND CPT IN AN 8 "x8 "x6" HINGED NEMA 1 ENCLOSURE ADJACENT TO THE ELEVATOR MAIN DISCONNECT SHUNT TRIP BREAKER. 5. SYSTEM TO BE INSTALLED PER WASHINGTON ADMINISTRATIVE CODE, WAC 296 -81 -277 AND TESTED PER NFPA 72. INTERIOR LIGHTING CONTROL DESCRIPTIONi 1. ALL ROOMS WITH A WATTSTOPPER AS -110 SWITCH (DESIGNATED AS 110 WALL SWITCH UNDER "LOCAL SWITCH" COLUMN ON LOW VOLTAGE LIGHTING CONTROL PANEL SCHEDULES) SHALL BE PROGRAMMED TO RECEIVE A TWO SECOND POWER OFF FROM THE LOW VOLTAGE CONTROL PANEL. THIS TWO SECOND POWER OFF SHALL INITIATE A FIVE MINUTE DELAY BEFORE SHUTTING LOAD OFF. THE LOCATOR LIGHT SHALL BLINK AND THE AUDIBLE BEEP SHALL SOUND ON THE AS -110 SWITCH. IF SWITCH BUTTON IS PUSHED, THE SHUT OFF SHALL BE CANCELED. INITIAL SHUT OFF SWEEP SHALL BE AT 8:00 PM. REPEAT SHUT OFF SWEEP AT 11:00 PM. 2. ALL LOW VOLTAGE LIGHT SWITCHES SHALL BE SWEPT AT 11:00 PM, CAUSING THE LIGHTS TO BLINK THREE TIMES, WARNING OCCUPANTS THE LIGHTS WILL TURN OFF IN FIVE MINUTES. IF OCCUPANT ACTIVATES A LOW VOLTAGE SWITCH, THAT AREA WILL REMAIN ON, OTHERWISE THE LIGHTS SHUT OFF. REPEAT SWEEP AT 1:00 AM. 3. THE GYMNASIUM ROOM SHALL BE EQUIPPED WITH OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL PROVIDE A SIGNAL TO THE LOW VOLTAGE CONTROL PANEL. IF NO OCCUPANTS HAVE BEEN "SENSED" IN A TEN MINUTE PERIOD, THE LOW VOLTAGE CONTROL PANEL SHALL SHUT THE LIGHTS DOWN TO 1/3 LEVEL IN THE ROOM. LEGENDS ME = MASTER EXTERIOR MG = MASTER GYM OS = OCCUPANCY SENSOR PC = EXTERIOR PHOTOCELL T1 = ROOM SWEEP, 6 PM, 8 PM, 10 PM T2 = CORRIDOR SWEEP, 8 PM, 10 PM T4 = GYM SWEEP, 10 PM, 12 PM KEY PLAN : 300 500 100/ 200 S E W N O N3 ZS � N O E O 06 U N O Z� O� CV Q Z J V) 00 0 __ L = to U} N .� V E <2 0 J E W HULTZ ar BHU-I,- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 generai@hultzbhucross.com Job Number: 03-111 BUILDING DEPARTMENT 04 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E5l OF: !Z /jJ C F a m 6 c o � ®= E V H z ® 6 a Y V a a Z � 3 p Ipu��. � � 'yk ,o-Fa uui u 6 O N3 ZS � N O E O 06 U N O Z� O� CV Q Z J V) 00 0 __ L = to U} N .� V E <2 0 J E W HULTZ ar BHU-I,- C ROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383-3257 Fax: (253) 383-3283 generai@hultzbhucross.com Job Number: 03-111 BUILDING DEPARTMENT 04 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E5l OF: ■ ■ ■ ■ 1 l 1101 III 1 1 ■I ■ 1 u ■ 1'„ ■ II ■ � Mil I'M ■ 1 � MII I M ■ ■I � ■ ■I � ■ NNI M I� 1 ■ m � 1 ■ A = m m !� ■ ■II IN ■r. � '■ ■ IM � ■ m � 1 111 � ■ I m � ■ I ■ ■ 1 ■ SIEMENS M SIEMENS m ■ I ■ ■ 1 ■ ■ � I ■ ■ � I ■ I ■ I m 1 ■ o i l I ■ o i l ■ ■!� in III II ■ in IN =I � I ■ III � in ■ ■I Im 1 ■ I ■ m ", ■ �! ■ � ■ ■ � I ■ 1' 1 1 TERMINAL TRANSFORMER 6" CLEAR COMPARTMENT ALL SIDES 12" FROM EACH CORNER OF CONCRETE SLAB PVC CHAMFER SLEEVES 45' —\ 1 I . . , ,,;- 3/4" 0 x 10' -0" COPPER CLAD STEEL GROUND ROD. PROVIDE ONE EACH CORNER 6" CONCRETE SLAB WITH REINFORCING FINISHED GRADE 1 ' \ 9" OF .625 MINUS CRUSHED ROCK COMPACTED TO 100% MAXIMUM \\ \\ DENSITY. CRUSHED ROCK SHALL x\ / / \\ / /� \ //\ EXTEND 12 MIN. ON ALL SIDES � OF PAD 4" OF CLASS (A) BACKFILL COMPACTED TO 95% OF MAXIMUM DENSITY COMPACTED SUBGRADE TO 95% OF MAXIMUM DENSITY #4/0 BARE CU TO EACH ROD NOTE: CONTRACTOR SHALL COORDINATE INSTALLATION WITH TACOMA CITY LIGHT AND PROVIDE CONCRETE PAD, CONCRETE BOLLARDS AND OTHER EQUIPMENT PER TACOMA CITY LIGHT STANDARDS. REFER TO TACOMA CITY LIGHT CONSTRUCTION STANDARD #S630.1109, PAD MOUNT TRANSFORMER #5630.1110, #S630.1111, #5630.1150. NOT TO SCALE CONTINUOUS 24 "x4 "x1/4" CU GROUND BAR MOUNTED IN MAIN ELECTRICAL ROOM WITH MINIMUM 1" WALL CLEARANCE j- SERVICE ENTRANCE I DISTRIBUTION I I PANEL BOARD I I I I I I I NEUTRAL BUS I I I I I GROUND BUS I I I L-- - - - - -- J COLD WATER LINE WATER METER #2/0 BARE CU #2/0 BARE CU BONDING �O O JUMPER 96 "x5/8" GROUND RODS SPACED NO LESS THAN 6 FEET BUILDING SERVICE GROUNDING NOT TO SCALE BUILDING STEEL COPPER BAR 1/4 "x4 "x10" WITH 9/32 "0 HOLES too() \0 � 000 0 0 STANDOFF MOUNTING BRACKET PROVIDE MOUNTING HARDWARE FOR APPROPRIATE WALL TYPE INSULATOR DATA ROOM GROUND BAR NOT TO SCALE KEY PLAN : r - -q r A ti i -' B` - -i I -- -I I - -- _J 300 � IIIWIIII HULTZ gr BHU- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 3833283 general@hultzbhucross.com Job Number: 03 -111 Z O �= Q Q3 IV ZE � O LU 0 C O C N O Z� O� CV Q Z J y O° OC- = to N 'c �E = O E LU 5 �r BUILDING DEPARTMENT Pi�rs:NOVEAIBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E5.9 OF: z Z�>� T 28 LU ° a � � ® L pp u N •T Z ©d 6 y y U d oo Y a w L R L1 s Z O �= Q Q3 IV ZE � O LU 0 C O C N O Z� O� CV Q Z J y O° OC- = to N 'c �E = O E LU 5 �r BUILDING DEPARTMENT Pi�rs:NOVEAIBER 26, 2004 AGENCY /CONSTRUCTABILITY PROJECT: 03 -111 DRAWN: DATE: 16 JAN 2004 SHEET E5.9 OF: CIRCUIT LOCATION QTY. CIRCUIT DEVICE d C RELAY NUMBER CIRCUIT DIMMER RACK #1 LOCATION 1 120V THEATRE STAGE LIGHTING CIRCUITS RECEPTACLES (INCAND. FIXTURES -CORD AND PLUG) ON FIRST CATWALK WIREWAY 3 120V 1ST ELECTRIC WORK LIGHTS RECEPTACLES (HID FIXTURES -CORD AND PLUG) ON RIGGED STAGE ELECTRIC #1 CATWALKS 120V 2ND ELECTRIC WORK LIGHTS 2ND CATWALK 9 1 -9 PIGTAIL CONNECTOR STRIP 2 PIGTAIL CONNECTOR STRIP 1ST CATWALK 22 10-31 9 120V 4TH ELECTRIC WORK LIGHTS RECEPTACLES (HID FIXTURES -CORD AND PLUG,, SIDE LIGHTING PLATFORMS 11 120V 1ST CATWALK NOWDIM CIRCUIT HOUSE RIGHT 4 32 -35 RECEPTACLE CONNECTOR STRIP 3 2ND CATWALK NON -DIM CIRCUIT 5 36-40 RECEPTACLE CONNECTOR STRIP RECEPTACLE CONNECTOR STRIP 3 RECEPTACLE CONNECTOR STRIP HOUSE LEFT 4 41-44 ON RIGGED STAGE ELECTRIC #1 5 —ZO 12ND ELECTRIC NON -DIM CIRCUIT RECEPTACLES ON RIGGED STAGE ELECTRIC #2 19 ONSTAGE ELECTRICS 3RD ELECTRIC NON -DIM CIRCUIT RECEPTACLES 1ST ELECTRIC 22 50-71 RECEPTACLE CONNECTOR STRIP 1 2ND ELECTRIC 22 72 -93 RECEPTACLE CONNECTOR STRIP 1 3RD ELECTRIC 3 W96 RECEPTACLE CONNECTOR STRIP 1 120V HOUSE LEFT PLATFORM NON -DIM CIRCUIT RECEPTACLES ON HOUSE LEFT PLATFORM TOTAL 2.4 kW DIMMERS 96 STAGE LEFT FLOOR POCKET NOWDIM CIRCUIT RECEPTACLES IN STAGE LEFT FLOOR POCKETS 29 120V STAGE RIGHT FLOOR POCKET NON -DIM CIRCUIT DIMMER RACK #2 IN STAGE RIGHT FLOOR POCKETS 31 120V THEATRE STAGE LIGHTING CIRCUITS INCANDESCENT STRIP LIGHT STAGE LEVEL -STAGE LEFT 33 120V CATWALK SAFETY WALK LIGHTS WALK LIGHTS ON CATWALKS ONSTAGE ELECTRICS 120V FOLLOWSPOT SCRIPT LIGHTS RECEPTACLE CONNECTOR STRIP 1 RECEPTACLE CONNECTOR STRIP 2 3RD ELECTRIC 19 97 -115 4TH ELECTRIC 18 116.133 39 120V AUDITORIUM FLOOR POCKET RECEPTACLE LADDER BATTENS 41 120V STAGE LEFT LADDER BATTEN 12 134145 PIGTAIL CONNECTOR STRIP STAGE RIGHT LADDER BATTEN 12 146.157 PIGTAIL CONNECTOR STRIP 4 45 120V CLASSROOM AISLE LIGHTS STEP LIGHTS I LED SEAT ENO STANDARD LIGHT TORMENTOR 47 120V PIGTAIL BOX 4 STAGE LEFT / 158 -181 STAGE RIGHT 4 162 -165 PIGTAIL BOX 4 4 120V AS SHOWN ON DETAIL I AS SHOWN ON DETAIL FLOOR POCKETS 8 120V STAGE LEFT IN-TWO 2 186 -167 FLOOR POCKET 3 STAGE RIGHT IN-TWO 2 - 168-169 FLOOR POCKET 3 FLOOR POCKET 3 STAGE LEFT IN -THREE 2 170 -171 STAGE RIGHT IWTHREE 2 172.173 FLOOR POCKET 3 STAGE LEFT IN -FOUR 2 174175 FLOOR POCKET 3 FLOOR POCKET 3 STAGE RIGHT IN -FOUR 2 176.177 14 277V PIGTAIL BOX 8 UPSTAGE BACK WALL LOADING BRIDGE 18 STAGE LEFT 8 178 -183 STAGE RIGHT 6 184189 PIGTAIL BOX 6 HID FLOODLIGHTS MOUNTED TO SIDE WALL 20 ORCHESTRA PIT 3 190.192 FLUSH RECEPTACLE BOX 3 22 277V STAGE OVERHEADS FLUORESCENT T-8 FIXTURES TOTAL 2.4 kW DIMMERS 96 277V STAIRWELL FLUORESCENT T-8 FIXTURES STAIRWELL 26 277V DIMMER RACK #3 FLUORESCENT T -8 FIXTURES STAIRWELL 28 AUDITORIUM LIGHTING CIRCUITS CLASSROOM LIGHTING- SEATING FLUORESCENT CLASSROOM LIGHTING- SEATING AREA (RM. 30 277V CLASSROOM LIGHTING - SEATING FLUORESCENT 1 ST CATWALK 2 19-3 94 SWW INCANDESCENT DOWNLIGHT- BRACKET 2ND CATWALK 2 195198 50DW INCANDESCENT DOWNLIGHT- SURFACE RIGGED BATTEN 2 197 -198 250W INCANDESCENT DOWNLIGHT- FLUSH BACK CORNERS 1 199 25OW INCANDESCENT DOWNLIGHT- PENDANT CLASSROOM 2 200 -201 SPARE 1 202 42 TOTAL 2.4 kW DIMMERS 10 44 277V DIMMER SCHEDULE SCALE: NS i WORKLIGHT RELAY PANEL SCHEDULE SCALE: NS WORKLIGHT CONTROL STATION SCHEDULE � a LLi d C RELAY VOLTAGE CIRCUIT FIXTURE/DEVICE LOCATION 1 120V APRON FLOOD LIGHTS RECEPTACLES (INCAND. FIXTURES -CORD AND PLUG) ON FIRST CATWALK WIREWAY 3 120V 1ST ELECTRIC WORK LIGHTS RECEPTACLES (HID FIXTURES -CORD AND PLUG) ON RIGGED STAGE ELECTRIC #1 5 120V 2ND ELECTRIC WORK LIGHTS RECEPTACLES (HID FIXTURES -CORD AND PLUG) ON RIGGED STAGE ELECTRIC #2 7 120V 3RD ELECTRIC WORK LIGHTS RECEPTACLES (HID FIXTURES -CORD AND PLUG1 ON RIGGED STAGE ELECTRIC #3 9 120V 4TH ELECTRIC WORK LIGHTS RECEPTACLES (HID FIXTURES -CORD AND PLUG,, ON RIGGED STAGE ELECTRIC #4 11 120V 1ST CATWALK NOWDIM CIRCUIT RECEPTACLES ON FIRST CATWALK WIREWAY 13 120V 2ND CATWALK NON -DIM CIRCUIT RECEPTACLES ON SECOND CATWALK WIREWAY 15 120V I 1ST ELECTRIC NON-DIM CIRCUIT RECEPTACLES ON RIGGED STAGE ELECTRIC #1 17 120V 12ND ELECTRIC NON -DIM CIRCUIT RECEPTACLES ON RIGGED STAGE ELECTRIC #2 19 12DV 3RD ELECTRIC NON -DIM CIRCUIT RECEPTACLES ON RIGGED STAGE ELECTRIC #3 21 120V 4TH ELECTRIC NON -DIM CIRCUIT RECEPTACLES ON RIGGED STAGE ELECTRIC #4 23 120V HOUSE RIGHT PLATFORM NON -DIM CIRCUIT RECEPTACLES ON HOUSE RIGHT PLATFORM 25 120V HOUSE LEFT PLATFORM NON -DIM CIRCUIT RECEPTACLES ON HOUSE LEFT PLATFORM 27 120V STAGE LEFT FLOOR POCKET NOWDIM CIRCUIT RECEPTACLES IN STAGE LEFT FLOOR POCKETS 29 120V STAGE RIGHT FLOOR POCKET NON -DIM CIRCUIT RECEPTACLES IN STAGE RIGHT FLOOR POCKETS 31 120V LOCKING RAIL INCANDESCENT STRIP LIGHT STAGE LEVEL -STAGE LEFT 33 120V CATWALK SAFETY WALK LIGHTS WALK LIGHTS ON CATWALKS 35 120V FOLLOWSPOT SCRIPT LIGHTS TRACKLIGHTING ON FOLLOWSPOT PLATFORM 37 120V I ORCHESTRA PIT RECEPTACLES RECEPTACLES IN ORCHESTRA PIT 39 120V AUDITORIUM FLOOR POCKET RECEPTACLE FLOOR POCKET IN MID AUDITORIUM 41 120V AUDITORIUM AISLE LIGHTS LED SEAT END STANDARD LIGHT LOWER AUDITORIUM 43 120V CLASSROOM AISLE LIGHTS STEP LIGHTS 1 LED SEAT END STANDARD LIGHT CLASSROOM STAIRS (RM. —j 45 120V CLASSROOM AISLE LIGHTS STEP LIGHTS I LED SEAT ENO STANDARD LIGHT CLASSROOM STAIRS (RM. 47 120V APRON FLOOR POCKET RECEPTACLE FLOOR POCKET ON STAGE APRON 2 120V AS SHOWN ON DETAIL CONTROL BOOTH CBP 4 120V AS SHOWN ON DETAIL I AS SHOWN ON DETAIL I AS SHOWN ON DETAIL 8 120V 8 1 120V 10 120V 12 120V VO.TAGE BARR ER 14 277V LOADING BRIDGE FLUORESCENT T-8 FIXTURES LOADING BRIDGE 18 277V STAGE LEFT FLOODS HID FLOOD LIGHTS MOUNTED TO SIDE OF LOADING BRIDGE 18 277V STAGE RIGHT FLOODS HID FLOODLIGHTS MOUNTED TO SIDE WALL 20 277V CATWALKS FLUORESCENT T -8 FIXTURES CATWALKS 22 277V STAGE OVERHEADS FLUORESCENT T-8 FIXTURES MOUNTED ABOVE STAGE LOFT BEAMS 24 277V STAIRWELL FLUORESCENT T-8 FIXTURES STAIRWELL 26 277V I STAIRWELL FLUORESCENT T -8 FIXTURES STAIRWELL 28 277V CLASSROOM LIGHTING- SEATING FLUORESCENT CLASSROOM LIGHTING- SEATING AREA (RM. 30 277V CLASSROOM LIGHTING - SEATING FLUORESCENT CLASSROOM LIGHTING- SEATING AREA (RM. J 32 277/ NIGHTLIGHT HID FIXTURE ON FIRST CATWALK 34 277V STAGE LEFT WING WORKLIGHTS FLUORESCENT T-8 FIXTURES STAGE LEFT WING 36 277V 38 277V 40 277V 42 277V 44 277V 46 277V 48 277V WORKLIGHT RELAY PANEL SCHEDULE SCALE: NS WORKLIGHT CONTROL STATION SCHEDULE � a LLi d C V ROOM LOCATION DEVICE RELAY BUTTON I NOMENCLATURE BUTTON 2 NOMENCLATURE BUTTON 3 NOMENCLATURE BUTTON 4 NOMENCLATURE H N r Z m t 0 y u Ud � pp N i Y C m e L � < STAGE RIGHT SMP AS SHOWN ON DETAIL AS SHOWN ON (DETAIL AS SHOWN ON DETAIL AS SHOWN ON DETAIL AS SHOWN ON DETAIL CONTROL BOOTH CBP AS SHOWN ON DETAIL AS SHOWN ON DETAIL AS SHOWN ON DETAIL I AS SHOWN ON DETAIL I AS SHOWN ON DETAIL WORKLIGHT CONTROL STATION SCHEDULE SCALE: NS Knudson & Ward, Inc TMaee plannlnd.ed design co�uvUanta 80 YM.ER WAY SEATTLE WA 98106 2(16.393.]090 FAX 206313. 133 www.knudsonward.com zI :Oa 1' Q N U-j W= w N w w �U LU ww 0 z O N z � N W 0 O U N O Z ` O� N Qz° J N O° Dc- L = to U N UE z o J E W AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 11 FEB 2004 SHEET ET0.1 OF: � a LLi d C V 0 ° 0 z v H N r Z m t 0 y u Ud � pp N i Y C m e L � < 1' Q N U-j W= w N w w �U LU ww 0 z O N z � N W 0 O U N O Z ` O� N Qz° J N O° Dc- L = to U N UE z o J E W AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 11 FEB 2004 SHEET ET0.1 OF: �r p t a DIMMER RACK #1 D1 #1.9 18 #10AWG D1 #10-31 44 #10AWG IST CATWALK 2ND CATWALK PIGTAIL CONN. STRIP 1 PIGTAIL CONN. STF D1 #32 -35 8 #1 OAWG D1 #38-00 10 #10AWG HR SIDE LTG. PLATFORM I HR SIDE LTG, PLATFORM RECEPT. CONN. STRIP 3 RECEPT. CONN. STRIP 4 D1#41 -44 �( 8 #10AWG D7 #4549 IF�l� 10 #10AWG HL SIDE LTG. PLATFORM I I HL SIDE LTG. PLATFORM RECEPT. CONN. STRIP 3 RECEPT. CONN. STRIP 4 01 #50-71 44 #10AWG Di #72 -93 44 #10AWG 2ND ELECTRIC 1STELECTRIC RECEP. CONN. STRIP 1 RECEP, CONN. STRIP 1 01 #94-96 1 6 #10AWG 2 #10AWG 4 #10AWG RELAY PANEL R#13 R#1,11 2 #10AWG }-I R#23 2 #10AWG )-I R#25 4 #IQAWG j R#3,15 4# `)"'ii R#5,17 drcUhLCG�rc�G 4 #10AWG R #7,19 DIMMER RECEP. COIZ STRIP 1 RACK #2 D2#97- 115 38 #10AWG D2 #116-133 36 #10AWG) I I 4 #10AWG R#9,21 4TH ELECTRIC D2 #134.145 24 #10AWG 02 #14 &157 24 #10AWG �---- 3RLADDERBATTEN SL (ADDER BATTEN PIGTAIL CONN. STRIP4 PIGTAIL CONN. STRIPS D2#158-161 R #27 8 #10AWG R#27 2 #10AWG R#27 2 #10AWG ) D2#162-165 R#Y9 8 #10AWG ) O SR PROSCENIUM WALL SL PROSCENIUM WALL 0� i.l N PIGTAIL BOX 4 h PIGTAIL BOX 4 D2 #18 &187 4 #IQAWG Z i D2 #16&169 4 #10AWG y � e Y 02#170-171 4 #10AWG U m y�y Y = LLJ STAGE LEFT - IN FOUR STAGE LEFT- IN THREE STAGE LEFT- IN TWO FLOOR POCKET 3 FLOOR POCKET 3 FLOOR POCKET 3 D2#172-173 4 #10AWG D2 #174.175 4 #10AWG 02 #17 &177 4 #10AWG STAGE RIGHT- IN FOUR STAGE RIGHT - IN THREE STAGE RIGHT- IN TWO FLOOR POCKET 3 FLOOR POCKET 3 FLOOR POCKET 3 D2 #17 &183 12 #10AWG D2 #184189 12 #10AWG BACK WALL- STAGE RIGHT BACK WALL- STAGE LEFT PIGTAILBOX6 PIGTAIL BOX D2 #190-192 6 #10AWG F ORCHESTRA PR FLUSH RECEPTACLE BOX 3 DIMMER RACK #3 03#193-194 4 #10AWG D3 #195196 4 #10AWG CATWALK #2 CATWALK #1 AUDITORIUM DOWNLIGHTS AUDITORIUM DOWNLIGHTS D2#197-98 r 4 #11AWG REAR AUDITORIUM DOWNLIGHTS D3 #199 2 #10AWG D3 #200 2 #10AWG CLASSROOM CLASSROOM DOWNLIGHTS DOWNLIGHTS PANEL 400A 400A 60A ELEC. I 30 30 30 I I 2081120V DISTR. L----------------------------------------------------------------------------- - - - - -- DIMMER RISER SCALE: NS 2 #10AWG R #27 2 #IOAWG R#27 2 #10AWG R#27 2 #10AWG R#29 2010AWG R#Y9 2 #10AWG R#29 PANEL — — — — -- -- - -� SEE ELEC. 4801277V DISTR. ------- - - - - -- THEATRE 120V LOADS PER RELAY SCHEDULE ON ETO.1 THEATRE 277V LOADS PER RELAY SCHEDULE ON ETO.1 Knudson & Ward, Inc Tb pkmW gsdd ,<e�uulmW WYESLERWAY SEATTLE WA 98104 T(16.343.N90 FA XK.393M33 ww w. Ica u d s a nw a r d. c um J U:E Q U� LLJ J Q W Q W W �U Q W W H Z 0 N3 Z� W 0<c L 0 W = Z� 05 — L F— F- CV <z J `4 0° Oc N U }_ N •� v C C= OC G C W N ii AGENCY REVIEW PROJECT: DRAWN: MWL DATE: I I FEB 2004 SHEEP ET0.2 OF: 7 J z P 4 P V LUO ' O 0� i.l N U h r Z i 0 y � e Y U y�F u U m y�y Y = LLJ s J U:E Q U� LLJ J Q W Q W W �U Q W W H Z 0 N3 Z� W 0<c L 0 W = Z� 05 — L F— F- CV <z J `4 0° Oc N U }_ N •� v C C= OC G C W N ii AGENCY REVIEW PROJECT: DRAWN: MWL DATE: I I FEB 2004 SHEEP ET0.2 OF: 7 J a� A A a FLOOR POCKET I z zu-1y LIGHTING I Ir I A,C,F I 47 I I I I I LIGHTING LIGHTING CONTROL INTERFACE 8. CONTROL STATION t I NETWORK HUB N RECEPTACLE REAR AUDITORIUM ENTRY I A t I I I ) AT LOADING BRIDGE p — — II \ WALL CLOSURE CONTACT I I I I IWORKLIGHT A O G{ I RACK 2 I STATION I ICONTROL y ROOM STAGE IDIMMER LIGHT NG ICONTROL. I RACK 3 f I I STATION i I RELAY PANEL L s LIGHTING CONTROL G RECEPTACLES STAGE MANAGER'S LIGHTING CONTROL PANEL ON STAGE LEFT RECEPTACLE ( AT STAGE RIGHT I — — _ _ — _ — _ — _ _ — _ _ _ — _ - I— I LIGHTING CONTROL I LIGHTING CONTROL RECEPTACLE RECEPTACLE HR SIDE LTG. PLATFORM HL SIDE LTG, PLATFORM AUDITORIUM LIGHTING CONTROL LIGHTING LIGHTING RECE TACLE CONTROL STATION CONTROL STATION ON IST CATWALK SIDE AUDITORIUM ENTRY SIDE AUDITORIUM ENTRY I LIGHTING CONTROL RECEPTACLE LIGHTING CONTROL ON 2ND CATWALK FLOOR POCKET I z zu-1y LIGHTING I A,C,F I 47 PROCESSOR, I -� LIGHTING �- INTERFACE 8. CONTROL STATION t �. NETWORK HUB N REAR AUDITORIUM ENTRY I A t I LIGHTING WALL CONTROL STATION ON CLOSURE REAR AUDITORIUM ENTRY CONTACT I I ) — _ p — — II \ WALL CLOSURE CONTACT LIGHTING CONTROL STATION REAR AUDITORIUM ENTRY I I �J / LIGHTING �� I CONTROL STATION WORKLIGHT \ CONTROL STATK)N � �, � J A,C,D,F,G CONTROL BOOTH PANEL �- LIGHTING CONTROL RECEPTACLE IN CONTROL BOOTH THIS SCHEMATIC IS PROVIDED AS A GUIDELINE TO REPRESENT DESIGN INTENT AND PROVIDE INFORMATION TO THE ELECTRICAL CONTRACTOR. FINAL ENGINEERING BY STAGE LIGHTING MANUFACTURER. FLAG NOTES: ® (1) BELDEN 9729 (DMX DATA) O NOT USED © NOT USED OD (1) BELDEN 8471 (CONTROL STATION) (1) #14 AWG OE (1) BELDEN 8471 (CONTROL STATION W/ POWER) (1) #14 AWG, (2) #16 AWG OF (1) BELDEN 1583A CAT. 5E ETHERNET (FOR LIGHTING CONTROL NETWORK - HOMERUN EACH UNIQUE DEVICE TO NETWORK HUB) © (1) BELDEN 1583A CAT. 5E ETHERNET (FOR WORKLIGHT RELAY CONTROL} DAISY CHAIN FROM STATION TO STATION LIGHTING CONTROL TOPOLOGY SCALE: NS '%'W WORKLIGHT CONTROL STATIONS- VARIOUS LOONS SEE ET2.1 & ET2.2 Knudson £r Ward, Inc. L WYF_SLER WAY SEATTLE WA 98]04 206.343.7(190 FAX ]A8.343.]183 - _ - - - ^ -- www.knudsonward.com z zu-1y LIGHTING N CONTROL 47 PROCESSOR, INTERFACE 8. O t t NETWORK HUB N I A t I DIMMER I RACK 1 A O G{ DIMMER RACK 2 I A DIMMER y ROOM IDIMMER I I RACK 3 f I I WORKLIGHT i I RELAY PANEL L s G WORKLIGHT CONTROL STATIONS- VARIOUS LOONS SEE ET2.1 & ET2.2 Knudson £r Ward, Inc. L WYF_SLER WAY SEATTLE WA 98]04 206.343.7(190 FAX ]A8.343.]183 - _ - - - ^ -- www.knudsonward.com 1' J U� �Q U(D LU J Q W 0 W W IDeU Q W W H L0 N3 Z Z LU >- 0 �;. O� O U Z0 Oc CV Q Z J In O° Oc- = (n U> N z v C = O JC LU AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: I I FEB 2004 SHEET ET0.3 OF: J z zu-1y N p 8 47 ®�y� 0 O t t q) N !9 UH Z O 0 y Y R L s 1' J U� �Q U(D LU J Q W 0 W W IDeU Q W W H L0 N3 Z Z LU >- 0 �;. O� O U Z0 Oc CV Q Z J In O° Oc- = (n U> N z v C = O JC LU AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: I I FEB 2004 SHEET ET0.3 OF: J PIGTAIL BOX 6 MOUNT PER DETAIL CIRCUITS: D2/184 -189 WORKLIGHT CONTROL STATION 1 MOUNT Q +42' A.F.F. (WCS1 --) FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: 021176 -177, RY29 FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: D2/172 -173, R/29 FLOOR POCKET FLUSH INTO STAGE DECK CIRCUITS: 021168-169, R/29 PIGTAIL BOX 4 MOUNT PER DETAIL CIRCUITS: D21162 -165 WORKLIGHT CONTROL STATION 1 MOUNT ® +42' A.F.F. (WCS1 -_) LIGHTING CONTROL RECEPTACLE 1 MOUNT @ +18' A.F.F. LV CONTROL WIRING PER ET0.3 FLUSH RECEPTACLE BOX MOUNT @ 18' A.F,F. CIRCUITS: LIGHTING CONTROL STATION 1 MOUNT 0 42" A.F.F. LV CONTROL WIRING PER ET0.3 LIGHTING CONTROL FLOOR POCKET FLUSH MOUNT ENCLOSURE IN DECK CENTERED UNDER CENTER SEAT, VERIFY WITH SEATING MANUFACTURE'S SHOP DRAWINGS. LV CONTROL WIRE PER ET0.3 CIRCUITS: R39 LIGHTING CONTROL STATION 3 MOUNT 0 42" A.F,F. LV CONTROL WIRING PER ET0.3 ci a� A 4 Z R r.m n 27.6' 10' -0' I I S u n STAGE LEVEL PLAN ET2.1 SCALE: 1/8"= 1' -T 24' -0' 27-6' Y n LEFT F nw's w R L Oe un i1 1 F -1 . x n i- i i i EE i l � R MI PIGTAIL BOX 6 MOUNT PER DETAIL CIRCUITS: D31178 -183 WORKLIGHT CONTROL STATION 1 MOUNT @ +42' A.F.F. (WC51 -_) FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: D21174 -175, RR7 FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: 02/170.171, R/27 FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: D2/16 &167, R/27 PIGTAIL BOX 4 MOUNT PER DETAIL CIRCUITS: 021158-161 STAGE MANAGER'S PANEL MOUNT PER DETAIL LV CONTROL WIRING PER ET0.3 WORKLIGHT CONTROL STATION 3 MOUNT ® +42' A.F.F. (WCS3--) WORKLIGHT CONTROL STATION 1 MOUNT @ +42' A.F.F. (WCS3 -_) LIGHTING CONTROL STATION 2 MOUNT @ 42' A.F.F. LV CONTROL WIRING PER ET0.3 LIGHTING CONTROL STATION 3 MOUNT @ 42' A.F.F. LV CONTROL WIRING PER ET0.3 LIGHTING CONTROL STATION i MOUNT @ 42' A.F.F. LV CONTROL WIRING PER ET0.3 Knudson & Ward, Inc Theatre pbn gaud dedgn cau W 80 YESLEAWAY BEATTLE WA 98104 206.34).]090 FAX 206.34i.11S3 www.knudsonward.com Y t` i v s R r.m n 27.6' 10' -0' I I S u n STAGE LEVEL PLAN ET2.1 SCALE: 1/8"= 1' -T 24' -0' 27-6' Y n LEFT F nw's w R L Oe un i1 1 F -1 . x n i- i i i EE i l � R MI PIGTAIL BOX 6 MOUNT PER DETAIL CIRCUITS: D31178 -183 WORKLIGHT CONTROL STATION 1 MOUNT @ +42' A.F.F. (WC51 -_) FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: D21174 -175, RR7 FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: 02/170.171, R/27 FLOOR POCKET 3 FLUSH INTO STAGE DECK CIRCUITS: D2/16 &167, R/27 PIGTAIL BOX 4 MOUNT PER DETAIL CIRCUITS: 021158-161 STAGE MANAGER'S PANEL MOUNT PER DETAIL LV CONTROL WIRING PER ET0.3 WORKLIGHT CONTROL STATION 3 MOUNT ® +42' A.F.F. (WCS3--) WORKLIGHT CONTROL STATION 1 MOUNT @ +42' A.F.F. (WCS3 -_) LIGHTING CONTROL STATION 2 MOUNT @ 42' A.F.F. LV CONTROL WIRING PER ET0.3 LIGHTING CONTROL STATION 3 MOUNT @ 42' A.F.F. LV CONTROL WIRING PER ET0.3 LIGHTING CONTROL STATION i MOUNT @ 42' A.F.F. LV CONTROL WIRING PER ET0.3 Knudson & Ward, Inc Theatre pbn gaud dedgn cau W 80 YESLEAWAY BEATTLE WA 98104 206.34).]090 FAX 206.34i.11S3 www.knudsonward.com 1' J Q U Q LU J J LU LU w �U LU w �n Z O H3 ZE LU �- OCc L 0 W � (n 0 Z} O5 0 tV Q Z J !n O° O L = to U N 'c E U E Uj AGENCY REVIEW PROJECT: DRAWN: MWL DATE: 11 FEB 2004 SHEET ET2.1 OF: �1 Ole v s G y N y • q i 0 y e Y as Y R SQL s 1' J Q U Q LU J J LU LU w �U LU w �n Z O H3 ZE LU �- OCc L 0 W � (n 0 Z} O5 0 tV Q Z J !n O° O L = to U N 'c E U E Uj AGENCY REVIEW PROJECT: DRAWN: MWL DATE: 11 FEB 2004 SHEET ET2.1 OF: �1 WORQIGHT CONTROL STATION 1 MOUNT ® +42' A.F.F. (WCSI - -J LIGHTING CONTROL RECEPTACLE 1 MOUNT @ +18" A.F.F. LV CONTROL WIRING PER ET0.3 HOUSE LEFT SIDE LIGHTING PLATFORM RECEPTACLE CONNECTOR STRIP 4 CIRCUITS: 01/45-49, RY29 HOUSE LEFT SIDE LIGHTING PLATFORM RECEPTACLE CONNECTOR STRIP 3 CIRCUITS: D1/41-44 LIGHTING CONTROL RECEPTACLE 3 MOUNT @ +18" AF.F. LV CONTROL WIRING PER ET0.3 CONROL BOOTH RACK PANEL MOUNT PER DETAIL LV CONTROL WIRING PER ET0.3 N !t (1) CONTROL BOOTH LEVEL PLAN iTING CONTROL RECEPTACLE 1 JNT ® +18" A.F.F. :ONTROL WIRING PER ET0.3 RKUGHT CONTROL STATION 1 JNT ® +42" A.F.F. S7 -_) ISE RIGHT SIDE LIGHTING PLATFORM :EPTACLE CONNECTOR STRIP 4 CUITS: DI /3640, R23 JSE RIGHT SIDE LIGHTING PLATFORM :EPTACLE CONNECTOR STRIP 3 CUITS: D1/32 -35 PIGTAIL CONNECTOR STRIP STAGE RIGHT LADDER BATTEN MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. WORKLIGHT CONTROL STATION 2 MOUNT @ +42" A.F.F. (WCS2 --) WORKLGHT CONTROL STATION 3 MOUNT ® +42' A.F.F. (WCS3 -� WORKLIGHT CONTROL STATION MOUNT @ +42" A.F.F. SWITCH: WORKLIGHT CONTROL STATION 2 MOUNT C +42' A.F.F. (WCS2 --j STAGE RIGHT (ADDER BATTEN TERMINAL BOX MOUNT PER DETAIL CIRCUITS: 021146.157 LIGHTING CONTROL RECEPTACLE 1 MOUNT 0 +18" A.F.F. LV CONTROL WIRING PER ET0.3 WORKLIGHT CONTROL STATION 2 MOUNT ® +42' A.F.F. (WCS2 --j CATWALK LEVEL PLAN SCALE: 11 LOADING BRIDGE LEVEL PLAN SCALE: 118" =1' -V RECEPTACLE CONNECTOR STRIP (4TH ELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. PIGTAIL CONNECTOR STRIP STAGE LEFT LADDER BATTEN MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. RECEPTACLE CONNECTOR STRIP (3RDELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. RECEPTACLE CONNECTOR STRIP (2ND ELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. RECEPTACLE CONNECTOR STRIP (1ST ELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. WORKLIGHT CONTROL STATION 3 MOUNT @ +42' A.F.F. (WCS3 -_) PIGTAIL CONNECTOR STRIP 1 MOUNT PER DETAIL CIRCUITS: D1/10.31, R11,11 LIGHTING CONTROL RECEPTACLE 1 MOUNT ABOVE RACEWAY LV CONTROL WIRING PER ET0.3 PIGTAIL CONNECTOR STRIP 2 MOUNT PER DETAIL CIRCUITS: D111 -9, R113 LIGHTING CONTROL RECEPTACLE 1 MOUNT ABOVE RACEWAY LV CONTROL WIRING PER ET0.3 4TH ELECTRIC TERMINAL BOX MOUNT PER DETAIL CIRCUITS: D21116 -133, R/9,21 3RD ELECTRIC TERMINAL BOX MOUNT PER DETAIL CIRCUITS: Di/94 -96, D2R7 -115, 817,19 ^�\\ 2ND ELECTRIC TERMINAL BOX --�j MOUNT PER DETAIL v CIRCUITS: D1172 -93, RI5,17 STAGE LEFT LADDER BATTEN TERMINAL BOX MOUNT PER DETAIL CIRCUITS: D2/134 -145 1 ST ELECTRIC TERMINAL BOX MOUNT PER DETAIL CIRCUITS: Dl/50-71,R13,15 Knudson & Ward, Inc Thule pW nu dWVm W W YFSLER WAY SEI= WA MN 206.3+ IM FAX 206.W.?m3 w w w. k n u d s o n w a r d. c am s3 = § 11t Ono mot n J H J Q U E F- Uz J J wCL ww �U Q ww �0 a �a H 0 o L v N N N T c t d e t t Z O H3 ZE W >- O< � L 0 W C Z� L O� H— H F5 C' Q z _I N O° Oz V) U .� E I o �E W AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: I 1 FEB 2004 29' 18-fi' m 9z 3 i J (BELaNI � F a LOADING BRIDGE LEVEL PLAN SCALE: 118" =1' -V RECEPTACLE CONNECTOR STRIP (4TH ELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. PIGTAIL CONNECTOR STRIP STAGE LEFT LADDER BATTEN MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. RECEPTACLE CONNECTOR STRIP (3RDELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. RECEPTACLE CONNECTOR STRIP (2ND ELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. RECEPTACLE CONNECTOR STRIP (1ST ELECTRIC) MOUNTED BY RIGGING CONTRACTOR, CONNECTED BY E.C. WORKLIGHT CONTROL STATION 3 MOUNT @ +42' A.F.F. (WCS3 -_) PIGTAIL CONNECTOR STRIP 1 MOUNT PER DETAIL CIRCUITS: D1/10.31, R11,11 LIGHTING CONTROL RECEPTACLE 1 MOUNT ABOVE RACEWAY LV CONTROL WIRING PER ET0.3 PIGTAIL CONNECTOR STRIP 2 MOUNT PER DETAIL CIRCUITS: D111 -9, R113 LIGHTING CONTROL RECEPTACLE 1 MOUNT ABOVE RACEWAY LV CONTROL WIRING PER ET0.3 4TH ELECTRIC TERMINAL BOX MOUNT PER DETAIL CIRCUITS: D21116 -133, R/9,21 3RD ELECTRIC TERMINAL BOX MOUNT PER DETAIL CIRCUITS: Di/94 -96, D2R7 -115, 817,19 ^�\\ 2ND ELECTRIC TERMINAL BOX --�j MOUNT PER DETAIL v CIRCUITS: D1172 -93, RI5,17 STAGE LEFT LADDER BATTEN TERMINAL BOX MOUNT PER DETAIL CIRCUITS: D2/134 -145 1 ST ELECTRIC TERMINAL BOX MOUNT PER DETAIL CIRCUITS: Dl/50-71,R13,15 Knudson & Ward, Inc Thule pW nu dWVm W W YFSLER WAY SEI= WA MN 206.3+ IM FAX 206.W.?m3 w w w. k n u d s o n w a r d. c am s3 = § 11t Ono mot n J H J Q U E F- Uz J J wCL ww �U Q ww �0 a �a H 0 o L v N N N T c t d e t t Z O H3 ZE W >- O< � L 0 W C Z� L O� H— H F5 C' Q z _I N O° Oz V) U .� E I o �E W AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: I 1 FEB 2004 SHEET ET2.2 7 THEATRE ELECTRICAL DEVICE ELEVATION SCALE: 1/4'= T -0" A Knudson & Ward, Inc ]3earte planning sed deNgn coemlbw WYFSLER WAY SEATTLE WA %IN 090 FA% ID63 .M3 www. knudsonward.com z as y LUO b O Q ®i E9 q/ V !9 N >1 • q ZS d 0, 1 1 Z O N3 Z� m wr O c ]�E o C N O Z '" O� P� CV Q Z J 4 O° O O -� UZ N U �O N w> E wJ L1 = O QU E =W w AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 11 FEB 2004 SHEET ET3.1 OF: Y yYy V 3 d !2 E L L° • t 1 1 Z O N3 Z� m wr O c ]�E o C N O Z '" O� P� CV Q Z J 4 O° O O -� UZ N U �O N w> E wJ L1 = O QU E =W w AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 11 FEB 2004 SHEET ET3.1 OF: n v N M m m w n i� A a E 3 n m m h FRONT VIEW SIDE VIEW QUANTITY:1 STAGE MANAGERS PANEL (SM SCALE: 3'= 1' -0' 19' RACK PANEL FRONTVIEW QUANTITY: i CONTROL BOOTH PANEL (CBP SCALE: 3"- V -0' RACKS O1 WALL MOUNTING STEEL RACK ENCLOSURE BLACK TEXTURED BAKED ENAMEL FINISH MIDDLE ATLANTIC PRODUCTS MODEL DWR -18.17 O (1) FLUSH MOUNTING 19" RACK 4112" DEEP X 14 UNITS TALL, 16 GA. WELDED STEEL CONSTRUCTION O ALL RACKS, PANELS AND ACCESSORIES SHALL BE PROVIDED IN A BLACK SEMI -MATTE SHEEN POWDER COAT FINISH. O KEY ALL LOCKS ALIKE 3O 2 UNIT (3 -1/Y) BLANK PANEL SCALE: NTS an S Y -U m TIME RESET STOP WATCH O O 0 O O FAST SLOW STMT HOLD STOP 14 CLOCK PANEL, SEE DETAIL 5 Q CLOCK PANEL / PANEL DIMMER, SEE DETAIL 4 1g WORKOGHT PANEL, SEE DETAIL 7 17 LIGHTING CONTROL PANEL, SEE DETAIL 6 1g RACK POWER PANEL, SEE DETAIL 9. PROVIDE INTERNAL PLUG STRIP FOR RACK EQUIPMENT 8 RECEPTACLES MIN. RACK PANELS & CONTROLS PROVIDED UNDER SECTION 11064 1g MOTOR CONTROL PANEL, SEE DETAIL 8 RACK PANELS PROVIDED BY AUDIO CONTRACTOR ©0 PRODUCTION INTERCOM STATION 19' RACK PANEL 4 PANEL LIGHT FUSE no DOW PANEL LIGHT DIMMER FRONT VIEW 1O ® 1 UNIT (1 -314 ') CONSULTANT VANITY PLATE - iO BLACK SATIN FINISH RACK PANEL SILKSCREEN CONSULTANT LOGO. LIGHT STRIP CONTROL- FUSE, ON/OFF SWITCH AND FULLY o Q5 4 UNIT (7') BLANK PANEL O3 © THESE PANELS RECESSED 2 -112' ONTO PAIR OF ADJUSTABLE 4O AUTO - TRANSFORMER DIMMER MOTOR CRS MOUNTING RAILS FOR PANEL LIGHTS 0 7O SEPARATE REAR SECTION FOR EARLY INSTALLATION BY y FEATURE TIME ADJUSTMENT CONTROLS ELECTRICAL CONTRACTOR- HINGE WITH REMOVABLE PINS TO U al 41/2' ALLOW SEPARATION. SURFACE MOUNT REAR SECTION PER #PDC8412 MEDFIELD, MA (508)359-4396 d DRAWINGS. a CLOCK PANEL A 1P D PROVIDE HORIZONTAL CLOSURE FOR GAP CREATED BY RECESSED PANELS. 9O FULL RACK DEPTH RACK SHELF, RATED FOR 60# MIN. 10 RECESS PANELS 6' ONTO MOUNTING RAILS 11 SIDE STEEL CLOSURE AS REQUIRED BY RECESSED w MO PANELS, R 1© LIGHT STRIP: 14' LONG, 5 LAMP @ 5 WATTS EACH, 12 VOLT. I-u LUCIFER LIGHTING CO. MODEL #R5-14 b m MIAMI, FL (305) 531.7978 (OR APPROVED EQUIVALENT) PROVIDE TRANSFORMER AND RELATED COMPONENTS AS REQUIRED. 13 BLANK 1 -314" RACK PANEL FOR LIGHT BAFFLE, MOUNT ON FACE. RACK PANEL NOTES SCALE: NTS an S Y -U m TIME RESET STOP WATCH O O 0 O O FAST SLOW STMT HOLD STOP 14 CLOCK PANEL, SEE DETAIL 5 Q CLOCK PANEL / PANEL DIMMER, SEE DETAIL 4 1g WORKOGHT PANEL, SEE DETAIL 7 17 LIGHTING CONTROL PANEL, SEE DETAIL 6 1g RACK POWER PANEL, SEE DETAIL 9. PROVIDE INTERNAL PLUG STRIP FOR RACK EQUIPMENT 8 RECEPTACLES MIN. RACK PANELS & CONTROLS PROVIDED UNDER SECTION 11064 1g MOTOR CONTROL PANEL, SEE DETAIL 8 RACK PANELS PROVIDED BY AUDIO CONTRACTOR ©0 PRODUCTION INTERCOM STATION 19' RACK PANEL 4 PANEL LIGHT FUSE no DOW PANEL LIGHT DIMMER FRONT VIEW 1O SCREENED WHITE LETTERING ON QUANTITY: iO BLACK SATIN FINISH RACK PANEL Q2 LIGHT STRIP CONTROL- FUSE, ON/OFF SWITCH AND FULLY o ®_ ADJUSTABLE AUTO - TRANSFORMER TYPE DIMMER. O3 ON10FF SWITCH FOR PANEL LIGHTS h 4O AUTO - TRANSFORMER DIMMER MOTOR >n FOR PANEL LIGHTS 0 Q5 LED DIGITAL CLOCK WITH STOP WATCH y FEATURE TIME ADJUSTMENT CONTROLS e U ON FACE. ELECTRIC TIME CO. INC. MODEL 41/2' w T #PDC8412 MEDFIELD, MA (508)359-4396 s (OR APPROVED EQUIVALENT) a CLOCK PANEL A ET7.1 SCALE: HALF SIZE SIDE VIEW O O g S TIME RESET STOP WATCH O 0 0 O O FAST SLOW STMT HOLD STOP 0 FRONT VIEW QUANTITY: 1 LOCATED IN CBP CLOCK PANEL B SCALE: HALF SIZE 19' RACK PANEL O1 BLACK SATIN FINISH RACK PANEL (2 ) LED DIGITAL CLOCK WITH STOP WATCH FEATURE TIME ADJUSTMENT CONTROLS ON FACE. 4 19' RACK PANEL n reae� mm� Y Y FRONT VIEW QUANTITY: 1O SCREENED WHITE LETTERING ON BLACK SATIN FINISH RACK PANEL 2Q ETC UNISON #U61312 LIGHTING CONTROL PANEL z aoai QUANTITY: QUANTITY: iO 0 2O NOT USED BLACK SATIN FINISH RACK PANEL o ®_ v N UNDER SECTION 11064. h O3 y MOTOR >n e 0 ® y e U v w T g I=u s SCALE: HALF SIZE 19' RACK PANEL " O STAGE WORKLIGHTS p M RIGGING AUDITORIUM CATWALKS CD El C M C C C o FRONT VIEW QUANTITY: iO SCREENED WHITE LETTERING ON BLACK SATIN FINISH RACK PANEL ( SPECIFICATION FOR THIS PANEL IN SECTION 16580. WORKLIGHT CONTROL PANEL SCALE: HALFSIZE UP% DOWN SCREEN 19" RACK PANEL FRONT VIEW QUANTITY: QUANTITY: iO SCREENED WHITE LETTERING ON 2O NOT USED BLACK SATIN FINISH RACK PANEL Q3 15 AMP BREAKER (D SPECIFICATIONS FOR THIS PANEL O PROVIDE RECEPTACLES AS REQUIRED FOR: UNDER SECTION 11064. - CONSOLE DATA INPUT O3 KEY SWITCH MOTOR CONTROL PANEL SCALE: HALF SIZE 19' RACK PANEL Q DATA HAND -HELD O INPUT REMOTE LINK � (R U O n DMX 1 -512 CD FRONT VIEW QUANTITY: 1Q SCREENED WHITE LETTERING ON BLACK SATIN FINISH RACK PANEL. 2O NOT USED Q3 15 AMP BREAKER ® FLUSH 2P &G RECEPTACLE O PROVIDE RECEPTACLES AS REQUIRED FOR: - CONSOLE DATA INPUT - REMOTE FOCUS UNIT - NETWORK RACK POWER PANEL SCALE: HALF SIZE FIXTURE TEST PLUG — Fo O Knudson & Ward, Inc. TSeate pkmi g and ded,n nnedMnb 80 YFSLER WAY SEATTLE WA 98104 i0S343.]090 PAX M.343.] w w w. k nu d s o n w a r d. c o J Q U LLJ J J W W 0 W W �U LU W W H Q Z O N Z� w >_ 0 O� 0 W � Z(n (n O5 H 0 CV Q Z J O Oz fn U�_ N c- '_ Z) C v C 5_ 0 L C w AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 11 FEB 2004 SHEET ET7.1 Of: FLUSH MOUNTING WALL ENCLOSURE W/ STEEL DOOR, BLACK POWDER COAT FINISH, PROVIDE BACK BOX CONTINUOUS HINGE #220.9309 11111'I 8tlp88I ` \yyy(' JJ((,'I MANUFACTURED BY: D�TERNATIONAL INC. ORLANDO, FL FACE VIEW (407) 858-9848 ENGRAVED AND WHITE FILLED LETTERING 1OA1Np RECESSED INTERNAL PLATE W/ ONIOFF CONTROL BUTTONS. SPECIFIC PANEL OPERATIONS OUTLINED IN = SPECIFICATION 16580. SECTION VIEW INTERNAL PLATE QUANTITY: LIGHTING CONTROL STATION 1 (LCS1 SCALE: 3" = T -0' FACE VIEW INTERNAL PLATE QUANTITY: J ,wen, o,va�e CONTROL STATION I D O � v v o v v o T7 2 / SCALE: 3"= V -0' p MOMENTARY CONTACT PUSH BUTTON INTERNAL PLATE QUANTITY: J ,wen, o,va�e CONTROL STATION 3 T7 2 / SCALE: 3"= V -0' p MOMENTARY CONTACT PUSH BUTTON ...r. SWITCH, REAR LED ILLUMINATED, INDICATING CIRCUIT ON /OFF STATUS. rrue•re A.v,. FILLED BLACK LETTERING. ASSEMBLY MANUFACTURED BY: FACE VIEW LIGHTING CONTROLS AND DESIGN, INC. QUANTITY: LOS ANGELES, CA (323)226 -0000 y 1 1 v u h €° U t r,aaer 7, 1 _IY�Y FLUSH MOUNTING WALL ENCLOSURE W/ STEEL DOOR, BLACK POWDER COAT FINISH, PROVIDE BACK BOX CONTINUOUS HINGE LATCH/LOCK: #220 -9309 MANUFACTUREDBY: DIRAK DFS INTERNATIONAL INC. ORLANDO, FL (407)858.9848 SEE ENLARGED DETAIL SCREENED OPERATIONAL INSTRUCTIONS AS OUTLINED IN SPECIFICATION 16580. RECESSED INTERNAL PLATE W/ ON/OFF CONTROL, MASTER PRESET SLIDER, PRESET SLIDERS AND PRESET BUTTONS. SPECIFIC PANEL OPERATIONS OUTLINED IN SPECIFICATION 16580. LIGHTING CONTROL STATION 2 SCALE: W =1' -0' WHITE PLATE WITH BLACK SCREENED LETTERING AS SHOWN. 65 II o TWO GANG PLATE W/ {If} o TAKE CONTROL, ONE LIGHTING PRESET SLIDER, THREE PRESET BUTTONS AND OFF. FRONT VIEW QUANTITY: LIGHTING CONTROL STATION 3 i SCALE: 3" = 1'4Y 1 Z SECTION VIEW CS2 10 1T2" SCREENED WHITE LETTERING ON SINGLE PLATE, BLACK SATIN FINISH. E.C. PROVIDES BACK BOX XLR-6F RECEPTACLE FRONT VIEW QUANTITY: LIGHTING CONTROL RECEPTACLE 1 (LCR1 SCALE: 3' = 1'-0" 101/2' INTERNAL PLATE QUANTITY: 11 GA STEEL SENZEL AND LID ASSEMBLY WITH GREY POWDER COAT FINISH. 318' CABLEWAY SLOT FLOOR PCCKET- ACE BACKSTAGE CO. MODEL #122 6122CPX CASTIAC, CA (805)2955760 WELDED 16 GA STEEL, ZINC PLATED BACK BOX VOLTAGE BARRIER INTERNAL PLATES XLR-5M RECEPTACLE ENGRAVED AND WHITE FILLED LETTERING XLR -6F RECEPTACLE RJ45 RECEPTACLE 20 AMP DUPLEX RECEPTACLE LIGHTING CONTROL FLOOR POCKET (LCF SCALE: 3' = 1' -0' SCREENED WHITE LETTERING ON 3-GANG PLATE, BLACK SATIN FINISH, E.C. PROVIDES BACK BOX XLR-6F RECEPTACLE XLR -5M RECEPTACLE FRONT VIEW QUANTITY: LIGHTING CONTROL RECEPTACLE 3 (LCR3 SCALE: 3"= V -0" FACE VIEW QUANTITY: SINGLE GANG STAINLESS STEEL FACE PLATE BACKBOX PROVIDED BY E.0 MOMENTARY CONTACT PUSH BUTTON SWITCH, REAR LED ILLUMINATED. INDICATING CIRCUIT ONIOFF STATUS. GREEN-ON/RED-OFF. ENGRAVED AND FILLED BLACK LETTERING. ASSEMBLY MANUFACTURED BY: LIGHTING CONTROLS AND DESIGN, INC. LOS ANGELES, CA (323)226-0000 WORKLIGHT CONTROL STATION 1 (WCS1 SCALE: 3" = V -0' FACE VIEW QUANTITY: SINGLE GANG STAINLESS STEEL FACE PLATE BACKBOX PROVIDED BY E.0 MOMENTARY CONTACT PUSH BUTTON SWITCH, REAR LED ILLUMINATED, INDICATING CIRCUIT ON/OFF STATUS. GREEN-ON/RED-OFF. ENGRAVED AND FILLED BLACK LETTERING. ASSEMBLY MANUFACTURED BY: LIGHTING CONTROLS AND DESIGN, INC. LOS ANGELES, CA (323)226 -0000 WORKLIGHT CONTROL STATION 2 SCALE: 3"- i' -0' CL FACE VIEW QUANTITY: DOUBLE GANG STAINLESS STEEL FACE PLATE BACKBOX PROVIDED BY E.0 MOMENTARY CONTACT PUSH BUTTON SWITCH, REAR LED ILLUMINATED, INDICATING CIRCUIT ON /OFF STATUS. GREEN- OWRED-0FF. ENGRAVED AND FILLED BLACK LETTERING. ASSEMBLY MANUFACTURED BY: LIGHTING CONTROLS AND DESIGN, INC. LOS ANGELES, CA (323)226-0000 :9�) WORKLIGHT CONTROL STATION 3 T7 2 / SCALE: 3"= V -0' MOMENTARY CONTACT PUSH BUTTON WORKLIGHT CONTROL STATION 4 SCALE: 3" = V -0' L* Knudson & Ward, Inc Tlu•en p4oning sd detlp, cmuuleub N YFSLER WAY SEATTLE WA 99109 2%.N17M FAX 2116.349]153 w w w. knu d s o n w a rd, com z DOUBLE GANG STAINLESS STEEL FACE PLATE ® ® BACKBOX PROVIDED BY E.C. ® MOMENTARY CONTACT PUSH BUTTON ®® SWITCH, REAR LED ILLUMINATED, INDICATING CIRCUIT ON /OFF STATUS. ® $ GREEN- 0WRED OFF. ENGRAVED AND FILLED BLACK LETTERING. ASSEMBLY MANUFACTURED BY: FACE VIEW LIGHTING CONTROLS AND DESIGN, INC. QUANTITY: LOS ANGELES, CA (323)226 -0000 WORKLIGHT CONTROL STATION 4 SCALE: 3" = V -0' L* Knudson & Ward, Inc Tlu•en p4oning sd detlp, cmuuleub N YFSLER WAY SEATTLE WA 99109 2%.N17M FAX 2116.349]153 w w w. knu d s o n w a rd, com z �0 LU0 g o ° O t v N N • Z p s O y 1 1 v u h €° U t /1 11 J U F-- J W J W W Q W W �U Q W W Z O N3 z W } O� 0 cmdU C Z� O:5 h— F Q CV Q Z J `^ O° O� L Cn U� N �C V E = 0 �E W AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 1 I FEB 2004 SHEET ET7.2 OF: J A 1 i TERMINAL BOX UNDERSIDE OF WIREWAY STEEL OR ALUMINIUM WIREWAY PAINTED SATIN BLACK. 24" PIGTAILS -1c 31 30 29 WL NO 28 27 26 25 24 HOUSE LEFT QUANTITY: 1 DIMMERS: D1/10 -31 NON-DIM RELAY: WORKLIGHT RELAY: PIGTAIL CONNECTOR STRIP 1 (PCS1; SCALE: 318" = V -0' 7 PIGTAILS @ 2'S' O.C. TERMINAL BOX UNDERSIDE OF WIREWAY STEEL OR ALUMINIUM WIREWAY PAINTED — 24" PIGTAILS 9 9 8 8 7 HOUSE LEFT QUANTITY: 1 DIMMERS: 0111 -9 NON -DIM RELAY: 2 PIGTAIL CONNECTOR STRIP 2 ET7.3 SCALE: 3/8" = 1' -0" TERMINAL BOX, MOUNT TO BRIDGING STEEL SEE RIGGING DRAWINGS 41 -M CKT. NUMBERS WRP2 'KELLEMS" TYPE STRAIN RELIEF, OUT OF BOTTOM OF TERMINAL BOX. TWO @ #12/30c SO CABLE 48' -0" WIREWAY LENGTH 22 PIGTAILS @ 2' -2" O.C. 3 PAIRS OF RECEPTACLES @ iT4" OA NEMA L10 -20R FLUSH RECEPTACLE NEMA 5-20RD FLUSH RECEPTACLE LABEL-WORKLIGHT' —) r—LABEL'NON -DIM" t WL NO 20 19 — 48' -0" WIREWAY LENGTH - 4 2P &G RECEPTACLES @ 2'-8' O.C. 3 5-20RD RECEPTACLES @ 20' -0" O.C. NEMA 5-20RD RECEPTACLE LABEL 'NON -0IM' t t t t 8 5 ND 5 4 ELECTRICAL CONTRACTOR TO VERIFY CABLE ALLIGNMENT WITH RIGGING CONTRACTOR PRIOR TO TERMINATION 2-1/2" CIRCUIT LABEL (BOTH SIDES) #12/3 SO CABLE PIGTAIL WITH 2P &G CONNECTOR & STRAIN RELIEF 15 14 13 WL NO 12 11 10 HOUSE RIGHT 7 PIGTAILS 2-8- O.C. 2 -V2' CIRCUIT LABEL (BOTH SIDES) #1213 SO CABLE PIGTAIL WITH 2P &G CONNECTOR 8 STRAIN RELIEF / t HOUSE RIGHT n n n n n STAGE LEFT 1STELECTRIC 62 63 50 51 52 53 ND WL 64 54 55 56 57 65 2ND ELECTRIC 84 85 72 73 74 75 NO WL 86 78 77 78 79 87 3RD ELECTRIC 106 107 94 95 98 97 NO WL 108 98 99 100 101 109 QUANTITY: 3 DIMMERS: D1/50 -96, D21V7.115 NON -DIM RELAY: R/15,17,19 WORKLIGHT RELAY: R/3,5,7 s RECEPTACLE CONNECTOR STRIP 1 RCS1 ET7.3 SCALE: 3/8" = V -0" TERMINAL BOX, MOUNT TO BRIDGING STEEL SEE RIGGING DRAWINGS ELECTRICAL CONTRACTOR TO VERIFY 41-03 CKT. NUMBERS CABLE ALLIGNMENT WITH RIGGING xmv-z CONTRACTOR PRIOR TO TERMINATION "KELLEMS' TYPE STRAIN RELIEF, OUT OF BOTTOM OF TERMINAL BOX. TWO @—' #12I30c SO CABLE 10'-0" 1a -0• 5' -0" • - -- 5' -0' STRAIN RELIEF BRACKET TERMINAL BOX TYPE C NEMA LIO.20R 20 AMP 2P &G FOR WORKLIGHT CIRCUIT RECEPTACLE C 3TI4 LABEL'WORKLIGHT" �— STAGE LEFT 4TH ELECTRIC 118 117 118 ND WIL 119 120 121 QUANTITY: i DIMMERS: 021116.133 NON -DIM RELAY: R/21 WORKLIGHT RELAY: RA a RECEPTACLE CONNECTOR STRIP 2 ET7.3 SCALE: 318• = 1' -0• n d n 66 58 59 80 61 WL 67 ND 54 55 58 57 68 88 80 81 B2 83 WL 89 ND 7fi 77 78 79 90 110 102 103 104 105 WL 111 NO 102 103 104 105 112 5a' -o• 1 V -0' (6) GROUPS OF (3) 2P &G R CEPTACLES @ T -9' O.C. LABEL CIRCUITS BOTH SIDES. 2' HIGH LABEL BRACKET FOR SINGLE RECEPTACLES NEMA 5-20RD TYPE A AND Y4" LABEL FOR NON -DIM CIRCUIT FOR RECEPTACLE GROUPS. TYP. OF 3 314" LABEL "NON -DIM" iii -- 110 111 n d 69 WL 50 51 52 53 70 NO 91 WL 72 73 74 7S 92 ND 113 WL 98 99 100 101 114 NO 5'-0" STEEL OR ALUMINIUM WIREWAY PAINTED SATIN BLACK. 122 123 124 WL 125 128 127 NO 128 129 130 WL 5' -0' 10' -0" 131 132 133 NO YSTAGE RIGHT 71 93 115 STAGE RIGHT 2' -0' UPSTAGE 126 126 127 127 128 128 QUANTITY: 1 DIMMERS: 2' -0' BRACKET TYPE B 2-1/2' CIRCUIT LAB L EACH CIRCUIT RAN E, BOTH SIDES // ELECTRICAL CONTRACTOR TO VERIFY CABLE ALLIGNMENT WITH RIGGING CONTRACTOR PRIOR TOT ERMINATION TERMINAL BOX, MOUNT TO ROOF STEEL CKT. NUMBERS "KELLEMS" STRAIN RELIEF 00'#12/26C SO CABLE 21' -0' WIREWAY PICK -UP LINES 9' -0' O.C. 4'-W 2'-0 5 "KELLEMS" STRAIN RELIEF TERMINAL BOX ST EL OR LUMINIUM WIREWAY PA NTED _ TIN BLACK. ' -0' 129 129 I 1 132 132 PIGT � 2 PIGTtV4 � DOWN-STAGE L so. PIGTAIL 130 130 133 133 131 131 134 134 #1213c SO CABLE PIGTAIL W/ STRAIN RELIEF & 20 AMP 2P &G FEMALE PLUG WI CIRCUIT NUMBER LABEL 5N PIGTAIL CONNECTOR STRIP 3 T7.3 SCALE: 3/8'= l' -0' ELECTRICAL CONTRACTOR TO VERIFY CABLE ALLIGNMENT WITH RIGGING CONTRACTOR PRIOR TO TERMINATION TERMINAL BOX, MOUNT TO ROOF STEEL CKT. NUMBERS 117 -125 'KELLEMS' STRAIN RELIEF _' #12/26c SO CABLE x 21'-0 WIREWAY V-6, PICK -UP LINES 9' -0' O.C. 2' -0" 'KELLEMS* STF NN RELIEF TERMINAL BO STEEI 2'0' 4'S' 2'-0' BRACKET TYPE B 2 1/2" CIRCUIT LABEL EAi H CIRCUIT RANGE, \\ BOTH SIDES 1 DOWNSTAGE � PIGTAIL 4 "PIG 123 123 1120 120 6' -0' PIGTL 124 124 121 121 125 125 122 122 #1213c SO CABLE PIGTAIL W/ STRAIN RELIEF 8 20 AMP 2P &G FEMALE PLUG W/ CIRCUIT NUMBER LABEL ecDJ QUANTITY: DIMMERS: 1 PIGTAIL CONNECTOR STRIP 4 (PCS4 SCALE: 318" = V -0" UPSTAGE 117 117 118 118 119 119 Knudson & Ward, Inc iAeatn planting aM dedgn aenaulbnb 80 TESLER WAY SfiA71T.E WA S 04 20634i.J090 FAX 206348.mm www.knudsonWaTd.com Ujm to -0' — 10'-0' 1a -0' 10*-0' 10' -0' 5' -0" — 5' -0' 5' -0" 5'-0' S'4Y S -0- T-O" • 5' -0" z q (10) 2P &G RECE CL(5) t y a-4 3 m ¢ � t v R w s / t GROUPS OF (4) 2P &G RE PSTRAIN 1' RELIEF BRACKET LABEL CIRCUITS BOTH fj TERMINAL BO% TYPE C NEMA L10.20R FOR WORKLIGHT CIRCUR TYP. OF 3 BRACKET TYPEA SIDES. 2' HIGH LABEL FOR SINGLE RECEPTACLES AND %' LABEL FOR RECEPTACLE GROUPS. 5.20RD ON -DIM CIRCUIT OF 3 W STEEL REWAY PAINTED M WIREWLACK. SATIN 20 AMP 2P &G RECEPTACLE 314" LASEL'WORKLIGHT" ABEL'NON -0IM' 11 t t vigil eel 1111 0 milli i o 1991 t i 1 n n n n n STAGE LEFT 1STELECTRIC 62 63 50 51 52 53 ND WL 64 54 55 56 57 65 2ND ELECTRIC 84 85 72 73 74 75 NO WL 86 78 77 78 79 87 3RD ELECTRIC 106 107 94 95 98 97 NO WL 108 98 99 100 101 109 QUANTITY: 3 DIMMERS: D1/50 -96, D21V7.115 NON -DIM RELAY: R/15,17,19 WORKLIGHT RELAY: R/3,5,7 s RECEPTACLE CONNECTOR STRIP 1 RCS1 ET7.3 SCALE: 3/8" = V -0" TERMINAL BOX, MOUNT TO BRIDGING STEEL SEE RIGGING DRAWINGS ELECTRICAL CONTRACTOR TO VERIFY 41-03 CKT. NUMBERS CABLE ALLIGNMENT WITH RIGGING xmv-z CONTRACTOR PRIOR TO TERMINATION "KELLEMS' TYPE STRAIN RELIEF, OUT OF BOTTOM OF TERMINAL BOX. TWO @—' #12I30c SO CABLE 10'-0" 1a -0• 5' -0" • - -- 5' -0' STRAIN RELIEF BRACKET TERMINAL BOX TYPE C NEMA LIO.20R 20 AMP 2P &G FOR WORKLIGHT CIRCUIT RECEPTACLE C 3TI4 LABEL'WORKLIGHT" �— STAGE LEFT 4TH ELECTRIC 118 117 118 ND WIL 119 120 121 QUANTITY: i DIMMERS: 021116.133 NON -DIM RELAY: R/21 WORKLIGHT RELAY: RA a RECEPTACLE CONNECTOR STRIP 2 ET7.3 SCALE: 318• = 1' -0• n d n 66 58 59 80 61 WL 67 ND 54 55 58 57 68 88 80 81 B2 83 WL 89 ND 7fi 77 78 79 90 110 102 103 104 105 WL 111 NO 102 103 104 105 112 5a' -o• 1 V -0' (6) GROUPS OF (3) 2P &G R CEPTACLES @ T -9' O.C. LABEL CIRCUITS BOTH SIDES. 2' HIGH LABEL BRACKET FOR SINGLE RECEPTACLES NEMA 5-20RD TYPE A AND Y4" LABEL FOR NON -DIM CIRCUIT FOR RECEPTACLE GROUPS. TYP. OF 3 314" LABEL "NON -DIM" iii -- 110 111 n d 69 WL 50 51 52 53 70 NO 91 WL 72 73 74 7S 92 ND 113 WL 98 99 100 101 114 NO 5'-0" STEEL OR ALUMINIUM WIREWAY PAINTED SATIN BLACK. 122 123 124 WL 125 128 127 NO 128 129 130 WL 5' -0' 10' -0" 131 132 133 NO YSTAGE RIGHT 71 93 115 STAGE RIGHT 2' -0' UPSTAGE 126 126 127 127 128 128 QUANTITY: 1 DIMMERS: 2' -0' BRACKET TYPE B 2-1/2' CIRCUIT LAB L EACH CIRCUIT RAN E, BOTH SIDES // ELECTRICAL CONTRACTOR TO VERIFY CABLE ALLIGNMENT WITH RIGGING CONTRACTOR PRIOR TOT ERMINATION TERMINAL BOX, MOUNT TO ROOF STEEL CKT. NUMBERS "KELLEMS" STRAIN RELIEF 00'#12/26C SO CABLE 21' -0' WIREWAY PICK -UP LINES 9' -0' O.C. 4'-W 2'-0 5 "KELLEMS" STRAIN RELIEF TERMINAL BOX ST EL OR LUMINIUM WIREWAY PA NTED _ TIN BLACK. ' -0' 129 129 I 1 132 132 PIGT � 2 PIGTtV4 � DOWN-STAGE L so. PIGTAIL 130 130 133 133 131 131 134 134 #1213c SO CABLE PIGTAIL W/ STRAIN RELIEF & 20 AMP 2P &G FEMALE PLUG WI CIRCUIT NUMBER LABEL 5N PIGTAIL CONNECTOR STRIP 3 T7.3 SCALE: 3/8'= l' -0' ELECTRICAL CONTRACTOR TO VERIFY CABLE ALLIGNMENT WITH RIGGING CONTRACTOR PRIOR TO TERMINATION TERMINAL BOX, MOUNT TO ROOF STEEL CKT. NUMBERS 117 -125 'KELLEMS' STRAIN RELIEF _' #12/26c SO CABLE x 21'-0 WIREWAY V-6, PICK -UP LINES 9' -0' O.C. 2' -0" 'KELLEMS* STF NN RELIEF TERMINAL BO STEEI 2'0' 4'S' 2'-0' BRACKET TYPE B 2 1/2" CIRCUIT LABEL EAi H CIRCUIT RANGE, \\ BOTH SIDES 1 DOWNSTAGE � PIGTAIL 4 "PIG 123 123 1120 120 6' -0' PIGTL 124 124 121 121 125 125 122 122 #1213c SO CABLE PIGTAIL W/ STRAIN RELIEF 8 20 AMP 2P &G FEMALE PLUG W/ CIRCUIT NUMBER LABEL ecDJ QUANTITY: DIMMERS: 1 PIGTAIL CONNECTOR STRIP 4 (PCS4 SCALE: 318" = V -0" UPSTAGE 117 117 118 118 119 119 Knudson & Ward, Inc iAeatn planting aM dedgn aenaulbnb 80 TESLER WAY SfiA71T.E WA S 04 20634i.J090 FAX 206348.mm www.knudsonWaTd.com J U � J J W W Q W W �U LU W W Z O N ZE m w >- O O C'6 U Cn Q Z� O Q CV Q Z J cn Oc L Nn N •� E = O E W N AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: i I FEB 2004 SHEET ET7.3 OF: J Ujm ®_ o yp W v t. UH z q ® t y a-4 3 m ¢ � t v R w s / t 1' J U � J J W W Q W W �U LU W W Z O N ZE m w >- O O C'6 U Cn Q Z� O Q CV Q Z J cn Oc L Nn N •� E = O E W N AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: i I FEB 2004 SHEET ET7.3 OF: J $I >r 1 CATWALK SECTION ET7.4 SCALE: 314" = V-17 WORKLIGHT VERTICAL SUPPORTS V TO 10' -0' O.C. TYP. LOCATION OF RECEPTACLE BOXES, TYR SEE PLAN CONT. 2"X 2" STEEL ANGLE SUPPORT ELECTRICAL WIREWAY FOR STAGE LIGHTING CIRCUITS, FURNISHED UNDER SECTION 16581 PIGTAIL CONT. 1-117 0 SCHD, 40 STEEL PIPE SECURE AGAINST ROTATION NO INTERMEDIATE RAILING PER UBC 509.1 FIXTURE PROVIDED UNDER SECTION 18582 4' HIGH STL. KICK PLATE, TYP. BOTH SIDES HOUSE LIGHT TYP. STRUCTURE AS DESIGNED BY STRUCTURAL ENGINEER 314' PLYWOOD DECK FOLLOWSPOT SECTION ET7.4 SCALE: 3/4"= 1'4" TOP VIEW 12' • 14' FRONT VIEW QUANTITY: DIMMERS: TRACK LIGHTING ENTIRE LENGTH OF BOOTH WINDOW, CIRCUIT TO WALL DIMMER VERTICAL SUPPORTS F TO 10' -0' O.C. TYP. CONT. 2"X 2" STEEL ANGLE SUPPORT ELECTRICAL WIREWAY FOR STAGE LIGHTING CIRCUITS, FURNISHED UNDER SECTION 16581 CONT. 1-1/2'0 SCHD. 40 STEEL PIPE SECURE AGAINST ROTATION FOLLOWSPOT PROVIDED UNDER SECTION 16582 HEIGHT OF CATWALK BEYOND GUARDRAIL NOT REWIRED PER UBC 509.1; PROVIDE CONT. 114' TENSIONED WIRE ROPE RAILING FOR SAFETY LOCATION OF RECEPTACLE BOXES - TYP. SEE PLAN 4' HIGH STL. KICK PLATE, TYP. BOTH SIDES HOUSE LIGHT TYP. STRUCTURE AS DESIGNED BY STRUCTURAL ENGINEER 314' PLYWOOD DECK STEEL FLOOR PLATE, FLOOR POCKET 3 BLACK SATIN FINISH 4" ET7.4 SCALE: 1 1/2' =1' HINGED STEEL LID I •� �'. ( 3I4" NUMBERING STEELENCLOSURE WITH FOUR CABLE 20 AMP 2P &G BLACK SATIN FINISH NOTCHES u 4" WIDE CHROMED STEEL PLATE, SIDE NEW STEEL STAPLE HANDLE BLACK SATIN FINISH 314' CIRCUIT x x x NUMBERING • z © #12/3c SO CABLE PIGTAIL 314'NUMBERING W/ STRAIN RELIEF & �+ 20 AMP 2P&G � d � u FEMALE RECEPTACLES U INTERNAL PLATE 10'. 12* FLUSH LID IN STAGE FLOOR j\ INTERNAL PLATE ONSTAGE b 10 SURFACE MOUNTING STEEL ENCLOSURE BLACK SATIN FINISH 4" WIDE CHROMED STEEL STAPLE HANDLE X X X X 314" CIRCUIT NUMBERING #1213c SO CABLE PIGTAIL WI STRAIN RELIEF & 20 AMP 2P&G FEMALE PLUG 2'MAX LL T'S-4' 4' $p e Q LL n LL _� a n FRONT VIEW QUANTITY: am DIMMERS: PIGTAIL BOX 4 _ P134 ET7,4 SCALE: 1 112"- l -(r i FLOOR POCKET 3 FP3 4" ET7.4 SCALE: 1 1/2' =1' -0' I •� �'. ( 3I4" NUMBERING b 10 SURFACE MOUNTING STEEL ENCLOSURE BLACK SATIN FINISH 4" WIDE CHROMED STEEL STAPLE HANDLE X X X X 314" CIRCUIT NUMBERING #1213c SO CABLE PIGTAIL WI STRAIN RELIEF & 20 AMP 2P&G FEMALE PLUG 2'MAX LL T'S-4' 4' $p e Q LL n LL _� a n FRONT VIEW QUANTITY: am DIMMERS: PIGTAIL BOX 4 _ P134 ET7,4 SCALE: 1 112"- l -(r i FRONT VIEW QUANTITY: DIMMERS: PIGTAIL BOX 6 (P136 ET7.4 SCALE: 1112 " =1'-0" L _ J X X X X X FRONT VIEW QUANTITY: DIMMERS: PIGTAIL BOX 6 (P136 ET7.4 SCALE: 1112 " =1'-0" 2' MAX TERMINAL STRIP 8" STEELENCLOSURE BLACK SATIN FINISH 4" rx 4' SURFACE MOUNTING I •� �'. ( 3I4" NUMBERING STEELENCLOSURE �-- -- 20 AMP 2P &G BLACK SATIN FINISH RECEPTACLE u 4" WIDE CHROMED 10 SIDE NEW STEEL STAPLE HANDLE 314' CIRCUIT NUMBERING • z q i #12/3c SO CABLE PIGTAIL ®; W/ STRAIN RELIEF & �+ 20 AMP 2P &G FEMALE PLUG � d � u U N FRONT VIEW QUANTITY: DIMMERS: PIGTAIL BOX 6 (P136 ET7.4 SCALE: 1112 " =1'-0" FLUSH RECEPTACLE BOX 3 SCALE: 11/2"- V -0" 130" RUN CONDUIT ALONG FACE OF STEEL STEEL SUPPORT - INTERNAL TERMINAL STRIP V CIRCUIT LABEL PIPE RAIL X X~7 (2) 20 AMP 2P &G RECEPTACLE — �- f STEEL D ATIN BLACK. WIREWAY ILTJ — PAINTED SATIN BLACK. 8' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F.F.L. OF SIDE LIGHTING PLATFORM ELEVATION OF SIDE LIGHTING PLATFORM LOOKING TOWARDS CENTERLINE OF AUDITORIUM QUANTITY: DIMMERS: RECEPTACLE CONNECTOR STRIP 3 (RCS3 SCALE: 1 1/2" =1' -0' RUN CONDUIT ALONG FACE OF STEEL STEEL SUPPORT INTERNAL TERMINAL STRIP V CIRCUIT LABEL PIPE RAIL 3TOC 8 -0" 5.20RD RECEPTACLE X X (2) 20 AMP 2P &G RECEPTACLE X X STEEL ATIN BLACK WIREWAY �•I!c' PAINTED SATIN BLACK -------- _ _ _ _ _ _ _ _ F.F.L. OF SIDE LIGHTING PLATFORM ELEVATION OF SIDE LIGHTING PLATFORM LOOKING TOWARDS CENTERLIN E OF AUDITORIUM QUANTITY: DIMMERS: NON-DIM RELAY: RFr.FPTACI_E CONNECTOR STRIP 4 (RCS4 SCALE: 1 112' =1' -0• 0 .,..,.,.� .............. O O ° i -112" I.D. 0 SCHD. 40 /PIPE, BY RIGGER O SIDE VIEW SECTION e BRACKET TYPE A ET7.4 SCALE: 1112' = V -0' 7116"0 HOLE FOR PICK -UP LINE 0 CONNECTOR STRIP O O � U no° 1412" I.D. 0 SCHD. 40 -'I,�- PIPE, BY RIGGER 10 BRACKET TYPE B _ ET7.4 SCALE: 1 112' = V -0' 5 d e 0 HOLE FOR PICK -UP LINE I.D. 0 SCHD. 40 PIPE, BY RIGGER DOUBLE PIPE BATTEN MOUNTING BRACKET CONNECTOR STRIP I.D. 0 SCHD. 40 PIPE, BY RIGGER 11 FLUSH MOUNTING TYPE 8" STEELENCLOSURE BLACK SATIN FINISH 4" rx I •� �'. ( 3I4" NUMBERING rl �-- -- 20 AMP 2P &G RECEPTACLE u FRONT VIEW SIDE NEW QUANTITY: DIMMERS: FLUSH RECEPTACLE BOX 3 SCALE: 11/2"- V -0" 130" RUN CONDUIT ALONG FACE OF STEEL STEEL SUPPORT - INTERNAL TERMINAL STRIP V CIRCUIT LABEL PIPE RAIL X X~7 (2) 20 AMP 2P &G RECEPTACLE — �- f STEEL D ATIN BLACK. WIREWAY ILTJ — PAINTED SATIN BLACK. 8' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F.F.L. OF SIDE LIGHTING PLATFORM ELEVATION OF SIDE LIGHTING PLATFORM LOOKING TOWARDS CENTERLINE OF AUDITORIUM QUANTITY: DIMMERS: RECEPTACLE CONNECTOR STRIP 3 (RCS3 SCALE: 1 1/2" =1' -0' RUN CONDUIT ALONG FACE OF STEEL STEEL SUPPORT INTERNAL TERMINAL STRIP V CIRCUIT LABEL PIPE RAIL 3TOC 8 -0" 5.20RD RECEPTACLE X X (2) 20 AMP 2P &G RECEPTACLE X X STEEL ATIN BLACK WIREWAY �•I!c' PAINTED SATIN BLACK -------- _ _ _ _ _ _ _ _ F.F.L. OF SIDE LIGHTING PLATFORM ELEVATION OF SIDE LIGHTING PLATFORM LOOKING TOWARDS CENTERLIN E OF AUDITORIUM QUANTITY: DIMMERS: NON-DIM RELAY: RFr.FPTACI_E CONNECTOR STRIP 4 (RCS4 SCALE: 1 112' =1' -0• 0 .,..,.,.� .............. O O ° i -112" I.D. 0 SCHD. 40 /PIPE, BY RIGGER O SIDE VIEW SECTION e BRACKET TYPE A ET7.4 SCALE: 1112' = V -0' 7116"0 HOLE FOR PICK -UP LINE 0 CONNECTOR STRIP O O � U no° 1412" I.D. 0 SCHD. 40 -'I,�- PIPE, BY RIGGER 10 BRACKET TYPE B _ ET7.4 SCALE: 1 112' = V -0' 5 d e 0 HOLE FOR PICK -UP LINE I.D. 0 SCHD. 40 PIPE, BY RIGGER DOUBLE PIPE BATTEN MOUNTING BRACKET CONNECTOR STRIP I.D. 0 SCHD. 40 PIPE, BY RIGGER 11 BRACKET TYPE C ET/.4 SCALE: 1 112' = T-O" I' • 12 2P &G DETAIL ETT.4 SCALE: NTS CIRCUIT NUMBERING ON CABLE END, APPLY TO BOTH SIDES AND SECURE WITH CLEAR SHRINK -WRAP SLEEVE 13 CABLE LABEL DETAIL ET7.4 SCALE: NTS YOKE ROTATION TEE - HANDLE NOTE: SQUARE HEAD BOLT NOT ACCEPTABLE BOLT HANDLE ACCESSORY: "MEGA SQUARE" 14 C -CLAMP DETAIL ET7.4 SCALE: NTS 1116'X 30' LONG SAFETY CABLE WITH SPRING CLIP RATED FOR 500# BREAKING STRENGTH. PAINT ASSEMBLY BLACK NOTE: 118" OR LARGER WIRE ROPE NOT ACCEPTABLE. WIRE ROPE LOOPED THROUGH HOLE IN FRONT PLATE AND SWAGED TO RETAIN CABLE, FRESNEL BARN DOOR 15 SAFETY CABLE DETAIL E77,q SCALE: NTS 1/8'X 30' LONG SAFETY CABLE WITH SPRING CLIP RATED FOR 500# BREAKING STRENGTH. PAINT ASSEMBLY BLACK WIRE ROPE LOOPED THROUGH HOLE IN YOKE AND SWAGED TO RETAIN CABLE. LIGHTING INSTRUMENT TYPICAL FOR: BORDERS (STRIP LIGHTS) 16 SAFETY CABLE DETAIL ET7.4 SCALE: NTS 1/8"X30' LONG SAFETY CABLE WITH SPRING CLIP RATED FOR 500# BREAKING STRENGTH. PAINT ASSEMBLY BLACK. WIRE ROPE LOOPED AROUND YOKE SHOULDER AND SWAGED TO RETAIN CABLE. INSTRUMENT YOKE LIGHTING INSTRUMENT TYPICAL FOR: ELLIPSODIALS, FRESNELS AND PARS 17 SAFETY CABLE DETAIL ET7.4 SCALE: NTS Knudson & Ward, Inc TMa4e PLneing vW Mign cwuvbavb W YM9 WAY SE = WA 98104 2W.343.7M FAX ]116.343.]153 www.knudsonward.com U � J W I..— _J W W 0 W W �U Q W W H 0 z O N 3 ZE Cie 0 W >_ Q _>z O c: <E O W c z� L O5 0 CV Qz° J v1 O0 2 VV) U 2- :� E V CC C I O JC W � AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 11 FEB 2004 SHEET ET7.4 OF: J ® o ®_ 0. u N • z q i ®; � d � u U L s U � J W I..— _J W W 0 W W �U Q W W H 0 z O N 3 ZE Cie 0 W >_ Q _>z O c: <E O W c z� L O5 0 CV Qz° J v1 O0 2 VV) U 2- :� E V CC C I O JC W � AGENCY REVIEW PROJECT: 23025 DRAWN: MWL DATE: 11 FEB 2004 SHEET ET7.4 OF: J (AC 1) 0 1 0 P':0PTP' PI DM OFFICE I■ t FRZ R12 8 R12 R12 R12 J s, S3 S9 lal Aj (D 0 0 K5 o K5 O o��uu O � E I K5 G (D 0 U O O O O S13 9 6 ) %1 9 P2 2i N R3 1 WB1 24 KITCHEN WB, P3 O COOLER C 8 R12 6 R12 O w KITCHEN PLAN SCALE: 3/8° = V -01' SALADS ono K= 18 15 16 Vrl STORAGE U Z M rr^^ Lo U) � Cpl W Jco ° QN t� rJ w w w w (n w WQ Q Z N U Oui N N F-� p O Z - p o � V LJJe o >o O � E i u UM ZS 00 Y u j a u W ` PROJECT ., YELM HS DRAWN: LB DATE: 01.22.04 SHEET Z K- O =1' -G' Q � N_ Z � Uj >- 0 >� C C0 D L O 0,5 U V) 0 Z� O oC,4 Q z J O° O� _ V) U� �E = O �E W N KITCHEN PLANS PROJECT ., YELM HS DRAWN: LB DATE: 01.22.04 SHEET K- SCALE: 3/8" =1' -G' K27 K17 M Will iw C z° _ MMMMM slimsO! W O r O M E O� i u all ■ ■■ u ■11.11 ■ ■ ■.J1.1�1.\1 l WB1 K5 K4 K4 K1 K2 K25 K24 K23 K22 W81 BAKERS PREP STATION z BAKERS SIDE OF COOKLINE z PRODUCTION SIDE OF COOKLINE PIZZA PREP STATION K2 REAR WALL <2 ICE CREAM AREA 1 0 i Ay 11 REAR SERVICE COUNTER <2 A LA CARTE AREA GENERAL FOOD PREP STATION K2 SCULLERY- THREE COMPARTMENT SINK K2 FRONT SERVING COUNTER KZ A LA CARTE AREA K27 K17 K10 0 K2 ATED STORAGE & A LA CARTE AREA U z N co n r vJ (+7 W� J ° M N U 00 W w w w Cw Q w oZ N U O� N N X004 LL O C z° N W O r O K25 K24 K23 K22 W81 BAKERS PREP STATION z BAKERS SIDE OF COOKLINE z PRODUCTION SIDE OF COOKLINE PIZZA PREP STATION K2 REAR WALL <2 ICE CREAM AREA 1 0 i Ay 11 REAR SERVICE COUNTER <2 A LA CARTE AREA GENERAL FOOD PREP STATION K2 SCULLERY- THREE COMPARTMENT SINK K2 FRONT SERVING COUNTER KZ A LA CARTE AREA K27 K17 K10 0 K2 ATED STORAGE & A LA CARTE AREA U z N co n r vJ (+7 W� J ° M N U 00 W w w w Cw Q w oZ N U O� N N X004 LL O O Q � IV Z � W r O} c: C < O C,6U T= cn O Z O� 1= F- p Qz° J D O° O O� = V) U� _D E — E = O w� �r KITCHEN PLANS PROJECT: YELM HS DRAWN: LB /DBO DATE: 0:.22.04 SHEET K -2 SCALE: 1 /7'= 1'0" z° N W O r O M E O� i u u » Z < Oo L YY VY 3 o CC _oW ►1 11 O Q � IV Z � W r O} c: C < O C,6U T= cn O Z O� 1= F- p Qz° J D O° O O� = V) U� _D E — E = O w� �r KITCHEN PLANS PROJECT: YELM HS DRAWN: LB /DBO DATE: 0:.22.04 SHEET K -2 SCALE: 1 /7'= 1'0" K3 of -N AND N ELEVATION SERVING LINE ELEVATION K3 16 REAR SERVING LINE ELEVATION - KITCHEN SIDE K3 LOCKERS & MOP SINK CLOSET K9 14 1S SALAD AREA REAR ELEVATION K3 1 U Z N (+7 C6 n. Lo A vJ M W� O v %� N c/ I Lr) 00 1 j W� W F F W �t fn q W WQ 0 QZ N 7 , N O v N N O N Z C 16 E o y11111 1,y11 e 2 ao�/, W e o >e 14 1S SALAD AREA REAR ELEVATION K3 1 U Z N (+7 C6 n. Lo A vJ M W� O v %� N c/ I Lr) 00 1 j W� W F F W �t fn q W WQ 0 QZ N 7 , N O v N N O N Z C °o a E o e 2 W e o >e E O i u u_» M ZS 0„ o y�y E a g u 13 3 La 14 YE oCiC wR� 15 SALAD AREA SIDE ELEVATION W K3 " REAR SERVING LINE ELEVATION - SERVING SIDE K3 L M Y 1+ Z 0 Q N_ Z � W >- 0} < C < 0 O C.6 U N O Z 0� CV Q Z J ' 0° O 0� to U� N 'c _D E = o w� PLANS PROJECT:YELM HS DRAWN: LB /DBO DATE: 01.22.04 SHEET K-3 SCALE: 1/2'' = Y-0" XE17 fi!!(, icy 5�kV a COUNTEp Tf F5� CTv J-V;X N. 5/5(—,Au ZO AP ir("v P3 pp5p VO31 1Mf IBC I;iuG rrrnL 1r� "0L� U—N, Doxv: r,^a3F'') si 5 LLUS ( At) I "EE' IV KTPC MEN r P.KE5 ( VY n�nEr�1v_rn3 i gal -K X�1 N I-F: pia ur ;:ITEJT.G �s NEAV,Kcd a5r,ste W' P,P5TICL Y K0V r 0055 cWA:Nc, rVi 14tEN .EG5 6E 9Kv XI , N6 P13 pip TPf� -r NXn l # - WT590560r 5 2Cl'R" NA9 -F c�i FFAF W& Ni COON- , l ay 85/ 5 0VV1 5� Lr WA -rnP' SNPI � Ps 60" WALL -'Op 5HU Kce2 N ®c 5�?V C� LOATH PA55 THpU 5N LF ANn TIM CONNFCTiON n�Ta� 850L L bISH`P,�U� W/ UCK 5L VF5 & Pl5P05E0 CONTOL PhNF MT6 6PACKET �Ln�T �^ cuo-ar \5 00,11 le sr�A<�P5 5/ 5 TAM P� SCUI.U�pI' SINK P40GE, � - 3C 'LO -2 &2036 ss 5HYACHINF VENT5 W/ �K S,'DES & 175P055 coNTol PANE'I, HT6 t3PUFr c P:51-NACK u.r M\1 E65: TYFICA, - f vl b t &A,5uPFE & FAIWCA(K A5 SOU , U5E !8GA TYPE 30� 5/ 5 5EE PIANW/ACFYE /ENTCOWO VW- ll5 Ko-F /r0 �VIDT X5TP�UCr A.CCG55'0 iV, 6 aecuil MAKEP5 oN UACHIyr -OF U Z N f+) v/ U') M W J ° Q '^^ N vi U) W Ww W f- n 7 H- W V W WQ o ®Z N 0� N N ` O N 0 o 1 t Z O _E � v W 4 a O E O C u ua Za Ow Y u O Y C L Z O Q � N3 z� W 0 c < C 0 O C,5 U V) 0 Z O N _0:5 0 N Qz I N 00 O O 2 v)i U , N E = O W PUNS PROJECT:YELM HS DRAWN: LB /DBO DATE: 01,2104 SHEET K-4 SCALE: 1 /2'= Y-0' RAyn PI TRAY a M5 ti, -1 i y " SiE,L �" ry A5 V,COED DCC-' o'IVE I WINA1P� PANE,5 TIIM'ICCs� 'Rlfd PI:Lt '?M'sCE Cam-% 3; g SPFFY61.P`_ tia7Nr PI;E 71`' ° 9 ME'Ar CCrAIL M 3 f,PCK PN7 `W'4.A54 CFrA, .i romm; COfV GPOMME' PI RIM,, W/ 06K 5'S , CCQ,l0.5zrn09 zn 29 p�1-Gl51Flp 5TATION ?GA TOp &'SAY SLII7�5 !8 6A 60PY r 6 '/8 AE1�G -P55 Q'AIvIJE- �A"CT1U -Ass 01 PECC 9) - 1RIM PE�C 5 °I"E^'GL9`fr\ J51644 cHANN�� n�TA�L, Noi"JkS, LPN?CP 105r5� s %N� ZF GIIAPn a�nsss r eNeF � /Roo PC � PCWI�a �A.'RS"EC \F 1�!P� pI�C� �Op SN��Z� GUpA,G'S META. b�f& M-A MA, NF FZG TOP5 SCALD: pUUI. 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E'-, v:-� E Item � � � 4-4 s T w �� o N o� o.N o� �' N �'� � N '0 LL v N m v� > > >� > � >� +°'� N °'� +;,N �� DESIGNATION INSTALLING No Qt Equipment Cate o Manufacturer Model Number a Y = > o_ v z wQ c�cn c�Q M: V) =Q oin oQ min 5¢ c�cn � c�Q =o 2:01 =o =v (n Z5 cnQ (n U) cnQ SUPPLIER TRADES 1 6 REGISTER XYZ XYZ 5.0 120 1 60 18 DATA NE R QUIR D OFCI OWN ELE 2A 1 REGISTER STATION CUSTOM METAL FAB CUSTOM SEE ELEVATIONS CFCI KEC 26 1 REGISTER STATION CUSTOM METAL FAB CUSTOM SEE ELEVATIONS CFCI KEC 3 1 REFRIGERATED MILK CABINET BEVERAGE -AIR ST58N -S 6.3 0.33 115 1 60 5 -15P 12 OFCI KEC ELE 4 2 DROP -IN, HOT WELLS WELLS MOD- 400TDM 23.8 5.0 208 1 60 28 D IN 0 FL OR INK 1 FLOOR INK CFCI KEC ELE PLM 5 2 DROP -IN, HOT /COLD WELLS DELFIELD N8645 17.0 0.2 120/208 1 60 18 D IN 0 FL OR INK 1 FLOOR INK CFCI KEC ELE PLM 6 1 FAUCET, POT FILLER, WALL MOUNT T & S BRASS 8 -0590 0.5 10" DRAT TO FLOOR SIN CFCI KEC PLM 7 1 CUSTOM SERVING LINE CUSTOM METAL FAB. SEE ELEVATIONS CFCI KEC 8 1 SNEEZE GUARD CUSTOM METAL FAB. SEE ELEVATIONS CFCI KEC 9 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER 10 2 CABINET, HEATED, ROLL -THRU TRUE FOOD SERVICE TR2HRT -2S -2S 10.2 2.2 115 1 60 5 -20P 78 CFCI KEC ELE 11 2 REFRIGERATOR, ROLL -THRU TRUE FOOD SERVICE TR2RRT -2S -2S 9.5 0.5 120 1 60 5 -15P 78 CFCI KEC ELE 12 1 SINK, HAND, WALL MOUNT ADVANCE TABCO 7 -PS -91 0.5 18" 0.5 18" 1.5" 24" CFCI KEC PLM 13 1 SERVICE COUNTER CABINET CUSTOM METAL FAB CUSTOM SEE ELEVATION CFCI KEC 14 1 DISPLAY CASE, REFRIGERATED TRUE FOOD SERVICE GDM -72 12.0 0.5 120 1 60 5 -15P 6 CFCI KEC ELE 15 1 ICE MAKER W/ BIN, EXISTING MANITOWOC ICE QD -0282A /S -170 12.6 0.5 115 1 60 39 0.375 35.5 0.5 FLOOR INK OFCI KEC ELE PLM 15 CONTINUED 0.75 7.5 OFCI KEC ELE PLM 16 1 FILTER, WATER MANITOWOC ICE TRI- L -tONH 0.375 72" CFCI KEC PLM 17 1 2 BOX MAINSTREET MENUE 18 -27 HOWARD 18 -27 2.0 0.5 .08 120 1 60 5 -15P 102" CFCI KEC ELE 18 1 SLOT WALL XYZ XYZ CFCI GC 19 1 MAINSTREET MENU SYSTEM HOWARD COMPANY 8 BOX SYSTEM 3.0 0.5 .240 120 1 60 5 -15P 102" CFCI KEC ELE 20 1 DISPENSER, HOT POWDERED DRINK CARNATION FMD 10.0 1.5 115 1 60 5 -15P 44" 1/4" 15" EXIS ING NIT OFCI KEC ELE PLM AC1 1 REGISTER XYZ XYZ 5.0 0.2 120 1 60 18 DATA NE REQUIRED OFCI OWN ELE AC2 1 SERVING COUNTER CUSTOM METAL FAB XYZ OFCI KEC AC3 1 COFFEE MAKER, AIRPOT, AUTOMATIC BUNN- O -MATIC CWT15 -APS 12.7 1.7 115 1 60 44" 1 /4" 15" OFCI KEC ELE PLM AC4 1 AIRPOT BUNN- O -MATIC 2.5 LITER PUSH - BUTTON AIRPO CLO ED CFCI KEC AC5 1 ESPRESSO MACHINE &GRINDER NORTH STAR ES100 MACHINE 20.5 0.5 .08 220 1 60 L6 -30 18" 1/2" 15" 0.5 FLOOR INK EXI ING NIT OFCI KEC ELE PLM AC6 1 CABINET, MOBILE, WARMING & HOLDIN HATCO FSHC -6W1 14.1 1.7 120 1 60 5 -15P 18" OFCI KEC ELE AC7 1 NACHO EQUIPMENT HATCO FST -I -MN 9.4 1.1 120 1 60 5 -15P 44" OFCI KEC ELE AC8 1 DISPENSER, HEATED PUMP SERVER PRODUCTS 85000 -FSA 3.8 0.5 120 1 60 5 -15P 44" OFCI KEC ELE AC9 1 DISPLAY CASE, REFRIGERATED TRUE FOOD SERVICE GDM -33 -WHITE 9.2 0.5 120 1 60 5 -15P 6" CFCI KEC ELE AC10 1 DROP -IN, HOT WELLS WELLS MOD -100TD 13.8 1.7 120 1 60 DIRECT 18" 0.5 FLOOR INK CFCI KEC ELE PLM AC11 1 OVEN, MICROWAVE PANASONIC NE -1056A 14.6 1.7 120 1 60 5 -20P 44" OFCI KEC ELE AC12 1 DISPLAY CASE, HEATED, PRETZELS HATCO FDW -1 12.3 1.5 120 1 60 5 -15P 44" OFCI KEC AC13 1 WARMER, DRAWER TYPE HATCO HDW -26 7.5 0.9 120 1 60 5 -15P 15" CFCI KEC ELE AC14 1 DISPLAY CASE, HEATED, PIZZA HATCO FSD T4TCRACC 12.3 1.5 120 1 60 5 -15P 44" OFCI KEC AC15 1 SINK, HAND, WALL MOUNT ADVANCE TABCO 7 -PS -91 0.5 18" 0.5 18" 1.5" 24" CFCI KEC PLM AC16 1 4 BOX MAINSTREET MENUE 18 -27 HOWARD 18 -27 5.0 0.5 120 1 60 5 -15P 92" OFCI KEC ELE AC17 1 SERVING COUNTER CUSTOM METAL FAB XYZ CFCI KEC AC18 1 GRINDER NORTH STAR 7.1 3.7 0.5 120 1 60 5 -15P 44" OFCI KEC ELE PLM AC19 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER AC20 1 FAUCET, POT FILLER T &S 8 -0590 0.5 15" CFCI KEC PLM DS1 2 CART, HOT /COLD, CONVERTIBLE CAMBRO 1826LBC, EXISTING 20.0 2.4 120 1 60 5 -20P 30" FOR POSSIBLE TUR HEATED ARTS OFCI KEC ELE DS2 3 SHELVING, WIRE INTERMETRO INDUSTRIES A356K3 OF01 OWN DS4 1 SHELVING, WIRE INTERMETRO INDUSTRIES A366K3 OF01 OWN DS5 7 SHELVING, WIRE, METROSEAL 11 INTERMETRO INDUSTRIES A556K3 OF01 OWN DS6 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER DS7 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER TRADE KEY CODES SUPPLIER DESIGNATION CODES MEC- MECHANICAL HVAC CONTRACTOR OFOI -OWNER FURNISHED OWNER INSTALLED KEC- KITCHEN EQUIPMENT CONTRACTOR CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED GC- GENERAL CONTRACTOR OFCI -OWNER FURNISHED CONTRACTOR INSTALLED PLM-PLUMBING CONTRACTOR NIC -NOT IN CONTRACT ELE- ELECTRICAL SUB CONTRACTOR OWN-OWNER PAGE ONE U Z N LO '^ L? vJ (h W J ° co Qco N �u) w� w F ^� I..L w w W0 0 Qz N O� N N h= - p �� O Z s o Y Lu e e O E V `^ u �� Z Y L � u E 3. od t E �G u W Z Q N3 Z E w >- 0 � CO c 0 0 U 0 Z o O� � o Q z J N 00 O� <n U� E 2 0 E w >- >- EQUIPMENT SCHEDULE PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 SHEET K- 7 SCALE:NOT TO SCALE E Q U I P M E N T S C H E D U L E 2 of 3 a a �^ a� a� � v C c v v v v a _i .� •v^ .v v N C X N X C^ C U C Cv C C �� C �v � C v = C W� W i`v � C �v � C Q � v� v Item Qt E ui ment Category Manufacturer Model Number aE Y = >° n v z wQ vin c°�Q =in =¢ oin o¢ min cQ coin � �Q =o =v <0 o =� c"nin c+nQ c�nin can¢ SUPPLIER TRADE TRADESING ICI 1 SERVICE COUNTER CUSTOM METAL FAB SEE ELEVATIONS CFCI KEC IC2 1 DISPLAY CASE, COOKIE HATCO F$S$ MPACC 12.3 1.5 120 1 60 5 -15P 44" OFCI KEC IC3 1 DISPLAY CASE, ICE CREAM TRUE FOOD SERVICE GDM -23F 10.6 0.33 120 1 60 5 -15P 6" CFCI KEC ELE IC4 1 2 BOX MAINSTREET MENUE 18 -27 HOWARD 18 -27 5.0 120 1 60 5 -15P 102" CFCI KEC ELE IC5 2 SLOT WALL GENERAL CONTRACTOR XYZ BY CONTRACTOR CFCI GC IC6 1 DISPLAY CASE,BEVERAGE TRUE FOOD SERVICE GDM -33 9.2 0.5 120 1 60 5 -15P 6" CFCI KEC ELE IC7 1 SINK, HAND, WALL MOUNT ADVANCE TABCO 7 -PS -91 0.5 18" 0.5 18" 1.5" 24" CFCI KEC ELE PLM K1 1 FRYER, DEEP FAT, GAS PITCO SGI8SSTC- CASTERS 2.0 115 1 60 5 -15P 12" 0.75 140 15.5 CFCI KEC ELE PLM K2 1 FRYER, DUMP STATION PITCO BNB -FD SOLSTICE FILTER CAST RS CFCI KEC K3 1 DUMP STATION WARMER PITCO PFW -1 BUILT IN 7.0 .8 0.5 120 1 60 5 -15P 12"1 1 CFCI KEC ELE K4 2 OVEN, CONVECTION, GAS LANG MANUFACTURING 2GCC0 -SII 2 EA 7.1 120 1 60 5 -15P 30" 1" 110 15.5 CFCI KEC ELE PLM 2 EA 7.1 120 1 60 5 -15P 8.5 1" 110 15.5 CFCI KEC ELE PLM K5 1 KETTLE, STEAM JACKETED GROEN MS104319 0.5 18" 0.5 18" 1.25" DRAIN FLOOR S K 1/2" 18" 1/2" 18" CFCI KEC PLM K6 1 S/S OVERSHELVES CUSTOM METAL FAB CUSTOM SEE ELEVATIONS CFCI KEC K7 1 S/S BAKERS TABLE CUSTOM METAL FAB CUSTOM SEE ELEVATIONS 20.0 120 1 60 5 -20P 44" 0.5 15" 0.5 15" D IN FLOOR SINK CFCI KEC ELE PLM K8 1 FAUCET, DECK MOUNT T & S BRASS B -0221 0.5 15" 0.5 15" CFCI KEC PLM K9 1 EXISTING MIXER, FLOOR REYNOLDS #1060 4.60 220 3 60 DIRECT 30" EXISTING UNIT OFOI KEC ELE K10 2 SINK, HAND, WALL MOUNT ADVANCE TABCO 7 -PS -91 0.5 18" 0.5 18" 1.5" 24" CFCI KEC PLM K11 2 RACK, TRAY CRES COR 207 -2410 OFOI OWN K12 2 OVEN, ROLL -IN &RACK BAXTER MFG 0V210G1 0.5 86" 1 FLOOR 0.75 175 8" 600 CFCI KEC ELE PLM K13 2 RACK, ROLL IN BAKERS BAXTER CT603A- M30 -R2 CFCI KEC K14 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER K15 2 CLASS (HOOD -14'6" GAYLORD INDUSTRIES GX2- FDD- BDL- 54,PBW -22 5.0 LIG TS 120 1 60 DIRECT TO OF HOODS 2 1ox24 2670 0X33 450 SE HOOD PUNS CFCI KEC ELE MEC K16 2 S/S WALL FLASHING CUSTOM METAL FAB CUSTOM SEE SPECIFICATIONS CFCI KEC K17 8 S/S WALL END CAPS CUSTOM METAL FAB CUSTOM SEE SPECIFICATIONS CFCI KEC K18 6 S/S CORNER GUARDS CUSTOM METAL FAB CUSTOM SEE SPECIFICATIONS CFCI KEC K19 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER K20 2 HOOD CLOSURE PANELS CUSTOM METAL FAB CUSTOM SEE METAL DETAILS CFCI KEC K21 1 FILLER, KETTLE &POT FISHER 2240 0.5 40" 0.5 40" CFCI KEC PLM K22 1 KETTLE, STEAM JACKETED GROEN DLT -40,DS 3/4" 18" 3/4" 18 "CFCI KEC PLM K23 1 FLOOR TROUGH EAGLE GROUP /METAL MASTERS FT- 2484 -SG 3 -7.5 CFCI KEC GC K24 1 TILT SKILLET GROEN NHFP /E -4,N AT 5.0 120 1 60 DIRECT 18" 0.50 144 15.51 1 OFCI KEC ELE PLM K25 1 CHINESE RANGE IMPERIAL ICRA -2 0.5 20" 1.0 220 15.5 CFCI KEC PLM K26 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER K27 1 FIRE SUPPRESSION SYSTEM ANSUL R -102 SEE HOOD PLANS DIRECT TWO S 0 CONTACTS SEE HOOD P NS 2" 1.MIL ABO E T- AR CFCI KEC PLM 01 1 PRINTER XYZ BY OWNER 5.0 120 1 60 DIRECT 18" VERIFY R QUIR MENT DAT LINE REQ' OFCI KEC ELE 02 1 PRINTER XYZ BY OWNER 5.0 120 1 60 DIRECT 18" VERIFY R QUIR MENT DATA LINE REQ' OFCI KEC ELE 03 1 COMPUTER XYZ BY OWNER 5.0 120 1 60 DIRECT 18" VERIFY R QUIR MENT DATA LINE REQ' OFCI KEC ELE 04 1 COMPUTER XYZ BY OWNER 5.0 120 1 60 DIRECT 18" VE IFY R QUIR WENT DATA LINE REQ' OFCI KEC ELE 05 2 OFFICE UTILITY PLUGS XYZ BY ELECTRICIAN 10.0 120 1 60 DIRECT 18" VE IFY R QUIR MENT DAT LINE REQ' OFCI ELE TRADE KEY CODES SUPPLIER DESIGNATION CODES MEC- MECHANICAL HVAC CONTRACTOR 0F01 -OWNER FURNISHED OWNER INSTALLED KEC- KITCHEN EQUIPMENT CONTRACTOR CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED GC-GENERAL CONTRACTOR OFCI -OWNER FURNISHED CONTRACTOR INSTALLED PLM-PLUMBING CONTRACTOR ELE - ELECTRICAL SUB CONTRACTOR OWN -OWNER NIC -NOT IN CONTRACT PAGE ONE U Z N M L0 '^ � v, M W 0) J ° E Q U I P M E N T S C H E D U L E 3 of 3 QN CL a U) LO ^ �^ m L L c c �� 7v v 7 v 4+ 4J 7 7 z a� a� ^ v N v X N X �^ d'^ R' W cv�c3v�cavac °� °co�oc v c�� wow 3 = E.. ECE"EC Item N ° �, v a� a aw ° °' vw °' -ww a� °' a�w L °' w rn N ° cnw v� Q v Q� U� ¢ U ¢� 0 N avow a°� N av)w DESIGNATION INSTALLING No Qt Equipment Cate o Manufacturer Model Number a Y = a v z wQ vin =in i¢ oin o¢ �in cQ =o =� =o =0 SUPPLIER TRADES >° cia c°�in c°�a V) V) V)< V) V) V)< w P1 1 REFRIGERATOR, PIZZA PREP TRUE FOOD SERVICE TPP -93 0.5 120 1 60 5 -15P 12 CFCI KEC ELE co �c ui P2 1 SINK, HAND, WALL MOUNT ADVANCE TABCO 7 -PS -91 0.5 18" 0.5 18" 1.5" 24" CFCI KEC PLM W a P3 1 S/S PREP TABLE CUSTOM METAL FAB CUSTOM SEE ELEVATIONS 10.0 120 1 60 45.5 ICFCI KEC ELE PLM 0 Q N P4 1 SHELF, WALL MOUNT CUSTOM METAL FAB WS -14 -48 CFCI KEC O N P5 1 SHELF, WALL MOUNT CUSTOM METAL FAB WTMS -6 -10.5 CFCI KEC �{ 0 04 P6 1 SHELF, WALL MOUNT CUSTOM METAL FAB WS -14 -60 CFCI KEC P7 1 SINK, SCULLERY CUSTOM METAL FAB 3C2OX28 -2D36 0.5 12" 0.5 12" 1.5 8" CFCI KEC PLM �0 P8 3 DRAIN, LEVER HANDLE, W/ OVERFLOW FISHER 22322 CFCI KEC PLM P9 1 PRE -RINSE FAUCET, WALL MOUNT FISHER 2210 -WB 0.5 12" 0.5 12" 1 1 CFCI KEC PLM P10 2 FAUCET, WALL MOUNT FISHER 3253 0.5 12" 0.5 12" CFCI KEC PLM P11 1 CUTTER, FOOD, EXISTING HOBART US FOODSERVICE 84145 -1 7.5 0.5 115 1 60 5 -15P TABLE SKIRT I IOFCI KEC ELE O P12 1 SLICER, FOOD, EXISTING HOBART US FOODSERVICE 2712 -1 6.0 0.5 120 1 60 5 -15P TABLE SKIRT OFCI KEC ELE o = o P13 1 CUSTOM PREP STATION CUSTOM METAL FABRICATORS WTS90S60BS 2 EA 10.0 0.5 115 60 5 -15P 0.5 12" 0.5 12" FL OR EINK CFCI KEC ELE PLM Z a a E 1 11 1 1 R1 1 WALK IN COOLER/ FREEZER COMBO BOX AMERICAN PANEL CORP CUSTOM SEE SPECIFICATIONS SE WA L IN D REFRI E TION SPECS 0 OOR SINK CFCI KEC ELE PLM dog W _ R2 1 DOOR HEAT & LIGHT FREEZER AMERICAN PANEL CUSTOM S WA L IN D REFRI E TION SPECS CFCI KEC ELE PLM >e R3 1 DOOR HEAT &LIGHT COOLER AMERICAN PANEL CUSTOM S WAL IN D REFRI E TION SPECS CFCI KEC ELE PLM O E R4 1 FREEZER EVAPORATOR OMNI TEMP CUSTOM S WAL IN D REFRI E TION SPECS CFCI KEC ELE PLM R5 1 COOLER EVAPORATOR OMNI TEMP CUSTOM S WAL IN D REFRI E TION SPECS CFCI KEC ELE PLM u „ R6 1 REFRIGERATION RACK OMNI TEMP WA1- AC- H -2 -0 -3 SEE WAL IN AND REFRIC ER kTION SPECS CFCI KEC ELE PLM R7 2 WALK IN COOLER CLOSURE STRIPS CUSTOM METAL FAB. CUSTOM (SEE ELEVATIONS) CFCI KEC ;. R8 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER Z R9 1 SHELVING, WIRE INTERMETRO INDUSTRIES A356K3 CFCI KEC .. R10 1 SHELVING, WIRE INTERMETRO INDUSTRIES A356K3 CFCI KEC R11 2 RACK, TRAY CRIES CDR 207 -2410 CFCI KEC R12 11 SHELVING, WIRE, METROSEAL 11 INTERMETRO INDUSTRIES A556K3 CFCI KEC - �v< R13 1 3 ISHELVING, WIRE INTERMETRO INDUSTRIES A356K3 CFCI KEC E " S1 1 SOIL DISHTABLE CUSTOM METAL FAB CUSTOM (SEE ELEVATIONS) 0.5 12" SCRAP rROUGI 1 2" 10" CFCI KEC PLM R ° LtJ -c , S2 1 PRE -RINSE FAUCET, WALL MOUNT FISHER 2210 -WB 0.5 12" 0.5 12" CFCI KEC PLM " S3 1 DISHTABLE, ACCESSORY ADVANCE TABCO DT -6R -01 CFCI KEC S4 1 DISPOSER, CONTROL CENTER INSINKERATOR ARSS -27 8.0 208 3 60 DIRECT CFCI KEC ELE S5 1 DISPOSER, GARBAGE INSINKARATOR 300 SA- 6.5- ARSS- 2 -208V -/60/3 3.0 208 3 60 DIRECT 0.5 12" 2" 10" KEC ELE PLM lCFCI Z S6 1 DISHMACHINE VENTS CUSTOM METAL FAB CUSTOM SEE ELEVATIONS 1 60 DIRECT ROOF SEE MECIIANIC L PLANS I CFCI KEC O S7 1 WAREWASHER, RACK CONVEYOR STERO SCT -44R -L STEAM-12 LBS RIGHT TO LEFT 5.0 0.0 2.251 208 31 60 1 63 1 0.75 61 2" OOR SINKI 4x16 200 0.75 9 0.5 17.5 CFCI KEC ELE PLM MEC Q 4xl6l 400 1 CFCI KEC MEC H 3 S8 1 1 IBOOSTER HEATER STERO SWB -320 LEFT SIDE OF MACHINE LEFT SIDE 017 MACHINE IN ER 'AIRED 4ND RLUMBED TC MAC INE -1/ 10 .75 17.5 CFCI KEC PLM Z E w S9 1 CLEAN LANDING DISHTABLE CUSTOM METAL FAB CUSTOM (SEE ELEVATIONS) CFCI KEC >- S11 1 DISHTABLE, ACCESSORY ADVANCE TABCO DT -6R -02 ICFCI KEC } S12 1 DISHTABLE WALL FLASHING 2' HIGH CUSTOM METAL FAB SEE ELEVATIONS CFCI KEC :�E o S13 1 SHELVING METRO X566GX2 CFCI KEC dS U S14 1 SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER N 0 U1 1 MOP SINK ADVANCE METAL PRODUCTS 9 -OP -20 0.5 30" 0.5 30" 2" FL OR LE EL CFCI KEC PLM 0 U2 1 MOP SINK FAUCET T &S B- 665 -RGH 0.5 30" 0.5 30" KEC PLM 1 jCFCI U3 1 SHELVING, WIRE, METROSEAL 11 INTERMETRO INDUSTRIES A5561<3 CFCI KEC 0 N U4 1 SHELVING, WIRE, METROSEAL 11 INTERMETRO INDUSTRIES A556K3 CFCI KEC Q Z U5 1 LOCKERS WINHOLT WL -618 CFCI KEC 0 o WB1 40' AND 18 ENDS WALL BUMPER BOSTON BUMPER 1750 CFCI KEC Q v _ V) U� TRADE KEY CODES SUPPLIER DESIGNATION CODES = MEC - MECHANICAL HVAC CONTRACTOR �_ OF01 -OWNER FURNISHED OWNER INSTALLED E KEC- KITCHEN EQUIPMENT CONTRACTOR CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED U GC- GENERAL CONTRACTOR OFCI -OWNER FURNISHED CONTRACTOR INSTALLED E PLM- PLUMBING CONTRACTOR NIC -NOT IN CONTRACT w m ELE - ELECTRICAL SUB CONTRACTOR >- >- OWN -OWNER EQUIPMENT SCHEDULE PAGE THREE PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 SHEET K-8 SCALE:NOT TO SCALE ELECTRICAL NOTES 1. THE MAINEXHAUST HOOD AND MAKE -UP AIR UNITS ARE TO BE INTERLOCKED AT THE PANEL OR SWITCH AND MUST BE ON TOGETHER AT ALL TIMES. 2. ALL ELECTRICAL CIRCUITS POWERING EQUIPMENT UNDER THE CLASS 1 HOODS MUST BE SHUT DOWN IN A FIRE CONDITION VIA A SHUNT TRIP BREAKER SUB- PANEL ALSO INCLUDE MAKE -UP AIR. 3. THERE ARE TWO SETS OF DRY CONTACTS SUPPLIED WITH THE FIRE SUPPRESSION SYSTEM. ONE SET IS TO BE USE TO TRIP THE SHUNT TRIP BREAKER AND THE OTHER IS TO BE USED TO PROVIDE AN ALARM SIGNAL TO THE SCHOOL FIRE SYSTEM. 5. SEE SEPERATE WALK IN COOLER AND FEEZER PLANS FOR LOADS ON WALK IN EQUIPMENT. 6. SEE REFRIGERATION PLAN ON SEPERATE SHEET FOR WIRING INFORMATION FOR THE DEFROST CONTROLS. 7. THE DISHMACHINE BOOSTER HEATER IS INTERWIRI PLUMBED FROM THE DISHMACHINE. THERE IS A SIN( ELECTRICAL CONNECTION FOR THE DISHMACHINE. MOUNTED CIRCUIT BREAKERS. 8. THESE ITEMS STUB UP IN THE SLAB AS SHOWN. 9. ITEMS S4 & S5 NEED TO BE INTER -WIRED BY THE ELECTRICIAN AS SHOWN. 10. COME OUT OF WALL AND CONNECT TO JUNCT MOUNTED ON STAINLESS TABLE. NOTE 8 1 I 5 a AC1 N• �\ �\ N C1 C1 -10" 2' -3° 1 D &A OFFICE Lo I A LA CARTE PLAN SCALE: 3/8" = V -O" 50 r .� ^O NOTE 9 l/`^ 1 S4 O `� �t9e 1 T -4' SERVING NOTE 8 11 10 19 1 n I n O ss ROOF FAN FOR DISHMACHINE VENT SYSTEM. SEE MECHANICAL PLANS. "T_ CV -1 R3 S J DOOR HEAT &LIGHTS -4" 5" 2' -3" a M K24 NOTE 2 m TO APORATOR NO 6 R5 DS1 A pp co DS1 0 D R HEAT & LIGHT R r R3 s• I 11 M ) n N a cV CV KITCHEN SALADS 20" 20 s O_ A I .13' 14 1 K3 CV NOTE K1 K6 a I OTE 2 K4 7 co HOOD FAN ON ROOF. REQUIRES r SERVICE DISCONNECT. SEE in MECHANICAL PLANS FOR C I POWER SPECIFICATIONS. FAN NO E2 8 MUST BE INTERLOCKED WITH MAKE -UP AIR SYSTEM. NOTE 1 K9 r 15 K15 n 0 11" " O NOTE1 NOTE2 O NOTE 1 NOTES n o I MAKE -UP AIR SYSTEM REQUIRES SERV'CE ° DISCONNECT ON ROOF. 7 a i MUST BE INTERLOCKED WITH THE z K12 EXHAUST FAN. MUST ALSO BE SHUT m OFF IN FIRE CONDITION. x x D K13 � 7 Z — 4 "—I-F- J 0 K12 HOOD FAN ON ROOF. REQUIRES SERVICE DISCONNECT. SEE MECHANICAL PLANS FOR POWER SPECIFICATIONS. SYMBOLS LEGEND G PLUG SPECIG PECEPTA E 211FX 1NA.�- SWI -CH JUNCTION PDX 'RL�PHON'E CONN Z © (D Q 350 350 350 350 350 350 iPANE'_ WAlLIGHTCONN ELECTRICALPANPI GFI >ING!ICI FFreAlam a O -w O 3501 3501 3501 3501 350 U ZN M L0 C/) C/) U? M W J ° Qco N th 00 Ww W H �:D W W W o 0 z N T , (6 O v N' O LL O Z O Qa H3 Z a) W r O} C � L 0 O 06 U cn c Z� OZ lZ C, Q Z 1 O Oc L 2 v) U>, V C = o U w ELECTRICAL PLANS PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 SHEET K-9 SCALE: 3/9'= V 9' Z a o a oc - m -v sF W e o e E O .a: u V r' u C M Z O„ M u o m o u _ 'W ` Z O Qa H3 Z a) W r O} C � L 0 O 06 U cn c Z� OZ lZ C, Q Z 1 O Oc L 2 v) U>, V C = o U w ELECTRICAL PLANS PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 SHEET K-9 SCALE: 3/9'= V 9' PLUMBING NOTES 1. THE FOLLOWING ITEMS HAVE INDIRECT WASTES: WALK IN COOLER AND FREEZER EVAPORATORS, ICE MACHINE, STEAM TABLES, STEAMER, DISHMACHINE, PREP SINKS, BEVERAGE EQUIPMENT, COMBI OVEN, STEAM JACKETED KETTLES. 2. ALL GAS EQUIPMENT ON THE COOKLINE SHOULD BE PROTECTED BY A GAS UTILITY SHUT OFF VALVE SUPPLIED BY THE FIRE SUPPRESSION CONTRACTOR. 3. THE FOLLOWING ITEMS ARE TO BE CONNECTED TO A LOW PRESSURE STEAM BOILER RATED AT 15LBS. DISHMACHINE, DISHMACHINE BOOSTER HEATER, 40 GALLON STEAM JACKETED KETTLE AND THE TWO FIVE GALLON KETTLES. SEE ITEMS S7, S8, K5 AND K22. THE KETTLES ARE BEING FURNISHED BY THE KITCHEN CONTRACTOR WITH STEAM TRAPS AND CONTROL VALVES. 4. ALL GAS APPLIANCES ARE FURNISHED WITH A GAS CONNECTOR KIT WITH THE APPLIANCE FROM THE KITCHEN CONTRACTOR. 5. ITEM Sl THE SOIL DISHTABLE IS TO BE CONNECTED TO THE DISPOSER WATER FEED FROM THE SELENOID VALVE FROM THE DISPOSER ITEM S5. 6. THE HOT WATER SUPPLY FOR ITEM S7 THE DISHMACHINE IS PLUMBED FROM THE BOOSTER HEATER ITEM S8. THEY ARE FACTORY INTER - PLUMBED. 20" C D &A OFFICE R M A LA CARTE PLAN SCALE: 3/8° = T-D" 7. THE WATER FEED FOR THE ICE MACHINE GOES INTO THE FILTER AND OUT OF THE FILTER INTO THE ICE MACHINE. SEE ITEMS 15 AND 16. 8. THE REGRIGERATION INSTALLER IS TO PROVIDE ALL HANGERS AND INSULATION FOR THE LIQUID AND SUCTION LINES. TRAPS ARE TO BE INSTALLED IN ACCORDANCE WITH THE REGRIGERATION PLAN. SEE OMNI TEMP DRAWING. C � NOTE 5 C ON SOIL DISHTABLE DISH HING 8" CENTERS REFRIGERAT SERVING 4 s KITCHEN STORAGE 4" CENTERS U Z M Lr) rn VJ L? W� J ° Q _v V / 'o 00 Z3 W w W �W C'1 w W o �z N O(A N N 0 N 0 SYMBOLS LEGEND RWolt P�H P >OOP DPAIK 6A5 PANGH GONN, NOT a COLD 1 20 PPE -WK WPYH I Of & 0 r; H2O H ZA K 2 � F >OOP �PR �HG Tq 51 OC FIN �t0*C W/ fw SINK W/ P.AP p8E Nt tC e - ® ■ 490 470 460 450 470 450 470 470 HOf H2O GO NN CAKE PDX. CONN COLT H2O CONN tla CONN WAN CONK, HOf H2O � Atr DMN A-- rvC7 , LINU tH CO2 tC ICH 45C 45d 45d 454 4701 4501 470 450 3A N �XH 50 CH I 5Uf PLY DLCT HIPS SUP Pr5510N ` ✓A:' u ® 550 550 U Z M Lr) rn VJ L? W� J ° Q _v V / 'o 00 Z3 W w W �W C'1 w W o �z N O(A N N 0 N 0 ►1 11 Z 0 Q< N3 Z f V Lu >- Q >� 00� 0 0 od U N o 0� CV Q Z J N 0° O 0-r- 2 VVi U� V) _D �E 2 O u PLUMBING PUN PROJECT:YELM HS DRAWN: LB DATE: 01.22.04 SHEET K- SCALE: 3/8:'= Y-9' Z _a p8E ui e - >o O E O u V� u " Z 6 L O vP- d< i n 3 n E Y a W ` =R s ►1 11 Z 0 Q< N3 Z f V Lu >- Q >� 00� 0 0 od U N o 0� CV Q Z J N 0° O 0-r- 2 VVi U� V) _D �E 2 O u PLUMBING PUN PROJECT:YELM HS DRAWN: LB DATE: 01.22.04 SHEET K- SCALE: 3/8:'= Y-9' GENERAL WMS FOR NON VATER WASH VENTILATORS ELAOSIM 1. Locate Fs 9rtamaf� $tap Sdrh n a cmvdwd 1-0, . Rdw to the sriq it cis da a MM Rla�htt RlhraS pvft a fyaats W drcuR to the gmBut r an shown an elechHed pM► 3.Ernehd v&wm a dmwe an theme drsbgS as ddmwA d by eddaldhed Guylo d i0m l albs and In accordance dbh the tom of the UL RdI g. 4. Vandorr stalk pension r nabd an each vmddw plm dew. Tots dud syd m and attar external se6c's mud be added to the radiator settle far dstwmbiq the bid gslan dolls prassss drop Stalk bawd an apwathm at mean sea level a Dud she bsed on 1700 -IOM fps. YAU=M A@ R12UZ0G= aMolm-W aF dwA M for veprcmw* of aM cheated *a* all MWm adenoid antenna. I I bulk In as part of the vsllota , mot" & should be I Ivmed trough rsgl - at ceiq Mild and 41sh6ued 7752 MS d �nploca we it s hard be hd.noammAtIowd (hsdd or cooled) dr nought Into the IdO I ores - ebb bo mm Ank 20% to 25X cows to tan Mo IM Ntdneh Man dpost aeea ATR %QT RAGGS4 7. Etowt o d apply AM Flow Nta ems addgdhd maw oonbaled o Nor a n AM Flow may M a Vwhllolm to be Mtdd n aaardarwe wIth WFPA -RR and all dhw load wlth code uo"No� stlsltlssb* a CI drasig fd botIm 4 aftwedm mat Mom to ads mpddfur relate tD dearmae Man emwdbg 00111ININ" and Rdbd 00605161e amebYCbm wdk celkg, eta abpMyyadlatars mawrcbnd n ned" weirs on prs-sh o connedlon pokL Vadolors as for 24m we to be Vedloten 10. manrebnd n mlkps sectlarn may have drain godaryy letammeded (see drasbg) to a dgr ouBet paid. Vadohn am droasaeI far shpnmt to be namisdtted -abRy pbhmbiq co bactor. 11. nstald by � In aeadma cam eappk cod�a�Edxwd ducbsneed be onelk awly welded lvdd Bad 12 Al vedktas w egdppad vM hm¢g Hongkig rods to be ■ggrd by v nddw Mtder. Hmgiq weight of the vahNabor(s) In noted an 11 Va t1olm mmukcbxW In wddt%h eee11 as prodded site bdts, cope, and d necaawy hadw for m o necOg by the wAlatar ilhstaler. Cahhd and sing am a M" demhneerd for shtpnrht Mhig mud M 14. VmF1oMs am mo nlachoad In add a000rdarhce wMh 1S vanctos canmrerd at is on. daideem sou. Type 3D4. No. 4 &M crier odw noted an dmsnga IL Firs aWgMing sydwn LmWhd and bdobed Yh 0ooarda ce rllh NFPA-M bye CAYLORD fAN91L R -1021 17. Cah6am Fie a ngull* g sydan pWq added an the vwhtldor at job cab dada be hnar6wted dth Gaylord to seen p0q done not nteriws dlk the v aloes apwabon/pwrrmmm ngraps intdrBm may raid DL tidbge of the A ANT N MPoRT �OIE. NFPA -M rophu that all gee and Manatee saibg ***no#, that r probcbd by errA fee p utedlon, must adamlbofy 1A WPORTANT NOIEadiaNm d IM Rs'wtm hig 6hhldnq dvon. The ra .epaob hand and IYs protedrrh pamNs prior tdo�iashtrd�ahttlah. 1M pmdt n lyprdy dhtaind preneh�llm�nm0l'u l n uw �yy�of to tuddingg contoctw to dvech do lad In"g aga ante for 1MM mW m mtB and to obtab nscway pwnft 1 20. Ugfht +three In vwdlatas wl prodds loan then 30 fad aandes of lad at the aOaNrhg ehrhn s a doodad cadre olhwwrs wbd an Sedlm Vrs. Cs6m N the ahhamt d ngfht r aoapeMs dN hKal ihedtlh emcee THE GAYLORD VENTn ATOR TEBTMG. L18TDHG AND COlanIANCE RQZHZNCL4 WPDRTANr Roit Gaywd tWdwlan awe dedphd b mat IM NoUad wane Add brw. Lacs ease may MY Gaytwd ihdnetro cost M wHe n *MCI of lad coda that may alhot the vw0dor dedph. NATIONAL FIRE PHOTECI.'!ON ASSOCIATMN IN .cast wdlator meet all nQdwnots of the rest .stem of WPA4L NATMNAL SAMAnDN FOUNDATION The edawd Nadal? In NSF Mod under Standard / 2 - 'Food Swats Equipnmt' UNDERWRrTERS LAWRATOIUM DM The anent vwdktw has been tented under standard U.I. 710 "Ernest Haab for Cu ma.ad CoCoda1�dqq E*dpmme. N r UL Meted under M hanrim *111403 or *"Ma DrZERNATIONAL 11111CHANICAL COOS The ad A wddw mob d requbwmb of the Mwndlnd YedharhI Cods APPROVAL NOTICE Pater b rroeiq Bw m M ter far lsr* I the most M dpad m " of to ompony mdwbq the mg4mmd wed rebound to GYIAD t W. By appohig drwollpe, the company a" 9a apew a tln gahwd were, .`crab taw ***"wed s dm% and hu 1M rlodhp lea Mm dmisd: 1. AN drhwhdparlaraawlh s dud era ad lomtrn, dNh and hot water wenado hr= orbs Of venflda, demean.. to 2. 1M lowuon of the anaiiq sapipnent n rertlon to the am iwr'ddaa ft for prq w plaowmt d the .-,loan IMOPORTANT NOTME Any do" In mdMq spowd roaltaM1 rleavedteR the rroeelbn of the aura Lis native mat M teoudht b the Weston d GYI,GD WDUgs b wMg prior b the Ntdah brag toad air to apwdlq O ReNwo and RawbmR APPROVED FOR FAHRMATION O Mont lags E3 Mtn changes an dwhm SNnahwe Data 22 54 MIN. OVERHANG TO COOKING EQUIPMENT 11 11 14' -6' AT 285 CFM/LF 85.5 EXH 42.75 85.5 6 SUP (2) SUPPLY CUT -OUTS VOL: 1240 CFM EACH `SIZE: 10' x 24' I.D. 24 (TYP) / S.P.: 0.25' W.G. GREASE FUSE LINK INLET c CUP VENT. #H -1A r —) Z:7- 4 ----4 - - 10 (TYP) CHEMICAL INLET TANK #2, SERVES ITEM #6, & VENTS. #H-1A & H -1B, (7N -11FP) 0 GREASE FUSE LINK OUTLET I (UP TO VENT. 1B 10 54 100W LT. FIXTURE 22 11 MIN. OVERHANG 12 TO WOK RANGE INSTALZATION INFORMATION MA)NUM VENTILATOR DIMENSION: VENTILATORS MANUFACTURED IN MULTIPLE 14 —!{• L x 4!-0' W. SECM ARE PROVIDED WITH BOLTS, CUPS, AND T —i_ H. ALL NECESSARY HARDWARE FOR RECONNECTING BY TOTAL ESTIMATED HANGRNG WEIGHT. THE VENIILATCR INSTALLER. CONTROL AND 2320_ LIM LIGHTING WI MG ARE PRE —WIRED AND DLSCOIBNECTED FOR SHIPMENT. WIRING MUST BE MAXIMUM PLENUM BOX DMENSON: RECONNECTED BY APPLICABLE TRADES x l'�0' W, � TOTAL ESTIMATED HANGING WEIG M 560- In 10 (TYP) I---- 24 (TYP) —) (2) SUPPLY CUT -OUTS VOL: 1335 CFM EACH SUP SIZE: 10' x 24' I.D. S.P.: 0.25' W.G. 42.75 65.5 5' -6' AT 400 CFM/LF 14' -6" PLAN VIEW il7i[eyi;1*467,IX4o1 1pli r '%�1 h - PL —lB IH -1B I EXHAUST DUCT \_ CHEMICAL INLET VOL- 4133 CFM FROM VENT. jI -1A SIZE: 10" x 33" I.D. S.P.: 1.65" W.G. -- ----4-4mm-4 �4 EXHAUST DUCT VOL- 4450 CFM SIZE: 10' x 36' I.D. S.P.: 1.65' W.G. — &- CHEMICAL INLET TANK 11, SERVES ITEMS #1 & 2, (5N -11FP) oil, 9' -0' AT 250 CFM/LF CHEMICAL OUTLET TO VENT. jH -1B IH —lA I PL -1A 3�AIRSPACE ( VENTILATOR NOTES (BY GAYLORD) (NON —WATER WASH) A) VERIFY ALL MAKES AND MODELS OF COOKING EQUIPMENT AND LOCATION IN RELATION TO VENTILATOR PRIOR TO FABRICATION. B) FRONT AND REAR MOUNTING BRACKETS HAVE 00.625' HOLES. BRACKETS TO BE SUPPORTED WITHIN 12" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72' BETWEEN SUPPORTS. C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTED WITHIN 36' OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72' BETWEEN SUPPORTS. VENTILATOR WIRING NOTES (NON —WATER WASH) d N/A LIGHT FIXTURES, VAPOR PROOF, U.L LISTED, >Ic FURNISHED, INSTALLED AND WIRED BY GAYLORD. 2� (2) WIRES AND GROUND, FOR LIGHT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO LIGHT SWITCH BY ELECTRICAL CONTRACTOR. PBW PLENUM FEATURES * REMOVABLE S/S PERFORATED PANEL(S) FUSE LINK * ALL EXPOSED SURFACES ARE STAINLESS STEEL INLET 2) CHEMICAL INLET TANK #33, SERVES ITEMS #3 & 4, (3N -3FP) 3 AIRSPACE (BY GAYLORD) 1w plan Is mob ban awddb rb.ne n, but mwarwhanb are to 0eybrd bdeebir mud be hho-11 of my ddwqghpmr made to the p+m in be va16d 6y cahbaotaR hetdws end olhae ls oohheetlm wM 1hr a dew and mhAiaas manner. 0oytad Mobbe M got be Jute Qyad Mrtrlr magi w aegarI N3 you work den by ngahile far ay nddwW or aam4mtld dowgw vaned by aerkse0as, bstd rs and oMwe, and M not sand orgy ahem /Q aA6we ne o matt of aa6aetoe, inetoNn and com�awftlyown ptoo�now, draw mode y the amr M bad bddan man. poment , ehuehwd Ceyiud d awagne t 1M �4 lhlm Om In the r4adhaed AehRard diem Ml a by +M ab�hhtlah w alwhpe. r .qu¢rmd rang n Bate ranbw ad r gat b M a IN rah. The p+m and be wrWed old apprsrtl by Few pabve bran dhds or In part R Is not to be wed adorn agar Co0ord bdob+ve trkrrdMh mh be lard and q"W M not be made wim � indy or -a * nor may R be need r awhbaatan, betdn and *An Ian mewed opplostb own dlh to +inked bdnbta Ro Mwuotw Y end cposb aUarRne, Rrtrehoe le mode b the notm Mich an a owed by GrAwd bdeddee dbh polwb and pmdty Uieetndpahiaddee�a ny.Wb for .neaidhir° q' udblog and' wrrq to Mm wWh std quad solve below oonmvedq any work hwoundr. inwwrtwhd. betwo bhern alas and the goad nobs, or Bove to gveo note., end bad ddt bq oodve or adbalor covet be Mhrddrlydoied to to dtadlah of go*w b*AMN b eebq wo Bent my ash' beemrbdee cm be N . . FIRE PROTECTION ANSUL R- 102 —ASEF SYSTEM NOTES FP -1) LOCATION OF FIRE PROTECTION NOZZLES MUST BE VERIFIED IN RELATION TO THE COOKING EQUIPMENT, PRIOR TO VENTILATOR FABRICATION. COMPLETE SYSTEM INCLUDING APPLIANCE DROPS AND SURFACE MOUNTED DETECTION BRACKETS, WITH FIELD INSTALLATION BY GAYLORD. ANSUL FIRE SYSTEM FACTORY PRE -PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED PER COOKING EQUIPMENT ARRANGEMENT ON GAYLORD APPROVED DRAWINGS. ALL EXPOSED CHEMICAL PIPING CHROME PLATED OR CHROME SLEEVED. INCLUDES FACTORY PRE -PIPED DETECTION LINES WITH SURFACE MOUNTED DETECTOR BRACKETS. INSTALLATION BY CERTIFIED FACTORY INSTALLERS. INCLUDES: * TANK(S) AND RELEASE ASSEMBLY(S) * CHEMICAL * DETECTOR CABLE * FUSIBLE LINKS WITH LINKAGE * EXPELLANT GAS CARTRIDGE(S) (PROVIDED BY FIRE PROTEC11ON INSTALLER) * (1) REMOTE MANUAL PULL STATION * (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM SIZE OF 2 -1/2' * (1) MANUAL RESET RELAY PER FIRE SYSTEM, IF REQUIRED * PLANS AND PERMITS (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) * PARTS AND INSTALLATION OF CHEMICAL AND DETECTION LINES FROM TANK(S) TO CONNECTION POINTS ON HOOD * INSTALLATION OF TANKS AND RELATED COMPONENTS * INSTALLATION OF DETECTOR CABLE AND FUSIBLE LINKS * INSTALLATION OF REMOTE MANUAL PULL STATION * JOB SITE REPOSITIONING OF NOZZLES AS PER GAYLORD APPROVED DRAWINGS, IF REQUIRED TO MEET SYSTEM DESIGN REQUIREMENTS * TRIP TEST AND CERTIFICATION (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) EXCLUDES: * UNION LABOR AND PREVAILING WAGE * INSTALLATION OF GAS VALVE(S) * ELECTRICAL DISCONNECTS * PARTS AND LABOR FOR ANY ELECTRICAL INTERCONNECTIONS * JOB SITE REPOSITIONING OF NOZZLES IF COOKING EQUIPMENT IS NOT INSTALLED PER GAYLORD APPROVED DRAWINGS * PLANS AND PERMITS ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * TRIP TEST AND CERTIFICATION ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * HANDHELD FIRE EXTINGUISHERS) * INSPECTION AND SERVICING * RECESSED ANSUL CABINET(S) ANSUL R -102— ASEF- 3T- 15N -25FP FP PBW-22 PL -18 GX2— FDD— BDL -54 H -16 PBW-22 PL -1A 2SON TOLERANCE GX2 —FDD- 8DL —CA -54 H —tA f 1/4' (Bmm) MODEL # ITEM # GAYLORD® INDUSTRIES,INC. 109M S.W. AVERY ST. TELEPHONE (503) 691 -2010 P.O. Box 1149 TOLL FREE (600) 547 -9696 TUALATN, OR 97062 -1149 FAX N0.: (503) 692 -6046 E —MAIL: gaylordOgaylarduea.cdm L�� YELM HIGH SCHOOL Yelm. WA 3348704 3348703 3348701 ORDER # U z N M C1°7 LLJ J° m 'QN ^ vi 117 1 (A z uiLu w H �:D F- Dw U) cy w W o Qz N UEN o N N O N Za q a d vF W o e O° E V �^ Cu » C Z O Wad Y �V dQ M E u -aW Z 0 1= Q N_ � Z C C 0!� Q) Lu > 0 -c 0 C,6 U N 0 Z 0 F- c'4 Q Z J `^ 00 0 p� 2 an U� C� E C= 0 J E W HOOD PROJECT: YELM HS DRAWN: L8 DATE: 01.22.04 GAYLORD, SHEET K- I I SCALE: NOT TO SCALE In � 4 1 1 I "I' I I /iN 13 /iN 17.971 FE 9348705 PL -1B 3948704 tee_ 0 0 9948709 PL -1A y D 3948701 1 WORK ORDER / ! •3N D 111.36 6 T - - - - -- I I DUCT - NOZZLE j2W - - ---T I ( I 40.009 40.009 - 14' -6' ELEVATION VIEW H -1$ DUCT un-re, r D I I j3N 1:7 aOa 1 ,, 6.5 F -19.67 ITEM /7 DUMP STATION PITCO #BNB -E18SS FZiwi ► y� r rat •.r al 1 ► ��, al• i lair 1 • r• • INSTALLATION INFORMATION ELEVATION VIEW H —lA I 01 I BP I 1 -12 -04 IADD /IN NOZZLES OVER KETTLES, ANSUL TO 3T- 15N -25FP I I s' —o• FIN. CLG. HT. (VERIFY) DETAIL 1 12 11 r 1 22 10 6' -6' 76 MTG. HT. EQ. HT. I (MAX.) VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO FINISH CEILING HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT FIT PROPERLY OR COMPLY IMTH CLEARANCES SPECIFIED IN APPLICABLE CODES AND STANDARDS. CAUTION ; IF 'THE FINISHED CEILING IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEILING: (VERIFY) FLOOR TO FINISH CEILING: _ 9, -0m (VERIFY) p •• r i MOUNTING RODS BY VENTILATOR INSTALLER TOP OF VENTILATOR 54 DETAIL 2 MTG. BRACKET BY GAYLORD FASTEN TO WALL BY VENTILATOR INSTALLER 71 1 1 yl 1 � 1 \ \ I 1 \ 1 ENLI EXTRACTOR i 8.5 26 F P i DETAIL 1 DROP 16.845 1 / 12 MIN // I I 1 H —lA lbl• pka Y mob Iran owift b.,N lo. bat m•mnaamb n b aollad k>ssIrim must be noMW of any nsb b as om h be ralMd Ey mobaatal: brb - ad *wl a mmeam dlh er a d•a ad m�yims mina: orm dt not be lob. iLllad Ydstris amyl m ngar61113 for wk dm by IagaWN !or ary Yddalbd or mro 1 11 dmiaim k wnd by anhmba� Yonbiaa and aM6 ad M not doW my a"= fa olbn s a sad d mohocim kw of m ad oh n loan to noNy =Oft nl*l@ 6y lord bddlq adl•, adlow,a� •kaaknd d dogs b 11r pkn lhb Om 4 as d aaodlbr a• by 1M batli Wtlm a digs n spilmad dasn to MY ad r ad io bn aopK npo&w:d, a M ThY om mrt b• wr0 ow appl n by papa pails boas ddb or h port a b not b be wad adom mdw Go*d bdahkr am be stolid W WwA Illd not bo mdn vin• ayaWa� dlaetly d' dhanI nw xM iLadbo and M a* GAOwr m Mama Y coda to tM Wffd mb% dodo an a omW by fiailwd Ywbsbiw sM pdmb iaW mW pmdby d Slam plus ad d amkach Yridn ad dhn aMdq om n addW 11" n IagarH• fa oemiiq and blmnbq bib alto add 9md ado boon amnomdiq my nark haandw. hm.rbaar bdwom ram om ad on gamd mto% w Mm wall as sobs, W locd k "q soda or aanlow must M kmo WW b 9a dkmlhn of Caflod bo8ubolm h v0q m tlst aq awh bomril0arJ1• =be 1•adaa I DETAIL 3 SECTION VIEW YL� RD 3.5 I STD IEXTRACTOR I 26 F.P. DROP 16 112 MIN DETAIL 3 22 6 10 rL I I ' 12 I /FULL-LENGTH REMOVABLE INTERNAL BAFFLE 76 EQ. HT. (MA)L) ANSUL R- 102- ASEF- 3T- 15N -25FP PBW-22 GX2- FDD- BDL -54 PBW -22 NSION TOLERANCE GX2- FDD- BDL -CA -54 f 1/4' (Bmm) MODEL / alurl ar: am= an am om EP GA INDUSTRIES,INC. 10900 S.W. AVERY ST TELEPHONE (503) 691 -2010 P.O. BOX 1149 TOLL FREE (600) 547 -9696 TUALATIN, OR 97062 -1149 FAX NO.: (503) 692 -6048 E—MAIL gay w0go o duemmn FP 9348705 PL -1B 3948704 H -16 9948709 PL -1A 9948702 D 3948701 ITEM # WORK ORDER / D 111.36 F —tl F F F a -JLa ao 0 0 o ao o a o 0 0 0 0 0 0 o e e e e ao ao ae o e e o e e e e e o o e o e e LTEM 15 CONY. OVEN LANG /2G000 -SIT D ITEM 15 CONY. OVEN LANG #2(X CO -SIT D 0 0 e e e e e e e e e e e e e 40.009 40.009 - 14' -6' ELEVATION VIEW H -1$ DUCT un-re, r D I I j3N 1:7 aOa 1 ,, 6.5 F -19.67 ITEM /7 DUMP STATION PITCO #BNB -E18SS FZiwi ► y� r rat •.r al 1 ► ��, al• i lair 1 • r• • INSTALLATION INFORMATION ELEVATION VIEW H —lA I 01 I BP I 1 -12 -04 IADD /IN NOZZLES OVER KETTLES, ANSUL TO 3T- 15N -25FP I I s' —o• FIN. CLG. HT. (VERIFY) DETAIL 1 12 11 r 1 22 10 6' -6' 76 MTG. HT. EQ. HT. I (MAX.) VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO FINISH CEILING HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT FIT PROPERLY OR COMPLY IMTH CLEARANCES SPECIFIED IN APPLICABLE CODES AND STANDARDS. CAUTION ; IF 'THE FINISHED CEILING IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEILING: (VERIFY) FLOOR TO FINISH CEILING: _ 9, -0m (VERIFY) p •• r i MOUNTING RODS BY VENTILATOR INSTALLER TOP OF VENTILATOR 54 DETAIL 2 MTG. BRACKET BY GAYLORD FASTEN TO WALL BY VENTILATOR INSTALLER 71 1 1 yl 1 � 1 \ \ I 1 \ 1 ENLI EXTRACTOR i 8.5 26 F P i DETAIL 1 DROP 16.845 1 / 12 MIN // I I 1 H —lA lbl• pka Y mob Iran owift b.,N lo. bat m•mnaamb n b aollad k>ssIrim must be noMW of any nsb b as om h be ralMd Ey mobaatal: brb - ad *wl a mmeam dlh er a d•a ad m�yims mina: orm dt not be lob. iLllad Ydstris amyl m ngar61113 for wk dm by IagaWN !or ary Yddalbd or mro 1 11 dmiaim k wnd by anhmba� Yonbiaa and aM6 ad M not doW my a"= fa olbn s a sad d mohocim kw of m ad oh n loan to noNy =Oft nl*l@ 6y lord bddlq adl•, adlow,a� •kaaknd d dogs b 11r pkn lhb Om 4 as d aaodlbr a• by 1M batli Wtlm a digs n spilmad dasn to MY ad r ad io bn aopK npo&w:d, a M ThY om mrt b• wr0 ow appl n by papa pails boas ddb or h port a b not b be wad adom mdw Go*d bdahkr am be stolid W WwA Illd not bo mdn vin• ayaWa� dlaetly d' dhanI nw xM iLadbo and M a* GAOwr m Mama Y coda to tM Wffd mb% dodo an a omW by fiailwd Ywbsbiw sM pdmb iaW mW pmdby d Slam plus ad d amkach Yridn ad dhn aMdq om n addW 11" n IagarH• fa oemiiq and blmnbq bib alto add 9md ado boon amnomdiq my nark haandw. hm.rbaar bdwom ram om ad on gamd mto% w Mm wall as sobs, W locd k "q soda or aanlow must M kmo WW b 9a dkmlhn of Caflod bo8ubolm h v0q m tlst aq awh bomril0arJ1• =be 1•adaa I DETAIL 3 SECTION VIEW YL� RD 3.5 I STD IEXTRACTOR I 26 F.P. DROP 16 112 MIN DETAIL 3 22 6 10 rL I I ' 12 I /FULL-LENGTH REMOVABLE INTERNAL BAFFLE 76 EQ. HT. (MA)L) ANSUL R- 102- ASEF- 3T- 15N -25FP PBW-22 GX2- FDD- BDL -54 PBW -22 NSION TOLERANCE GX2- FDD- BDL -CA -54 f 1/4' (Bmm) MODEL / alurl ar: am= an am om EP GA INDUSTRIES,INC. 10900 S.W. AVERY ST TELEPHONE (503) 691 -2010 P.O. BOX 1149 TOLL FREE (600) 547 -9696 TUALATIN, OR 97062 -1149 FAX NO.: (503) 692 -6048 E—MAIL gay w0go o duemmn FP 9348705 PL -1B 3948704 H -16 9948709 PL -1A 9948702 H -1A 3948701 ITEM # WORK ORDER / yP. amm I 5E 1Pmwpj. YELM HIGH SCHOOL Yelm. WA U z N M rn. Lo vJ Lo M W J ° N rQn J v 00 z� W w w cc F— G 3: F- D w w Q W 0 z N U O" N N �0N O Z •.0 p nS m W`o e E u Vy Cu a L r Z6 0� ,tQ W ` Z O Q Q N3 Z cl, a) LL >- c C -c L 0 O 06 U L11 p Z� N O 1"- C�1 Q Z O° O O L to U� N 'c: _D C� E <= O J E LLJ N HOOD PLAP PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 GAYLORD, SHEET K- SCALE: NOT TO SCALE ELECTRICAL SERVICE FOR LIGHTS, LS1 — — — -i 15 AMP MAX. MUST BE FUSED SEPARATELY FROM FAN CIRCUIT LS2 (— TO VENTILATOR LIGHTS WIRING NOTES E -1) ALL EXTERNAL CONTROL WIRING SHALL BE 12 GAUGE MINIMUM OR AS PER APPLICABLE CODES. E -2) THE HOLDING COILS WITHIN THE MAGNETIC STARTERS MUST MATCH THE SUPPLY VOLTAGE. MAGNETIC STARTERS ARE SUPPLIED BY OTHERS. TYPICAL ANSUL WIRING DIAGRAM Method 1 (4) ANSUL DUAL LOCATED N�AUTOMAN.SWITCHES SHOWN ELECTRICAL A AND /OR SHUNT TRIP OFF IN COCKED POSITION (SYSTEM READY) AND /OR CONTACTOR SHUTOFF VOLTAGE FREE N /0— BR01 AND N/C CONTACTS FOR INTERCONNECTION -- TO THE BUILDING BLA( ALARM SYSTEM — — Ran I _RED BLA( _ LLL� INSTALLED INFIELDDJEBOXD -1 BY ELECTRICAL CONTRACTOR I I I I BLA( 1 � 1 � EXHAUST FAN(S), MOTOR, MAGNETIC —r STARTER SWITCH AND FAN I I i� FAN ON /OFF SWITCH ELECTRICAL SERVICE BY OTHERS. I ?�' PROVIDED AND INSTALLED IN -- - ol0- � SEE NOTE E -2 I I FIELD J -BOX BY ELECTRICAL 1 1 L2 L1 L CONTRACTOR ------ - - - - -J i t L- 1 -- p�------ - - - --J TO COOKING EQUIPMENT POWER \ SUPPLY — 1 i SUPPLY FAN(S), MOTOR, MAGNETIC — — — — — — — — — — — — — — — — — J CLEARING ICONTACTS�LOCATED IN 1 I --�-ol STARTER SWITCH AND FAN I r ELECTRICAL PANEL, SUPPLIED BY 1 t of � 1 SEE C OI.C�ALE SERVICE BY OTHERS. 1L-------------- - - - -JI L - -- FIELDWIRINGBYOTHERS WIRING BY GAYLORD INSTALLATION INFORMATION Method 1 FOR ELECTRICAL GAS VALVE AND /OR SHUNT TRIP SHUT -OFF AND /OR CONTACTOR SHUT -OFF 1/2' EMT CONDUIT TO REMOTE PULL STATION BY FIRE PROTECTION CONTRACTOR WET CHEMICAL LINE TO 8.5 VENTILATOR BY FIRE MAX. PROTECTION CONTRACTOR II II 23.5 CABINET DEPTH: 7.5' DETECTION LINE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR SUPPLY VOLTAGE [X] 120V [ ] 220V [ ] 50Hz [X] 60Hz ELECTRICAL CONTRACTOR. ,�. am i I II �I I� �F_ ANSUL RESET RELAY PROVIDED BY GAYLORD, INSTALLED BY ELECTRICAL CONTRACTOR. K1a do K1b ARE N/0 WHEN K1 IS DE- ENERGIZED K1 K1a 1 1- GAS SOLENOID VALVE, N /C, FURNISHED By GAYLORD INSTALLED BY PLUMBING CONTRACTOR I' 1 TO COOKING 1 EQUIPMENT I - —_4 POWER SUPPLY CONTACTOR COIL, N/0 CONTACTS, TO SUIT ELECTRICAL LOAD FURNISHED BY OTHERS INSTALLED BY ELECTRICAL CONTRACTOR. WHEN USING MULTIPLE LIGHT SWITCHES ON ONE CIRCUIT, VERIFY THAT THE Method 2 LOAD DOES NOT EXCEED 15 AMPS MAX. FOR MECHANICAL GAS VALVE AND IF IT DOES, USE MULTIPLE CIRCUITS. ELECTRICAL SHUNT TRIP SHUT -OFF BROWN _ RED F_ BLACK N/O SW4 TO COOKING SHUNT TRIP BREAKER WITH COIL 1 1 EQUIPMENT CLEARING CONTACTS LOCATED IN ELECTRICAL PANEL, SUPPLIED BY L1 �J \ ELECTRICAL CONTRACTOR. L2 J SUPPLY VOLTAGE SERVICE FROM POWER BREAKER PANEL SUPPLY TYPICAL ANSUL TANK SCHEMATIC (FOR NON -WATER WASH VENTILATOR) Method 2 FOR MECHANICAL GAS VALVE AND ELECTRICAL SHUNT TRIP SHUT -OFF MANUAL RESET RELAY II TWO WIRES TO SUPPLY VOLTAGE SERVICE BY ELECTRICAL CONTRACTOR. TWO WIRES TO GAS VALVE AND /OR CONTACTOR BY J ELECTRICAL CONTRACTOR. �— J TWO WIRES TO AUTOMAN RELEASE BY ELECTRICAL CONTRACTOR. TWO WIRES TO SUPPLY FAN(S). R -102 DOUBLE TANK CARTRIDGE (NITROGEN CARTRIDGE) BY FIRE PROTECTION CONTRACTOR 1 01 1 EP 1 1 -12 -04 IO NGE ANSUL TO 3T- 15N -25FP I I 1/2' EMT CONDUIT TO 1/2' EMT CONDUIT TO REMOTE MECHANICAL GAS VALVE PULL STATION BY FIRE PROTECTION CONTRACTOR DETECTION LINE TO WET CHEMICAL LINE TO $,5 VENTILATOR BCONTRACTOR VENTILATOR BY FIRE MAX. PROTECTION CONTRACTOR II II II II IIII if TWO WIRES TO BREAKER PANEL BY ELECTRICAL r' 'v' r' '� i — f CONTRACTOR. If if I If II Ilt lly + P��__, TWO WIRES TO SUPPLY FAN(S). 23.5 I TANK ii TANK II TANK I 1 1 3 2 1 Fa TY(0 WIRES TO BUILDING i(3 GAL)i1'(3 GAL)ii(3 GAL)I 1 1 ALARM SYSTEM BY 1 11 11 1 1� ; ELECTRICAL CONTRACTOR. 11 11 11 1 \ (WHEN REQUIRED) 16.5 T 16.5 — CARTRIDGE DOUBLE TANK MIX WIRING siad,Drfai BY (NITROGEN CARTRIDGE) ELECTRICAL CONTRACTOR CABINET DEPTH: 7.5' BY FIRE PROTECTION CONTRACTOR ANSUL R- 102- ASEF- 3T- 15N -25FP PBW-22 GX2 -FDD- BDL -54 PBW-22 DIMEIISION TOLERANCE GX2 -FDD- BDL -CA -54 t 1/4' (&=I 1 MODEL / Ii plan In mode kne aeddb I 1 -1rh, hat nwesrrhwhb am 10 �d I I - west be rhoIN d my made to Mm plm n be w11ad by arhbaetn. Yheldkes and alham In areheo.. wb Mde a des and conspicuous manner. �d aM nd be pb. Cotlond nAm61m angle no ngrmbM) it ark done by m4air 11 � my' ll I Q osrgandtl danmpm tianad by arhbaaisS Mtolre mw a n ad in ant eland m1' .Ranee lr elfin m a FMA d aaakaaivS Irn/re ad atlra 1111111111111 notlfp ddwqgqww made lad nidfg a" adbhamee, ehuobad wdMrr M w o Mbm r cn M Mr W CaMd r by five ine r Mn gpemd demon n tlh dlkr In p� lw om mad be III and opprrd by prWr par8w Mnee whale r n porL I n not to be wed wlm under 6ofgd ndrnlw kiirlDotlm om be skated and did not M mde aches ry�yr�� wetly r otlhrnI nor may I be and n ah alwlMea Ienrrredbnm icon rmnwgdawd � mda of are a � by b Coylyd pzb= �r paoarra and omt d ones s ad and d amnmire, More aM aM one, ierred Mews pka n odhtrd Mhry m hespartle iQ esmlblbq and bewhdq km/r aft dm d'ral notes bdes mmhwhdq any ark hereunder. nah .. i betaem Mhese pkem and the Mrwd noon, or th 16e miee, ad nod kA *q codes r adfhrres be owed to On atMtlah of Cofird badrbM In willing es Mont my inch 1 1 rhoNe aan be eeedee I M • • , e;, INDUSTRIES, INC. 10900 S.W. AVERY ST. TELEPHONE (503) 691 -2010 P.0. BOX 1149 TOLL FREE: (800) 547 -9696 TUALATIN, OR 97062 -1149 FAX N0.: (503) 692 -6048 E —MAB: g4ord0pyiaadusmco al ®® ms FP PL -18 H -1B PL —tA H -1A ITEM / Yelm WA aG AianglAl: 3of3 h Ldd . a;: a NVE < ER 0 D U Z N M hn w J ° QN cf) L0 OD ww w C � G �Ii w' C w Q wo ❑Z N ONN �GN 0 �1 HOOD Z 0 Q � IV Z E tY N LU >- 0} c O 06 U I- Z 0 �c I- F- (� c, D Qz° J N 0° �c 2 In U� E = O � E LU PROJECT. YELM HS DRAWN: 3 DATE: 01.22.04 SHEET K -I SCALE: NOT TO SCALE Z e>• q LU 0 0 a E 0� v V U » Z 0� Y " R " o W t �1 HOOD Z 0 Q � IV Z E tY N LU >- 0} c O 06 U I- Z 0 �c I- F- (� c, D Qz° J N 0° �c 2 In U� E = O � E LU PROJECT. YELM HS DRAWN: 3 DATE: 01.22.04 SHEET K -I SCALE: NOT TO SCALE J I Q N 14' -6" (UNEXPOSED) 13' -10" J J 9 Z 0 m F_ 0 w J J U- 1 e3D B' WALL (UNEXPOSED) 7, -0 1 2' -10 "W 2' -12'i x 6' --5 "H I DOOR Fy P I lyi! P �-- G I I I 1 2' -1 -10 0 \\ FREEZER /4" FOAM SCREE[ c'is I G 1�3 2' -10 "W ; 'i x 6' -5 "H DOOR I q � �- 4,_2„ RECOMMENDED BUILDING WALL OPENING (EXPOSED) �O i N 1 1 1 I I I I I I 1 1 18' -6" (EXPOSED) 10' -6" I �\ 1 2'- 1 6 "W 31-2191 x 6' -5 "H L I DOOR ` I �G 4,_52„ am IVl NO 0 .1 v ° 3,_22„ N 4' -3" BUILDING WALL (UNEXPOSED) I 2 -10 "W / x 6' -5 "H DOOR I L 4' -2" � RECOMMENDED BUILDING WALL OPENING (EXPOSED) 4, -52" p - I 4' -12" BUILDING WALL (UNEXPOSED) WALK -IN DETAILS #1 SCALE: 3/4° = 1 '-011 IN 4" TYP. n bi Cn a_ Ld NSPECIFI CATIONS N BOX HEIGHT: FREEZER - 8' -3 3 4" OVERALL (7' -11 3 4" INTERIOR) COOLER - 8' -3 3 /4" OVERALL (7' -11 3/4" INTERIOR) CONSTRUCTION: FOAMED IN PLACE NSF LISTED, STANDARD NO. 7 CORE SMOKE DEVELOPED 300 INSULATION: 4" URETHANE, FINISHED PANEL UL CLASSIFIED FLAME SPREAD 20 INSTALLATION: INDOOR FLOOR: FREEZER - FLOORLESS W /4" FOAM SCREED (SEE DETAILS) INSULATED SLAB (SLAB, INSULATION & VISQUEEN BY OTHERS) COOLER - FLOORLESS W /4" FOAM SCREED INSULATED SLAB (SLAB, INSULATION & VISQUEEN BY OTHERS) DOOR HARDWARE DEADBOLT HANDLE W /PADLOCK PROVISION & INSIDE RELEASE & ACCESSORIES: (EXTERIOR DOORS ONLY) EACH DOOR FRAME HEATER WIRE HYDRAULIC DOOR CLOSER 3 -WAY LIGHT SWITCH W /PILOT INCANDESCENT VAPOR PROOF LIGHT FIXTURE AUDIOVISUAL TEMPERATURE ALARM HI -LO (TAI 200 -24) W/25' PROBE 2 - STD. CAM LIFT HINGES 2 PC. 12 GA STAINLESS STEEL DOOR LOCKING BAR ACCESSORIES: 1 - PRESSURE RELIEF VENT 8 - PCS. TRIM ANGLE 2 - 48" FREEZER (11810F00048) FLUORESCENT LIGHT FIXTURE ® 120w EACH (SHIPPED LOOSE) 2 - 48" COOLER (11810000148) FLUORESCENT LIGHT FIXTURE ® 80w EACH (SHIPPED LOOSE) VERIFY HEIGHT CLOSURE PANEL TO AN EXISTING CEILING (EXPOSED EXTERIOR) ALUMINUM EXTRUSION BUMPER RAIL W/VINYL INSERT - 36" A.F.F. (EXPOSED EXTERIOR) METAL FINISHES: INTERIOR WALLS - .032 STUCCO ALUMINUM INTERIOR CEILING - WHITE .040 STUCCO ALUMINUM EXPOSED EXTERIOR - .032 STUCCO ALUMINUM UNEXPOSED EXTERIOR - .032 STUCCO ALUMINUM EXTERIOR CEILING - 26 GA STUCCO GALVANIZED REFRIGERATION: BY OTHERS NOTE: THE LARGEST WALK -IN PANEL ON THIS JOB IS 46" x 174". CUSTOMER IS TO VERIFY THAT THIS PANEL SIZE WILL NOT CONFLICT WITH ANY JOB SITE RESTRICTIONS. NOTE: CUSTOMER IS TO VERIFY ALL DIMENSIONS, SECTIONS, DETAILS AND SPECIFICATIONS NSF 0 G an Panel 5800 S.E. 78th St. Ocala, Florida 34472 I Ph. (352) 245 -7055 Fax (352) 245 -0726 I I I P C FDATE: FOOD EQUIPMENT SALES, INC. 1 1 1 \ 1 35 0 \ P.O. : COOLER \ MH JPD A.P.C. : /4" FOAM SCREE \ ' -0" 132788 1 of 3 1 I I I I I I c sh / / .1 v ° 3,_22„ N 4' -3" BUILDING WALL (UNEXPOSED) I 2 -10 "W / x 6' -5 "H DOOR I L 4' -2" � RECOMMENDED BUILDING WALL OPENING (EXPOSED) 4, -52" p - I 4' -12" BUILDING WALL (UNEXPOSED) WALK -IN DETAILS #1 SCALE: 3/4° = 1 '-011 IN 4" TYP. n bi Cn a_ Ld NSPECIFI CATIONS N BOX HEIGHT: FREEZER - 8' -3 3 4" OVERALL (7' -11 3 4" INTERIOR) COOLER - 8' -3 3 /4" OVERALL (7' -11 3/4" INTERIOR) CONSTRUCTION: FOAMED IN PLACE NSF LISTED, STANDARD NO. 7 CORE SMOKE DEVELOPED 300 INSULATION: 4" URETHANE, FINISHED PANEL UL CLASSIFIED FLAME SPREAD 20 INSTALLATION: INDOOR FLOOR: FREEZER - FLOORLESS W /4" FOAM SCREED (SEE DETAILS) INSULATED SLAB (SLAB, INSULATION & VISQUEEN BY OTHERS) COOLER - FLOORLESS W /4" FOAM SCREED INSULATED SLAB (SLAB, INSULATION & VISQUEEN BY OTHERS) DOOR HARDWARE DEADBOLT HANDLE W /PADLOCK PROVISION & INSIDE RELEASE & ACCESSORIES: (EXTERIOR DOORS ONLY) EACH DOOR FRAME HEATER WIRE HYDRAULIC DOOR CLOSER 3 -WAY LIGHT SWITCH W /PILOT INCANDESCENT VAPOR PROOF LIGHT FIXTURE AUDIOVISUAL TEMPERATURE ALARM HI -LO (TAI 200 -24) W/25' PROBE 2 - STD. CAM LIFT HINGES 2 PC. 12 GA STAINLESS STEEL DOOR LOCKING BAR ACCESSORIES: 1 - PRESSURE RELIEF VENT 8 - PCS. TRIM ANGLE 2 - 48" FREEZER (11810F00048) FLUORESCENT LIGHT FIXTURE ® 120w EACH (SHIPPED LOOSE) 2 - 48" COOLER (11810000148) FLUORESCENT LIGHT FIXTURE ® 80w EACH (SHIPPED LOOSE) VERIFY HEIGHT CLOSURE PANEL TO AN EXISTING CEILING (EXPOSED EXTERIOR) ALUMINUM EXTRUSION BUMPER RAIL W/VINYL INSERT - 36" A.F.F. (EXPOSED EXTERIOR) METAL FINISHES: INTERIOR WALLS - .032 STUCCO ALUMINUM INTERIOR CEILING - WHITE .040 STUCCO ALUMINUM EXPOSED EXTERIOR - .032 STUCCO ALUMINUM UNEXPOSED EXTERIOR - .032 STUCCO ALUMINUM EXTERIOR CEILING - 26 GA STUCCO GALVANIZED REFRIGERATION: BY OTHERS NOTE: THE LARGEST WALK -IN PANEL ON THIS JOB IS 46" x 174". CUSTOMER IS TO VERIFY THAT THIS PANEL SIZE WILL NOT CONFLICT WITH ANY JOB SITE RESTRICTIONS. NOTE: CUSTOMER IS TO VERIFY ALL DIMENSIONS, SECTIONS, DETAILS AND SPECIFICATIONS NSF 0 U Z N M vi L? Cl) W J ° Q 4 _ rn N U) LO CD j LJ w W 5 H G 0 W U) C� w Lu Q 0 Qz N O� N ^-►004 O w uj O' u Cu C O $Y �oju Cie E 3 o m E � W /1 11 F o w 0 O � E n q C V u L z 0 I__ < 3 z af Z W >- 0} C c L 0 0 o, U V) ° 0 z N 0� N 0 QZ J N OC L V1 U� N )LE = o E LU WALK -IN PLAN Al PROJECT:YEIM HS DRAWN: LB DATE: 01.22.04 SHEET K- > SCALE: 3/4" = P -0" AMERICAN PANEL CORPORATION an Panel 5800 S.E. 78th St. Ocala, Florida 34472 Ph. (352) 245 -7055 Fax (352) 245 -0726 C FDATE: FOOD EQUIPMENT SALES, INC. IGH SCHOOL — YELM WA DRAWN BY: P.O. : 03 MH JPD A.P.C. : SHEE T ' -0" 132788 1 of 3 U Z N M vi L? Cl) W J ° Q 4 _ rn N U) LO CD j LJ w W 5 H G 0 W U) C� w Lu Q 0 Qz N O� N ^-►004 O w uj O' u Cu C O $Y �oju Cie E 3 o m E � W /1 11 F o w 0 O � E n q C V u L z 0 I__ < 3 z af Z W >- 0} C c L 0 0 o, U V) ° 0 z N 0� N 0 QZ J N OC L V1 U� N )LE = o E LU WALK -IN PLAN Al PROJECT:YEIM HS DRAWN: LB DATE: 01.22.04 SHEET K- > SCALE: 3/4" = P -0" WALL PANEL DOOR 4 " REINFORCED CONCRETE 0 NMI &1 2 LAYERS 20 THICK ROOF PANEL E RING FLOOR (BY OTHERS) REINFORCED CONCRETE 4 2 LAYERS 2" THICK WEARING FLOOR (BY OTHERS) SL THRESHOLD X. AB URETHANE INSULATION HEATED RELIEF PRESSURE ' AMv 888 • RED 1 1/2- REDWOOD 1 1/2- REDWOOD,.-14 DOOR JAMB THERMAL BREAK THERMAL BREAK 4 MIL • VAPOR FLOOR • EXISTING ••. VAPOR SECTION G —7G] BUILDING STRUCTURE ANCHOR TO CEILING TOP CHANNEL AIR SPACE ABOVE J VERIFY HGT. WK-IN A 12m 1 _ MINIMUM TO INSTALL CLOSURE PANEL ANCHOR TO ROOF PANEL BOTTOM CHANNEL ROOF PANEL WALL PANEL CLOSURE PANEL CORP BRUSHED ALUM. SECTION P — P BUMPER RAIL INSERT IINUM CHANNEL FASTENED 12" ON CENTER "--SEALING UNIT (BY E.C.) ONE REQUIRED AT EVERY ENTRANCE OF CONDUIT INTO CABINET. NOTE: WHEN CABINET IS OUTDOORS, BRING ELECTRIC SERVICE THROUGH WALL DO NOT PENETRATE CEILING. EMT CONDUIT (BY OTHERS) LIGHT FIXTURE DOOR PLUG HEATED PRESSURE RELIEF VENT 0 r, �l DOOR ELEVATION BUILDING WALL WALK -IN DETAILS #2 SCALE: 3/4" = V-Oil 4 —2 "W x 16' -10 "H MINIMUM BUILDING WALL OPENING BUILDING WALL EXTERIOR 1_ WALL PANEL • METAL STRIP SHT METAL SCREW TRIM ANGLE DETAIL #2 a ® • O 8'— 399 OVERALL �B 6 -10 'I BOX A.F.F. HEIGHT DOOR ELEVATION NO BUILDING WALL U Z N 0 LO Vi co co W� J 'o co U) N VJ 00 1 j Ww W I- 11 � U-1 �t CIO 1 q W W 0 Qz N T , O � v N N O r O AMERICAN PANEL CORPORATION 5800 S.E. 78th St. Ocala, Florida 34472 7OLYMPIC Ph. (352) 245 -7055 Fax (352) 245 -0726 Lu o OOD EQUIPMENT SALES, INC. PROJECT: >e YELM HIGH SCHOOL — YELM WA m E DATE: O DRAWN BY: P.O. #: 12/1/03 u MH JPD u» SCALE: A.P.C. : SHEET 3/4 " =1' -0" 132788 -2 12 of 3 U Z N 0 LO Vi co co W� J 'o co U) N VJ 00 1 j Ww W I- 11 � U-1 �t CIO 1 q W W 0 Qz N T , O � v N N O r O Z O Q � N3 Z E LU >- 0 >� <0 C L D 0 06 U N 0 Z N O� CV Q z J LQ 00 0 O� 2 cn U� cn •c z� E = 0 LU �r WALK -IN PLAN M2 PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 SHEET K— SCALE: 3/4'= V-7' Z _p - _ E U Lu o >e e m E O t V" u u» Z� o� kgm Y u t t 1 V 0 Y i v a W u Z O Q � N3 Z E LU >- 0 >� <0 C L D 0 06 U N 0 Z N O� CV Q z J LQ 00 0 O� 2 cn U� cn •c z� E = 0 LU �r WALK -IN PLAN M2 PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 SHEET K— SCALE: 3/4'= V-7' WALL DOOR pv r*69 4" REINFORCED CONCRETE milli 9&�4 I 1 174 � 4" ow ,#*#** 2 LAYERS 2* THICK ING FLOOR (BY OTHERS) SWEEP,, URETHANE INSULATION 16+6 40 FOAM SCREED I 4 REINFORCED CONCRETE LAYERS 2w THICK THRESHOLD WEARING FLOOR (BY OTHERS) SL SEALING UNIT (BY E.C.) B URETHANE INSULATION I \ ONE • 1 AT EVERY / HEATED I■ \I ENTRANCE OF • RELIEF VENT I lIlI INTO oTE: WHEN CABINET IS OUTDOORS BRING ELECTRIC INTERNALLY WIRED SERVICE THROUGH WALL 1 1/2- REDWOOD 1 1/2- REDWOOD DOOR JAMB DO NOT PENETRATE CEILING. THERMAL BREAK THERMAL BREAK EMT CONDUIT (BY OTHERS) LIGHT FIXTURE 4 MIL VISQUEEN, 4 ��♦ VAPOR BARRIER f EXISTING FLOOR --- MIL MSQUE;N---'IX EXISTING FLOOR VAPOR WRIER DOOR PLUG SECTION G SECTION :P� =-P HEATED PRESSURE RELIEF =VENT BUILDING STRUCTURE ANCHOR TO CEILING I ` TOP CHANNEL AIR SPACE ABOVE—/ FY H GT. WALK -IN REQUIRES A 12" MINIMUM TO INSTALL CLOSURE PANEL) ANCHOR TO ROOF PANEL BOTTOM CHANNEL ROOF PANEL WALL PANEL rCLOSURE PANEL] CORr BRUSHED ALUM. INSERT IINUM CHANNEL FASTENED 12" ON CENTER 1Z W 4' -2 "W O x 6' -10 00H MINIMUM BUILDING WALL OPENING DOOR ELEVATION BUILDING WALL WALK -IN DETAILS #3 SCALE: 3/4° = I'-011 r BUILDING WALL • METAL STRIP SHT METAL SCREW TRIM ANGLE DETAIL #2 O 81 -3�3„ OVERALL 8❑ 6' -10" BOX A.F.F. HEIGHT DOOR ELEVATION NO BUILDING WALL U Z N Cl) r nw In C0 v/ M W J ° Q _\I N U) LO co j Ww W F 7 H W �y U) q W WQ 0 QZ N U� o N N O � O ZO AMERICAN PANEL CORPORATION 5800 S.E. 78th St. Ocala, Florida 34472 Ph. (352) 245 -7055 Fax (352) 245 -0726 C F3/4 FOOD EQUIPMENT SALES, INC. h � lj W O IGH SCHOOL — YELM WA DRAWN BY: P.O. : 03 MH JPD a A P.C. : C SHEET ' -0" O 13278B -2 2 of 3 U Z N Cl) r nw In C0 v/ M W J ° Q _\I N U) LO co j Ww W F 7 H W �y U) q W WQ 0 QZ N U� o N N O � O ZO Vi M h � lj W O ` a C E O i u V r' u� Z� OY' A. � v a W � E� g a Y u Y Y u s O N_ 3 Z E LU r O} c O C N O Z O� Ci Q Z J-^ O° O O= _V) U� V 2 � E = O LLJ N WALK -IN PLAN A3 PROJECT: YELM HS DRAWN: LB DATE: 01.22.04 SHEET K-1 SCALE: 3/4" =1' 0" i I I DR N LIN DETAIL COIL SPECI 1 ATION 11112111 ' �1Q .1O�I 11112111 1 .1 I" I I I I III I "' >� \Y3761 0 ON RACK O Factory will not - Mimi= or expansion tt1.:':'.S.':4�1■�t caused ray scale in the pipe. ROOF !' 10GHEII •p; '• iYl still LEVEL <� •d' +��Q' n]? 1N� N /:. r NO i+41{ MiIllii UNE ■� ■0100 FAN SPEED C NTROL WIRING DIAGRAM N P-TRAF L"��EIS�I;�IIF1di EVERY 15' TO /"°' R'ptNOD °'' • q REFR TION UNIT. 35j THERMOSTAT FRO --SHO ■� M. AM, ■0110© --ELECT qD II 00 ■II W IN COOLER OFF AIR 0 .n FROST CLOCK jl,I I• x FRS II II T I S. A a afE x -77unn 11N qX ion l - N•�aAac T oNNZ FM C.C.H. C.C.H. T -91A7 I �9 I �I <�OD 707a CMU MACK cnt m I . ■ ®- 11112111 ' �1Q .1O�I 11112111 1 .1 I" I I I I III I LL 1 "' >� \Y3761 0 ON RACK O Factory will not - Mimi= or expansion aloe caused ray scale in the pipe. ROOF !' 10GHEII •p; '• iYl still LEVEL <� •d' +��Q' n]? 1N� N /:. r NO i+41{ REFRIGERATION UNE ■� ■0100 FAN SPEED C NTROL WIRING DIAGRAM N P-TRAF L"��EIS�I;�IIF1di EVERY 15' TO /"°' R'ptNOD °'' q REFR TION UNIT. 35j THERMOSTAT FRO --SHO ■� M. AM, ■0110© --ELECT qD 00 ■II W IN COOLER LL 1 "' >� \Y3761 0 n + all weldin'gs. Factory will not pay Mimi= or expansion aloe caused ray scale in the pipe. 13°14 1['. I'�• +1 •p; '• iYl still 21�r <� •d' +��Q' n]? 1N� N /:. r NO i+41{ BY ELECT. CoN ■�� ■� ■0100 FAN SPEED C NTROL WIRING DIAGRAM N CON`ADENSER L"��EIS�I;�IIF1di ELE I ICAL CONTRACTO TO /"°' R'ptNOD °'' q T COLORED W � �� 35j THERMOSTAT FRO --SHO ■� M. AM, ■0110© --ELECT qD ■II W IN COOLER OFF AIR 0 .n FROST CLOCK jl,I IN FRE I x FRS JBING S T I S. A a afE x -77unn 11N qX ion l N•�aAac T oNNZ FM C.C.H. C.C.H. T -91A7 I �9 I �I <�OD 707a CMU MACK cnt m I . ■ ®- 12N ■�� ■I■ % 4 ■■ ��fAT • • 1I_II L. • SF\7a � AT7,76TAaq FAN SPEED am OLTAL NOIL4L' FAN VICTOR x116 fyII1t !® LD AWLWP FAN MUMIIIMM M&M P.S WA10 7MS 417010WrAT HAS AN ANE KNOT 70 VARY THE HM A17771R Coma i OR z FAN IOTOR X4 M 991111 ■ NdCA FED W r Y ELECTRCTR I BY CAL TRACTOTO R 'I. ��IM • r ��. ,. MMII w- rT )'Y-' •-h' r LL 1 "' >� \Y3761 0 n + all weldin'gs. Factory will not pay Mimi= or expansion aloe caused ray scale in the pipe. 13°14 1['. I'�• +1 •p; '• iYl still 21�r <� •d' +��Q' n]? 1N� N /:. r NO i+41{ R FRI ERATION L! �S� ki177■ i lll'r�11� 1 ■tlGlli[tll:��■ � �F�� 010 ■�3Ii'� fIF�'. Q Warning: Refrigeration installetir must have nitrogen flowing through II pipes during "' >� \Y3761 0 n + all weldin'gs. Factory will not pay for any damage in the solenoid or expansion aloe caused ray scale in the pipe. TION SECTION OF CONNECTION ■I[�? 1N� N /:. r NO ■Il�i� BY ELECT. CoN ■�� ■� ■0100 FAN SPEED C NTROL WIRING DIAGRAM N CON`ADENSER L"��EIS�I;�IIF1di ELE I ICAL CONTRACTO TO /"°' R'ptNOD °'' q T COLORED W � �� 35j THERMOSTAT FRO --SHO ■� M. AM, ■0110© --ELECT qD L! �S� ki177■ i lll'r�11� 1 ■tlGlli[tll:��■ � �F�� 010 ■�3Ii'� fIF�'. Q Warning: Refrigeration installetir must have nitrogen flowing through II pipes during SCHEDULE I1M Sts FIXTURE FIX Mi WALK -IN A COOLER 11.7 WALK -IN B FREEZER A a . >� \Y3761 0 n + all weldin'gs. Factory will not pay for any damage in the solenoid or expansion aloe caused ray scale in the pipe. TION SECTION OF CONNECTION 1N� N /:. r NO BY ELECT. CoN ii .cn./uri .•\ 10.0 FAN SPEED C NTROL WIRING DIAGRAM N CON`ADENSER ELE I ICAL CONTRACTO TO /"°' R'ptNOD °'' q T COLORED W 35j THERMOSTAT FRO --SHO 2 R COIL do CONNE I ON WIRING DIAG M. AM, AS --ELECT qD ■II W IN COOLER OFF AIR 0 .n FROST CLOCK jl,I IN FRE I x FRS JBING S T I S. A a afE x -77unn SCHEDULE I1M Sts FIXTURE FIX Mi WALK -IN A COOLER 11.7 WALK -IN B FREEZER En ■ I ■I ■ ■ ■� 111 ■S ®EE�L�, 110 ►� » F7V 1 7 � 1 y ' � � ®�� II �� ■�■ ■ ■� ■ ■�� ■ ■I ®'. I� •�I` �� Milli I �� RACK ITEM N0: RACK#_�_OFI LINE AMP TOTALS: 2�.z 21.2 22.4 RACK MODEL N0: w -AC-H- o-3 CONNECTED LOAD: 24.2 RACK SIZE: L: +d' 3*' 33' I U.L MIN. CIRCUIT AMPACITY: �•1 WEIGHT: � LBS. U.L MAX OVERLOAD DEVICE: 40-0 VOLTAGE: 208 volt 3 Pham 60 Cycle ptpTEy+ AIR COOLED ® *1WIAT�Ii TIME �IN ML ' 12 -03-03 F.7LL• FlM0E0 1/fIl IfF11 BY 00ERE %/S: 11E1010/NT ! sO610D N JOB NAME: YELM SCHT LOC'N: YELM WA. VIA: A a . >� \Y3761 0 n + all weldin'gs. Factory will not pay for any damage in the solenoid or expansion aloe caused ray scale in the pipe. TION SECTION OF CONNECTION 1N� N /:. r NO BY ELECT. CoN ii .cn./uri .•\ 10.0 FAN SPEED C NTROL WIRING DIAGRAM N CON`ADENSER ELE I ICAL CONTRACTO TO /"°' R'ptNOD °'' En ■ I ■I ■ ■ ■� 111 ■S ®EE�L�, 110 ►� » F7V 1 7 � 1 y ' � � ®�� II �� ■�■ ■ ■� ■ ■�� ■ ■I ®'. I� •�I` �� Milli I �� RACK ITEM N0: RACK#_�_OFI LINE AMP TOTALS: 2�.z 21.2 22.4 RACK MODEL N0: w -AC-H- o-3 CONNECTED LOAD: 24.2 RACK SIZE: L: +d' 3*' 33' I U.L MIN. CIRCUIT AMPACITY: �•1 WEIGHT: � LBS. U.L MAX OVERLOAD DEVICE: 40-0 VOLTAGE: 208 volt 3 Pham 60 Cycle ptpTEy+ AIR COOLED ® *1WIAT�Ii TIME �IN ML ' 12 -03-03 F.7LL• FlM0E0 1/fIl IfF11 BY 00ERE %/S: 11E1010/NT ! sO610D N JOB NAME: YELM SCHT LOC'N: YELM WA. VIA: WIRING DIAGRAM A a . >� \Y3761 0 n + all weldin'gs. Factory will not pay for any damage in the solenoid or expansion aloe caused ray scale in the pipe. TION SECTION OF CONNECTION 1N� N /:. r NO BY ELECT. CoN ii .cn./uri .•\ G.I. META DIED BY G.C. CURB FAN SPEED C NTROL WIRING DIAGRAM N ELE I ICAL CONTRACTO TO /"°' R'ptNOD °'' q T COLORED W WIRING DIAGRAM A a . >� \Y3761 0 n + all weldin'gs. Factory will not pay for any damage in the solenoid or expansion aloe caused ray scale in the pipe. WIRING DIAGRAM M0 ©1L117■ TYPICAL 1VVIRINIG DIAGRAM FOR OF 1�CLE IR DEFR S TIME LOCK IM TED PRE -WIRED SINGLE r ccNNECn TH PE1I, P FANS 3 ' 8 L1 1/n 10 T— T LINE LIO O MAIN p NECT A PLAN VIEW rn) 11i �r A a . >� \Y3761 0 n + + . - • - - ' "/1 I us 'I MAIN POWER PC ENT - ELE TION SECTION OF CONNECTION 1N� N /:. r NO BY ELECT. CoN ii .cn./uri .•\ G.I. META DIED BY G.C. CURB FAN SPEED C NTROL WIRING DIAGRAM N ELE I ICAL CONTRACTO TO RUN q T COLORED W 35j THERMOSTAT FRO --SHO 2 R COIL do CONNE I ON WIRING DIAG M. AM, AS --ELECT ICAL SUPPLY ■II W IN COOLER 1■ 0 .n W IN FRE I x JBING S UENC a afE x -77unn 11N qX ion l N•�aAac T oNNZ FM C.C.H. C.C.H. T -91A7 I �9 I �I <�OD 707a CMU MACK cnt m I . ■ ®- 12N ■�� ■I■ % 4 ■■ ��fAT • • 1I_II L. • SF\7a � AT7,76TAaq FAN SPEED am OLTAL NOIL4L' FAN VICTOR x116 fyII1t !® LD AWLWP FAN MUMIIIMM M&M P.S WA10 7MS 417010WrAT HAS AN ANE KNOT 70 VARY THE HM A17771R Coma i OR z FAN IOTOR X4 M 991111 ■ NdCA FED W Y ELECTRCTR I BY CAL TRACTOTO R M0 ©1L117■ TYPICAL 1VVIRINIG DIAGRAM FOR OF 1�CLE IR DEFR S TIME LOCK IM TED PRE -WIRED SINGLE r ccNNECn TH PE1I, P FANS 3 ' 8 L1 1/n 10 T— T LINE LIO O MAIN p NECT A PLAN VIEW rn) 11i �r A a . a - ] r] , • 11... n + + . - • - - ' "/1 I us ». •v +•- +1 ' • I ' o ]• I ELE TION SECTION El "A" PITOF POCKET r NO ii .cn./uri ROOF PAD do COVER TO BE PIR G.I. META DIED BY G.C. CURB DETAIL N ELE I ICAL CONTRACTO TO RUN q T COLORED W FRO --SHO 2 R COIL do CONNE I ON WIRING DIAG M. AM, AS --ELECT ICAL SUPPLY ■II W IN COOLER 1■ 0 W IN FRE I 11 JBING S UENC Y r e A a . a - ] r] , • 11... n + + . - • - - ' "/1 I1 h ». •v +•- +1 ' • I ' o ]• I ii .cn./uri `� II /iiA \� /ir �� All 1 //IY fY i1 // \ \I I 77/ \U \W r 7oA]u IF 71•7I.V u /nnii .`u7uEr Division of Omnifear 9300 Hall Road, Downey, Phone: (562) 923-9660 Fax: , , . Contractors 62-7466 � N M+al ■■I� ■II ■I 1■ ■��■■ oil 11 �9 I �I gI� I . ■ ®- ■il ■�� ■I■ ■ ■■ • • 1I_II F5 C4 v p n o1 0 � n U O ° � _o e E s u H U« r = Y Y d � O H N w D O L O Q O O 2 U 0 J I w I El CII RICA PLANS m.v Mail NINE