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3153-3T PlanGENERA(_ NOTES BUILDING CODE: 2009 INTERNATIONAL BLDG, CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRCA AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REIDUCIBLE) FLOOR DEAD LOAD = 15 PSF W IND LOAD = 85 MPH WIND SPEECD, EXPOSURE "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: v OCCUPANCY GROUP: R -3 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM SNOW SPEED DESIGN WALL 4X DF -L 2 - FE,-900 pal, Fv =180 psi, Fc =1350 psi, E =1600000ps1 LOAD (mph) CATEGORY WEATHERING FROST LINE pEPTu TERMIITE I WINTER( LAYMEN? HAZARDS UNDER DESIGN RDS (FREEZING IANNUAL TEMP. I REQUIRED I I INDEX I TEMP 26 1 NO PH CONTRACTOR SHALL VERIFY ALL NOTES, C)IMENSION , e CONDITIONS PRIOR TO CONSTRUCTION. IT 15 THE CONTRACTOR'S RESPONSIBILITY AO IDENTIFY ALL OMISSIONS AND /OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WQRp,, DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT TARE NOT INCLUDED IN TH15 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 TRUSS DESIGNS AND LAYOUTS - HVAC SYSTEMS DESIGN - ELECTRICAL PLAN5 e 51­EGIPIOATIC�NS (IF REQUIRED) SITE WORK 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" 0F111NIMUM) 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 "xYx3" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN V OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.G. UN.O. WITH MIN. 1" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR U5P STEEL CONNECTORS CONCRETE MINIMUM COMPRESSIVE STRENGTH OR CONCRETE PER TABLE R402.2 MINIMUM GOMPRE551VE STRENGTH (Pc) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED 2500 psi TO THE WEATHER F' BASEMENT SLABS t INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2,500 si FLOOR SLAB. F' BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR (WALLS ✓I OTHER 3,000 psi (6% air entrained VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER PORCHES, CARPORT SLABS t STEPS EXPOSED 3,000 pal (6% air entrained ./- 1 %) TO THE WEATHER a GARAGE FLOOR SLAB. CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORGEING STEEL TO COMPLY- WITH ASTIM 4615 GRADE 60. CARPENTRY' GENERAL ALL NAILING TO COMPLY WITH REQUIRIEIMENTS OF IRC TABLE R602.30U ALL WOOD IN CONTACT WITH CONCRETE i0 BE PRE515URE TREATED. FIELD GUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE 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, STAINLESS STEEL, SILICON BRONZE, OR COPPER 6" MIN. CLEARANCE BETWEEN WOOD ANED EARTH. 12" MIN, CLEARANCE BETWEEN FLOOR BEAMS AND EARTH, IS" MIN. CLEARANCE BETWEEN FLOOR J(0I5T AND EARTH, FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHAL -L BE OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL (DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS) ad COMMON (0.131" DIA., 2 -1/2" LENGTH), 8d BOX (0.113" DIA, 2 -1/211 LONG), 10d COMMON (0.148" DIA., 3" LONG) 10d BOX (0.128" DIA., 3" LENGTH), 16d COMMON (0.1(2" DIA, 3 -1/2" LONG), 16d SINKER (0.148 DIA, 3 -1/4" LONG) 56 COOLER (0.086" DIA., 1 -5/8" LONG ), bd COOLER (0.092" DIA., 1 -1/8" LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCT° ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUIMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN (MINIMUM PROPERTIES: JOISTS: WOOD T�� 2X4 HF "2 - Fb ='5l5 psi, Fv =150 psi, Fc =1300 psi, E= 1300000ps1 2X6 OR LARGER HF "2 - Fb='g15 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi BEAM WALL 4X DF -L 2 - FE,-900 pal, Fv =180 psi, Fc =1350 psi, E =1600000ps1 6X OR LARGER DF -L 2 - F6=815 psl, Fv =110 psi, Fc =600 psi, E= 1300000psl STUDS U -FACTO 2X4 HF 02 - Fb =915 psi, Fv =150 psi, Fc =1300 pal, E= 1300000psi 2X6 OR LARGER HF 2 - Fb ='1315 del, Fv =150 psi, Fc =1300 psi, E= 1300000psi POSTS 4X4 HF "2 - Fb='9l5 psi, Fv =150 psi, Fc =1300 psi, E= 1300000ps1 4X6 OR LARGER HF 2 - Fb ='915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000ps1 6X6 OR LARGER Dr-L'1 - Pld =1200 psi, Fv =110 psi, Fc =1000 psi, E= 1600000ps1 GLUED - LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPAN5 8: 24F -v8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PRCOPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 6`50 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 ICS EVALUATION REPORT. BEAMS DESIGNATED AS "P5L" 514AL L_ HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = TP,O P51 (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,600 P51, Fv = 285 PSI, Fc = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS "LSL" SHAL -L, HAVE THE MINIMUM PROPERTIES: Fb = 1,100 PSI, Fv = 400 PSI, Fc = 6.80 PSI (PERPENDICULAR), E = 1,300,000 P51. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED Av FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L14.80, FLOOR TOTAL LOAD MAXIMUM = L/240. WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTION$ SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARPENTRY (CONTINUED) 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 e STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUS5 BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRU55 MEMBER BRACING SHALL BE INSTALLED PER THE TR1U56 DESIGN DRAWINGS. ROORWALLJFLOOR SHEATHING TYPICAL WALL e ROOF SHEATHING SHALL BE 1116" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON 9 6" O.C.. PANEL EDGES AND 12" O.G. IN FIELD UN.O. ON 5HEARWALL SCHEDULE. SPAN INDEX SHALL BE 2410 FOR WALL5 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. s PANEL EDGES AND 12" OC, IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. 50 N5�LATION AND MOISTURE CEILING VAULTED PROTECTION WALL WALL FLOOR GENERAL MAINTAIN I" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. U -FACTO INSULATION BAFFLES TO EXTEND 6" ABOVE GATT INSULATION CEILING INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION IN? INSULATE BEHIND TUB5 /6HOWERS, PARTITIONS AND CORNERS FACE - STAPLE FACED BATTS WU FRICTION -FIT UNFAGED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS RTICAL R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE BELOW MEMBRANES INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF - CEILING ASSEMBLIES, WALL () ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME - SPREAD INDEX NOT TO In EXCEED 25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXGEPTI ONS: O M NT -5 AD AND SMOKE -DEVEL PE E INSTALLED SPACES, THE FLAME PRE I. WHEN SUCH MATERIAL ARE LLED IN CONCEALED GRADE LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED i� IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED 5UFdFACE OF THE CEILING, FLOOR, OR WALL FINISH. I. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING 032 WITH THE REQUIREMENTS OF IRC R3163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE - DEVELOPED 010 INDEX OF NOT MORE THAN 450, INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, G45KETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL 10.006'7 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WALL FLASHING APPROVED CORROSION - RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR AT 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. N THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORRO5ION- RE515TANT FL451LINGS 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, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -1/8" (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DOO 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 OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER 5TUCG0 OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND 5ILL5. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM, 5. 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. DRAFTSTOPPING 4 FIRE E3I=0CKING DRAFT5TOPPING WHEN THERE 15 USABLE SPACE BOTH ABOVE 8 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING A55EMBLEY, DRAFTSTOPS SHALL BE INSTALLED 50 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEEL DRAFT5TOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE t A CEILING MEMBRANE BELOW, DR4FT5TOPPING SHALL BE PROVIDED IN FLOOR /CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING. 2, FLOOR FRAMING 15 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 850212.1 FIREBLOCKING FIREBLOGKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (50TH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE T ROOF SPACE. FIREBLOGKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R31112. 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5, FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. r, FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT 5EPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R602.8.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED 45 A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. FOUNDATION WATERPROOPING 4 DAMPROOPINCi DAMPROOFING EXCEPT WHERE REQUIRED BY 5EC. R4062 TO SE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LA55 THAN I" PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARSING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. BITUMINOUS COATING 2.3 POUNDS PER 5Q. YD, OF ACRYLIC MODIFIED CEMENT 1 J" COAT OF SURFACE BONDING CEMENT COMPLYING WITH A57N C 88l 4. ANY MATERIAL APPROVED FOR WATERFFOORING IN SEC. R4061 5, OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARSING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. FOUNDATION WATERPROOFING DAMPROOFINe (CONTINZD� WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN 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. WALL5 SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. L 2 -PLY HOT MOPPED FELT 2.5S POUND ROOF ROLLING 3. 6 -MIL POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5.40 -MIL POLYMER- MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT 1 J" CEMENT- BASED, FIBER - REINFORCED, WATERPROOF COATING S. 60 -111 5OLVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC- SOLVANT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR IOF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICIF WALLS 15 PERMITTED, GOLD - SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF AS7M D 449, HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LE55 THAN 200 DEG, E ALL JOINT5 IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS WINDOWS AND 5KYLIGHT5 ENEP AL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 51 50. FT, WITH MINIMUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24 ". (FINISHED $ILL HEIGHT SHALL BE MAXIMUM 44" ABOVE FLOOR GAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER PC SECTION 8308.4 I. SIDE HINGED DOORS EXCEPT JALOUSIES 2, SLIDING GLASS DOORS AND PANELS IN SLIDING 8 BI -FOLD CLOSET DOOR ASSEMBLIES 3. OR M DOORS S 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING R E THE EXPOSED EDGE WITHIN A 24" G OF EITHER VERTICAL TICAL EDGE OF A DOOR IN THE CLOSED POSITION 8 BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE 6. GLAZING GREATER THAN 9 SF. AND LESS THAN 18" ABOVE FINISHED FLOOR T. GLAZING IN GUARDRAILS 8. GLAZING LESS THAN IS" ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS 8 RAMPS WITHIN 36" HORIZONTAL OF WALKING SURFACE AND 60" ABOVE ADJACENT WALKING SURFACE MECHANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED B Y ANAPPROVED AGENCY AND INSTALLED TO LISTED SPEC IF [CAT IONS. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS 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 SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED 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 LEAST IS INCHES ABOVE THE FLOOR LEVEL. VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTIONS 302 OR 303 OF THE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ). MINIMUM SOURCE- SPECIFIC VENTILATION 15 REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm G. 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 AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE 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 HOUSE VENT SYSTEM WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR HEATING SYSTEM PER TABLE 3 -2 OF 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) 2006 WASHINGTON STATE ENERGY CODE - TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS OPT( GLAZING GLAZING U- FACTOR DOOR CEILING VAULTED WALL WALL WALL FLOOR SLAB AREAS U -FACTO CEILING ABOVE IN? EXT. ON WU % RTICAL vERHEA GRADE BELOW BELOW () GRADE In FLOOR Z WJ GRADE GRADE i� I. 10% 032 0.58 010 R -38 R -30 R -15 R -15 R -10 R -30 R -10 11. 15% 035 .058 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 III. 25% 0.40 0.58 0.20 R -38 R -30 R -21 R -15 R -10 R -30 R -10 GROUP RI ! R2 3n U =0.031 U =0034 U =0.051 U= 0.029 OCCUPANCIES V m ONLY N w z u C o e� u IV UNLIMITED 035 0.58, 010 R -38 R -30 R -21 R -21 R -10 R -30 R -10 GROUP R3 a R4 UPDATE LATERALS DATE: OCCUPANCIES INIT: E1, 7 PROJECT "+ ONLY 06.441 V UNLIMITED 0.35 0.58 020 R -38 R -30 R -21 R -15 R -10 R -30 R -10 GROUP RI a R2 U =0031 U =0.034 U =0051 U =0.025 OCCUPANCIES ONLY APIPRUVED r- FILE LW 1 1A Z N W WU Lo r, () W In Z WJ i� J Wm om v �Q E_ m � �m�wDcyw rn� „w °„ �.�oosb QOG QO v � NQ Tq Q= w .R0 Qaz�Z �� u tv ud Vz E'Eohw qEw - a°��p°a� - s� r ���u9 Ro3U?��U3 r, 0 v� 3n W a LL V m N w z u C o e� u REVISION DATE: INIT: PROJECT h 06,441 1 -12 -01 JL5 CITY OF LACEY 2 -1 -202 MM UPDATE LATERALS DATE: INIT: E1, 7 PROJECT "+ 06.441 NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL 5GHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR kALL INDICATED IN THIS PLAN. FOUNDATION VENTILATION USE 14" x 7" SCREENED D (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 .52 134 - 4.48 528 = 8.6 VENTS REQ'D (9) VENTS REQUIRED 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. -. 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. O18 P.T. POST ON 18" DIA. X 8" THICK CONC. FOOTING co O24 P.T. POST ON 24" DIA. X 12" THICK CONC. FOOTING ❑� P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 30 ❑� P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 36 J P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY 42 FOOTING SIZES BASED ON 1500 PSF SOIL BEARING CAPACITY Is m m 4 e e e � 0 40'-0" 23' -0" 22' -6" a'-411 _ I 124 L -124 D SLAB ON GRADE 0 4" GONG. SLAB ON ONE VENT IS RQUIR D p 4" COMP, FI TYP. z WITHIN 3' -0" OF u o EVERY CORNER SEE SHEAR WALL KEY PLANS ON 5HEElr SI FOR u HOLDOWNS/LOCATIONS AT FIREPLACE OPTION I s2 N m �N 52 S2 e x 4XIm _ 4X10 t24 - _ 4x10 -__ 24 - _2 N — - 24 _ _24 — - 24 _ _ F O ; ~� CRAWL 5FACE IS" MIN. W/ 6 MIL BLACK O VAPOR BARRIER TYP. 52 62 4X10 4X10 7777 24 4 2 44 y 0.. ABOVE 3' ALIGN W/ -4' ETG. -1 BLOCK OUT 4XIm I T2 2' 6" 5' 6" 4XIm_ 51-61, I I\ FOR MECH. _ 4X10 FA D5 ANCHOR y 6"' MBEDMENT v 24 12'- -24" X 18" MIN. CRAWIL SPACE ACCE°. -6" B' -2" II' 4" _ ALIGN W/ POST ABOVE 4XIm. L J 24 y -6 y -6 X24 2'- H — C L S? Li J'4�' n I SLAB ON W 36 - GRADE z 4" CONC, SLAB ON ° 7 4" COMP, FILL TYP. 2'-0 R" STHDI4RJ — u F - -- m 0 RIM (9)f m e SLAB ON GRADE �I 4" GONG, SLAB ON 4" COMP. FILL TYP. SLOPE 31/16 " /FT TOWARD DOORS 44 II CONT. FOOTING 3 rHDl4 5- 14D14 - - - -- - 6 10 1012 1/�'_' _ _ -- _ - _ 16 3 R.O. 13.0 ". .I dd 20- 40'-0" FOUNDATION FRAMING PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST 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 SUPPOIRTED (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 LAYOUT AND SPECS ON SITE FOR INSPECTION. SCALE : 1/411_ I'_0" e e s v a ro N * "I co Lo ro \ / Z J v 6 Ola s- �2q R us IL =a' v0 9 - N Is Q A 'a ' p Z E- q E W o.�vaz`3 t.a �b O at � e � v C 3n � px � au w 0 N V Y cu H o z 6 C o B(L REVISION DATE: [NIT: PROJECT" 06,441 1 -12 -01 JLS GTY OF LACEY UPDATE 2 -1 -2012 MM LATERALS 2 JINIT 7 HANDRAIL TO BE CONTINUOS MAIN FLOOR: 1344 I/4" MIN. FOR FULL LENGTH OF FLIGHT UPPER FLOOR: 1809 SF. TOTAL: AI HANDRAIL - - -- 83115.62 SF. GARAGE: 468 SF. BALUSTERS TO CONFORM v WINDOWS: 354.5 TO IRC. SEC, 8312.2 DOORS W/ MORE THAN 50% GLAZING: 46.5 SF. TOTAL: MIN. -1114" MAX - -- - - SF. GLAZING PERCENT: 12.7 % WOW SF / FLR SF. ( %) Q NOSING O 0 Z R311,43 p o Q LANDING T EXTERIOR DOOR AY SHALL w = z NOT BEM RE THAN 13q" BEL W THE TOP O Z L o RAILING, THRE5H0 D PROVIDED THE OCR, OTHER m 0 THAN EXT RIOR STORM OR S REEN DOOR5 m e DOES NO SWNG OVER THE L HONG. IRC I0" MIN, - R31143 q READ WRAP P.r, 6 , 6 Q V BELOW STAIR INSTALL 1112" L_e5 GWB o CEILING, AND WALLS POST TO 12" COLUMN m° - (3) 2XI2 STRINGERS 9,060 _ XO FIRE BLOCKING mMID -SPAN AND ON 18" BASE TYP. IN STUD WALLS ALONG AND IN LINE 0" - -- -- -- - --"v- - - - -" - - -- _ WITH STRINGERS IF AREA UNDER 2' 4" 0" - -- STAIRS IS UNFINISHED 2X4 THRUST BLOCK 13'_4" - -- IN TER OR STAIR NOTE5: - HANDRAILS MUST NOT PROJECT MORE THAN 411/z" INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R3115.1 4 TABLE R3015 - 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 R3036 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING, IRC SECTION 83122 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION 831151 - STAIR 4 STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36" (31y" CLEAR IF ONE HANDRAIL, 4 21" CLEAR IF 2 HANDRAILS. IRC SECTION R3115.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX - RADIUS OF 9 /I6 ". THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 1112" IRC SECTION 8311533 - RI5ER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN IRC SECTION R31153.142 - NOSING 15 NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11" IRC SECTION 8311.53.3 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELL:'NG. IRC SECTION R303,6 4 R3036.1 - A MAXIMUM SLOPE OF 1:48 (2 %) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION R311.55 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE, IRC SECTION R3115.32 - WINDER TREAD DEPTH OF 10" WITH IN 12" OF THE INSIDE. IRC SECTION 8311.5.32 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LE55 THAN THAT OF STAIR SERVED IRC R31154 - LANDING SHALL NOT BE LE55 THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R3i154 OSTAIR DETAIL NOT TO SCALE 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 WOW PER7ORMED BY THE CONTRACTOR NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND /OR !N5TRUCTION5 PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. AREA SUMMARY MAIN FLOOR: 1344 SF. UPPER FLOOR: 1809 SF. TOTAL: 3153 SF. GARAGE: 468 SF. GLAZING SUMMARY v WINDOWS: 354.5 SF. DOORS W/ MORE THAN 50% GLAZING: 46.5 SF. TOTAL: 401 SF. GLAZING PERCENT: 12.7 % WOW SF / FLR SF. ( %) CONCRETE CANNOT BE POURED DIRECTLY AGAINST WOOD. WOOD SIDINGS, OR MANU`= ACTURED SIDING PRODUCTS. ^� s CONCRETE CAN BE POURED AGAINST WOOD IN SIKH A MANOR AS 10 PREVENT ENTRI' OF WATER INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS 0 WHEN FLASHING AND FELT PAPER HAVE BEEN APPLIED OVER THE WOOD, WITH WOOD) SIDING A I" VERTICAL CLEARANCE HAS TO BE MAINTAINED BETWEEN THE 51DINC5 AND THE CONCRETE. WITH MANUFACTURED 51DING, THE MINIMUM VERTICAL DISTAINCE OF I" HAS TO BE MAINTAINED OR AS STATED IN THE MANUFACTURE'S INSTAILLATION GUIDE. SIDING PRODUCT TUCK CORROSION RESISTANT METAL FLACHING UNDER SIDING GAP (VARIES) PER TYPE OF SIDING. I" MIN. -- - - SEE SIDING SPECIFICATIONS SLOPE CONCRETE alp AWAY FROM BLDG. (1/4" PER FOOT MAX SLOPE FOR / LANDINGS) CORROSION RESISTANT METAL 26 GA. FLASHING \ \/ OVER 15# FELT INSTALL BETWEEN CONCRETE AND WOOD. EXTEND FLASHING UP WALL FRAMING AND ONTO CONCRETE FOUNDATION. R703.8 WOOD TO CONCRETE FLASHING DETAIL SMOKE DETECTORS ()SD INSTALL SMOKE DETECTORZS PER CODE VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRC TABLE 1507.3 SYMBOL KITCHENS 100 CFM INTERMITTENT OR YY 25 CFM CONTINUOUS MECHANICAL EXHAUST CAPACITY 2 BATHROOMS - TOILET ROOMIS OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS VENTILATION RATE FOR WHOLE HOUSE F=AN TO BE 140 CFM MIN - 210 CFM MAX PER TABLE 3 -2 OF WASHINGTON STATE VENT 8 INDOOR AIR QUALITY HVAC CONTRACTOR TO SPECIFY LOCATION. - NOT TO SCALE I I v 4 514E 3'-2" DINING ROOM HARDWOO SLATE m 40' -0" 23'_0" _ 8'_4" 2 "8 , 4" 3S' -6" 36" MANOR CARPET TT_ m FLUSH HEARTH S 5' 8" 2' -4" a 4' -4' 668 r - S DEN/ GAS ospV ROOM CARPET I F I a� PROVIDE PRESSURE R VALVE TO EXTERIOR G INSTALL APPROVED EXPANSION TANK, Q w 26 8 W/H FURN. PER IRC 11032(2) z (OP11 NAL) (EACH OPENING SHALL HAVE v A FREE AREA OF AT LE ST - - — I PLATFO 18" A UJ p_ O v ALL APPLIANCES 2000 Btu /h OF ALL F{` - -. y APPLIANCES IN TH SPA E) D� -JIy- m Qz 4" BOLLAR SHOP AREA 4" CONC. - - OPTIONAL 3068 24" MIN. DOOR L CRA L SPACE ACC 55 SHEETROCK 4INSULATE UNDER STAIRS FOR OPTIONAL STORAGE 3068' 4 D 13/8" SOLID CORE OR 20 MIN. FIRE RATING e m 2 CAR GARAGE - - - - 4 CONC- - PROVIDE ONE LAYER 5/," GWB TYPE "X" A 1' CEILINGS COMMON WITH HABITABLE AREAS -WHERE THE SEPARATION IS A FLOOR- . CEILING ASSEMBLY, CLAD ALL SUPPORT COLUMNS, BEAMS AND WALLS WITH ONE LAYER ya" GWB -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO 105 FX LESS THAN �I," GWB ON THE GARAGE SIDE. e 166 XOX VIP p I O C - p e v �1 - F-2" pp TNRGSHOLD PROVIDED THE DOOR, OTHER THAN EXTERIOR STORM OR SCREEN DOORS DOES NOT SWING OVER THE LANDING. IRC - `9 `* 0 IF rr - - 1_2�� S 5' 8" 2' -4" a 4' -4' 668 r - S DEN/ GAS ospV ROOM CARPET I F I a� PROVIDE PRESSURE R VALVE TO EXTERIOR G INSTALL APPROVED EXPANSION TANK, Q w 26 8 W/H FURN. PER IRC 11032(2) z (OP11 NAL) (EACH OPENING SHALL HAVE v A FREE AREA OF AT LE ST - - — I PLATFO 18" A UJ p_ O v ALL APPLIANCES 2000 Btu /h OF ALL F{` - -. y APPLIANCES IN TH SPA E) D� -JIy- m Qz 4" BOLLAR SHOP AREA 4" CONC. - - OPTIONAL 3068 24" MIN. DOOR L CRA L SPACE ACC 55 SHEETROCK 4INSULATE UNDER STAIRS FOR OPTIONAL STORAGE 3068' 4 D 13/8" SOLID CORE OR 20 MIN. FIRE RATING e m 2 CAR GARAGE - - - - 4 CONC- - PROVIDE ONE LAYER 5/," GWB TYPE "X" A 1' CEILINGS COMMON WITH HABITABLE AREAS -WHERE THE SEPARATION IS A FLOOR- . CEILING ASSEMBLY, CLAD ALL SUPPORT COLUMNS, BEAMS AND WALLS WITH ONE LAYER ya" GWB -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO 105 FX LESS THAN �I," GWB ON THE GARAGE SIDE. e MAIN FLOOR PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/4 "= I' -011 - ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X6 BEARING WALLS , U.N.O., 6'-0" MAX, SPAN - ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2X4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - WINDOW HEADERS AT 7' -8" ABOVE SUB FLOOR, U.N.O. - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.C. (2X6 @ 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 ',m l/r Z J ? 6 0 m TO al mQ � �v��9cyO ,w a� °p�cEJ �M Q�QQ om`oN� ��bEwmaivz wL 23"�� y�mj �U�OC) '� =Sl =SN �bN w m `v B ^3 V � � � 3n t?O Q {A � JC 1/ N aLL (� w � s a _v �m H � ow REVISION DATE: INIT. PROJECT 06 441 -p -ID1 JLS CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE: 3 08 -08 -06 NIT: EL. 7 PROJEC'• 06.441 166 XOX VIP p I O C - LANDING AT EXTERIOR DOORWAY SHALL NOT BE MORE THAN 13/4" BELOW THE TOP OF e v F-2" TNRGSHOLD PROVIDED THE DOOR, OTHER THAN EXTERIOR STORM OR SCREEN DOORS DOES NOT SWING OVER THE LANDING. IRC - `9 `* 0 CONC 1_2�� R311,43 p o Fm— 36" HIGH RAILING, PER IRC. WRAP P.r, 6 , 6 L_e5 POST TO 12" COLUMN ON 18" BASE TYP. 0" 2' 4" 0" I' 6" 13'_4" MAIN FLOOR PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/4 "= I' -011 - ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X6 BEARING WALLS , U.N.O., 6'-0" MAX, SPAN - ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2X4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - WINDOW HEADERS AT 7' -8" ABOVE SUB FLOOR, U.N.O. - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.C. (2X6 @ 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 ',m l/r Z J ? 6 0 m TO al mQ � �v��9cyO ,w a� °p�cEJ �M Q�QQ om`oN� ��bEwmaivz wL 23"�� y�mj �U�OC) '� =Sl =SN �bN w m `v B ^3 V � � � 3n t?O Q {A � JC 1/ N aLL (� w � s a _v �m H � ow REVISION DATE: INIT. PROJECT 06 441 -p -ID1 JLS CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE: 3 08 -08 -06 NIT: EL. 7 PROJEC'• 06.441 1111, TJI 110 FLR J5T 9! 40.0" NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS AND CONDITIONS OF PROJECT AND REPORT ANT OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WOW. DE5IGNER SHALL NOT BE RE5PON6I5LE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. NOTE: REFER TO 5TRUCTURAL 5HEET5 FOR 5HE4R WALL 5CHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENGE5 AND /OR IN5TRUGTION5 PERTAINING TO EAGN 5NE4R WALL INDICATED IN THI5 PLAN, lu Im UPPER FLOOR FRAMING PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. 5GALE : pia " = I' ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X6 BEARING WALLS , U.N.O., 6-0" MAX. SPAN ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2X4 BEARING; WALLS, U.N.O., 6' -0" MAX. SPAN PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. 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 MEMBEIR BEING SUPPORTED (U.N.O.) - FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MANY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRC TABLE 1506.3 FSYMBOL KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS MECHANICAL EXHAUST CAPACITY BATHROOMS - TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS SMOKE DETECTORS LSD INSTALL SMOKE DETECTORS PER CODE UPPER FLOOR PLAN, © 2007 CASCADE RESIDENTIAL DESIGN, INC. SGALE : 1/411= V-01 - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - 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 DN FRAMING PLAN - FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. N PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) F7 N Lo Z Q J `O sm ra,U E� '°,��OV9�o `o i 61 N E� ' E� o N p� � m == it s u z m V �v� F60 � mr 3n b.Q f V) O X V� WB VV � a cu �m N N REVISION DATE= INIT: PROJECT 06441 1-12-01 JLS CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE: 4 INIT E.L. 7 PROJECT " 09,441 COMPOSITION ROOFING ON 15 "FELT UNDERLAYMENT ON 1/16" PLY OR 058 SHEATHING TYPICAL. PLATE s a+ N SUB FLOOR APPROX, GRADE u/ TIIIIIIII' 4" m CONT. TIGHTLINE �/ • / TO STORM SEWER Z 4" m PERF. PLASTIC FTG. DRAIN SET IN WASHED GRAVEL W/ FILTER FABRIC OVER n� L.L CONC. FTG, PER PLAN MFR. COMMON TRUSSES PER PLAN ® 24" O.C. PER MFG, SPECS, TYP. , ,,II��r11 * ' ■ GLUED 4 NAILED SECTION A G.WB ON CEILING TYP. R -30 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER TYPICAL. 1 1 'I MER. CATHEDRAL TRUSSES PER PLAN m 24" O.C. PER MFG, SPECS. TYP. INSULATION FLOOR JOISTS AS PER PLAN REA 00 © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/4 "= I' -Im" TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES - 15# ROOFING FELT - 7/16" SHEATHING RATED 24/16 - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN - R -38 INSULATION - 5/8" GWB. CEILING - 1/8" TO 1/4" MESH SCREEN OVER OPENINGS - NET OPENING AREA MINIMUM 1 /150 OF VENTED AREA OR 1/300 IF 50 % -80% OF VENTING NEAR TOP OR VAPOR RETARDER - PROVIDE 1" MINIMUM CLEARANCE BETWEEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION R806.3 TYPICAL WALL CONSTRUCTION - SIDING AND /OR VENEER PER ELEVATION - 7/16" PLY OR OSB SHTG.( U.N.O ) - TYVEK BUILDING WRAP OR EQ. - 2X6 STUDS @ 16" O.C. EXTERIOR WALLS U.N.O. EXTERIOR WALL NOTCH 25 %, BORING 40% 60% BORING IF DOUBLED & NOT MORE THAN TWO SUCCESSIVE STUDS. - 2X4 STUDS @ 16" O.C., INTERIOR PARTITIONS (2X6 @ 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 - 112" GWB. INTERIOR SHEATHING TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" T &G PLYWOOD SUBFLOOR (GLUE AND NAIL) - FLOOR JOISTS PER PLAN - R -30 INSULATION OVER UNHEATED AREAS NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITION5 OF PROJECT AND REPORT ANY OM1551ONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RE5PONSI5LE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR /—FLOOR J015% AS COMPOSITION ROOFING — 15' FELT PAPER - -- 1/16" SHEATHING ROOF FRAMING PER PLAN INSULATION BAFFLE -- VENTED BLOCKING AT REQUIRED BAYS 5/4 x 8 FASCIA - - -� CONTINUOUS METAL GUTTER FLASHING TO BE USED AT ALL — HORIZONTAL PROJECTIONS PER IRC R1033 (TRIM BANDS, WINDOW TRIMS, DOOR 4 GARAGE DOOR TRIMS, CORBEL ACCENTS, CRAFTSMEN STYLE BOXED COLUMNS, ECTJ 2x6 STUDS m 16" OC. - TYP. R -21 INSULATION - 1/16" SHEATHING - TYE. -- TYVEK WRAP - TYP — SIDING PER ELEVATION 'fl" T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN — WINDOW HDR, PER PLAN - 5/4 TRIM SURROUND - TYP. WINDOW W/ INS. GLASS - '14" T* PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN _ 5/4 X 10 TRIM BAND 2X P.T. WOOD SILL - 4" m CONT. TIGHTLINE TO STORM SEWER 2 x 6 STUDS 9 16 "o.c, W/ R -21 INSULATION SIDING PER ELEVATIONS ON TYVEK WRAP ON 1/16" PLY OR OSB SHEATHING. APPROX. GRADE REBAR PER DETAIL 6 MIL, VAP. BARRIER 4" m PER. PLASTIC FTG. DRAIN — SET IN WASHED GRAVEL W/ FILTER FABRIC OVER TYPICAL WALL SECTION- MFR. COMMON TRU: AS PER MFG. SPEC I SUBFL a+ N.T.S. IJ !11 a MFR_ CATHEDRAL'RU55ES & 24" Of. NOTE: 7/16" SHEATHING NOT REQUIRED ON EXT. WALLS WHERE TI -II SIDING IS SPECIFIED (UNLESS NOTED OTHERWISE IN THE SHEAR WALL SPECIFICATIONS) ROOF FRAMING PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/4 "= P -m" - ALL BEAMS AND HEADERS TO BE 6X8 OF #2 AT 2X6 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - ALL BEAMS AND HEADERS TO BE 4X10 DF #2 AT 2X4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O. - BEARING WALLS ARE INDICATED AS SHADED WALLS - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BANS - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION • SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. 0 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) N M\ u/ TIIIIIIII' �/ • / Z n� L.L � U O v 9 Q ° . m� `o�� am �, aa`fiOV9 tv oE N`o w ° a o Q F<� ° o m co o m�u9R'm'3 U? .-UZ � m Q m 3n A {A OU x , V - we -v s z N � V �i, p[ o 82 PROJECT': 06441 CITY OF LACEY UPDATE LATERALS p DATE: INIT: EL. PROJECT' 06.441 GOMPOcminv onnnuc 6 CONT. METAL GUT' 5/4 X 8 FASCIA B 5/4 X TRIM T 5/4 x 4 COf NOTE: - FLASHING TO BE USED AT ALL HORIZONTAL PROJECTIONS PER IRC R103: !TRIM BANDS, WINDOW TRIMS, DOOR 4 GARAGE DOOR TRIMS, CORBEL ACCENTS, CRAFTSMEN STYLE BOXED COLUMNS, ECU NG7TE- FL<ASHING TO BE USED AT ALL HORIZONTAL PROJECTIONS PER IRC R1032 ( TRRIM 5AND5, WINDOW TRIMS, DOOR 4 GARAGE DOOR TRIMS, CORBEL ACCENTS, C"T5MEN STYLE BOXED COLUMNS, ECT.) 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 PERI-ORMED BY THE CONTRACTOR COMPOSITION ROOFING 5/4 x 4 CORNER BD, TYP. PROVIDE FLA51HJNG PER DETAIL PER DETAIL DR TO GRADE N NOTE: APPROVEO NUMBERS OR ADDRESSES SHALL BE PROVIDED FRONT ELEVATION FOR ALL I VISIBLE BUILDINGS IN SUCH A PLAINLY WISIBLE AND LEGIBLE FROM POSITION E TO BE THE STREET OR ROAD I�`,7 FRONTING THE PROPERTY. SCALE : /a " = -11 -m" © 2007 CASCADE RESIDENTIAL DESIGN, INC. CL - VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING - MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. 6! O O Q � m - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL E 0 Qq QQ pvpNu� Q��TO ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS mw m-a` 0 m O - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED fi - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS �U 4IQZ ��-' u-6 pQ U - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION w - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM ���u9ILm aU?�UZ FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO EMSURE DRAINAGE AWAY FROM STRUCTURE a - FASTENERS TO BE HOT- DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS Q m 3 ,N. PRE - PAINTED G.I. "Z" R 45HIN AT ALL EXT. DOOR 4 WINDOW HEADERS, RIGHT ELEVATION © 2007 CASCADE RESIDENTIAL DESIGN, INC. ATTIC VENT TYP. 12 I x 2 TRM BD, ON 5/4 X 8 BARGE BD. TYP °. SCALE : 1 /a "= 1' —mn CON? METAL GUTTER ON 5/4 X 8 FASCIA 8D, TYP. 5/4 x 10 BAND BD, BEVEL 5'D ING PROVIDE FLASHING PER DETAIL 36" HIGH RAILING. PER IRC. N Lo rm ( Z J CL O 6� O 6 6! O O Q � m m u0i W `v ��os E 0 Qq QQ pvpNu� Q��TO .o NR iw mw m-a` 0 m O fi �U 4IQZ ��-' u-6 pQ U w ���u9ILm aU?�UZ a 0 m � m Q m 3 ,N. OX � m Y N � r h � Qi O Z N � REVISION DATE: INIT: PROJECT ": 06 441 1 -12 -01 JLS CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE: 6 [NIT E.L. 7 PROJECT " 06.441 i`nMOn C I T I nA I OnnC I A I/. E/4 x 4 COFNEI 5/4 x 10 NOTE: FLASHING TO BE USED AT ALL HORIZONTAL PROJECTIONS PER IRC F (TRIM BANDS, WINDOW TRIMS, DOOR GARAGE DOOR TRIMS, CORBEL ACCE CRAFTSMEN STYLE BOXED COLUMNS, CONT. METAL GUTTER ON 5/4 X 5 FASCIA BD. TYP, 3611 NIGH RAILING. - 5/4 x 4 CORNER BD. TYP. PER IRC. �� pil 1 5/4 x 10 BAND BD, 6" BEVEL SIDING PROVIDE FL PER DETAIL NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMI5510N5 / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. REAR ELEVATION © 2007 CASCADE RESIDENTIAL DESIGN, INC. ATTIC VENT TYP. 2 PER DETAIL DING SCALE : I /411_ 11 -011 I x 2 TRIM BD. ON 5/4 X 8 BARGE BD. TYP. COMPOSITION ROOFING LEFT ELEVATION © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/411= 11 -011 NOTE: FLASHING TO BE USED AT ALL 1. HORIZONTAL PROJECTIONS PER IRC R103.8 (TRIM BANDS, WINDOW TRIMS, DOOR 4 GARAGE DOOR TRIMS, CORBEL ACCENTS, 'CI RA75MEN STYLE BOXED COLUMNS, ECi) N `o rm • / Z nJ �.L �y�oo� E NQ Q�Qa �wpw Q"7: �C) 0 3 aw o� 9 m QN p � Q - o �- ��aj m Ogmw w Q9 -i4N U ww u 3 z 0, Q V v 3 n � H < x N aLL �� we \� m W Y s N Q REVISION DATE: [NIT: PROJECT 06.441 1 -12 -01 JLS CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE 7 IMT: EL, 7 PROJECT" 06 441 CONT. METAL GUT' 5/4 X 8 FASCIA E 5/4 x 4 CORNI III, X 2111, BEVEL 5/4 X 6 SILL TF IX2 BATTE ON R/S PI MFR. COMMON TRU65EE AS PER MFG, SPECS. T' BEDROOM 3 CARPET pEDROOM 4 CWRPEi BONUS ROOM/ OPTIONAL BEDROOM 5 CARPET 0 31-511 1 11-11 EGRESS 13' -0" 1 12'-10" 1. W-2" 40' -0" UPPER FLOOR PLAN y r' © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/4 "= 1' -0" - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - 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 - FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE ME =MBER BEING SUPPORTED (U.N.O.) MFR. CATHEDRAL TRUSSES ® 24" OC. AS PER MEG. SPECS. TYP. PERHIRC. �.aul.�>. WRIM�YPIBASE DN. TO GRADE NOTE: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED Z 0 1 0 N Z /OVER w w o VISIBLE LEGIBLE FROMPTHE STREETTORBROAD FRONT L YAT I ON OPTION 8 7 ro RAh1ING i /� Z W Q J J W ! / i i' 2-L19 ° FRAMING i' a FRO NG THE PROPERTYI 2 S v�t�i �uv-az osoi�'a1` t! S O S 0) w N J� �� L) 0 0 e^� � v ///�/ / Q m L 4X10 ' /// G, ' \ VCISwe �R II- V- II © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : /4 - m - VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO IINSTALLING SIDING N V RUSS „ _ 1 iRD- � oz oC o REVISION DATE: :NIT: MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. 1 -12 -01 JLS 06 441 CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE: - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ND T U55 OVER ER41!11 GABLE END TRUSS e ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS PROJECT _ _ _ _ _ _ - - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED) - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS c, rL d - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION MFR. MONO TRUSSES o 24” OC. tl1 - '�10d2 °� 10:12 - - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM AS PER MFG. SPECS. TYP. , FOUNDATION WALL, SLOPE SHALL BE 6" IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE - - 4X10 7. DRAINAGE AWAY FROM STRUCTURE GABLE EPND TRUSS - FASTENERS TO BE HOT- DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) ___i__ NOTE: PROVIDE CONTINUOS 2' 0" PRE - PAINTED G.I. "Z" FLASHIN AT ALL EXT. DOOR 4 WINDOW HEADERS, ROOF FRAMING PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/4 "= 1' -0" 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 WOW: PERFORMED BY THE CONTRACTOR - ALL BEAMS AND HEADERS TO BE 6X8 DF #2 AT 2X6 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - ALL BEAMS AND HEADERS TO BE 4X10 DF #2 AT 2X4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O. - BEARING WALLS ARE INDICATED AS SHADED WALLS - 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 • SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. R PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) Z 0 1 0 N Z o 'Co I ro Z W Q J J W 2-L19 ° rn�Nw °� G O-0 ui�o�oQ� �qo twm"a u 2 S v�t�i �uv-az osoi�'a1` t! S O S 0) w N J� �� L) 0 0 e^� � C m Q m L _ LOD OX � aQ ' \ VCISwe �R N V � oz oC o REVISION DATE: :NIT: PROJECT 1 -12 -01 JLS 06 441 CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE: 7 INIT EL. 7 PROJECT 06.441 II a' II 3 II 22 I I III 9 FOUNDATION PLAN © 2007 CASCADE (RESIDENTIAL DESIGN, INC. SCALE : 1/411= 1' -0" - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED - SOFFIT, VENT, AND INSULAIFE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST 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 -JOIST LAYOUT AIND SPECS ON SITE FOR INSPECTION. 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. O18 P.T. POST ON 18" DIA. X 8" THICK CONE. FOOTING O24 P.T. POST ON 24" DIA. X 12" THICK CONE. FOOTING o ❑ P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 30 7 P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 36 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY 42 FOOTING SIZES BASED ON 1500 PSF SOIL BEARING CAPACITY 36" MANUF. GAS FIREPLACE INSTALL PER MFRS, 5fFECS 4' -3" FLUSH HEARTH -- 2'-S" 9' 0„ II, -0, 36" IIGH RAILIN 110v PER IRG LSD W/H 11 FURN, ALI&v W/ L PROVIDE PRE551JRE RE 'EF vALvE TO EXTERIOR AN INSTALL APPROVED y EXPANSION TANK. 24" X 18" MIN. T s CRAWL SPACE 7 ACCESS 8' -6" SHOF AREA I w 4" 191-13.1 6 X 6 POST- 3 GAS GARAGE H�- - ---- - - - - -_ - -1 I 1 - - PROVIDE ONE LAYER 518" ,GWB TYPE "X" Al CEILINGS COMMON WITH HABITABLE AREAS( -WHERE THE SEPARATION 115 A FLOOR - CEILING ASSEMBLY, CLAD ALL SUPPORT COLUMNS, BEAMS AND WALLS WITH ONE LATER I/2 "GWB. -THE GARAGE SHALL BE SI£PARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO LESS THAN '12" GWB ON THE GARAGE SIDE, Ig 2'-0" THIRD CAR GA IM I b T O" I I m I I r I 10' -0„ OPTIONAL LANDING I � I OPTIONAL 3068 DOOR S-611 �i m O H i I I I n e © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/411= 1' -0" - ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 20 BEARING WALLS , U.N.O., 6' -0" MAX. SPAN - ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2M4 BEARING WALLS, U.N.O., 6-0" MAX. SPAN - WINDOW HEADERS AT T -8" ABOVE SUB FLOOR, U.N.n - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.NI.0 - INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.C. (2X6 @ 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.) NOTE: CONTRACTOR TO VER'F' ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RE5°ON5I5LE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR Z 0 0 W N m\ Lo U (rm • I Z J LI r m 6 6 '66 T5 Yl �Q _ 6 N _ - aN p lly` °9�Q° mo �zo2 m�o�o QOM p = sc� p ° c =ri N p =-6 y Q z U„ Q L U p Q c ta V V OX H ULL V� we \� v H � O N U Lfi � REVISION DATE: [NIT: PROJECT 1-12-01 JL5 06,441 CITY OF LACEY 2 -1 -2012 MM UPDATE LATERALS DATE: 7 B (NIT EL 7 PROJECT" 06.4 I NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. m FLOO AN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 'I 11.011 ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X,6 BEARING WALLS , U.N.O., 6' -0" MAX. SPAN ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2M4 BEARING WALLS, U.N.O., W -0" MAX. SPAN PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. WINDOW HEADERS AT 6'4" ABOVE SUB FLOOR, U.N.01, 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.) FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMIENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. 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 ROOF FRAMING PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/411= V -011 - ALL BEAMS AND HEADERS TO BE 6X8 OF #2 AT 2X6 [BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - ALL BEAMS AND HEADERS TO BE 4X10 OF #2 AT 2X4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" OAC., U.N.O. - BEARING WALLS ARE INDICATED AS SHADED WALLS - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAF7ER BAYS - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'5 APPROVAL • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION • SHALL BE INSTALLED AND BRACED TO MANUFACTURE=R'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS L -AYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. W PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) R. COMMON TRUSSES e 24" OC. PER MFG, S,, -EC5. TYE, z 0 a. 0 w —11 TJI 210 SERIES V N Q _ / U D Z I J 1 -6 01 J 0 T$ 6 9 IIl - W FLR JST e16" oc. I EL JOIST s 2 1 Q c OQQ w N -a p J N =-QUs 0QU B '^ 3n V) 1,3)x N aLL Rj we 63 4' m I Qi ? �M DEL -6X6 JOIST P05T 3 ✓N oz ed PROJECT CITY OF LACE" III I!I S2 I N � m l DATENITE L. II 1 PROJECT " 1-06441 III \ I III s III I HILL 55 0 - Jl III PSO SI F E M VL UTH AN R 62 I IIVB TJI 110 SERIES FLR JST 616" o c. 3ia 52 IIYe Ti (BE M FL 5W - 6X6 POST I' (3 2X6 O51 66 III S2 !I I J I J x1O III x IFS III _ H792 GAN TO TCO ILE' ALIL ON R J EL CT 51 rob a III L -- 4x12 -- g2 S2 3��zxll'% (4) 2 6 Lg - <� L6T418 TO CONNECT CANTILEVER JOIST TO WALL BELOW BELOW LvL PO 5��e 16!'1, 2' CANTILEVER S4 S _ A FLOO AN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 'I 11.011 ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X,6 BEARING WALLS , U.N.O., 6' -0" MAX. SPAN ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2M4 BEARING WALLS, U.N.O., W -0" MAX. SPAN PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. WINDOW HEADERS AT 6'4" ABOVE SUB FLOOR, U.N.01, 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.) FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMIENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. 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 ROOF FRAMING PLAN © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : 1/411= V -011 - ALL BEAMS AND HEADERS TO BE 6X8 OF #2 AT 2X6 [BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - ALL BEAMS AND HEADERS TO BE 4X10 OF #2 AT 2X4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" OAC., U.N.O. - BEARING WALLS ARE INDICATED AS SHADED WALLS - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAF7ER BAYS - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'5 APPROVAL • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION • SHALL BE INSTALLED AND BRACED TO MANUFACTURE=R'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS L -AYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. W PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) R. COMMON TRUSSES e 24" OC. PER MFG, S,, -EC5. TYE, z 0 a. 0 w V N Q _ / U D Z I J 1 -6 01 J 0 T$ 6 9 IIl - W mq N w° y v� No E s 2 1 Q c OQQ w N -a p J N =-QUs 0QU B '^ 3n V) 1,3)x N aLL Rj we 4' m Qi ? �M s N a n 3 ✓N oz ed PROJECT CITY OF LACE" UPDATE LATERALS p DATENITE L. PROJECT " 1-06441 /EL SIDING CORNER BD. TYP. ',VI APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW FRONT ELEVATION FRONTING VISIBLE T HEBPROPERTY LEGIBLE FROM PTHE STREET TORBROAD © 2007 CASCADE RESIDENTIAL DESIGN, INC. SCALE : /4 "= 1' -0" - VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING - MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERIFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS A,ND WINDOWS AS REQUIRED - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST 10 FT, OR C)RAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE - FASTENERS TO BE HOT- DIPPED GALV. STEEL, STAINLESS OR ,ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS PRE - PAINTED G I. "Z" FL450IN AT ALL EXT. DOOR e WINDOW HEADERS. m 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 WOW: PERFORMED BY THE CONTRACTOR. COMPOSITION ROOFING _ 6" BEVEL S 5/4 x 4 CORNER BD. REAR ELEVATION © 2007 CASCADE RESIDENTIAL DESIGN, IM. SCALE : /a "= 1' -0" ATTIC VENT TYP. 12 Q4 I x 2 TRIM BD, ON 5/4 X 8 BARGE BD. TYP. ICONL METAL GUTTER ON -- — 15/4 X 8 FASGIA BD. TYP. OP PLATE \ 5/4 x 4 COIRNER BD. TYP. - -- - - - SUB FLOOR 5/4 x 10) BAND BD. SUB FLOOR RIGHT ELEVATION © 2007 CASCADE RESIDENTIAL DESIGN, INC. BEVEL SIDING &GALE : 1 /411= 11_011 Z 0 0 w 0 Q Q N Lo U rm Z I J 1 v `o z o U m OEw'° VIII a' y cl c v�N'q w c uwQ Z_o� 6 maz m� m15� UU9� m 3U?s � UZ N e� V �v C °'n � 3 n � J( Q LL �� wr0 �/ w' M J> y im V 0m _v H (p pw x u 0w REVISION DATE: ',NIT: ": 1 -12 -01 JLS CEY 2 -1 -2012 MM LS d-ROJECT 7 D 7 " LSTHDBRJ DIINNM ROOM GREAT ROOM 2 -- _— _--- _c------ _ - -_ -- FIREPLACE OPTION AT eREAT RM SCALE: ye" =1' -O" LSTAIB ELEVATION OPTION 5 SCALE: /a" =1' -O" STHDIORJ 5THDIORJ rC - -_"A STHDIORJ ,==;J �HDU2 W/ PAB5 ANCHOR (EMBED 6") 3RD CARS GARAGE Hq H4 6THD14 5THDI4- 3RD GARS OPTION KEY PLAN SCALE: 4q" =1'-O' UPf ER SPEAR WALL <E1' PLAN SCALE: R" =I' -O" MAIN SNEAK WALL KEY PLAN L vL . z SCALE: %" =1'-O' I. 2x6 CRIPPLE WALL PER PLAN FRAMED AND SHEATHED PER SHEAR WALL ABOVE 2, 5IMP50N PA55 ANCHOR BOLT PER PLAN EMBEDDED 8" INTO CONTINUOUS FOOTING 3, ANCHOR EXTENDED TO HOLDOWN IN WALL ABOVE WITH COUPLER NUT AND ALL THREAD ROD N3 5S LIMPS ON PAE3 ANCHOR SOLT FRAMING SHALL BE HEM -FIR "2 9 16" OC. MAX (U.N.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTCAIL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE NNOJ 3, ALL EXTERIOR WALLS NOT DESIGNATED AS ;SHEARWALLS SHALL RECEIVE APA RATED SHEATHNG OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF Bd a 6" O.C. EDGE, 12" O.C. FIELD. 4, NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 230641, NOTE (I)- 5. ANCHOR BOLT SPACING 15 6' -0" OC. UNLESS', NOTED OTHERWISE IN SCHEDULE. MINIMU^l OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER KHAN 12" AND NO LE55 THAN T TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLCE5. PROVIDE Yi'x3 "x3" WASHERS AT ANCHOR SOLT5. PLATE IWA5HERS SHALL EXTEND TO WITHIN Y" OF THE SHEATHED EDGE OF THE SILL PLATE ON WALL5 W/ EDGE NAILING AT 4" OC, OR TIGHTER, DO NOT fRECESS BOLTS. 6. ALL NAILS FOR SHEAR LJ4LL5 SHALL BE COMMON OR GALVANIZED BOX NAILS NNO.I PER IBC TABLE 23063. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 86 COMMON (0131" DIA., 2Y" LONG), 8d BOX (0.113" DIA., 2,v2" LONGI, 106 COMMON (0.148" DIA., 3" LONG), IOd BOX (0125" CI A31 eO' ), I&d COMMON (0162" DIA, 3)s" LONG), III SINKER (0148" DIA, 3y" LONG), 56 COOLER (0.086" DIA., IS /q" LONG), 66 COOLER 1, I Y4" No, 6 DRYWALL SCREWS (TYPE W OR &) MAY BE 5U55T.TUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYP5'JM WALL BOARD SHEARWALLS PER IBC TABLE 23061 8, IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL EDGES, 2 -2x'5 W/ IOd FACE NAILS STAGGERED AT THE SAME SPACING 45 PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDDIES TO BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR TO WALLS WITH 5d EDGE NAILING AT 2" OC. OR IOd EDGE NAILING AT 3" O.C. OR 2" OC. OR WALLS SHEATHED ON BOTH SIDES) 9, HOLDDOWN5 AND STRAPS OF EQUIVALENT UPLIFT CAPACITY WITH CURRENT OC EVALUATION REPORT OR SIMILAR MAY BE SUBSTITUTED FOR THOSE LISTED IN THE 5HEARWALL SCHEDULE WIITH PRIOR APPROVAL OF BUILDING O -PCIAL OR ENGINEER OF RECORD. !0. SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW, IL SIMPSON MASAP MUD5ILL ANCHORS, MAY BE SUBSTITUTED (U FOR (U AT 2X SILL PLATES FOR THE 5 %" DIA 5I'LL PLATE ANCHOR BOLTS SPECIFIED, I. UPPER FLOOR WALL PER PLAN W/ DEL 5TUD5' AT STRAP MINIMUM 2, RIM BOARD PER PLAN 3, BEAM PER PLAN 4, FLOOR JOINT SYSTEM PER PLAN 5. STRAP TIE PER PLAN CENTER STRAP ON RIMI m WALL TO WALL 4 CENTER STRAP ON FLOOR DIAPHRAGM m WALL TO BEAM 6. LOWER FLOOR WALL PER PLAN W/ DEL 5TUD5' AT STRAP MINIMUM T1'PIGAL STRAP TIE NOLDOWN e WALL TO WALL s MALL TO SEAM L SHEAR WALL PER PLAN W/ DEL 6TUD5 AT HOLDOWN MINIMUM 2, STRAP TIE HOLDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3, RIM BOARD PER PLAN 4, FLOOR JOINT SYSTEM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYPICAL STRAP TIE HOLDOWN � FOUNDATION SCALE= /a' =1' �' "� SCALE: SCC iL)N PORTAL FRAME CONSTRUCTION (FIELD BUILT) THRU WALL_ N4 SCALE ... I I. HEADER PER PLAN (MINIMUM 3 "xIV4 ") 2. MINIMUM (2)2x4 STUD FRAMING TYP, 3, FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF I6d SINKER NAILS e 3" OC, TYP. 4, 5IMP60N L5T424 STRAP TIE HEADER TO WALL ON INSIDE FACE 5, FASTEN SHEATHING TO HEADER W/ Bd COMMON OR GAL. BOX NAILS IN 3" GRID PATTERN 45 SHOWN 4 3" O.G. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. 3 /e" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING T. FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED W/ 3x OR (2) 2x, 1 OCCUR WITHIN 24" OF MID HEIGHT. IF 2x BLOCKING 15 USED, FACE NAIL W/ (3) I1 SINKERS. 8, 4200" STRAP TIE HOLDOWN PER PLAN 9 %" DIA ANCHOR BOLT W/ T' MINIMUM EMBEDMENT. USE xN,"x2 "X2" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 10, FOUNDATION PER PLAN 1',, SHEATHING FILLER IF NEEDED 12. 1000" STRAP TIE HOLDOWN PER PLAN U) SNAR WALL SCHEDULE J WALL SHEATHING SIDES SHEAR PANEL FRAMING o FIELD gBUTTING BASE PLATE ANCHOR BOLT S'LL PLATE HOEDOWN TYPES MARK THICKNESS 1/16" ONE EDGE NAILING NAILING NAILING PANEL EDGES Ed m 6" 00. 12" O'cl 2X 166 NAILS 9 6" OC. DIA. 4 SPACING 5/8" DIA e 48" O.C. SIZE 2X PER KEY PLAN PI -6 T/16" ONE 86 o 4" O.G. 12" O.G. 2X I66 NAILS e 4" OC, 5/8" DIA e 36" Cr. 2x PER KEY PLAN PI -4 VI6" I6d NAILS a ONE 8d a 3" O.C. 12" O.C. 3X / 2 -2X 4„ OC 5/8' DIA 24" OC, SEE DETAIL H4 ON SWEET SI FOR NAILING SPACING, STRAP 4 HOLDOWN TYPES 2X PER KET PLAN PI -3 H4 FRAMING SHALL BE HEM -FIR "2 9 16" OC. MAX (U.N.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTCAIL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE NNOJ 3, ALL EXTERIOR WALLS NOT DESIGNATED AS ;SHEARWALLS SHALL RECEIVE APA RATED SHEATHNG OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF Bd a 6" O.C. EDGE, 12" O.C. FIELD. 4, NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 230641, NOTE (I)- 5. ANCHOR BOLT SPACING 15 6' -0" OC. UNLESS', NOTED OTHERWISE IN SCHEDULE. MINIMU^l OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER KHAN 12" AND NO LE55 THAN T TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLCE5. PROVIDE Yi'x3 "x3" WASHERS AT ANCHOR SOLT5. PLATE IWA5HERS SHALL EXTEND TO WITHIN Y" OF THE SHEATHED EDGE OF THE SILL PLATE ON WALL5 W/ EDGE NAILING AT 4" OC, OR TIGHTER, DO NOT fRECESS BOLTS. 6. ALL NAILS FOR SHEAR LJ4LL5 SHALL BE COMMON OR GALVANIZED BOX NAILS NNO.I PER IBC TABLE 23063. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 86 COMMON (0131" DIA., 2Y" LONG), 8d BOX (0.113" DIA., 2,v2" LONGI, 106 COMMON (0.148" DIA., 3" LONG), IOd BOX (0125" CI A31 eO' ), I&d COMMON (0162" DIA, 3)s" LONG), III SINKER (0148" DIA, 3y" LONG), 56 COOLER (0.086" DIA., IS /q" LONG), 66 COOLER 1, I Y4" No, 6 DRYWALL SCREWS (TYPE W OR &) MAY BE 5U55T.TUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYP5'JM WALL BOARD SHEARWALLS PER IBC TABLE 23061 8, IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL EDGES, 2 -2x'5 W/ IOd FACE NAILS STAGGERED AT THE SAME SPACING 45 PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDDIES TO BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR TO WALLS WITH 5d EDGE NAILING AT 2" OC. OR IOd EDGE NAILING AT 3" O.C. OR 2" OC. OR WALLS SHEATHED ON BOTH SIDES) 9, HOLDDOWN5 AND STRAPS OF EQUIVALENT UPLIFT CAPACITY WITH CURRENT OC EVALUATION REPORT OR SIMILAR MAY BE SUBSTITUTED FOR THOSE LISTED IN THE 5HEARWALL SCHEDULE WIITH PRIOR APPROVAL OF BUILDING O -PCIAL OR ENGINEER OF RECORD. !0. SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW, IL SIMPSON MASAP MUD5ILL ANCHORS, MAY BE SUBSTITUTED (U FOR (U AT 2X SILL PLATES FOR THE 5 %" DIA 5I'LL PLATE ANCHOR BOLTS SPECIFIED, I. UPPER FLOOR WALL PER PLAN W/ DEL 5TUD5' AT STRAP MINIMUM 2, RIM BOARD PER PLAN 3, BEAM PER PLAN 4, FLOOR JOINT SYSTEM PER PLAN 5. STRAP TIE PER PLAN CENTER STRAP ON RIMI m WALL TO WALL 4 CENTER STRAP ON FLOOR DIAPHRAGM m WALL TO BEAM 6. LOWER FLOOR WALL PER PLAN W/ DEL 5TUD5' AT STRAP MINIMUM T1'PIGAL STRAP TIE NOLDOWN e WALL TO WALL s MALL TO SEAM L SHEAR WALL PER PLAN W/ DEL 6TUD5 AT HOLDOWN MINIMUM 2, STRAP TIE HOLDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3, RIM BOARD PER PLAN 4, FLOOR JOINT SYSTEM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYPICAL STRAP TIE HOLDOWN � FOUNDATION SCALE= /a' =1' �' "� SCALE: SCC iL)N PORTAL FRAME CONSTRUCTION (FIELD BUILT) THRU WALL_ N4 SCALE ... I I. HEADER PER PLAN (MINIMUM 3 "xIV4 ") 2. MINIMUM (2)2x4 STUD FRAMING TYP, 3, FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF I6d SINKER NAILS e 3" OC, TYP. 4, 5IMP60N L5T424 STRAP TIE HEADER TO WALL ON INSIDE FACE 5, FASTEN SHEATHING TO HEADER W/ Bd COMMON OR GAL. BOX NAILS IN 3" GRID PATTERN 45 SHOWN 4 3" O.G. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. 3 /e" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING T. FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED W/ 3x OR (2) 2x, 1 OCCUR WITHIN 24" OF MID HEIGHT. IF 2x BLOCKING 15 USED, FACE NAIL W/ (3) I1 SINKERS. 8, 4200" STRAP TIE HOLDOWN PER PLAN 9 %" DIA ANCHOR BOLT W/ T' MINIMUM EMBEDMENT. USE xN,"x2 "X2" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 10, FOUNDATION PER PLAN 1',, SHEATHING FILLER IF NEEDED 12. 1000" STRAP TIE HOLDOWN PER PLAN U) J L� 1 W J Q N co / L_ I r U � D Z � Q � J U) ��4R ,oFR Sq�y� �0. RE'CISTE1tiF'� �SSIONAL ENGY Kil J J °Q ° N 0) v M LA , a) U) u) Lo M 00 m �i N •L ?� Z N aa) C .� ++ 0 0 W IT �, C W .` cn " N (0 M 2 oo 0) L L m W LO L E m i1 (fl N N L EL E W C M REVISION DATE: [NIT: PROJECT I': 2 -1 -2012 MM UPDATE LATERALS S ol DATE 8 /Il /0T INIi: MM 3 moommkommommoma PROJECT" 06.441 I. BASE PLATE NAILING PER SHEAR I. BASE PLATE NAILING PER SHEAR I. JOIST BLOCKING REQUIRED AT I. s %e" DIA. ANCHOR BOLT m 12" OC, WALL SCHEDULE WALL SCHEDULE BEARING OR SHEAR WALLS UN.O, IN SHEAR WALL SCHEDULE W/ (2 2 (U I. WOOD POST W/ ARCHITECTURAL ABOVE OR WHEN JOISTS ARE NOT 1" MIN. EMBEDMENT COVER PER PLAN 2, SHEAR WALL EDGE NAILING PER _(3) 2_ SHEAR WALL EDGE NAILING PER C3) SHEAR WALL 5CHEDULE SHEAR WALL SCHEDULE (U CONTINUOUS AT BEAM _(1) (3)- 2. 2X PRESSURE "TREATED SILL PLATE 2. SIMPSON AB POST BASE w /Y "x3" (4) (2) 2. SECURE BLOCKING i0 BEAM W/ - UNO. IN SHEAR''. WALL SCHEDULE 3, SOLID CONTINUOUS RIM BOARD TOE 3. SOLID CONTINUOUS RIM BOARD TOE -f2J WEDGE ALL OR TITEN HD NAILED TO SILL W/ 8d NAILS m 6" (5 (4) NAILED TO SILL W/ Ed NAILS m 6" CC, 8d NAILS m 6" O.G. (5) (p -- ANCHOR UN.O, ON PLAN (5' O.C. SECURE RIM TO EACH JOIST W/ SECURE RIM TO EACH JOIST W/ (2) 8d 3. SHEAR WALL EDGE NAILING PER _ 3. FINISHED GRADE OR SLAB AS (2) 8d NAILS 3. J015T PER PLAN z (6) SHEAR WALL SCHEDULE NAILS � � z OCCURS I 4. BEAM PER PLAN s 4. 4" CONCRETE GLAB OVER 4" 4. FLOOR JOIST PER PLAN SECURED 4. FLOOR JOIST BLOCKING AT FLOOR Ci (6) `fl !6 ATHING PAN EDGES (48" O.C.) /� COMPACT FILL (27- 10 SILL PLATE W/ (2) 8d NAILS SHE EL ED 4 12" DIA OR SQUARE CONCRETE 5. 2X OR 5HEATHING CLEATS BOTH \/ 6\� \/ " (4) PEDESTAL (OPTIONAL) SECURED i0 SILL PLATE W/ (27 8d SIDES i0 SECURE BEAM TO POST.! 5. FINISH GRADE TOR SLAB AS OCCURS (3)- �� \ /j\ 5 2X PRESSURE TREATED SILL PLATE \ / \ \ / \\ NAIL6 C3� -(41 (3) IOd NAILS IN70 EACH MEMBER x a 5. (4) "4 VERTICALS W/ STANDARD %�� (l)x HOOK AT CONCRETE PEDESTAL {U x x UNO. IN SHEAR WALL SCHEDULE �- " m g, a g a 5. 2X PRESSURE TREATED SILL PLATE 0 O.G W/ (U "4 x Al EACH CLEAT 6. 4 HORIZ REPAIR � <5) REBAR IN UPPIER 12" OF STEM WALL 6. "4 REBAR HORIZ. m 12" CO _ W/ (U "4 _� � - UN.O. IN SHEAR WALL SCHEDULE 4X OR 6X TREATED POST (4x6 (9) `r 0 6. -(4) i i 6. 9 TIES AT 12" O.G. e 0 REBAR IN UPPER 12" OF STEM WALL 0 MIN AT BEAM SPLICE) 1. 04 VERTICALS m 48" OO. W/ 6. "4 REBAR HORIZ. m 12" O.G. W/ (U "4 L < -f 8) 3, s /e' DIA. ANCHOR BOLT m 12" OC. (8) REBAR IN UPPER 12" OF STEM WALL (8) (6) - STANDARD HOOK REQUIRED, ' % /A /A /A/ A /V / \ 1. SIMPSON A34 FRAMING ANCHOR -cO ALTERNATE BENDS, NO WET �V��AA / /Q / /VA / /AA / /AA / /��/ 1. ISOLATED OR CONTINUOUS UN.O. IN SHEAR WALL SCHEDULE W/ - ��G /i /�A �` FOOTING PER PLAN _ (U W/ CONCRETE NAILS SETTING PERMII7TED \l' 7\ mi s .. U.N O_ \ 1" MIN. EMBEDMENT / // // // //� /e" DIA. ANCHOR BOLT 12" OG ���\�� IN SHEAR WALL SCHEDULE W/ 1" MIN. ISOLATED OR CONTINUOUS V -V� �� 8. (2) "4 REBAR OONTINUOU5 IN / / / / / / / / / / / /V/ " / /V / /V / /V / /V / 8. \ \ \ 8. 4 VERTICALS m R O.C. W/ EMBEDMENT ` SPREAD FOOUKG PER PLAN // /� FOOTING � STANDARD HOOK REQUIRED, o- AA / /AA / /AAi ALTERNATE BENDS, NO WET =____ _- A /A / /A /% 8. "4 VERTICALS m 48" O.C. W/ STANDARD ' -__ __- _ `O 9. M VA VAA/ SETTING PERMITTED AA�\ HOOK REQUIRED, ALTERNATE BENDS, _ m INSTALL D OFIHG FOR IR OR - w / WA7ERPROOFIfNG PER IRO R4O6 \ / / \ / / \ / \ \/ NO WET SETTING PERMITTED (g) WHERE INTERIOR SLAB 15 BELOW / / (2) 14 REBAR CONTINUOUS IN \VA,�v �` (9) / /j� /jam / /� / /V / / /� / /� / /� /// (1J EXTERIOR GRADE 16" m 2 STORY FOOTING 9. (2) "4 REBAR CONTINUOUS IN FOOTING "�/ /�/jA /� \ / /AT I6" m 2 5TCR PER PLAN 811 FOJNDATION 5TEM WALL aALEF /O-UNL_11 -1 STEM WALL sGAE INTERIOR FOOTING BEAM LINE 8 STEM ®35TORY 3 STORY �� 24 - WALL AT SLAB ON GRADS FOOTING AT WOOD COLUMN m 3 STORY - - SCALE. /4 ' ' SCALE :' /a " =I' SCALE: %i' =I' (1) I. 2x STUD WALL W/ BASE PLATE NAILNG PER SHEAR WALL SCHEDULE Q -(3) 2_ EDGE NAILING PER SHEAR WALL SCHEDULE ! (2) I. FOOTING PER PLAN 1, 2x STUD WALL PER PLAN 3 I -JOIST PER PLAN SECURED TO TOP PLATE 2. PROVIDE +'4 BARS) WITHIN . 2. 2x PRESSURE TREATED SILL (4) -- W/ (2) 8d NAILS UPPER 12" PER STEM WALL PLATE UNO. IN SHEAR WALL DETAIL SCHEDULE W/ 5 /e" DIA, ANCHOR 4, SOLID CONTINUOUS RIM BOARD W/ 8d NAIL BOLT W/ V' MIN. EMBEDMENT m TO TOP AND BOTTOM CHORD OF I -JOIST 4 3, VERTICAL REBAR SPACED PER (I' 12" CC. UN.N, IN SHEAR WALL (5) TOE NAILED TO TOP PLATE WITH Ed NAILS m STEM WALL DETAIL SCHEDULE 6 OC. (2) 3. CONCRETE SLAB PER PLAN f6 }- x 5. SHEATHING PANEL EDGE W/ EDGE NAILING 4. "4 REBAR SPLICE BAR A/ F PER SHEAR WALL SCHEDULE 4. (2) "4 REBAR CONTINUOUS IN (1)_ (g) e (4) 2 [3) FOOTING s 6.. SIMPSON LTP4 m 48" O.G. STEP I (2) ///��� 1, EXTEND STHD STYLE ANCHOR STRAPS WITH I ( , L OVERLAPPED CM5TGI6 COILED STRAP TO w 3" TYP X 2 V / GET FULL NAILING AT WALL FRAMING ABOVE STEP 1 L (BOLT STYLE HOLDOWNS TO BE EXTENDED 0 - 'r \�\ 10 WALL ABOVE W/ COUPLER NUT AND ALL s 3 e rm TREAD ROD) x L w 24" TYP. 24" 1 YP. _ 8. 2x6 CRIPPLE WALL W/ 5TUD$ m 16" OC. - NO) SHEATHED 4 NAILED W/ 8d NAILS m 4" 00. - F PER PLAN (4) ��, EDGE 4 12" 00_ FIELD (3) HOLDOWN PER PLAN (D STEP D STEM WALL 4 FOOTING PER PLAN ELEVATION 3" TYP INTERIOR CONT. THICKENED FOOTING GRIFFLE WALL FOR eiLOFED LOTS STE°F'ED FOOTING AT SLOFED LOT Q SCALE: %a " =1' Al SCALE: 3 /e " =I' A2 SCALE: NTS ',,... 1. 2x STUD WALL W/ BASE PLATE � J NAILING PER SHEAR WALL SCHEDULE I. 2x STUD WALL W'/ BASE PLATE I. 2x STUD WALL W/ BASE PLATE I. FLOOR J015T (ON(£ OR BOTH I _ NAILING PER SHEAR WALL (1) NAILING PER SHEAR WALL SIDES OF BEAM) PER PLAN W/ UJ\ 2, EDGE NAILING PER SHEAR WALL 5CHEDULE (3) SCHEDULE (p__ JOIST HANGER PE:R MANUF. SCHEDULE f 2) 2 2, EDGE NAILING PER SHEAR WALL 2, EDGE NAILING PER SHEAR WALL 2, FLOOR DIAPHRAGM EDGE 3. I -JOIST PER PLAN SECURED TO SCHEDULE SCHEDULE NAILING L 2x F.T. K LEDGER TO MATCH TOP PLATE W/ (2) ad NAILS DECK JOIST STAGGERED LAG (U -- (p.- 3. I -JOIST BLOCKING m FLOOR 3. FLOOR JOIST PER PLAN W/ 3, BEAM PER PLAN SCREWS STAGGERED m 12" 4. SOLID CONTINUOUS RIM BOARD SHEATHING PANEL EDGES (48" J015T HANGER PER MANUF OC, OR Y? DIA. THRU BOLTS a'"�{1. (2) (3) W/ 86 NAIL 70 TOP AND (2) -(3) O.G.) SECURED TO TOP PLATE 5T4GGERED m 24" 00. y-"'m A81, BOTTOM CHORD OF I -JOIST 4 W/ (2) Ed NAILS (5) 4. BEAM PER PLAN 2, SOLID 2x PS. DECK J0157 Re o 70E NAILED " TOP PLATE WITH (5)- PER PLAN �' f (5) 4. SOLID CONTINUOUS RIM BOARD (4) 5. WALL SHEATHING CONTINUOUS ad NAILS m 6" O.G. (U (4) (4)- W/ Ed NAIL TO TOP AND OVER BEAM W/ EDGE NAILING 5, SHEATHING PANEL EDGE 4 EDGE BOTTOM CHORD OF -JOIST 4 PER SHEAR WALL SCHEDULE 3, SOLID RIM BOARD, V4" THICK NAILING PER SHEAR WALL TOE NAILED 70 TOP PLATE WITH (6) MIN. A�OA 4'EGTS is }`4 }4 SCHEDULE W/ SIMPSON LTP4 m (5)- Ed NAILS m 6" CO 6. I -JOIST BLOCKING m FLOOR (2) (5)- (I) SHEATHING PANEL EDGES (48" - 4. FLOOR JOISTS PER PLAN �sStoNAU EXCx 48" O.G. 5. SHEATHING PANEL EDGE 4 EDGE (2) Of) SECURED TO TOP PLATE (1) (2) (7 �2 NAILING PER SHEAR WALL f31 W/ (2) 8d NAILS 5. SPACED SECURED URE EQUALLY SCHEDULE W/ 51MP50N LTP4 m SPACED SECURED 70 DECK 48" OC. 016T (I)- NOTE: IF SHEATHING JOINTS ARE (1) NOTE: IF SHHEATHING JOINTS ARE LAG (q) 6. DIA. SCREW W/ NUTS RELOCATED 70 OCCUR ON THE RIM, THE RELOCATED TO OCCUR ON THE RIM, THE (5) AND U 1 ND WASHERS. (PREDRILL 3" �i 51MP50N LTP4 MAY BE ELIMINATED SIMPSON L-TP4 MAY BE ELIMINATED -(6) EMBED MIN) 04 N 14' -O" MAX J015i SPAN .� N M c 4p (5) J(4) -(3) � Q) co N FLOOR J0I5T BEARING AT STUD WALL FLOOR JOIST FARALL-EL TO STUD WALL FLOOR JOIST AT BEAM 2 FLOOR J0I5T AT BEAM DECK LEDGER AT RIM BOARD 's= Q X SCALE: 3 /a " =I' �1 SCALE: 3 /a "=1' �L SCALE: 3 /a " =I' �J SCALE: 3 /4"=1' SCALE: 3 /s, =1, Z_ > > @ I. BEAM PER PLAN (U r_ <L N f 1) I. BEAM PER PLAN I . BASE PLATE NAIL -ING AND ..+ O W C 2. DEL 2x TOP PLATE W/ SIMPSON M57C28 EDGE NAILING PER SHEAR •� STRAP ON TOP FACE 2. WOOD POST OR COLUMN PER I. BEAM PER PLAN N .: N a WALL SCHEDULE ! _ >. cb PLAN 2. 2x STUD WALL W/ BUILT UP 3. KING STUD W/ f6) -Ibd NAILS 10 BEAM T 2. -JOIST PER PLANd SECURED 00 (STAGGERED) EACH SIDE 3. SIMPSON ACE POST CAP UNO. 45 PER PLAN (SAME WIDTH .L.-� D A AS BEAM MINIMUM) 10 SILL PLATE W/ (2) 8d L LO L .� 4. 2X HF2 STUDS W/ PLYWOOD OR 058 4, 6IMP50N AC POST CAP UNO. _ L NAILS 3. SIMPSON A35 OR LTP4 BOTH L. (p (V E FILLER AS NEEDED 5. BEAM SPLICE AS OCCURS (3) SIDES OF BEAM UNO. (1) 3. SOLID CW/ Ed NAi R'M ` N r W 5, NAIL PLIES OF BUILT UP 2x POST WITH ION f 3) (2) BOARD W/ M NAILS O ?OP /1 a 4. BEAM SPLICE AS OCCURS AND BOTTOM CHORD OF Ch NAILS m l2" O.C. (STAGGERED) 6. MITER CUT BEAMS AT CORNER -(2) EACH JOIST f2) CONDITION (1) // // // / // (3) 4. WEB STIFFENER AND/OR JOIST REVISION DATE: INIT, PROJECT' (4) /// /j / /// / /i�/ 5. RE 5R E OAC NW ERE - / // / H // / REQUIRED BY JOIST MANUF. UPDATE _ (U " SECURED 2 1 -2012 '`1M LATERALS _ (2) _ (2) (6) I'y/ (5J / 8d NAILS (U - (U - (4) AT 6" OC. (3) (3) 6. 2x STUD WALL Ok' BEAM PER PLAN i \_(4) l4) (3) --(4) /� DATE: (3) (2) L e /I1/01 (5) (5) ` __(2) [NIT, PLAN VIEW AT CORNER MM 6x BEAM 4x BEAM - �8 - SCALE /4 OF F05T AT BEAM WOOD BEAM AT WOOD FOST �T. BEAM AT BEARING WALL JOIST CANTILEVER 3 \ BUILT PROJECT 7 : 3 SCALE /4 I SCALE /a °I' SCALE: /4 " =1 06441 TRUSS Al ROOF SHEATHING PER PLAN 2, 2x BLOCKING TOE NAILED TO PLATE W/ (3) 8d NAILS (OPT. U OR ATTACHED W/ (U SIMP50N RBC PER BLOCK (OPT. 2) 7PT. 3. EDGE NAILING 4, SIMPSON H25 o EACH TRU55 INSTALLED PER MFG. SPECS, 5. 2x STUD WALL OR BEAM PER PLAN (FOR IM OSP N RB MAY BE DE TE EL D SIMPSON HI IS SUBSTITUTED APT, 2 u25 9 EACH TRU55 (OPT. 2) ROOF TRUSS AT BEARING SCALE: %41' =1' �x E LE END TRUSS SCALE: ' / " =I' I. 2x4 OUTRIGGER 9 48" OC, 2, GABLE END TRU55 W/ 5HEATHING PER SHEAR WALL SCHEDULE FOR WALL BELOW 3, 2x DIAGONAL BRACE 9 EFT OC, 4. SECURE BRACE T 2x BLOCKING W/ (3) IOd NAILS 5. SIMPSON 434 AT 2x BRACE 6. ATTACH GABLE TRUSS TO BACKER BOARD W/ IOd NAILS a 6" OC. 1, 2x CONTINUOUS BACKER BOARD SECURED TO TOP PLATE W/ IOd NAILS ® 6" O.C. 8, ROOF TRUSSES 0 24" OC. PER PLAN 1, GIRDER TRUSS PER PLAN 2, VALLEY TRUSSES OR CONVENTIONAL OVEFZ- RAMING 3. ROOF SHEATHING CONTINUOUS BELOW OVERFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRACED Al 2x4 e 24" Or ATTACHED W/ (2) IOd NAILS PER TRUSS 4, ROOF TRU55 PER PLAN 5. 51MP50N HU526 OR J6P THD26 FACE MOUNT HANGER UN O. PER TRU55 MANUE, GIRDER TRU55 AT OVERFRAMING SCALE: 3 /e" =I' VALLEE ' FRAMING SCALE Y4"=]' 1. CONVENTIONAL- 2x OVER FRAMING 0 24 "' OC. W/ (4) 16d TOE NAILS TO VALLEY PLATE (SEE BELOW FOR RECOMMENDED SIZES BASED ON SPAN) 2 EDGE NAILING 3, 2x VALLEY 804RD TO MATCH RAFTER W/ (2)' 16d NAILS PER TRUSS 4, ROOF TRUSS T(OP CHORD OR RAFTER PER PLAN 5_ CONTINUOUS 5HEATHING BENEATH OVEIfR4MING OR 2x4 BRACING a 24 "' CC. W/ 2 -16d NAILS PER TRJ55, FOR RAFTER SPANS BELOW USE THE FOLLOWING SIZES: 0'-0" TO &'-l" 2x4 6' 8" TO ?'-l" 2x:6 9' -8" TO 12' -2" 2x8 12' -3" TO 4' -18" 2x.'O 14' -11" TO 7-3" 24 (ASSUMES RAFTERS 9 24" CC_ LL =30P5F 4 DL =IOASF PER TABLE R502.5.1(3) FOR HP "2) I. TRUSS W/ ROOF SHEATHING PER PLAN TO BEAR ON LEDGER. USE FACE MOUNT HANGER TO RIM PER TRU55 MANUF. FOR SPANS GREATER THAN 16FT 2. EDGE NAILING 3, 2x BLOCKING ATTACHED W/ (2)16d NAILS PER STUD 4, CONTINUOUS 2x LEDGER Al 2 ROWS OF 16d NAILS STAGGERED 9 6" OC, (EACH ROW) 5. SOLID CONTINUOUS RIM PER PLAN 6 SIMPSON 435 FRAMING ANGLE AT EACH TRU55 MONO TRUSS TO WALL AT RIM SCALE: %4 " =1' U) J W J Q N D Lo U � D Z 0� Q I- J o as4,Y T m 4 SOT REGIST / �SSIONAL EL1G1 J o N v M N r c .. In M M0 � Lr) N co A � �L m Z O N m .� U ` O UL 00 a) N m WmLr)E M c = OD j. L. O L co Lo m N E %1 C cl N M c W a REVISION DATE : INIT: PROJECT 2 -1 -2012 MM UPDATE LATERALS S/� V� DATE 8/17/01 r INIT: MM 3 MEMELMMMMMMA PROJECT" 06,441