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2799 PlanGENERAL NOTE5 BUILDING CODE: 2009 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 P5F (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CL455 "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 DESIGN CRITERIA: TABLE /2301.20 .1 GROUND W WIND S SEISMIC S SUBJECT TO DAMAGE FROM W WINTER I ICE SHIELD F FLOOD A AIR M MEAN LOAD ( (mph) C CATEGORY W WEATHERING F FROST LINE T TERMITE D DECAY T TEMP. L REQUIRED I INDEX T TEMP SLIGHT- S SLIGHT L LOCAL CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS t CONDITIONS PRIOR TO CONSTRUCTION. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND /OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WIT" WOW. DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING 15 A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM - ALTERNATIVE I-JOIST/BEAM MANUFACTURER PLAN5. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS a SPECIFICATIONS CIF REQUIRED) 51TE XR< GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF- EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4 "x3 "x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 6' -0" O.C. UN.O. WITH MIN, T EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON 6TRONG-TE OR U51P STRUCTURAL CONNECTORS CONORETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R402.2 MINIMUM COMPRESSIVE STRENGTH (Pc) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION a OTHER CONCRETE NOT EXPOSED 2,500 al TO THE WEATHER. p BASEMENT SLABS t INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2 500 51 FLOOR BLAB. p BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALL5 7 OTHER 3,000 pal ((% air entrained V- 1 %) VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER PORCHES, CARPORT SLABS t STEPS EXPOSED 3000 pal (6% air entrained H- 1 %) TO THE WEATHER e GARAGE FLOOR SLAB. CONCRETE 'BATCH TICKET' SHA LL BE AVAILABLE L A BLE ON 51TE FO R RE VIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH 461-1`1 4615 GRADE 60. CARPENTR`r' GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.30U GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R10235 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT- DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MIN. CLEARANCE BETWEEN WOOD AND EARTH, 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IV MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENER5 ALL NAILS SPECIFIED ON THIS PLAN SHALL SE CO1f10N OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOW ad COMMON (0.131' DIA., 2 -1/2" LENGTH), ad BOX (0.113' DIA, 2 -1/2' LONG), 10d COMMON (0.148' DA, 3' LONG) I0d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3 -1/2' LONG), 16d SINKER (0.148 CIA, 3 -1/4' LONG) 5d COOLER (0.086" DIA., -5/8' LONG ), 6d COOLER (00132' DA, 1 -118' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE S7AMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAvE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 HF •2 - Fb =1315 pal, FV =150 PSI, Fc-1300 PSI, E= 1300000051 2X6 OR LARGER HIP 02 - Fb =915 PSI, Fv =150 ESI, Fc =1300 pal, E= 1300000,051 BEAM 4X DF -L "2 - Fb =900 PSI, Fv-SO psi, Fc =1350 pal, E= 1600000p5I 6X OR LARGER DP-L 4 - Fb =815 psi, Fv =110 PSI, Fc =600 p5L E= 1300000pa1 STUDS 2X4 HF 02 - Fb =915 pal, Fv =150 psi, Fc =1300 psi, E= 1300000ps1 2X6 OR LARGER HIP -2 - Fb =915 PSI, Fv =150 psi, Fc =1300 PSI, EN 1300000psi POSTS 4X4 HP "2 - Fb =915 PSI, Fv- 150 psi, Fc =1300 psi, E= 1300000psI 4X6 OR LARGER HF 02 - Fb =915 pal, Fv =150 psi, Fc =1300 psi, E =1300000ps1 6X6 OR LARGER Dr-L 01 - Fb-1200 PSI, Fv -110 Pei, Fc =1000 pal, E= 1600000p5i GLUED- LAMINATED BEAM(GLB) SHALL BE 24F -V4 FOR SINGLE SPANS t 24F -v8 FOR G oNTlNUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fa = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST IOC EVALUATION REPORT. BEAMS DESIGNATED AS "PST-" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 1-51, Fv = 290 PSI, Fc = 150 F51 (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS °LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2000 PSI, Fv = 285 PSI, Fa = 150 PSI (PERPENDICULAR), E = 1,900,000 1-51. BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = L100 PSI, Fv = 400 PSI, Fc = 680 P51 (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L /480, FLOOR TOTAL LOAD MAXIMUM = L/240. UJINDOUJ INSTALLATION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 544ALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARPENTR`' (GONTINZD) PREFABRICATED WOOD TRUSSES: PREIFABRICATED WOOD TRUSSES SHALL BE DESIGNED 70 SUPPORT SELF WEIGHT PLUS LIVE LOAD) AND SUPERIMPOSED DEAD LOAD5 AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED t STAMPED BY A REGISTERED DESIGN PROFESSIONAL AMC) FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRU55 BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON all TO ENSURE THAT THE TRU55 BOTTOM CHORD WILL NOT BEAR ON THE WALL ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS, ROOF/WALL/FLOOR SHEATHING TYPICAL WALL t ROOF SHEATHING SHALL BE '1/16' SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON A 6' O.G. B PANEL EDGES AND 12' O.C. IN FIELD IND. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' TEG SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMOM AT 6' O.C. ® PANEL EDGES AMC) 12' OC, IN FIELD, SPAN INDEX SHALL BE 40/20 UNLE55 NOTED OTHERWISE. STAGGER END LAP5 AT ROOF AND (FLOOR SHEATHING. IN,S ILATION AND MOI5TURE PROTECTION G�RAL MAINTAIN I" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE GATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSLULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACIE- STAPLE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R -1C0 INSULATION UNDER ELECTRIC WATER HEATERS. IN 5UATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF - CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME- SPREAD INDEX NOT TO EXCEED 4 0 WHEN ED 25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO GEED 5 E TESTED IN ACCORDANCE WITH ASTM E 84 BXCEPT I ONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE- DEVELOPEMENT LI MUTATIONS O NOT A PPL Y TO THE FACINGS PROVIDED THA T TH E FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WI1fH THE REQUIREMENTS OF IRC R3163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE - DEVELOPED INrDEX OF NOT MORE THAN 450. INFIL rRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAR BARRIERS / GROUND COVERS AN AIPPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLG)SED CEILING SPACES AND AT EXTERIOR WALLS. A GR OU COVER OF 6 MI L ( 000 6') BL ACK POLYETHYLENE OR EQUIVALEN T SHALL BE LAID OVE R THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AMC) SHALL EXTEND TO THE FOUNDATION WALL. UJAL I FLASHING APP FROVE CO RR OPION- RE SSTAN7 FLASHING SHALL BE PR OVI DED IN THE EXTERIOR WALL. ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FL- ASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION - RESISTANT FLASIHUNGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, E>cCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -1/8" (213 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING O(DRNERS, COO NOT REQUIRE ADDITIONAL FLASHING♦ JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME 0FR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOPING5 AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. S. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -IN GUTTERS. 1 R ,4FT5TOPPINe 4 FIRE E3I-OCKING DRARTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 1 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMELEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1 ,000 SQUARE FEET. DRAFT51"OPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHEN THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE t A CEILING MEMBRANE BELOW, DRAFTSTOPPNG SHALL- BE PROVIDED IN FLOOR /CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2- FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRG SECTION R302.12 FIRE FIREBILOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF vPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND P)aRALLEL ROWS OF STUDS, OR STAGGERED STUDS AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12, HORIZONTALLY AT INTERVALS NOT EXCEEDING 1Oft 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH A% OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENICLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION 831122. 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AMC) FLOOR LEVEL, WITH AN AF�I'ROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION, 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION RI003.15. 6. FIREBLOCKING OF CORNICES OF A TWO - FAMILY DWELLING IS REQUIRED AT THE LINE OF DW TELLING UNIT 6EPER4TION. PREBILOCKING SHALL CON516T OF MATERIALS LISTED IN IRC SECTION 8302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOGK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. FICUNDATION UJATERPROOFINri 4 DAMRROOFINrl D?JPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMFROOFED FROM THE TOP OF THE FOOTING TO THE: FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LA55 THAN J' PORTLAND CEMENT PARGING APPLIED TO THE: EXTERIOR OF THE WALL. PARGING SHALL BE DAMPROCFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. L 81111MNOUS COATING 2,3 FOUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. k (70AT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPOORING IN SEC. R4062 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DITRECT APPLICATION TO THE MASONRY. FOUND ,4TION WATERFROOFING� 4 DAMPROOFING (GONTINUU� WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE IQJOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2. 55 POUND ROOF ROLLING 3. 6 -111. POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5.40 -MIL POLYMER- MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT 1. �' CEMENT - BASED, FIBER - REINFORCED, WATERPROOF COATING 8. 60 -MIL SOLVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC - SOLVANT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR OF WALLS WITH EXPANDED POLYSTYRENE FOAM MIATERIAL USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARda1NG5 TO SEAL OF WALLS IS PERMITTED, COLD - SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF A51M D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG, F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS, UJINDOUJ5 AND 5<1rLleHT5 ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLE55 NOTED OTHERWISE. aFRKAILI EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF` 5.1 SQ. FT. 11714-MIN(MUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEI<HT OF 24'. FINISHED SILL HEIGHT SHALL BE MAXIMUM 44' ABOVE FLOOR WINDOW FLASHING TO BE FASTENED PER IRC CODE 103.8 WINDOW GUARDS ARE REQUIRED PER IRC 612. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR 45 OTHERWISE REQUIRED PER IRC SECTION 8308.4 : SIDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AMC) PANELS IN SLIDING e BI -FOLD CLOSET DOOR ASSEMBLIES I- SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM EN4CLO5URE5 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDGE 3. Off @ 4E CLOSED POSITION 4 BOTTOM EDGE 15 LESS THAN &0' ABOVE 4. THE WALKING SURFACE 5, GLAZING GREATER THAN 9 S.F. AND LE55 THAN IS" ABOVE FINISHED FLOOR GLAZING IN GUARDRAILS GLAZING LE55 THAN 18' ABOVE FINISHED FLOOR STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36" HORIZONTAL OF WALKING 8 SURF��A°°CII EII //A�� AND X60" ABOVE ADJACENT WALKING SURFACE 9 "ME1�PANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AUENCY AMC) INSTALLED TO LISTED SPECIFICATIONS. NO UJARM-AIR FURNACES, SHALL BE IN A ROOM USED OR DESIGNED SIGNED T• O BE USED AS A BE DROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACG ESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED' FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS - BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT- APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLE55 SUCH LOCATION IS PROVIDED WITH AN APPRONVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES, A GLOW, SPARK. OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAS4 18 INCHES ABOVE THE FLOOR LEVEL. VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHIdH COMPLY WITH THE SECTION MI508 OF THE 2009 IRC CODE. MINIMUM SOURCE- SPECIFIC VENTILATION 15 REQUIRED IN THE FOLLOWING (LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. KITCHENS: 100 cfm D. WATER CLOSETS: 50 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AMC) APPLICABLE CODE N ODE REQUIREMETS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE TIRE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED WHOLE H0115E VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM • USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER. • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CPM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER P11508) SYSTEM TO BE TESTED AT FINAL INSPECTION e LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R6-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2009 WSEC SEC. 503.10.3 BUILDING AIR LEAKAGE TESTING 2009 WSEG SEC. 502.45 TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. 2009 WASHINGTON STATE ENERGY CODE - TABLE 6)4 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS DRILLINe AND NOTCHING STUD5. )z 02b DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: I. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE 67UD WIDTH, 2. DRILLING, ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE 15 NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN 5/5 INCH Obnmr) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUD5 LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED 5TUD5 BORED. SEE FIGURES R6021 (1 AND R602.(,(2). - EXCEPTION: USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R602b.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (131mm) (16 ga) i AN I INCHES BBmm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE D z E D AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE R602b.1. - EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. L IGI-IT ING WSEC SECTION 505- LIGHTING 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. - EXCEPTION: LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1530. 5052 / 5053 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EP ICACY LUMINAIRES. - EXCEPTIONS: U PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION 5EN 50 (S) WITH INTEG RAL- PHOTOrONTROL PHOTOSENSOR. 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE FITTED WITH 7 -B OR SMALLER LAMPS (BUT NOT 7 -10 OR T -12 LAMPS). POSTINe OP CERTIFICATE 1SEC 105.4 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWL5PACE WALL AND /OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U- FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LI5T THE VALUE COVERING THE LARGEST AREA THE CERTIFICATE SHALL TH IST L E TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.102, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. OPTION GLAZING GLAZING U-FACTOR DOOR CEILIW3 VAULTED WALL WALL WALL FLOOR SLAB %OFAt RT CAL VERHEA U- FACTOR CEILING GRADE BELOW BELOW GRADE FLOOR GRADE GRADE I. 13% 034 050 020 R -49 OR R -38 R -21 int' R -21 R -10 R -30 R -10 R -38 ADV TB 2' II, 25% 032 050 0.20 R -490R R -38 R -21 In4 R -21 R -10 R -30 R -10 R -38 All TB 2' III. UNLIMITED 030 050 020 R-413 OR R -38 R -21 lnt R -21 R -10 R -30 R -10 R -38 All I TB .1=0.0213 2' MOTE- INT. DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MIN. R -10 INSULATION. TEMPERATURE CONTROL= THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEG SEC. 503.8.1 UTILTY ROOM NOTE5: I. WHERE THE EXHAUST DUCT 15 CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG- THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 GFM SHALL BE PROVIDED WITH MAKE UP AIR- WHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS, jvh si'f e BUILDING DEPT CITY OED �6 ROVED I7' VJ W J D co W U) N Z 0) W 0) W N �^ N v Z W J W N c `o c 0 O N S. T Ecy 9� o p pe- c �C `o 0 p B n o @a o o -S =a 5 r�0 E�m'mJ cc E m° m c ry0 % E °yryt d E N c U� NaN m .0.- FF d 0 y T W t U d U gg C c7� � 3 E 'oou 0 F ri E ry r�i 2 Z ry O .oa 0 REVISION DATE: [NIT: PROJECT 02 -13 -2012 SAM V DATE: 1 INIT: 4 PROJECT CONCRETE 'BATCH TICKET' SHA LL BE AVAILABLE L A BLE ON 51TE FO R RE VIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH 461-1`1 4615 GRADE 60. CARPENTR`r' GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.30U GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R10235 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT- DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MIN. CLEARANCE BETWEEN WOOD AND EARTH, 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IV MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENER5 ALL NAILS SPECIFIED ON THIS PLAN SHALL SE CO1f10N OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOW ad COMMON (0.131' DIA., 2 -1/2" LENGTH), ad BOX (0.113' DIA, 2 -1/2' LONG), 10d COMMON (0.148' DA, 3' LONG) I0d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3 -1/2' LONG), 16d SINKER (0.148 CIA, 3 -1/4' LONG) 5d COOLER (0.086" DIA., -5/8' LONG ), 6d COOLER (00132' DA, 1 -118' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE S7AMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAvE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 HF •2 - Fb =1315 pal, FV =150 PSI, Fc-1300 PSI, E= 1300000051 2X6 OR LARGER HIP 02 - Fb =915 PSI, Fv =150 ESI, Fc =1300 pal, E= 1300000,051 BEAM 4X DF -L "2 - Fb =900 PSI, Fv-SO psi, Fc =1350 pal, E= 1600000p5I 6X OR LARGER DP-L 4 - Fb =815 psi, Fv =110 PSI, Fc =600 p5L E= 1300000pa1 STUDS 2X4 HF 02 - Fb =915 pal, Fv =150 psi, Fc =1300 psi, E= 1300000ps1 2X6 OR LARGER HIP -2 - Fb =915 PSI, Fv =150 psi, Fc =1300 PSI, EN 1300000psi POSTS 4X4 HP "2 - Fb =915 PSI, Fv- 150 psi, Fc =1300 psi, E= 1300000psI 4X6 OR LARGER HF 02 - Fb =915 pal, Fv =150 psi, Fc =1300 psi, E =1300000ps1 6X6 OR LARGER Dr-L 01 - Fb-1200 PSI, Fv -110 Pei, Fc =1000 pal, E= 1600000p5i GLUED- LAMINATED BEAM(GLB) SHALL BE 24F -V4 FOR SINGLE SPANS t 24F -v8 FOR G oNTlNUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fa = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST IOC EVALUATION REPORT. BEAMS DESIGNATED AS "PST-" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 1-51, Fv = 290 PSI, Fc = 150 F51 (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS °LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2000 PSI, Fv = 285 PSI, Fa = 150 PSI (PERPENDICULAR), E = 1,900,000 1-51. BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = L100 PSI, Fv = 400 PSI, Fc = 680 P51 (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L /480, FLOOR TOTAL LOAD MAXIMUM = L/240. UJINDOUJ INSTALLATION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 544ALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARPENTR`' (GONTINZD) PREFABRICATED WOOD TRUSSES: PREIFABRICATED WOOD TRUSSES SHALL BE DESIGNED 70 SUPPORT SELF WEIGHT PLUS LIVE LOAD) AND SUPERIMPOSED DEAD LOAD5 AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED t STAMPED BY A REGISTERED DESIGN PROFESSIONAL AMC) FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRU55 BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON all TO ENSURE THAT THE TRU55 BOTTOM CHORD WILL NOT BEAR ON THE WALL ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS, ROOF/WALL/FLOOR SHEATHING TYPICAL WALL t ROOF SHEATHING SHALL BE '1/16' SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON A 6' O.G. B PANEL EDGES AND 12' O.C. IN FIELD IND. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' TEG SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMOM AT 6' O.C. ® PANEL EDGES AMC) 12' OC, IN FIELD, SPAN INDEX SHALL BE 40/20 UNLE55 NOTED OTHERWISE. STAGGER END LAP5 AT ROOF AND (FLOOR SHEATHING. IN,S ILATION AND MOI5TURE PROTECTION G�RAL MAINTAIN I" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE GATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSLULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACIE- STAPLE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R -1C0 INSULATION UNDER ELECTRIC WATER HEATERS. IN 5UATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF - CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME- SPREAD INDEX NOT TO EXCEED 4 0 WHEN ED 25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO GEED 5 E TESTED IN ACCORDANCE WITH ASTM E 84 BXCEPT I ONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE- DEVELOPEMENT LI MUTATIONS O NOT A PPL Y TO THE FACINGS PROVIDED THA T TH E FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WI1fH THE REQUIREMENTS OF IRC R3163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE - DEVELOPED INrDEX OF NOT MORE THAN 450. INFIL rRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAR BARRIERS / GROUND COVERS AN AIPPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLG)SED CEILING SPACES AND AT EXTERIOR WALLS. A GR OU COVER OF 6 MI L ( 000 6') BL ACK POLYETHYLENE OR EQUIVALEN T SHALL BE LAID OVE R THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AMC) SHALL EXTEND TO THE FOUNDATION WALL. UJAL I FLASHING APP FROVE CO RR OPION- RE SSTAN7 FLASHING SHALL BE PR OVI DED IN THE EXTERIOR WALL. ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FL- ASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION - RESISTANT FLASIHUNGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, E>cCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -1/8" (213 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING O(DRNERS, COO NOT REQUIRE ADDITIONAL FLASHING♦ JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME 0FR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOPING5 AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. S. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -IN GUTTERS. 1 R ,4FT5TOPPINe 4 FIRE E3I-OCKING DRARTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 1 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMELEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1 ,000 SQUARE FEET. DRAFT51"OPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHEN THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE t A CEILING MEMBRANE BELOW, DRAFTSTOPPNG SHALL- BE PROVIDED IN FLOOR /CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2- FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRG SECTION R302.12 FIRE FIREBILOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF vPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND P)aRALLEL ROWS OF STUDS, OR STAGGERED STUDS AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12, HORIZONTALLY AT INTERVALS NOT EXCEEDING 1Oft 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH A% OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENICLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION 831122. 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AMC) FLOOR LEVEL, WITH AN AF�I'ROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION, 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION RI003.15. 6. FIREBLOCKING OF CORNICES OF A TWO - FAMILY DWELLING IS REQUIRED AT THE LINE OF DW TELLING UNIT 6EPER4TION. PREBILOCKING SHALL CON516T OF MATERIALS LISTED IN IRC SECTION 8302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOGK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. FICUNDATION UJATERPROOFINri 4 DAMRROOFINrl D?JPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMFROOFED FROM THE TOP OF THE FOOTING TO THE: FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LA55 THAN J' PORTLAND CEMENT PARGING APPLIED TO THE: EXTERIOR OF THE WALL. PARGING SHALL BE DAMPROCFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. L 81111MNOUS COATING 2,3 FOUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. k (70AT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPOORING IN SEC. R4062 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DITRECT APPLICATION TO THE MASONRY. FOUND ,4TION WATERFROOFING� 4 DAMPROOFING (GONTINUU� WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE IQJOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2. 55 POUND ROOF ROLLING 3. 6 -111. POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5.40 -MIL POLYMER- MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT 1. �' CEMENT - BASED, FIBER - REINFORCED, WATERPROOF COATING 8. 60 -MIL SOLVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC - SOLVANT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR OF WALLS WITH EXPANDED POLYSTYRENE FOAM MIATERIAL USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARda1NG5 TO SEAL OF WALLS IS PERMITTED, COLD - SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF A51M D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG, F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS, UJINDOUJ5 AND 5<1rLleHT5 ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLE55 NOTED OTHERWISE. aFRKAILI EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF` 5.1 SQ. FT. 11714-MIN(MUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEI<HT OF 24'. FINISHED SILL HEIGHT SHALL BE MAXIMUM 44' ABOVE FLOOR WINDOW FLASHING TO BE FASTENED PER IRC CODE 103.8 WINDOW GUARDS ARE REQUIRED PER IRC 612. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR 45 OTHERWISE REQUIRED PER IRC SECTION 8308.4 : SIDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AMC) PANELS IN SLIDING e BI -FOLD CLOSET DOOR ASSEMBLIES I- SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM EN4CLO5URE5 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDGE 3. Off @ 4E CLOSED POSITION 4 BOTTOM EDGE 15 LESS THAN &0' ABOVE 4. THE WALKING SURFACE 5, GLAZING GREATER THAN 9 S.F. AND LE55 THAN IS" ABOVE FINISHED FLOOR GLAZING IN GUARDRAILS GLAZING LE55 THAN 18' ABOVE FINISHED FLOOR STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36" HORIZONTAL OF WALKING 8 SURF��A°°CII EII //A�� AND X60" ABOVE ADJACENT WALKING SURFACE 9 "ME1�PANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AUENCY AMC) INSTALLED TO LISTED SPECIFICATIONS. NO UJARM-AIR FURNACES, SHALL BE IN A ROOM USED OR DESIGNED SIGNED T• O BE USED AS A BE DROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACG ESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED' FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS - BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT- APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLE55 SUCH LOCATION IS PROVIDED WITH AN APPRONVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES, A GLOW, SPARK. OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAS4 18 INCHES ABOVE THE FLOOR LEVEL. VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHIdH COMPLY WITH THE SECTION MI508 OF THE 2009 IRC CODE. MINIMUM SOURCE- SPECIFIC VENTILATION 15 REQUIRED IN THE FOLLOWING (LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. KITCHENS: 100 cfm D. WATER CLOSETS: 50 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AMC) APPLICABLE CODE N ODE REQUIREMETS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE TIRE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED WHOLE H0115E VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM • USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER. • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CPM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER P11508) SYSTEM TO BE TESTED AT FINAL INSPECTION e LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R6-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2009 WSEC SEC. 503.10.3 BUILDING AIR LEAKAGE TESTING 2009 WSEG SEC. 502.45 TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. 2009 WASHINGTON STATE ENERGY CODE - TABLE 6)4 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS DRILLINe AND NOTCHING STUD5. )z 02b DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: I. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE 67UD WIDTH, 2. DRILLING, ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE 15 NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN 5/5 INCH Obnmr) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUD5 LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED 5TUD5 BORED. SEE FIGURES R6021 (1 AND R602.(,(2). - EXCEPTION: USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R602b.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (131mm) (16 ga) i AN I INCHES BBmm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE D z E D AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE R602b.1. - EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. L IGI-IT ING WSEC SECTION 505- LIGHTING 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. - EXCEPTION: LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1530. 5052 / 5053 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EP ICACY LUMINAIRES. - EXCEPTIONS: U PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION 5EN 50 (S) WITH INTEG RAL- PHOTOrONTROL PHOTOSENSOR. 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE FITTED WITH 7 -B OR SMALLER LAMPS (BUT NOT 7 -10 OR T -12 LAMPS). POSTINe OP CERTIFICATE 1SEC 105.4 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWL5PACE WALL AND /OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U- FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LI5T THE VALUE COVERING THE LARGEST AREA THE CERTIFICATE SHALL TH IST L E TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.102, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. OPTION GLAZING GLAZING U-FACTOR DOOR CEILIW3 VAULTED WALL WALL WALL FLOOR SLAB %OFAt RT CAL VERHEA U- FACTOR CEILING GRADE BELOW BELOW GRADE FLOOR GRADE GRADE I. 13% 034 050 020 R -49 OR R -38 R -21 int' R -21 R -10 R -30 R -10 R -38 ADV TB 2' II, 25% 032 050 0.20 R -490R R -38 R -21 In4 R -21 R -10 R -30 R -10 R -38 All TB 2' III. UNLIMITED 030 050 020 R-413 OR R -38 R -21 lnt R -21 R -10 R -30 R -10 R -38 All I TB .1=0.0213 2' MOTE- INT. DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MIN. R -10 INSULATION. TEMPERATURE CONTROL= THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEG SEC. 503.8.1 UTILTY ROOM NOTE5: I. WHERE THE EXHAUST DUCT 15 CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG- THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 GFM SHALL BE PROVIDED WITH MAKE UP AIR- WHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS, jvh si'f e BUILDING DEPT CITY OED �6 ROVED I7' VJ W J D co W U) N Z 0) W 0) W N �^ N v Z W J W N c `o c 0 O N S. T Ecy 9� o p pe- c �C `o 0 p B n o @a o o -S =a 5 r�0 E�m'mJ cc E m° m c ry0 % E °yryt d E N c U� NaN m .0.- FF d 0 y T W t U d U gg C c7� � 3 E 'oou 0 F ri E ry r�i 2 Z ry O .oa 0 REVISION DATE: [NIT: PROJECT 02 -13 -2012 SAM V DATE: 1 INIT: 4 PROJECT GLUED- LAMINATED BEAM(GLB) SHALL BE 24F -V4 FOR SINGLE SPANS t 24F -v8 FOR G oNTlNUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fa = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST IOC EVALUATION REPORT. BEAMS DESIGNATED AS "PST-" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 1-51, Fv = 290 PSI, Fc = 150 F51 (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS °LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2000 PSI, Fv = 285 PSI, Fa = 150 PSI (PERPENDICULAR), E = 1,900,000 1-51. BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = L100 PSI, Fv = 400 PSI, Fc = 680 P51 (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L /480, FLOOR TOTAL LOAD MAXIMUM = L/240. UJINDOUJ INSTALLATION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 544ALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARPENTR`' (GONTINZD) PREFABRICATED WOOD TRUSSES: PREIFABRICATED WOOD TRUSSES SHALL BE DESIGNED 70 SUPPORT SELF WEIGHT PLUS LIVE LOAD) AND SUPERIMPOSED DEAD LOAD5 AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED t STAMPED BY A REGISTERED DESIGN PROFESSIONAL AMC) FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRU55 BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON all TO ENSURE THAT THE TRU55 BOTTOM CHORD WILL NOT BEAR ON THE WALL ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS, ROOF/WALL/FLOOR SHEATHING TYPICAL WALL t ROOF SHEATHING SHALL BE '1/16' SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON A 6' O.G. B PANEL EDGES AND 12' O.C. IN FIELD IND. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' TEG SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMOM AT 6' O.C. ® PANEL EDGES AMC) 12' OC, IN FIELD, SPAN INDEX SHALL BE 40/20 UNLE55 NOTED OTHERWISE. STAGGER END LAP5 AT ROOF AND (FLOOR SHEATHING. IN,S ILATION AND MOI5TURE PROTECTION G�RAL MAINTAIN I" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE GATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSLULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACIE- STAPLE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R -1C0 INSULATION UNDER ELECTRIC WATER HEATERS. IN 5UATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF - CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME- SPREAD INDEX NOT TO EXCEED 4 0 WHEN ED 25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO GEED 5 E TESTED IN ACCORDANCE WITH ASTM E 84 BXCEPT I ONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE- DEVELOPEMENT LI MUTATIONS O NOT A PPL Y TO THE FACINGS PROVIDED THA T TH E FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WI1fH THE REQUIREMENTS OF IRC R3163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE - DEVELOPED INrDEX OF NOT MORE THAN 450. INFIL rRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAR BARRIERS / GROUND COVERS AN AIPPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLG)SED CEILING SPACES AND AT EXTERIOR WALLS. A GR OU COVER OF 6 MI L ( 000 6') BL ACK POLYETHYLENE OR EQUIVALEN T SHALL BE LAID OVE R THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AMC) SHALL EXTEND TO THE FOUNDATION WALL. UJAL I FLASHING APP FROVE CO RR OPION- RE SSTAN7 FLASHING SHALL BE PR OVI DED IN THE EXTERIOR WALL. ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FL- ASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION - RESISTANT FLASIHUNGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, E>cCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -1/8" (213 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING O(DRNERS, COO NOT REQUIRE ADDITIONAL FLASHING♦ JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME 0FR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOPING5 AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. S. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -IN GUTTERS. 1 R ,4FT5TOPPINe 4 FIRE E3I-OCKING DRARTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 1 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMELEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1 ,000 SQUARE FEET. DRAFT51"OPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHEN THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE t A CEILING MEMBRANE BELOW, DRAFTSTOPPNG SHALL- BE PROVIDED IN FLOOR /CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2- FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRG SECTION R302.12 FIRE FIREBILOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF vPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND P)aRALLEL ROWS OF STUDS, OR STAGGERED STUDS AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12, HORIZONTALLY AT INTERVALS NOT EXCEEDING 1Oft 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH A% OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENICLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION 831122. 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AMC) FLOOR LEVEL, WITH AN AF�I'ROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION, 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION RI003.15. 6. FIREBLOCKING OF CORNICES OF A TWO - FAMILY DWELLING IS REQUIRED AT THE LINE OF DW TELLING UNIT 6EPER4TION. PREBILOCKING SHALL CON516T OF MATERIALS LISTED IN IRC SECTION 8302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOGK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. FICUNDATION UJATERPROOFINri 4 DAMRROOFINrl D?JPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMFROOFED FROM THE TOP OF THE FOOTING TO THE: FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LA55 THAN J' PORTLAND CEMENT PARGING APPLIED TO THE: EXTERIOR OF THE WALL. PARGING SHALL BE DAMPROCFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. L 81111MNOUS COATING 2,3 FOUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. k (70AT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPOORING IN SEC. R4062 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DITRECT APPLICATION TO THE MASONRY. FOUND ,4TION WATERFROOFING� 4 DAMPROOFING (GONTINUU� WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE IQJOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2. 55 POUND ROOF ROLLING 3. 6 -111. POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5.40 -MIL POLYMER- MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT 1. �' CEMENT - BASED, FIBER - REINFORCED, WATERPROOF COATING 8. 60 -MIL SOLVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC - SOLVANT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR OF WALLS WITH EXPANDED POLYSTYRENE FOAM MIATERIAL USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARda1NG5 TO SEAL OF WALLS IS PERMITTED, COLD - SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF A51M D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG, F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS, UJINDOUJ5 AND 5<1rLleHT5 ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLE55 NOTED OTHERWISE. aFRKAILI EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF` 5.1 SQ. FT. 11714-MIN(MUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEI<HT OF 24'. FINISHED SILL HEIGHT SHALL BE MAXIMUM 44' ABOVE FLOOR WINDOW FLASHING TO BE FASTENED PER IRC CODE 103.8 WINDOW GUARDS ARE REQUIRED PER IRC 612. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR 45 OTHERWISE REQUIRED PER IRC SECTION 8308.4 : SIDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AMC) PANELS IN SLIDING e BI -FOLD CLOSET DOOR ASSEMBLIES I- SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM EN4CLO5URE5 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDGE 3. Off @ 4E CLOSED POSITION 4 BOTTOM EDGE 15 LESS THAN &0' ABOVE 4. THE WALKING SURFACE 5, GLAZING GREATER THAN 9 S.F. AND LE55 THAN IS" ABOVE FINISHED FLOOR GLAZING IN GUARDRAILS GLAZING LE55 THAN 18' ABOVE FINISHED FLOOR STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36" HORIZONTAL OF WALKING 8 SURF��A°°CII EII //A�� AND X60" ABOVE ADJACENT WALKING SURFACE 9 "ME1�PANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AUENCY AMC) INSTALLED TO LISTED SPECIFICATIONS. NO UJARM-AIR FURNACES, SHALL BE IN A ROOM USED OR DESIGNED SIGNED T• O BE USED AS A BE DROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACG ESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED' FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS - BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT- APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLE55 SUCH LOCATION IS PROVIDED WITH AN APPRONVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES, A GLOW, SPARK. OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAS4 18 INCHES ABOVE THE FLOOR LEVEL. VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHIdH COMPLY WITH THE SECTION MI508 OF THE 2009 IRC CODE. MINIMUM SOURCE- SPECIFIC VENTILATION 15 REQUIRED IN THE FOLLOWING (LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. KITCHENS: 100 cfm D. WATER CLOSETS: 50 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AMC) APPLICABLE CODE N ODE REQUIREMETS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE TIRE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED WHOLE H0115E VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM • USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER. • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CPM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER P11508) SYSTEM TO BE TESTED AT FINAL INSPECTION e LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R6-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2009 WSEC SEC. 503.10.3 BUILDING AIR LEAKAGE TESTING 2009 WSEG SEC. 502.45 TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. 2009 WASHINGTON STATE ENERGY CODE - TABLE 6)4 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS DRILLINe AND NOTCHING STUD5. )z 02b DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: I. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE 67UD WIDTH, 2. DRILLING, ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE 15 NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN 5/5 INCH Obnmr) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUD5 LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED 5TUD5 BORED. SEE FIGURES R6021 (1 AND R602.(,(2). - EXCEPTION: USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R602b.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (131mm) (16 ga) i AN I INCHES BBmm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE D z E D AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE R602b.1. - EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. L IGI-IT ING WSEC SECTION 505- LIGHTING 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. - EXCEPTION: LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1530. 5052 / 5053 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EP ICACY LUMINAIRES. - EXCEPTIONS: U PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION 5EN 50 (S) WITH INTEG RAL- PHOTOrONTROL PHOTOSENSOR. 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE FITTED WITH 7 -B OR SMALLER LAMPS (BUT NOT 7 -10 OR T -12 LAMPS). POSTINe OP CERTIFICATE 1SEC 105.4 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWL5PACE WALL AND /OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U- FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LI5T THE VALUE COVERING THE LARGEST AREA THE CERTIFICATE SHALL TH IST L E TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.102, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. OPTION GLAZING GLAZING U-FACTOR DOOR CEILIW3 VAULTED WALL WALL WALL FLOOR SLAB %OFAt RT CAL VERHEA U- FACTOR CEILING GRADE BELOW BELOW GRADE FLOOR GRADE GRADE I. 13% 034 050 020 R -49 OR R -38 R -21 int' R -21 R -10 R -30 R -10 R -38 ADV TB 2' II, 25% 032 050 0.20 R -490R R -38 R -21 In4 R -21 R -10 R -30 R -10 R -38 All TB 2' III. UNLIMITED 030 050 020 R-413 OR R -38 R -21 lnt R -21 R -10 R -30 R -10 R -38 All I TB .1=0.0213 2' MOTE- INT. DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MIN. R -10 INSULATION. TEMPERATURE CONTROL= THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEG SEC. 503.8.1 UTILTY ROOM NOTE5: I. WHERE THE EXHAUST DUCT 15 CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG- THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 GFM SHALL BE PROVIDED WITH MAKE UP AIR- WHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS, jvh si'f e BUILDING DEPT CITY OED �6 ROVED I7' VJ W J D co W U) N Z 0) W 0) W N �^ N v Z W J W N c `o c 0 O N S. T Ecy 9� o p pe- c �C `o 0 p B n o @a o o -S =a 5 r�0 E�m'mJ cc E m° m c ry0 % E °yryt d E N c U� NaN m .0.- FF d 0 y T W t U d U gg C c7� � 3 E 'oou 0 F ri E ry r�i 2 Z ry O .oa 0 REVISION DATE: [NIT: PROJECT 02 -13 -2012 SAM V DATE: 1 INIT: 4 PROJECT MOTE- INT. DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MIN. R -10 INSULATION. TEMPERATURE CONTROL= THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEG SEC. 503.8.1 UTILTY ROOM NOTE5: I. WHERE THE EXHAUST DUCT 15 CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG- THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 GFM SHALL BE PROVIDED WITH MAKE UP AIR- WHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS, jvh si'f e BUILDING DEPT CITY OED �6 ROVED I7' VJ W J D co W U) N Z 0) W 0) W N �^ N v Z W J W N c `o c 0 O N S. T Ecy 9� o p pe- c �C `o 0 p B n o @a o o -S =a 5 r�0 E�m'mJ cc E m° m c ry0 % E °yryt d E N c U� NaN m .0.- FF d 0 y T W t U d U gg C c7� � 3 E 'oou 0 F ri E ry r�i 2 Z ry O .oa 0 REVISION DATE: [NIT: PROJECT 02 -13 -2012 SAM V DATE: 1 INIT: 4 PROJECT UNLESS ACCOMPANIED BY REVISED DRAWINGS. NOTE: NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF SCHEDULE AND ENGINEERING PLAN WHICH PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO CONTAIN DETAIL REFERENCES AND/OR DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT INSTRUCTIONS PERTAINING TO EACH SHEAR WALL BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM INDICATED IN THIS PLAN. UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. - -__- 36• -0' 20' -6' 6' -4' 6' -2' 2' -4' 5040 XO EGRESS 26,99 N li I� H I 1 a LU.LC. CARPE- BEDROOM 3 CARPET - -R/F - - lOv IIOv o5D ,LSD . 12' -6' 2' -4' 4' -a' 3068 �' 22" X 30' ATTIC 4CCE S m ' a 06 r a m IN I A olI w BEDROOM 4 c4RPE- e 9 j (D o� �.e HALL 5' -0' 6' -Id' C'.dRPET DN e v o - 4' -2' n AREA SUMMARY N II INSTALL SMOKE DETECTORS WHERE INDICATED CARBON MONOXIDE ALARMS MAIN FLOOR: 126a Sr. 8052 UPPER FLOOR: 1513 SP_ Z S EGRESS TOTAL: 2181 SF, ^\ GARAGE: 528 SF. MASTER J am cU E N {a J E GLAZING SUMMARY ❑ 0 E m C -y w U0 E 28 U CARPET WINDOWS: 212.15 SF. DOORS W/ MORE THAN E50% GLAZING: 40 SF. 3 SKYLIGHTS: 0 _ eF- E TOTAL: _ 312.15 SF. o GLAZING PERCENT: II q WDW SF / FL R SF. (f IN GF 2' -3' 3' -3' 4' -6 SMOKE DETECTORS N II INSTALL SMOKE DETECTORS WHERE INDICATED CARBON MONOXIDE ALARMS OC/M INSTALL CARBON MONOXIDE ALARM PER CODE VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRG TABLE 15013 SYMBOL KITGHEN5 100 CPM INTERMITTENT OR 1 25 CFM CONTINUOUS MECHANICAL EXHAUST CAPACITY 2 BATHROOMS - TOILET ROOMS OF 15 CFM MIN. INTERMITTENT OR 20 CFM CONTINUOUS \ N II 1' -6' 1 ' 5, 1 3' -0' 0) 8052 XOX w z - Z S EGRESS ti ^\ OF A ABC OPERAB'_E E -HE 8 MASTER J am cU E N {a J E BEDROOM ❑ 0 E m C -y w U0 E 28 U CARPET C E LC EST PART OF 3 LL 3 4 M NII'UI' \ BEDROOM 2 CARPET 5040 XO 3 0 ml J of X11 L- 4' -0' _ 6' -0' 4' -6' 36' -0' UPPER FLOOR PLAN 5' -4' - -86122 _ - ­llNDOLJ S IN DWELLING UNITS, W -ERE -HE OPENING WINDOW 15 LOCATED MORE THAN 12 INC FINISHED GRADE OR SURFACE 5E-OH, - '.i HE CLEAR OPENING O° -HE W NDOW 5'- OF 24 NCHES ABOVE THE FINISHED =LC GHICH -HE WINDOW 15 LOCATED. O'ER L INDOL SHALL NOT °ERNI- OPEN \GS T PASSAGE OF A 4 \CH DIAMETER 5PHE OPENINGS ARE - COATED IJITHIN 24 (NCI` �.. FLOOR. molmml 6D' x 36' a C=T '01 IL/ a1 HER W.I.C. CARPET �J Res - O � U UTILITY/ CRAFT ROOM I' -6' 1 5' -0' I. 5' -0' '®" I� O 1m �w j Iio IE q Y I © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET U - WINDOW HEADERS AT 6' -S" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2x6 AT 16" O.G., U.N.O. - INTERIOR PARTITION.°, TO BE 2X4 AT 16" O.C. (2X6 a PLUMBING WALLS) U.N.D. - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAIMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) e s M N II 2' 1 ' 5, 1 3' -0' 0) i z w z Z 6 ti ^\ BEDROOM 2 CARPET 5040 XO 3 0 ml J of X11 L- 4' -0' _ 6' -0' 4' -6' 36' -0' UPPER FLOOR PLAN 5' -4' - -86122 _ - ­llNDOLJ S IN DWELLING UNITS, W -ERE -HE OPENING WINDOW 15 LOCATED MORE THAN 12 INC FINISHED GRADE OR SURFACE 5E-OH, - '.i HE CLEAR OPENING O° -HE W NDOW 5'- OF 24 NCHES ABOVE THE FINISHED =LC GHICH -HE WINDOW 15 LOCATED. O'ER L INDOL SHALL NOT °ERNI- OPEN \GS T PASSAGE OF A 4 \CH DIAMETER 5PHE OPENINGS ARE - COATED IJITHIN 24 (NCI` �.. FLOOR. molmml 6D' x 36' a C=T '01 IL/ a1 HER W.I.C. CARPET �J Res - O � U UTILITY/ CRAFT ROOM I' -6' 1 5' -0' I. 5' -0' '®" I� O 1m �w j Iio IE q Y I © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET U - WINDOW HEADERS AT 6' -S" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2x6 AT 16" O.G., U.N.O. - INTERIOR PARTITION.°, TO BE 2X4 AT 16" O.C. (2X6 a PLUMBING WALLS) U.N.D. - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAIMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) e s M om 16' -0' 22' -0' 3 MAIN FLOOR PLAN © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" ApD R(I SEE - ALL DOOR /WINDOW HEADERS TO BE 4xIO DF"2 AT 2x6 BEARING WALLS , UN.O., 6' -O" MAX. SPAN PROVIDE ADER AT Co EAS REVERED FLOOR, MOTES OESH EETG)WALLS, U.N.O., 6' -O" MAX. SPAN - WINDOW HEADERS AT 6' -S' ABOVE SUB FLOOR:, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2x4 AT 16" O.C. 12X6 6 PLUMBING WALLS, U.N.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) N II Y -3' 1 ' 5, 1 3' -0' 0) N N Z J OF A ABC OPERAB'_E E -HE 8 "- 0 K -'p yf C m �j i33°a ¢`om J am cU E N {a J E 16 U d 9 V p ❑ 0 E m C -y w U0 E 28 U C E LC EST PART OF 3 LL 3 4 M NII'UI' E N o r; R � LEA THE ROOM C-ION IN GF > �o Z N x PATIO REVISION DATE: B = PROJECT AT Al LOW 4'CONC DATE: 2 E WHE RE SJC- V 4 mammmmmomm PROJECT " 5 OF TILE FINISHED 60 8 SGD 5062 XO 6050 XO 6050 XG F/- `�-- 8' K I1 NOOK—: __I e i9 \S MANL =_ GAS °IREPLACE - -- - -4LL P_R MFR5. SPECS - =LUSH HEARTH �� (y FAMILY ROOM _ - CAR °ET RAIR ' 0 T -4' 6' -2' 5 " -88:1 5' O'51NDW.. 4' -IO' -1w- F 0 e 11110V LSD REF.: -. VIN L �i It - N 36' HIGH >c UA_L ION OC/I'". SD Ty - = �_ -- � 36' HIGH I1, WALL SOFFIT COFFER CEIL IVG F -- >I — z 2468 < r e a FUJI) - moo 2460 ' - e n r m, - - 12468 DINING CARPET a m2X6 1 14Lq _- : a x - iA - 1 36 HIGH R41 _w7 PER IRG. > m� z COFFER CEI_ING 36 HCGH '/a WALL _ _ J m S _ m `r 'VG._ - m -JRN. W2 LATFORI' 8' AF= 4" BOLLARD O�- 14' -4' �� 20 MIN. RATED DOGR 1' -8: RY e u -- x n o EN -- P 16R C -- -_- a �S -RA= TO LAL� PER UPC 5105 - PROV'DE PRESSURE REEF 21' -0' X 21 -8' T'ALdE 10 EXTERIOR AND 'm5TALL APPROVED EIXP4NSICN TANK 58___.. ,.. - PROV'D- ONE LAYER GILB TYPE X' AT _ - q - 2630 'X 2660 5G SG B TRAY V r CEILING °'-O`1YON WITH F451-ABLE ARE45 -WHERE THE SEPARATION 5 A =_OOR- 11 CEILING 455B''5LY, GLAD AL- 5L-FORT I 5 60'0 ABV °fin / 3 COLUMNS, BE4M5 AND IL4LL5 L'I -H ONE 0 I LAYER /,' GWB. WRAP F ° 5- U 6 x 6 ' x CEDAR _0 CVD PORC 4' OONO I -THE GARAGE S -ALL BE SEPARA'ED RO THE RESIDENCE AND ATTIC AREA WI -H NO LE55 -!-AN xi" CUB ON -HE GARAGE SIDE ' e N Tj P 0 N - L BLDG NE 4BOVE m BLDG LINE ABOVE I , LANDING AT E X`ER'G DOOR AY SHAD_ - -- _ -- I 1 NOT THRESHOLD THAN BE MOR EXTERIOR THAI, l OVI7 510 �a' BELG D THE D OR SCREEN THE -C° OF OR, OTHER DOORS ) 2 CAR GARAGE 4" CONC. DOES NOT SUNG OVER THE L NDING. RC R3143 1 om 16' -0' 22' -0' 3 MAIN FLOOR PLAN © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" ApD R(I SEE - ALL DOOR /WINDOW HEADERS TO BE 4xIO DF"2 AT 2x6 BEARING WALLS , UN.O., 6' -O" MAX. SPAN PROVIDE ADER AT Co EAS REVERED FLOOR, MOTES OESH EETG)WALLS, U.N.O., 6' -O" MAX. SPAN - WINDOW HEADERS AT 6' -S' ABOVE SUB FLOOR:, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2x4 AT 16" O.C. 12X6 6 PLUMBING WALLS, U.N.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) N II Y -3' 1 ' 5, 1 3' -0' 0) N N Z J om 16' -0' 22' -0' 3 MAIN FLOOR PLAN © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" ApD R(I SEE - ALL DOOR /WINDOW HEADERS TO BE 4xIO DF"2 AT 2x6 BEARING WALLS , UN.O., 6' -O" MAX. SPAN PROVIDE ADER AT Co EAS REVERED FLOOR, MOTES OESH EETG)WALLS, U.N.O., 6' -O" MAX. SPAN - WINDOW HEADERS AT 6' -S' ABOVE SUB FLOOR:, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2x4 AT 16" O.C. 12X6 6 PLUMBING WALLS, U.N.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) N II 0) 0) N N Z J p ''cpNp .p.. > 0 o yN� --pp L y d g E S. 33 'n 8 "- 0 K -'p yf C m �j i33°a ¢`om J am cU E N {a J E 16 U d 9 V p ❑ 0 E m C -y w U0 E 28 U C cb U 3 N E N o r; E N > �o Z N x REVISION DATE: NIT; PROJECT 02 -13 -2012 SAM DATE: 2 NIT: V 4 mammmmmomm PROJECT " /Z' DRYWALL 2x STUDS ® 16' o/c - -'12 DRYUAL_ 2x4 CLEAT p O p WA -ER PEA -ER SE5MC STRAPPING PER -- MA \J=ACTURERS 5-ECF CATIC 5ECJRE SHAPED 2x10 SPACER -0 2x4 CLEATS WITH f5)-'6o N4115 SHAPED 2.10 SPACERS J,I -L BE CUT TO INSURE A TIGH- FT -O WATER LEA-ER WATER HEALER STRAPS RILL RE515T LATERA- °ORCES EQUAL -0 100% OF GRAVITY LOADING z PL470R11 MUST BE ANCHORED C WALL PIN'S -ED FLCOR �-VEN- F -UE JP THRL ROOF 6' MIN. DR"L41-L - -2x STUDS �� -2x4 CLEAT L-2x1 CLEAT °ICAL WATER HEATER DETAIL SCALE: VTS. HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION 4' SPHERE 5 ALL OF 11/4" MIN. E 234' MAX, EDGES SHALL HAVE NOT PASS ROUGH A MIN. RADIUS OF ALL REQUIRED GUARDRAILS TO BE 36' 4' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON ?Q THE SIDES OF STAIR TREADS SHALL NOT �. Z—ALLOW A SPHERE 43/B INCHES (101mm) TO PASS THROUGH. CCNCRET_ CANNOT BE POURED DIRECTLY AGA NST WOOD. WOOD 51CINGS, OR MANUFAC'JRED 5'DING PRODUCTS. CONCRETE CAN BE POURED AGAINST WOOD IN SIKH A MANOR AS TO PREVENT EN -RY OF 14 -ER INTO THE WALL CAVI -Y OR STRUCJRAL FRAMING COMPONEN -5 WHEN F -A5 -ING AND FEL- PAPER HAVE BEEN APR LED OVER THE WOOD. LIT- WOOD SIDING A I' VERTICA- CLEARANCE HAS TO BE MAINTAINED BETWEEN THE SIDING AND THE CONCRETE. WITH MANLFAC -JR_D SIDING, THE MINIMUM VERTICAL DISTANCE OF 1' HA5 TO BE MAINTANED OR 45 5 -ATED N THE MANUFACTURE'S INSTALLATION GUIDE. SIDING PRODUC- TUCK CORROSION RE6IS-4NT '17-4L FLASHING UNDER SIDING GAP (VARIES) PER TYPE OF SIDING, I" M'N. SEE 61)ING SPECIFICATIONS 5L0 °E CONCRE -E AWAY FROM BLDG. (I /4' -ER FOO- MAX SLOPE =CR ANDING5) CCRRO51ON RES'5-ANT METAL 26 GA, FLASHING OVER 15' FELT INSTAL BETWEEN CONCRETE AND WOOD. EXTEND FLASHING UP WAL_ FRAMING AND ONTO CONCRETE FOUNDATION. R1039 ICI I I i _... 7,171-03q , - e 3/4' MIN. -11/4` MAX \rn 5 NOSING 0) O Q t7 N N O � Z Z J Q � � I� /z' HARDU.IOOD Z WUp� � .1 . �+ , -a E T � a J 43 S a o o f a n£ �WI U Ny C 0 U A C � rn � 'q 10' MIN. 11 - 6' SPHERE UNABLE p SOLID BLOCKING �q TREAD 1 '.. TO P456 THROUGH OPENING Z AS REQUIRED X BELOW STAIR INSTALL o ry M PRE FINISH'♦ METAL j Q GWB s CEILING, AND WALLS m 'TM'P. N N N BRACKET �o a REVISION DATE: INIT: (3) 2X12 STRINGERS S SAM m FIRE BLOCKING a MID -51FAN AND DATE: IN STUD WALLS ALONG AND IN LINE NIT: WITH STRINGERS IF AREA UNDER 4 STAIRS 15 UNFINISHED t YI =- I D HANRAIL 2X4 THRUST BLOCK INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 4Y INTO THE STAIRWAY AND MUST BE ABLE TO RE516T A 200 lb. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R311.1.1 - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303b AND 311.18 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4' SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION 8312.3 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN M INCHES. IRC SECTION 8311.11 - STAIR 4 STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36' f311Y CLEAR IF ONE HANDRAIL, 4 21' CLEAR IF 2 HANDRAILS. IRC SECTION 8311.1.11 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16'. THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 'by'. IRC SECTION 83111.43 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN No' IRC SECTION 8311,14.1 - NOSING 15 NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN II', IRG SECTION R3II.1.43 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING, IRC SECTION R303b 4 R303b,1 !. - A MAXIMUM SLOPE OF 1:4B (2 %) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION R3111b INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6' DEPTH AT INNER EDGE, IRC SECTION 83111.42 - WINDER TREAD DEPTH OF 10' WITH IN 12' OF THE INSIDE. IRC SECTION R311.1.42 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC R3I115 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC 8311.55 STAIR DETAIL SCALE: N.T.S. NVI G bLHLt COMPOSITION ROOFNG -.. --- - - - - -_ 15° FELT PAPER - - - - - - - -- 1/16' SHEATHING _ -- ROOF FRAMING PER P -AN - - - -- INSULATION 54 =FLE --- - " - - -- VEN-ED BLOCKING AT REQUIRED B4-6 - 5/4 x B FASCIA - - - - - -_ __ CONT NUOUS METAL GUTTER -- -_ R -10 RIGID IN5ULAT ON 2x6 STUDS s 16' Or - T-. R -21 IN5UL4 -ION /6' SHEATHING - TYP \ 7YVEK WRAP - TYP - _- - -. SDNG PER ELEVATION - - - - -- -__ 3/4' T4G FL-LOOD GLUED 4 NAILED -- FLOOR JOISTS PER PLAN - - -- 'X'NEOW HER PER PLAN - -YP. -- 514 TRIP SURROUND - TYP. X NDOL W/ NS_ G -ASS - TYP. - 3 14" T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN _ F -30 INSULATION - -- 5/4 X 10 TRIM BAND -- _ 2X PT, WOOD 5LL - -- - -- 4' 0 CONT. T'.GH L TO STORM 5EWER 4` o PERF. PLASTIC PTG. DRAM- - SET IN WASHED GRAVEL W/ FILTER FABRIC OVER TYPICAL UJ,4LL SECTION CoMPo&IT ON ROOFING ON 15 - FELT UNDERLAYMENT ON 15/321 PLY OR 05B — 5 DNG =ER ELEVATONS- - - BEDROOM 4 I HALL ON TYVEK WRAP ON 1/16' PLY 5HE4T1 -ING_ T 4 G PL"UD 2 x 6 STUDS f 16" oc.-- - - - - -_ - - GLUED 4 N41LED TYP. W/ R -21 INSUL. TYP. �� -FLOOR JOIST AS PER PLAN ip HALL WAY C� 44' T 4 G PLYWD G'_UE'D 4 \AILED - P - �— =LCOR JC T AS PER FLA \' 5/4' x 10 BAND BD. - 4' o CONT RY ICNTL \E -- - - -- n \` o STORY SEWER 4' m PERF PLA TIC FRG DRAIN - Trfl SET IN WASHED GRAVEL III- 18' MIN_ CRAWL SPACE Ill/ FILTER FABRIC OVER ,L/ 6 MIL VAPOR 34RRIER GONG_ FTC -. 45- —' - YPICAL. PER DETAI- 6 MI-- VAP, BARRIER m I SUB SCALE N.T.S. NO -E: 1/16" SHEATHING NOT R EQUIRED ON EXT. W4LL5 W- ERE TI -II SIDING :5 S�EGsIED (UN'_ESS NOTED 07HERWI5E IN THE SHEAR WALL SPEC =''CATIONS) SECTION "All MFR. - FUSSES PER 12 - -PLAN a 24' OC- ,Z�1 PER M =G, SPECS, T MUD R -38 INSULATION CUBBL= RIB _- B_NCH © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES - 15" ROOFING FELT - -1/16" SHEATHING RATED 24/16 - STRUCTURAL SYSTEM A5 NOTED ON FRAIMING PLAN - R -49 INSULATION - 5/8" GWB. CEILING - 1/8" TO 114" MESH SCREEN OVER OPENINGS - NET OPENING AREA MINIMUM I/150 OF VEINTED AREA OR 1/300 IF 50%-80% OF VENTING NEAk� TOP OR VAPOR RETARDER - PROVIDE I" MINIMUM CLEARANCE BETWEIEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION R806.3 TYPICAL WALL CONSTRUCTION - SIDING AND /OR VENEER PER ELEVATION) - 1/16" PLY OR OSB SHTG -( LI ) - TYVEK BUILDING WRAP OR EQ. - 2X6 STUDS a 16" O.G. EXTERIOR WALLS LUN.O. EXTERIOR WALL NOTCH 25 %, BORING 40% 00% BORING IF DOUBLED 4 NOT MORE THAN TWO SUCCESSIVE STUDS. SEE NOTE ON SHEET I - 2x4 STUDS a 16" O.G., INTERIOR PARTITIONS (2X6 a PLUMBING WALLS) NON - BEARING WALL MAXIMUM NOTCH 40' %, BORING 60' HOLES NO CLOSER THE 5/8 INCH TO FACE OF STUD - R -21 INSULATION WITH VAPOR BARRIER - 1/2" GWB, INTERIOR SHEATHING TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" TOG PLYWOOD SUBFLOOR (GLUE AN.D NAIL) - FLOOR JOISTS PER PLAN - R -30 INSULATION OVER UNHEATED AREAS R -30 IN'SUL4T0, N \rn VI 0) N N Z J U C C O N — O � c 0 �, Q O« U 0 0 m - ii _� IF WUp� � .1 . �+ , -a E T � a J 43 S a o o f a n£ p d o� g o a E N N U Ny C 0 U A C � rn � 3 N E Fro o ry M j Q M N E N N >2 Z N x �o a REVISION DATE: INIT: PROJECT': 02 -13 -2012 SAM DATE: 3 NIT: 4 PROJECT': VENT T"P. 12 RIGHT ELEVATION LEFT ELEVATION * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. NOTE: NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF SCHEDULE AND ENGINEERING PLAN WHICH 11 PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO '+ CONTAIN DETAIL REFERENCES AND/OR DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT INSTRUCTIONS PERTAINING TO EACH SHEAR WALL BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM INDICATED IN THIS PLAN. UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. 12 12 SCALE: 1/4" =1' -0" - 5/4 X 4 UNDO, _ TRIM TYP. 5/L X 4 VER -. -R"1 TYP. 5/4 X 6 SILL -`< 5/L x 10 BAND BD. 4 WRAP PT. Fost w/ TYP. SCALE: 1/4" =1' -0" NOTE: -ROV DE CONTINUOS PRE - PAINTED e I . 'Z' FLASHING AT ALL ENT. DOOR a WINDOW HEAD =RS. p REAR ELEVATION SCALE: 1/4" =1' -0" ROOF NG NG DN -O GRADE NOTE: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONT ELEVATION 4" HIGH WI H APROSTTERROT ADDRESS NUMBERS ARE REQUIRED TO BE © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" - VERIFY SHEAR WALL NAILING AND HOLDOLLNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING - MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER - PROVIDE GALVANIZED SHEET METAL FLASHING AN:,) COUNTERFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS - POST ADDRESS ON BLDG, PRIOR TO FINAL IN5PEClTION�( -- - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST Im FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE - FASTENERS TO BE HOT - DIPPED GALV. STEEL, STAINULE55 OR ALUM- (CORROSION RESISTANT) N 0) 0) N N Z J 0. < 5 �� L 9 ° '�% °r o p aQ$ 2 ro C J Jp �. ,U, O y .0 E cc ? = w n� yC A 0 N T E N d NO N U C ci. P � 3 E $o j Q QMQ 2 CO e+f N � � E M W ' N N NI r N O N 2 0 REVISION DATE: INIT: PROJECT 02 -13 -2012 SAM DATE: 4 INIT: 4 PROJECT " * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND/OR RUCTIOIN TH E TLANNG TO EACH SHEAR WALL INS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. RIGHT ELEVATION SCALE: 1/4" =1' -0" p DN. ''0 GRADE FRONT ELEVATION © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" 3 CAR GARAGE OPTION © 2013 Level Design, LLC. SCALE: 1/4" =1' -0" n. Z 0 li 0 W 0 Q N Q 0) N Z Q Fs N c3 pEE� Y° o D a d z E N pia ¢Z a Qg c U v -8 - LD `-� 2 J 5 -W.0 � B E L2 °'£a o'20Q a8 N § -wmg c U N > U C � c3 3 E � $ ~ o M M W j Q QQ CO M N t+f E T ' y N t"� Y'1 Z N O REVISION DATE: INIT: PROJECT 02 -13 -2012 SAM n BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), AND BY REFENCE THE 2009 INTERNATION RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSI (P5) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = IS PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE "B" SOIL SITE GL455 "D" CONSTRUCTION TYPE: v -B OCCUPANCY GROUP: R -3 DESIGN CRITERIA: GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDER- T FLOOD HAZARDS AIR FREEZING MEAN ANNUAL 2,500 psi BASEMENT 5LA85 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE DF -L x2 - Fb =815 psi, Fv=110 pal, Fc =600 psi, E =130000Opsi FLOOR SLAB. LOAD (mph) CATEGORY WEATHERING FR05T LINE DEPTH TERMITE DECAY TEMP, REQUIRED REQUIRED 4X6 INDEX TEMP DF -L =1 - Fd =1230 psi, Fv =110 psi, PC-1000 psi, E= 16000OOp5i PANEL EDGES SLIGHT- SLIGHT 11 NO PE 50 50 30 85 DI / D2 MOD 18" MOD J Q PI -4 1/16" ONE 8d e 4" OC, 12" OC. 2X ad NAILS a JURISDICTION 2X PER KEY PLAN CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS e CONDITIONS PRIOR TO CONSTRUCTION. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND /OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING 15 A LI5T OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I- JOIST /BEAM MANUFACTURER PLANS. - MANUFACTURED TRU55 DESIGNS AND LAYOUTS GENERAL FOUNDATION DESIGN IS 545ED ON AN ASSUMED ALLOWABLE SOIL BEARING OF 1500 P5F. E XT ER IOR FOOTINGS SHALL BEAR IS" CM NI M UM) BELO W FINISH ED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BAGKFILL TO BE THOROUGHLY COMPACTED, BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH /4'k3 "x3" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAYETER AT 6' -0" OC. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONN CTO 5 TO BE MANUFACTURED BY 5IMP 5 N 5T ONG -TIE OR JSP STEEL CONNECTORS CONGEETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R402.2 CONCRETE MIXTURE SHALL CONTAIN AT LEAST Cr S1 /2 5ACK5 OF CEMENT PER CUBIC YARD CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON 51TE FOR REVIEW BY BUILDING OFFICIAL VERTICAL REINFORCING STEEL To COMPLY WITH A5TM 4615 GRADE 40 (GRADE 60 AT WALLS RETAINING MORE THAN 4FT OF SOIL) GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(U ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE55URE TREATED, FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRE55URE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 319.3. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT- DIPPED GALVANIZED STEEL, 5T4INLE55 STEEL, 51LICON BRONZE, OR COPPER. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH, 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IS" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH, FASTENER5 ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) 8d COMMON (0.131" DIA., 2 -1/2" LENGTH), 8d BOX (0113" DIA, 2 -1/2" LONG), IOd COMMON (0.148" DIA., 3" LONG) IOd BOX (0.128" DIA., 3" LENGTH), 16d COMMON (0.162" DIA, 3 -1/2" LONG), ad SINKER (0,148 DIA, 3 -1/4" LONG) 5,1 COOLER (0.086" DIA, 1 -5/8" LONG ), 6d COOLER (0.092" DIA., 1 -118" LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULE5 OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST 0057 LUMBER INSPECTION BUREAU- ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES U.N.O.: JOISTS: MINIMUM COMPRESSIVE 5TRENGTH (Pc) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION HE 02 - Fb=85O pair FV =150 pal, Fc =1300 psi, E= 1300000ps1 2XIO OR LARGER MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED BASE PLATE TO THE WEATHER. 2,500 psi BASEMENT 5LA85 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE DF -L x2 - Fb =815 psi, Fv=110 pal, Fc =600 psi, E =130000Opsi FLOOR SLAB. 2,500 psi BASEMENT WALL5, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER 3,000 psi (6% air entrained ./- 1 %) VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER. HIP -2 - Fb =915 psi, Fv=15O psi, Fc=13OO psl, E=1300000p51 PORCHES, CARPORT SLABS 4 STEPS EXPOSED 3,000 pal (6% air entrained H- 1 %) TO THE WEATHER 4 GARAGE FLOOR SLAB. HF 02 - Fb =85O psi, Fv =150 psi, Fc =1300 psi, E= 13000OOp5i CONCRETE MIXTURE SHALL CONTAIN AT LEAST Cr S1 /2 5ACK5 OF CEMENT PER CUBIC YARD CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON 51TE FOR REVIEW BY BUILDING OFFICIAL VERTICAL REINFORCING STEEL To COMPLY WITH A5TM 4615 GRADE 40 (GRADE 60 AT WALLS RETAINING MORE THAN 4FT OF SOIL) GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(U ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE55URE TREATED, FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRE55URE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 319.3. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT- DIPPED GALVANIZED STEEL, 5T4INLE55 STEEL, 51LICON BRONZE, OR COPPER. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH, 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IS" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH, FASTENER5 ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) 8d COMMON (0.131" DIA., 2 -1/2" LENGTH), 8d BOX (0113" DIA, 2 -1/2" LONG), IOd COMMON (0.148" DIA., 3" LONG) IOd BOX (0.128" DIA., 3" LENGTH), 16d COMMON (0.162" DIA, 3 -1/2" LONG), ad SINKER (0,148 DIA, 3 -1/4" LONG) 5,1 COOLER (0.086" DIA, 1 -5/8" LONG ), 6d COOLER (0.092" DIA., 1 -118" LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULE5 OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST 0057 LUMBER INSPECTION BUREAU- ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES U.N.O.: JOISTS: WOOD TYPE: 2X4 to 2x8 HE 02 - Fb=85O pair FV =150 pal, Fc =1300 psi, E= 1300000ps1 2XIO OR LARGER HF ✓2 - Fb =850 pal, Fv =150 psi, Fc=130O psi, E=1300000ps1 BEAM BASE PLATE 4X DF -L -2 - Fd =EOO psi, Fv =I80 psi, Fc =1350 psi, E= ISOO000psi 6X OR LARGER DF -L x2 - Fb =815 psi, Fv=110 pal, Fc =600 psi, E =130000Opsi STUDS SIDES 2X4 E 2X6 HF STUD - Fb =615 psi, FV=15O psi, Fc =BOO psi, E= 1200000psl 2X8 OR LARGER HIP -2 - Fb =915 psi, Fv=15O psi, Fc=13OO psl, E=1300000p51 POSTS SIZE 4X4 HF 02 - Fb =85O psi, Fv =150 psi, Fc =1300 psi, E= 13000OOp5i 4X6 HF -2 - Fb =850 pal, Fv =150 pal, Fc =1300 pal, E= 1300000p6i 6X6 OR LARGER DF -L =1 - Fd =1230 psi, Fv =110 psi, PC-1000 psi, E= 16000OOp5i GLUED - LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PST, FV = 165 PSI, Pc = 650 P51 (PERPENDICULAR), E = 1,800,000 III ENGINEERED WOOD BEAM5 AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. 5EAM5 DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,325 PSI, FV = 310 PSI, Fc = BOO P51 (PERPENDICULAR), E = 1,550,000 PSI. BEAM5 DESIGNATED AS °LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,600 PSI, FV = 285 P51, Fa = 750 P51 (PERPENDICULAR), E = 1,900,000 P51. BEAMS DESIGNATED 45 "PSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PST, FV = 290 P51, Fa = 150 P51 (PERPENDICULAR), E = 2,000,000 P51, CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS, DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L /480, FLOOR TOTAL LOAD MAXIMUM = L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS, NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRU55 BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS 51MP50N ETC) TO ENSURE THAT THE TRU55 BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT 7RU55 MEMBER BRACING SHALL BE INSTALLED PER THE TRU55 DESIGN DRAWINGS. ROOF /WALL /FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 7/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON s 6" O.C. 6 PANEL EDGES AND 12" O.C. IN FIELD LN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24116 FOR ROOF. FLOOR SHEATHING SHALL BE 19/32" T4G SHEATHING W/ 40/20 SPAN RATING, UNLE55 OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6" O.C. m PANEL EDGES AND 12" OC, IN FIELD. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING, f_l���i A 8 ". 03 R r' d A !' i L = 7 � Mai MSi UPPER FLOOR 5NEAR WALL KEY PLAN SCALE: NS' =1' -0' PAATIO I NOOK FAMILY ROOM III csa•eT x wwnua • »• "Iwo wu -- _ �«I 2CAR GARACGARAr ao.LW.ao.E - &W LIRE MST/E HDU8 AT 4X6 POST W /55TBI ANCHOR \I MAIN FLOOR 5NEAR WALL KEY PLAN SCALE: SMEAR WALL 5GHEDULE WALL SHEATHING 5ST520 (DIA. = a /e'7 SHEAR PANEL FIELD FRAMING e BASE PLATE ANCHOR BOLT SILL PLATE 283/a" MARK THICKNE55 SIDES EDGE NAILING NAILING ABUTTING NAILING DIA. a SPACING SIZE HOEDOWN TYPES PANEL EDGES PI -6 1/16" ONE 8d a 6" CO. 12" O.C. 2X 16d N4115 m 8" O.C. 5/8" DIA. e 66" OL 2X PER KEY PLAN J Q PI -4 1/16" ONE 8d e 4" OC, 12" OC. 2X ad NAILS a IA 5/8" DAIS 54" OC, 2X PER KEY PLAN 0) Lr 1 1 U PI -3 1/16" ONE ad m 3" 00. Ti 1 OC 2X 16d NAILS 5 4" OC 5/8•' DIA a 36" O.C. 2X PER KEY PLAN PI -2 1/16" ONE 8d e 2" CO, 12" OC 4X ad NAILS m 4" O.G. 5/8" DIA. e 36" O.C. 2X PER KEY PLAN CI�U0 r =L L() W 00 y 0) N r Z U Q M U �rX! V 000 N Lu L I, FRAMING SHALL BE HEM -FIR 7 m 16" OC, MAX (UINO.). THICKNESS OF 5TUD5 TO BE 2, UNLESS NOTED IN SCHEDULE. HORIZONTAL. OCK A HO ONTA / 2x x ) 2. SHE4THING PANELS MAY BE LAYED VERTICAL TOR BL ALL RZ L EDGES W OR 3 BLOCKING PER SCHEDULE (UN O. 3. ALL EXTERIOR WALL5 NOT DESIGNATED AS 5HIFARWALL5 SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING OW PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 86 9 6" OC. EDGE, 12" O.C. FIELD, 4, NAILING APPLIES TO ALL 5TUD5, TOP AND BOTTOM PLATES, AND BLOCKING, PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306A 1, NOTE (i), 5. ANCHOR BOLT SPACING 15 6' -0" Or. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER TH4tN 12" AND NO LE55 THAN 1 TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Y <'x3 "x3" W46HER5 AT ANCHOR BOLTS, PLATE WA5LER5 SHALL EXTEND TO WITHIN Yt" OF THE SHEATHED EDGE OF THE SILL PLATE ON WALLS W/ EDGE NAILING AT 4" O.C. OR TIGHTER. DO NOT RECESS BOLTS. 6, ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS NN.O.) PER IBC TABLE 23063. ALL SPECIFIED NAILS SHALL ( @092" DIA., LO LONG) 0.131" DIA., 2)'j" LONG), 86 BOX !0113" DIA ZT LONG), IOd COMMON (0.148" DIA., 3" LONG), IOd BOX HAVE THE FOLLOWING DIMENSIONS: 8d COMMON (0.128" DIA, 3" LONG), lad COMMON (0.162" DIA., LONG), 16d SINKER (0.148" DIA, 3)q" LONG), 5d COOLER 10.086" DIA., Iss" LONG), 6d COOLER 1. 1/4" No. 6 DRYWALL SCREWS (TYPE W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD 5HEARWALLS PER IBC TABLE 23061 6. IN LIEU OF 3x VERTICALS AND BLOCKING AT F21NEL EDGES, 2 -2x'5 W/ IOd FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDGES TO BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR TO WALLS WITH 8d BDGE NAILING AT 2" O.C. OR IOd EDGE NAILING AT 3" OC. OR 2" O.C. OR WALL5 SHEATHED ON BOTH SIDES) 9, HOLDDOWN5 AND STRAPS OF EQUIVALENT UPLIFT CAPACITY WITH CURRENT [CC EVALUATION REPORT OR 51MILAR MAY BE SUBSTITUTED FOR THOSE LISTED IN THE 5HEARWALL SCHEDULE WITH PRIOR APPROVAL OF BUILDING OFFICIAL OR ENGINEER OF RECORD, 10. 5QUA514 BLOCKS REQUIRED AT ENDS OF 5HE4RZ WALLS WHERE RILL BEARING 15 NOT PROVIDED BY THE FRAMING BELOW. II_ SIMPSON MASAP MUDSILL 4NCHOR5, MAY BE 5UE35TITUTED (1) FOR (1) AT 2X SILL PLATES FOR THE `'/e" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED, I, UPPER FLOOR WALL PER PLAN W/ DEL STUDS 4T STRAP MINIMUM 2. RIM BOARD PER, PLAN 3. BEAM PER PLANd 4. FLOOR JOIST SYSTEM PER PLAN 5, STRAP TIE PER FLLAN CENTER STRAP ON RIM e WALL TO WALL 4 CENTER STRAP ON FLOOR DIAPHRAGM e WALL TO BEAM 6. LOWER FLOOR WALL OR BEAM PER PLAN W/ DI5L STUDS AT STRAP MINIMUM TYPIGAL STRAP TIE NOLDOWN '�D WALL TO WALL S WALL TO SEAM SCALE: %4 " =1 I. SHEAR WALL PER PLAN W/ DEL STUDS AT HOLDOWN MINIMUM 2. ANCHOR BOLT STYLE HOLDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3. RIM BOARD PEF-' PLAN 4, FLOOR J015T SYSTEM PER PLAN 5. ANCHOR BOLT INiSTALLED PER MANUF. Eli (SEE BELOW FOR SIZE PER HOLDOWN) MAINTAIN 5" CLEARANCE FROM FNDTN VENTS. 6. CONCRETE STEMI WALL PER PLAN 7. EXTEND ANCHO, BOLT W/ COUPLER NUT 4 ALL THREAD ROD ANCHOR EMBED 5ST516 (DA, = s /a ") 1211 5ST520 (DIA. = a /e'7 1i" 55TB24 (DIA. _ `` /aV 206 %" 55TB28 (DIA. = Y ") 24'," 55TEI 5ST536 (DIA. = Ya) 283/a" 58a /ex24, 5BY0x24 18" 551x30 24" TYPIGAL 4NGI4OR E30LT IL4OLDOWN SCALE: '/4 "= I' I. SHEAR WALL PER PLAN W/ DEL STUDS AT HOLDOWN MINIMUM 2, STRAP TIE HOLDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3, RIM BOARD PER PLAN 4. FLOOR JOIST SYSTEM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYF!GAL 57RAF TIE I4OLDOWN '$ FOUNDATION SCALE: Lr� 1 O W (1MLJ J Q N 0) Lr 1 1 U N D Z 0� < 4 �OF RfGtSPEFE� 10NAL BNG� J J 00 o CV W C CI�U0 r =L L() W 00 y 0) N r Z U Q M U �rX! V 000 N Lu L O M C (V 0) � a > . yy, LO � E m A 04 C M Lu REVISION DATE: INIT: PROJECT r: S 1 DATE 2.13 -2013 NIT: MM 5 PROJECT 4: 971 FOUNDATION VENILATION USE 14" x 7" SCREENED FDN. VENTS (1) VENT = .52 SQ. FT. NET FREE VENT AREA FDN. AREA = NET VENT AREA REQ'D (N.V.A.) 300 N.V.A. = QTY. OF VENTS REQUIRED 52 1268 4.22 8.13 VENTS REQ'D 300 4.22 52 ( 9 ) VENTS REQUIRED N 15'- 111/8" 24 SLAB ON GRADE 4" CONC. IT -3 1 /2" 5tHD14RJ o� CTPD14RJ _ - ) 52 8' -3 a 3' -9" 14'-0" NOTE: USE MIN, 6" WIDE POST BELOW BEAM SPLICES FOOTING SCHEDULE USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. O24 P.T. POST ON 24" DIA, X 10" THICK CONC. FOOTING ❑� 24 P.T. POST ON 24" X 24" X 12" THICK CONC. FOOTING W/ 2- # 4 BARS EACH WAY 30 P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY © 36 P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 42 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY FOOTING SIZES BASED ON 1500 PSF SOIL BEARING CAPACITY 2` -10 1/2" RO. T -I 0 I/2" I. *W-11 FSiCAY FOUNDATION / FRAMING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 5CALE : 1/411= II -011 - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PRC)VIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PRC)VIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN Z PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U. N.O.) - PRC)VIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, TWAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. - PROVIDE SUPPLEMENTAL BLOCKING IN FLOOR CAVITY BELOW SUPPORT POSTS FOR GIRDERS AND BEAMS I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, SHEAR WALL EDGE NAILING PER SHEAR WALL SGHEDJLE 3. SOLID CONTINUOUS ROM BOARD TOE NAILED TO 51LL W/ ad N4IL5 a 6" O.C. SECURE RIM TO EACH JOIST Al (3) 5d NAILS 4, FLOOR J015T PER PLAN SECURED TO SILL PLATE W/ (3) 8d TOE NAILS 5, 2X PRESSURE TREATED SILL PLATE UN.O, IN SHEAR WALL SCHEDULE 6. 44 REBAR HORIZ. e 12" O,C. W/ (I) 04 REBAR IN UPPER 12" ,OF STEM WALL 1. s /e" DIA, ANCHOR 5OL7 9 12" O.C. UNO. IN SHEAR WALL SCHEDULE W/ 1" MIN, EMBEDMENT 8. •4 VERTICALS ® 48" OC. W/ STANDARD HOOK REOQUIRED, ALTERNATE BENDS, NIO WET SETTING PERMITTED 9. (2) •4 REBAR CONTINUOUS IN FOOTING 24" 9 3 STORY 811 FOUNDATION STEM WALL SCALE: 3/a" =1' I, J015T BLOCKING REQUIRED AT BEARING OR SMEAR WALLS ABOVE OR WHIEN J015T5 ARE NOT CONTINUOUS AT BEAM 2. SECURE BLOCKING TO BEAM W/ 8d NAILS m 6" O.C. 3, . J015T PER PLAN 4. BEAM PER PLAN 5, 2X OR SHEATHING CLEATS BOTH SIDES TO SECURE BEAM TO P05T (3) IOd NAILS IN70 EACH MEMBER AT EACH CLEAT 6, 4X OR 6X TREATED POST (4X(, MIN AT BEAM SPLICE) 1, 5IMP50N A34 FRAMING ANCHOR W/ CONCRETE SNAILS 8, ISOLATED OR CONTINUOUS SPREAD FOOTIING PER PLAN INTERIOR FOOTING 'a SEAM LINE SCALE: 3/a" =1' WOOD POST W1 ARCHITECTURAL COVER PER PLAN 2, 51MP50N AB POEJT BASE w/ A"6" WEDGE ALL OR 7TITEN HD ANCHOR UN.O. 0M PLAN 3. FINISHED GRADE OR SLAB AS OCCURS 4, OPTIONAL 12" D14 OR 5QUARE CONCRETE PEDESTAL 5. (4) -4 VERTICALS W/ 5T4NDARD HOOK AT CONCRETE PEDESTAL 6, 03 TIES AT 12" OC, 1. ISOLATED OR CONTINUOUS FOOTING PER PLAN FOOTING AT WOOD COLUMN 5C4LE: Y4 " =1' (U I, 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE (3) 2, EDGE NAILING PER 5HEAR', WALL SCHEDULE (2J 3. I -JOIST PER PLAN SECURED TO TOP PLATE (4) W/ (2) 8d NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 86 NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 (5) TOE NAILED TO TOP PLATE WITH 8d NAILS b" OC. (61 a 5. SHEATHING PANEL EDGE Al EDGE NAILING PER SHEAR WALL SCHEDULE (1) (e) 0 6, 51MPSON L7P4 9 48" O.G. s z (9) 7 EXTEND 5THD STYLE AKCWOR 5TRAP5 WITH OVERLAPPED CM5TCI6 CCJILED STRAP TO GET FULL NAILING AT WALL FRAMING ABOVE (BOLT STYLE HOLDOWNS TO BE EXTENDED x A TO WALL ABOVE W/ COUPLER NUT AND ALL TREAD ROD) f10) 8, 2x6 CRIPPLE WALL W/ 5TIUDS a 16" or SHEATHED i NAILED W/ Bra NAILS a 4" O.C. EDGE e IT' O.C. FIELD OLDOWN PER PLAN I0. STEM WALL >t FOOTING PEIR PLAN CRIPPLE WALL FOR SLOPED LOTS 141 5CALE: s 11 I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 3, SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ 5d NAILS 9 6" O.C. SECURE RIM TO EACH J015T W /(2)86 NAILS 4. FLOOR J0157 BLOCKING AT FLOOR SHEATHING PANEL EDGES (48" O.C.J SECURED TO SILL PLATE W/ (3) Sd TOE NAILS 5, 2X PRESSURE TREATED SILL PLATE U.N.O. IN SHEAR WALL SCHEDULE 6. 14 REBAR HORIZ. e 12" O.G. W/ (1) -4 REBAR IN UPPER i2" OF STEM WALL 1. Na" DIA. ANCHOR BOLT - 12" O.C. U,N.O. IN SHEAR WALL SCHEDULE W/ EMBEDMENT A -4 VERTICAL5 m 48" OC, W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET SETTING PERMITTED 9. (2) 04 REBAR CONTINUOUS IN FOOTING 24" a 3 STORY 811 FOUNDATION 5TEM WALL SCALE %4' " =1 I. s /e' DIA. ANCHOR BOLT 9 12" OC. ONO. IN SHEAR WALL SCHEDULE W/ 1" MIN. EMBEDMENT 2, 2X PRE55URE TREATED SILL PLATE UNO, IN SHEAR WALL SCHEDULE 3. 5HE4R WALL EDGE NAILING PER SHEAR WALL SCHEDULE 4. 4" CONCRETE SLAB OVER 4" COMPACT FILL 5, FINISH GRADE OR SLAB 45 OCCURS 6. -4 HORIZ REBAR 9 12 OC W/ (I) -4 REBAR IN UPPER 12 OF STEM WALL 1_ •4 VERTICALS a 48 OC W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET 5ETTING PERMITTED 8 (2) 04 REBAR CONTINUOUS IN FOOTING 9. INSTALL DAMPPROOFING OR WATERPROOFING PER IRC R406 WHERE INTERIOR SLAB 15 BELOW EXTERIOR GRADE 24" m 3 STORY 811 STEM WALL AT 5LA5 ON GRADE SCALE: 3 /a' =1' (5) I. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL SCHEDULE 2. JOIST PER PLAN SECURED TO SILL PLATE W/ (2) Sd NAILS 3, SOLID CONTINUOUS RIM BOARD W/ (2) Bd NAILS TO EACH J015T 4, JOIST BLOCKING SECURED TO SILL PLATE W/ 8d NAILS AT 6" OC. 5. STEM WALL PER PLAN CANTILEVER AT STEM WALL SCALE: %4"=I' a., J 4 rI I ... I. FOOTING PER PLAN 2. PROVIDE -4 BAR(5) WITHIN UPPER 12" PER STEM WALL DETAIL 3, VERTICAL REBAR SPACED PER STEM WALL DETAIL 4. •4 REBAR SPLICE BAR (4) STEP 1 (2) Q 3" TYP. x 2 w Q o STEP iQ e xr " L N 24" TYP. 24" YP. Q (3) 5TEP ELEVATION 3" 1YP. STEPPED FOOTING AT SLOPED LOT A2 4rN- • n� L.L 0 A U) 0 L� 1 L W m J Q N 0 / U N Z �A J` Q�R j aF sH,y qlo R E 37172 FE ONAL 0'0 0, / 2� J 00 J ° T � N Ln N co 00 oc) .� (m N Q (7 U �1 U ': aoo •� O m C) a) N m W 0- T L Lo N CAN w C (`') REVISION DATE: IN!T: PROJECT •: L S2 DATE L 2 -13 -2013 INIT: MM 5 PROJECT 917 u 24" X 18" MIN ° CRAWL SPACE ,o ACCESS o m s 6Tk D DIOR 4 4' e e m 0 t _ _4X10 _ _ _ 4 4X_I6j 4X It 4X10 ` 5 24 2 24 - - - - 24 --- z4 24 5 5 p 2 51 s s2 14" X SCREENED m C CRAWL SPACE 5 H HDIO J J F FDN VY ENTS m I 9) REQ'D IS" MIN, W/ 6 MIL VAPOR ° ° v v iy B BARRIER LYP. N i m - 0 - -11. 4' It a a' 1.. 4' -7 d. -1.. 4'_7 4' 6.. 2 214 1 11 e x n _- 3 10 _ X1_- -- - -_ 4X - 4X 10 - - v - o I I6 W - - ! -O" 6 6' 0" 52 N S S2 4X10 s m 4 4XIO x 4 4x10 B B� a a a 51 a 52 5 52 0 _ 52 _ N N 0 0 52 L L5TH1)8RJ 5 51 Cl s2 B 5T D DIS B B s BLOCK OUT FOR MEC H.WORG SLAB ON GRADE S Ss w S O 4" CONC. FLAB ON S S2 52 4 LSiNDBRJ 4 4" COMP FILL TYP. 0 S SLOPE 3/16" / FT TOWARD DOORS ` `9 SLAB ON GRADE 4" CONC. J G GONG. EDGE 24 T T30 d d M 5 53 e 5 52 HDUB AT 4X6 POST HDUB AT 4X6 POST W/ 55T528L ANCHOR W/ 55TB25L ANCHOR (24" EMBED REO'D) (24" EMBED REO'D) L­�CCNT. FTG 3' -9" 14'-0" NOTE: USE MIN, 6" WIDE POST BELOW BEAM SPLICES FOOTING SCHEDULE USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. O24 P.T. POST ON 24" DIA, X 10" THICK CONC. FOOTING ❑� 24 P.T. POST ON 24" X 24" X 12" THICK CONC. FOOTING W/ 2- # 4 BARS EACH WAY 30 P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY © 36 P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 42 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY FOOTING SIZES BASED ON 1500 PSF SOIL BEARING CAPACITY 2` -10 1/2" RO. T -I 0 I/2" I. *W-11 FSiCAY FOUNDATION / FRAMING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 5CALE : 1/411= II -011 - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PRC)VIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PRC)VIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN Z PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U. N.O.) - PRC)VIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, TWAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. - PROVIDE SUPPLEMENTAL BLOCKING IN FLOOR CAVITY BELOW SUPPORT POSTS FOR GIRDERS AND BEAMS I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, SHEAR WALL EDGE NAILING PER SHEAR WALL SGHEDJLE 3. SOLID CONTINUOUS ROM BOARD TOE NAILED TO 51LL W/ ad N4IL5 a 6" O.C. SECURE RIM TO EACH JOIST Al (3) 5d NAILS 4, FLOOR J015T PER PLAN SECURED TO SILL PLATE W/ (3) 8d TOE NAILS 5, 2X PRESSURE TREATED SILL PLATE UN.O, IN SHEAR WALL SCHEDULE 6. 44 REBAR HORIZ. e 12" O,C. W/ (I) 04 REBAR IN UPPER 12" ,OF STEM WALL 1. s /e" DIA, ANCHOR 5OL7 9 12" O.C. UNO. IN SHEAR WALL SCHEDULE W/ 1" MIN, EMBEDMENT 8. •4 VERTICALS ® 48" OC. W/ STANDARD HOOK REOQUIRED, ALTERNATE BENDS, NIO WET SETTING PERMITTED 9. (2) •4 REBAR CONTINUOUS IN FOOTING 24" 9 3 STORY 811 FOUNDATION STEM WALL SCALE: 3/a" =1' I, J015T BLOCKING REQUIRED AT BEARING OR SMEAR WALLS ABOVE OR WHIEN J015T5 ARE NOT CONTINUOUS AT BEAM 2. SECURE BLOCKING TO BEAM W/ 8d NAILS m 6" O.C. 3, . J015T PER PLAN 4. BEAM PER PLAN 5, 2X OR SHEATHING CLEATS BOTH SIDES TO SECURE BEAM TO P05T (3) IOd NAILS IN70 EACH MEMBER AT EACH CLEAT 6, 4X OR 6X TREATED POST (4X(, MIN AT BEAM SPLICE) 1, 5IMP50N A34 FRAMING ANCHOR W/ CONCRETE SNAILS 8, ISOLATED OR CONTINUOUS SPREAD FOOTIING PER PLAN INTERIOR FOOTING 'a SEAM LINE SCALE: 3/a" =1' WOOD POST W1 ARCHITECTURAL COVER PER PLAN 2, 51MP50N AB POEJT BASE w/ A"6" WEDGE ALL OR 7TITEN HD ANCHOR UN.O. 0M PLAN 3. FINISHED GRADE OR SLAB AS OCCURS 4, OPTIONAL 12" D14 OR 5QUARE CONCRETE PEDESTAL 5. (4) -4 VERTICALS W/ 5T4NDARD HOOK AT CONCRETE PEDESTAL 6, 03 TIES AT 12" OC, 1. ISOLATED OR CONTINUOUS FOOTING PER PLAN FOOTING AT WOOD COLUMN 5C4LE: Y4 " =1' (U I, 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE (3) 2, EDGE NAILING PER 5HEAR', WALL SCHEDULE (2J 3. I -JOIST PER PLAN SECURED TO TOP PLATE (4) W/ (2) 8d NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 86 NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 (5) TOE NAILED TO TOP PLATE WITH 8d NAILS b" OC. (61 a 5. SHEATHING PANEL EDGE Al EDGE NAILING PER SHEAR WALL SCHEDULE (1) (e) 0 6, 51MPSON L7P4 9 48" O.G. s z (9) 7 EXTEND 5THD STYLE AKCWOR 5TRAP5 WITH OVERLAPPED CM5TCI6 CCJILED STRAP TO GET FULL NAILING AT WALL FRAMING ABOVE (BOLT STYLE HOLDOWNS TO BE EXTENDED x A TO WALL ABOVE W/ COUPLER NUT AND ALL TREAD ROD) f10) 8, 2x6 CRIPPLE WALL W/ 5TIUDS a 16" or SHEATHED i NAILED W/ Bra NAILS a 4" O.C. EDGE e IT' O.C. FIELD OLDOWN PER PLAN I0. STEM WALL >t FOOTING PEIR PLAN CRIPPLE WALL FOR SLOPED LOTS 141 5CALE: s 11 I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 3, SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ 5d NAILS 9 6" O.C. SECURE RIM TO EACH J015T W /(2)86 NAILS 4. FLOOR J0157 BLOCKING AT FLOOR SHEATHING PANEL EDGES (48" O.C.J SECURED TO SILL PLATE W/ (3) Sd TOE NAILS 5, 2X PRESSURE TREATED SILL PLATE U.N.O. IN SHEAR WALL SCHEDULE 6. 14 REBAR HORIZ. e 12" O.G. W/ (1) -4 REBAR IN UPPER i2" OF STEM WALL 1. Na" DIA. ANCHOR BOLT - 12" O.C. U,N.O. IN SHEAR WALL SCHEDULE W/ EMBEDMENT A -4 VERTICAL5 m 48" OC, W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET SETTING PERMITTED 9. (2) 04 REBAR CONTINUOUS IN FOOTING 24" a 3 STORY 811 FOUNDATION 5TEM WALL SCALE %4' " =1 I. s /e' DIA. ANCHOR BOLT 9 12" OC. ONO. IN SHEAR WALL SCHEDULE W/ 1" MIN. EMBEDMENT 2, 2X PRE55URE TREATED SILL PLATE UNO, IN SHEAR WALL SCHEDULE 3. 5HE4R WALL EDGE NAILING PER SHEAR WALL SCHEDULE 4. 4" CONCRETE SLAB OVER 4" COMPACT FILL 5, FINISH GRADE OR SLAB 45 OCCURS 6. -4 HORIZ REBAR 9 12 OC W/ (I) -4 REBAR IN UPPER 12 OF STEM WALL 1_ •4 VERTICALS a 48 OC W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET 5ETTING PERMITTED 8 (2) 04 REBAR CONTINUOUS IN FOOTING 9. INSTALL DAMPPROOFING OR WATERPROOFING PER IRC R406 WHERE INTERIOR SLAB 15 BELOW EXTERIOR GRADE 24" m 3 STORY 811 STEM WALL AT 5LA5 ON GRADE SCALE: 3 /a' =1' (5) I. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL SCHEDULE 2. JOIST PER PLAN SECURED TO SILL PLATE W/ (2) Sd NAILS 3, SOLID CONTINUOUS RIM BOARD W/ (2) Bd NAILS TO EACH J015T 4, JOIST BLOCKING SECURED TO SILL PLATE W/ 8d NAILS AT 6" OC. 5. STEM WALL PER PLAN CANTILEVER AT STEM WALL SCALE: %4"=I' a., J 4 rI I ... I. FOOTING PER PLAN 2. PROVIDE -4 BAR(5) WITHIN UPPER 12" PER STEM WALL DETAIL 3, VERTICAL REBAR SPACED PER STEM WALL DETAIL 4. •4 REBAR SPLICE BAR (4) STEP 1 (2) Q 3" TYP. x 2 w Q o STEP iQ e xr " L N 24" TYP. 24" YP. Q (3) 5TEP ELEVATION 3" 1YP. STEPPED FOOTING AT SLOPED LOT A2 4rN- • n� L.L 0 A U) 0 L� 1 L W m J Q N 0 / U N Z �A J` Q�R j aF sH,y qlo R E 37172 FE ONAL 0'0 0, / 2� J 00 J ° T � N Ln N co 00 oc) .� (m N Q (7 U �1 U ': aoo •� O m C) a) N m W 0- T L Lo N CAN w C (`') REVISION DATE: IN!T: PROJECT •: L S2 DATE L 2 -13 -2013 INIT: MM 5 PROJECT 917 2` -10 1/2" RO. T -I 0 I/2" I. *W-11 FSiCAY FOUNDATION / FRAMING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 5CALE : 1/411= II -011 - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PRC)VIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PRC)VIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN Z PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U. N.O.) - PRC)VIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, TWAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. - PROVIDE SUPPLEMENTAL BLOCKING IN FLOOR CAVITY BELOW SUPPORT POSTS FOR GIRDERS AND BEAMS I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, SHEAR WALL EDGE NAILING PER SHEAR WALL SGHEDJLE 3. SOLID CONTINUOUS ROM BOARD TOE NAILED TO 51LL W/ ad N4IL5 a 6" O.C. SECURE RIM TO EACH JOIST Al (3) 5d NAILS 4, FLOOR J015T PER PLAN SECURED TO SILL PLATE W/ (3) 8d TOE NAILS 5, 2X PRESSURE TREATED SILL PLATE UN.O, IN SHEAR WALL SCHEDULE 6. 44 REBAR HORIZ. e 12" O,C. W/ (I) 04 REBAR IN UPPER 12" ,OF STEM WALL 1. s /e" DIA, ANCHOR 5OL7 9 12" O.C. UNO. IN SHEAR WALL SCHEDULE W/ 1" MIN, EMBEDMENT 8. •4 VERTICALS ® 48" OC. W/ STANDARD HOOK REOQUIRED, ALTERNATE BENDS, NIO WET SETTING PERMITTED 9. (2) •4 REBAR CONTINUOUS IN FOOTING 24" 9 3 STORY 811 FOUNDATION STEM WALL SCALE: 3/a" =1' I, J015T BLOCKING REQUIRED AT BEARING OR SMEAR WALLS ABOVE OR WHIEN J015T5 ARE NOT CONTINUOUS AT BEAM 2. SECURE BLOCKING TO BEAM W/ 8d NAILS m 6" O.C. 3, . J015T PER PLAN 4. BEAM PER PLAN 5, 2X OR SHEATHING CLEATS BOTH SIDES TO SECURE BEAM TO P05T (3) IOd NAILS IN70 EACH MEMBER AT EACH CLEAT 6, 4X OR 6X TREATED POST (4X(, MIN AT BEAM SPLICE) 1, 5IMP50N A34 FRAMING ANCHOR W/ CONCRETE SNAILS 8, ISOLATED OR CONTINUOUS SPREAD FOOTIING PER PLAN INTERIOR FOOTING 'a SEAM LINE SCALE: 3/a" =1' WOOD POST W1 ARCHITECTURAL COVER PER PLAN 2, 51MP50N AB POEJT BASE w/ A"6" WEDGE ALL OR 7TITEN HD ANCHOR UN.O. 0M PLAN 3. FINISHED GRADE OR SLAB AS OCCURS 4, OPTIONAL 12" D14 OR 5QUARE CONCRETE PEDESTAL 5. (4) -4 VERTICALS W/ 5T4NDARD HOOK AT CONCRETE PEDESTAL 6, 03 TIES AT 12" OC, 1. ISOLATED OR CONTINUOUS FOOTING PER PLAN FOOTING AT WOOD COLUMN 5C4LE: Y4 " =1' (U I, 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE (3) 2, EDGE NAILING PER 5HEAR', WALL SCHEDULE (2J 3. I -JOIST PER PLAN SECURED TO TOP PLATE (4) W/ (2) 8d NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 86 NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 (5) TOE NAILED TO TOP PLATE WITH 8d NAILS b" OC. (61 a 5. SHEATHING PANEL EDGE Al EDGE NAILING PER SHEAR WALL SCHEDULE (1) (e) 0 6, 51MPSON L7P4 9 48" O.G. s z (9) 7 EXTEND 5THD STYLE AKCWOR 5TRAP5 WITH OVERLAPPED CM5TCI6 CCJILED STRAP TO GET FULL NAILING AT WALL FRAMING ABOVE (BOLT STYLE HOLDOWNS TO BE EXTENDED x A TO WALL ABOVE W/ COUPLER NUT AND ALL TREAD ROD) f10) 8, 2x6 CRIPPLE WALL W/ 5TIUDS a 16" or SHEATHED i NAILED W/ Bra NAILS a 4" O.C. EDGE e IT' O.C. FIELD OLDOWN PER PLAN I0. STEM WALL >t FOOTING PEIR PLAN CRIPPLE WALL FOR SLOPED LOTS 141 5CALE: s 11 I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 3, SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ 5d NAILS 9 6" O.C. SECURE RIM TO EACH J015T W /(2)86 NAILS 4. FLOOR J0157 BLOCKING AT FLOOR SHEATHING PANEL EDGES (48" O.C.J SECURED TO SILL PLATE W/ (3) Sd TOE NAILS 5, 2X PRESSURE TREATED SILL PLATE U.N.O. IN SHEAR WALL SCHEDULE 6. 14 REBAR HORIZ. e 12" O.G. W/ (1) -4 REBAR IN UPPER i2" OF STEM WALL 1. Na" DIA. ANCHOR BOLT - 12" O.C. U,N.O. IN SHEAR WALL SCHEDULE W/ EMBEDMENT A -4 VERTICAL5 m 48" OC, W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET SETTING PERMITTED 9. (2) 04 REBAR CONTINUOUS IN FOOTING 24" a 3 STORY 811 FOUNDATION 5TEM WALL SCALE %4' " =1 I. s /e' DIA. ANCHOR BOLT 9 12" OC. ONO. IN SHEAR WALL SCHEDULE W/ 1" MIN. EMBEDMENT 2, 2X PRE55URE TREATED SILL PLATE UNO, IN SHEAR WALL SCHEDULE 3. 5HE4R WALL EDGE NAILING PER SHEAR WALL SCHEDULE 4. 4" CONCRETE SLAB OVER 4" COMPACT FILL 5, FINISH GRADE OR SLAB 45 OCCURS 6. -4 HORIZ REBAR 9 12 OC W/ (I) -4 REBAR IN UPPER 12 OF STEM WALL 1_ •4 VERTICALS a 48 OC W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET 5ETTING PERMITTED 8 (2) 04 REBAR CONTINUOUS IN FOOTING 9. INSTALL DAMPPROOFING OR WATERPROOFING PER IRC R406 WHERE INTERIOR SLAB 15 BELOW EXTERIOR GRADE 24" m 3 STORY 811 STEM WALL AT 5LA5 ON GRADE SCALE: 3 /a' =1' (5) I. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL SCHEDULE 2. JOIST PER PLAN SECURED TO SILL PLATE W/ (2) Sd NAILS 3, SOLID CONTINUOUS RIM BOARD W/ (2) Bd NAILS TO EACH J015T 4, JOIST BLOCKING SECURED TO SILL PLATE W/ 8d NAILS AT 6" OC. 5. STEM WALL PER PLAN CANTILEVER AT STEM WALL SCALE: %4"=I' a., J 4 rI I ... I. FOOTING PER PLAN 2. PROVIDE -4 BAR(5) WITHIN UPPER 12" PER STEM WALL DETAIL 3, VERTICAL REBAR SPACED PER STEM WALL DETAIL 4. •4 REBAR SPLICE BAR (4) STEP 1 (2) Q 3" TYP. x 2 w Q o STEP iQ e xr " L N 24" TYP. 24" YP. Q (3) 5TEP ELEVATION 3" 1YP. STEPPED FOOTING AT SLOPED LOT A2 4rN- • n� L.L 0 A U) 0 L� 1 L W m J Q N 0 / U N Z �A J` Q�R j aF sH,y qlo R E 37172 FE ONAL 0'0 0, / 2� J 00 J ° T � N Ln N co 00 oc) .� (m N Q (7 U �1 U ': aoo •� O m C) a) N m W 0- T L Lo N CAN w C (`') REVISION DATE: IN!T: PROJECT •: L S2 DATE L 2 -13 -2013 INIT: MM 5 PROJECT 917 I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 3, SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ 5d NAILS 9 6" O.C. SECURE RIM TO EACH J015T W /(2)86 NAILS 4. FLOOR J0157 BLOCKING AT FLOOR SHEATHING PANEL EDGES (48" O.C.J SECURED TO SILL PLATE W/ (3) Sd TOE NAILS 5, 2X PRESSURE TREATED SILL PLATE U.N.O. IN SHEAR WALL SCHEDULE 6. 14 REBAR HORIZ. e 12" O.G. W/ (1) -4 REBAR IN UPPER i2" OF STEM WALL 1. Na" DIA. ANCHOR BOLT - 12" O.C. U,N.O. IN SHEAR WALL SCHEDULE W/ EMBEDMENT A -4 VERTICAL5 m 48" OC, W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET SETTING PERMITTED 9. (2) 04 REBAR CONTINUOUS IN FOOTING 24" a 3 STORY 811 FOUNDATION 5TEM WALL SCALE %4' " =1 I. s /e' DIA. ANCHOR BOLT 9 12" OC. ONO. IN SHEAR WALL SCHEDULE W/ 1" MIN. EMBEDMENT 2, 2X PRE55URE TREATED SILL PLATE UNO, IN SHEAR WALL SCHEDULE 3. 5HE4R WALL EDGE NAILING PER SHEAR WALL SCHEDULE 4. 4" CONCRETE SLAB OVER 4" COMPACT FILL 5, FINISH GRADE OR SLAB 45 OCCURS 6. -4 HORIZ REBAR 9 12 OC W/ (I) -4 REBAR IN UPPER 12 OF STEM WALL 1_ •4 VERTICALS a 48 OC W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET 5ETTING PERMITTED 8 (2) 04 REBAR CONTINUOUS IN FOOTING 9. INSTALL DAMPPROOFING OR WATERPROOFING PER IRC R406 WHERE INTERIOR SLAB 15 BELOW EXTERIOR GRADE 24" m 3 STORY 811 STEM WALL AT 5LA5 ON GRADE SCALE: 3 /a' =1' (5) I. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL SCHEDULE 2. JOIST PER PLAN SECURED TO SILL PLATE W/ (2) Sd NAILS 3, SOLID CONTINUOUS RIM BOARD W/ (2) Bd NAILS TO EACH J015T 4, JOIST BLOCKING SECURED TO SILL PLATE W/ 8d NAILS AT 6" OC. 5. STEM WALL PER PLAN CANTILEVER AT STEM WALL SCALE: %4"=I' a., J 4 rI I ... I. FOOTING PER PLAN 2. PROVIDE -4 BAR(5) WITHIN UPPER 12" PER STEM WALL DETAIL 3, VERTICAL REBAR SPACED PER STEM WALL DETAIL 4. •4 REBAR SPLICE BAR (4) STEP 1 (2) Q 3" TYP. x 2 w Q o STEP iQ e xr " L N 24" TYP. 24" YP. Q (3) 5TEP ELEVATION 3" 1YP. STEPPED FOOTING AT SLOPED LOT A2 4rN- • n� L.L 0 A U) 0 L� 1 L W m J Q N 0 / U N Z �A J` Q�R j aF sH,y qlo R E 37172 FE ONAL 0'0 0, / 2� J 00 J ° T � N Ln N co 00 oc) .� (m N Q (7 U �1 U ': aoo •� O m C) a) N m W 0- T L Lo N CAN w C (`') REVISION DATE: IN!T: PROJECT •: L S2 DATE L 2 -13 -2013 INIT: MM 5 PROJECT 917 6x12 6 x 12 1 2x STUD WALL W/ 645E PLATE NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. JOIST PER PLAN SECURED TO TOP PLATE It (2) fld NAILS 4, 50LID CONTINUOUS RIM BOARD W/ (2) 86 NAIL TO EACH J015T 4 TOE NAILED TO TOP' PLATE WITH 8d NAILS 9 6" O.C. 5, SHEATHING PANEL EDGE 4 EDGE NAILING PER SHEAR WALL SCHEDULE W/ 6IMF,96ON LTP4 m 45" O.C. IF SHEATHING JOINTS ARE �C4TED TO OCCUR ON THE RIM, THE SIMPSON LTP4 MAY BE ELIMINATED FLOOR JOIST SEARING AT STUD WALL SCALE: %4''-1' FLOOR JOIST AT H4 1 SCALE: %4 " -1' JOIST CANTILEvER SCALE: %4`ml' 1. 2x STUD WALL W/ BASE PLATE NAILING PER 645AR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. FLOOR JOIST PER PLAN W/ SIMPSON LU5210 OR U5P JL210 HANGER 4. BEAM PER PLANT 5. WALL SHEATHING: CONTINUOUS OVER BEAM W/ EDGE NAILING PER SHEAR WALL SCHEDULE 6. J015T BLOCKING ° FLOOR 5HEATHING PANEL EDGES (48" 00) SECURED TCD TOP PLATE W/ (2) ad NAILS I. B45E PLATE NAILIWG AND EDGE NAILING PER SHEAR WALL SCHEDULE 2. JOIST PER PLAN 5FCURED TO SILL PLATE W/ (2) Od TOE NAILS 3. SOLID CONTINUOUS RIM BOARD W/ (2) 8d WAILS TO EACH JOIST 4, JOIST BLOCKING SECURED TO TOP PLATE W/ ad 'TOE NAILS AT 6" O C. 5, 2x 5TUD WALL OR BEAM PER PLAN (U 1 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, EDGE NAILING PER SHEAR WALL SCHEDULE 3. JOIST BLOCKING o FLOOR SHEATHING PANEL EDGES (48" O.C) SECURED TO TOP PLATE W/ (2) ad NAILS 4. SOLID CONTINUOUS RIM BOARD W/ (2) ad NAILS TO EACH JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS a 6" OC. 5, 51LEATHING PANEL EDGE 4 EDGE NAILING PER SHEAR WALL SCHEDULE W/ SIMPSON LTP4 9 48" O.C. IF SHEATHING JOINTS ARE CATED TO OCCUR ON THE RIM, THE 51MPSON LTP4 MAY BE ELIMINATED FLOOR JOIST PARALLEL TO STUD WALL SCALE: %/W -1' 2x SHEAR WALL 450VE (45 OCCURS) PER SHEAR WALL SCHEDULE. 2. 2X JOIST BLOCKING SECURED TO TOP PLATE W/ 8d TOE NAILS 9 6" O,C, 3. FLOOR JOIST PER PLAN SECURE TO TOP PLATE W /(2)8d TOE NAILS 4. 2x SHEAR WALL PER SHEAR WALL SCHEDULE FLOOR JOIST AT INT. SMEAR WALL SCALE, %4 " =I (2) I. BEMs PER PLAN 2. DEL 2x TOP PLATE It SIMPSON MSTC20 STRAP ON TOP FACE 3. KING STUD Wl (b) -16d NAILS TO BEAM (STAGGERED) EACH SIDE 4. 2X HF"2 STUDS W/ PLYWOOD OR 055 FILLER AS NEEDED 5, NAIL PLIES OF BUILT UP 2x POST WITH 10d NAILS m 12" O.C. (STAGGERED) (1) 6x BEAM 4x BEAM SUIT UP POST AT BEAM SCALE. stz FLOOR FRAMING PLAN - ALL DOOR /WINDOW HEADERS TO BE 4X10 OR 6X8 DF #2 AT BEARING WALLS , U.N.O., 6' -0" MAX. SPAN SCALE 1 1411: P -0u - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 @ PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, THAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDK,ATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. - PROVIDE SUPPLEMENTAL BLOCKING IN FLOOR CAVITY BELOW SUPPORT POSTS FOR GIRDERS AND BEAMS AND PROVIDE MATCHING POSTS IN WALL BELOW (2) Lr� 1 O A U) L� W J Q N �/ Lr 1 U N � Z � Q �A J i fp k 31l72 9 �4 .<+ E01, it,F' S1F' ES'SIONAL Z' J J C° t o 04 C ai�M •i 00 00 y N C = Z U Q> M VU` > OD V 0000 Q) .� �% r W N O � Q) 04 rn C = CL T a L r o � o� E � E i� C N M LL pPROJECT DATE 2 -13 -2013 NIT: MM mohommommomms PROJECT': ell ROOF FRAMING PLAN 2x4 6' 8" TO 9' -1" 2.6 - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BAYS SCALE 1/411 e P-011 - ALL MANUFACTURED TRUSSES: 2x10 • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL 2x12 • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION LL =30P5F 4 DL =IOPSF • SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION Ra0251(3) FOR HE n) • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - PROVIDE TRUSS LAYOUT AND SPECS ON SITE: FOR INSPECTION. - ALL BEAMS AND HEADERS TO BE 4X10 OR 6X(8 OF #2 AT BEARING WALLS, U.N.O., 6' -0" MAX. SPAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - PROVIDE SUPPLEMENTAL BLOCKING IN FLOCIR CAVITY BELOW SUPPORT POSTS FOR GIRDERS AND BEAMS AND PROVIDE MATCHING POSTS IN WALL BELOW I. TRU55 W/ ROOT SHEATHING PER PLAN 2, 2x BLOCKING 40E NAILED TO PLATE W/ (3) 0d NAILS (OPT. I) OR ATTACHED W/ (1) 51MP50N REG PER BLOCK (OPT. 2) APT. 1 3, EDGE NAILING 4. 6IMP60N H25 4 EACH TRU55 INSTALLED PER MFG. SPECS. 5, 2x STUD WALL OR BEAM PER PLAN =EACPTRUS5 DELETED TUTED 7PT, 2 (OPT. 2) ROOF TRUSS AT BEARING SCALE: %d' =1' 1. GIRDER TRU SS PER PLAN 2. VALLEY TRUS5E5 OR CONVENTIONAL- OVERFRAMING 3. ROOF SHEATHING CONTINUOUS BELOW OVERFRAMING. TRUSS TOP CHORDS IA/O SHEATHING SHALL BE BRl4CED W/ 2x4 a 24" OC. ATTACHED) W/ (2) 106 NAILS PER TFU55 4. ROOF TRUSS PER PLAN 5, 51MP50N HUS2* OR U5P THD26 FACE MOUNT HANGER UN O. PER TRU55 MANUF. CzIRDER TRUSS AT OVERFRAMING SCALE: 3 /4" =I' (3) I. BEAM PER PLAN 2. WOOD P06T OR COLUMN PER PLAN 3. SIMPSON ACE POST CAP UNO. 4. SIMPSON AC P05T CAP U.N.O. 5. BEAM SPLICE A9 OCCURS 6, MITER CUT BEAMIS AT CORNER CONDITION PLAN VIEW AT CORNER WOOD H4 1 AT WOOD POST SCALE: )14' =1' CiA5LE ENE) TRUSS SCALE: %4" z I' VALLEY' FRAMING SCALE: %" =I' I. 2x4 OUTRIGGER a 48" O.C. 2. GABLE END TRU55 W/ SHEATHING PER SHEAR WALL SCHEDULE FOR WALL BELOW 3. 2x DIAGONAL BRACE a SET OC. 4, SECURE BRACE T 2x BLOCKING W/ (3) IOd NAILS 5. SIMPSON A34 AT 2x BRACE 6. ATTACH GABLE TRU55 TO BACKER BOARD W/ IOd NAILS a 6" O.C. 1, 2x CONTINUOUS BACKER BOARD SECURED TO TOP PLATE W/ IOd NAILS a 6" O.C. 8, ROOF TRUSSES a 24" Or. PER PLAN CONVENTIONAL 2x OVER FRAMING a 24" O.C. W/ (4) Ibd TOE NAILS TO VALLEY PLATE (SEE BELOW FOR RECOMMENDED SIZES BASED ON SPAN) 2, EDGE NAILING 3, 2x VALLEY BOARD TO MATCH RAFTER W/ (2) 16d NAILS PER TRU55 4, ROOF TRU55 TOP CHORD OR RAFTER PER PLAN 5, CONTINUOUS SHEATHING BENEATH OVERFRAMING OR 2x4 BRACING a 24" OC. W/ 2 -16d NAILS PER TRUSS, FOR RAFTER SPANS BELOW USE THE FOLLOWING SIZES: 0'-0" TO 6' l" 2x4 6' 8" TO 9' -1" 2.6 9' -8" TO 12' -2" 2x8 12F-3" i0 14' -10" 2x10 14' -11" TO 11' -3" 2x12 (ASSUMES RAFTERS a 24" O.C. LL =30P5F 4 DL =IOPSF PER TABLE Ra0251(3) FOR HE n) 0 I. 2x STUD WALL W/ SHEATHING e NAILING PER SHEAR WALL SCHEDULE 2, JOIST PER PLAN SECURED TO PLATE Al (2) 8d NAILS_ 3. 2X RIM BOARD MINIMUM W/ INVERTED LUS HANGER TO JOIST 4, JACK/MONO TRU55 PER PLAN W/ LUS HANGER TO RIM S. JOIST BLOCKING TOE NAILED TO TOP PLATE Al 8d NAILS AT 6" O.C. 6. 2x STUD WALL OR BEAM BELOW PER PLAN 1. ROOF DIAPHRAGM EDGE NAILING PER PLAN 8.2X BLOCKING BETWEEN TRUSSES ATTACHED TO WALL W/ IOd NAILS STAGGERED AT 6" O.C. S. 2X BLOCKING BETWEEN STUDS W/ A34 AT EACH END ROOF TRUSS TO RIM AT CANTILEVER SCALE: %i' =1' Lr� 1 0 U) L� 1 W � J Q N D�// 1 0 N � Z 4� WAS O q 3'11'12 9 <V , FCISTEP`E SSIONAL J J 0° ° � N C /M Y •L ?� Ln co CO 7 04 acL�� Z Q U M 00 Q) �% r W N U) O M c i CN (D C = L T iLo t �a E m 't c:) M W REVISION DATE: INIT: PROJECT': S4 DATE 2 -13 -2013 E INIT: MM 5 PROJECT ^. 9ll PATIO FAMILY ROCM I I cover � ivar.�o ex IT�GHEN - -T $ I o LSTHDBW I� 2 CA GARAW iSTHD5RJ —�a�INE A —� HDU6 AT 4X6 P06T / / ?W/ 55TI526L ANCHOR /' (24 "EMBED REG'D)� OAR _ILA c I IAIN FLOOR SMEAR WALL KEY PLAN SCALE: 1/5"4-0' X m 51MP5ON HUC66 TO SOLID FRAMING IN WALL TJI 110 I- JOISTS e 16" X 19'4" GLB. (LOW) 6x6 DF W POST X IB GLB, rT'OP Fl 51MP6ON 4GU55.50)/14 H, 6k6 Df _ - -- - -- — 6 X 12 MFR, MONO TF A6 PER MFG. DF Fl POST / FRAMING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SGALE ; 1 /411 0 - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO FXEST ON UNDISTURBED SOIL - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, THAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST L4YOUT AND SPECS ON SITE FOR INSPECTION. - PROVIDE SUPPLEMENTAL BLOCKING IN FLOOR CAVITY BELOW SUPPORT POSTS FOR GIRDERS AND BEAMS ROOF FRAMING PLAN In //77� 5GALE /a "= 1' -011 - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BAYS - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION Z • SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. - ALL BEAMS AND HEADERS TO BE 4X10 OR 6X8 DF #2 AT BEARING WALLS, U.N.O., 6' -0" MAX. SPAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BE -ING SUPPORTED (U.N.O.) - PROVIDE SUPPLEMENTAL BLOCKING IN FLOOR CAVITY BELOW SUPPORT POSTS FOR GIRDERS AND BEAMS AND PROVIDE MATCHING POSTS IN WALL BELOW 5 PER Mr. 5PEC5. TTP. In LPL 0 Z 0 � U 0 W � N 0 Q N U Z / n 4� M was ) Y� i QUO R 37172 / ec/sTeRE SSIONAI. EHG dF' lq i 2!' J J 00 ° N •L L0 co co W 00 Y 0 04 Z U Q> M �U\ > W V 0000 a`) M a) W N L O C N m � CL >, _c Lo •0) E i7CD C N M w PPROJECTD41E Z -13 -2013 INIT: MM PROJECT M: 911