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2844 PlanGENERAL NOTES 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 • IS PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = 65 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: v OCCUPANCY GROUP: R -3 DESIGN CRITERIA: TABLE R3012(l) GROUND NOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDER- LAYMENT FLOOD HAZARDS AIR FREEZING MEAN ANNUAL SPEED TOPO 2,500 pal LINE FR05T LINE DF -L BASEMENT WA L 5 , FOUNDATION WALL5 EXTERIOR OR WA LL S 4 OTHER LOAD !mph) EFFECTS CATEGORY WEA ?HERING DEPTH TER'111TE DECAr TEMP, REQUIRED HF 02 INDEX TEMP 30 85 YES DI MOD 12' SLIGHT- MOD MOD 27 NO 1985 160 51.2 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS t CONDITIONS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND /OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WU;K DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LI5T OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PEgM17 OR A$ A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE -JOIST /BEAM MANUFACTURER PLANS. - MANUFACTURED TRUS5 DESIGNS AND LAYOUTS - HVAG SYSTEMS DESIGN - ELECTRICAL PLANS 4 SPECIFICATIONS (IF REQUIRED) SITEE UJORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 F15F 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 BILL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.C. UN.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS CONCRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R4022 CONCRETE "BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ,4577H A615 GRADE 60. CARPENTRY GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 860230) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R10235 ALL WOOD IN CONTACT WITH CONCRETE TO BE I- RE55UW 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 3173, PA5TENER5 FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL SE 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. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS i 15 ) OF i DIAMETER AND ALL NAILS SPECIFIED ON TH5 PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED 0 HERU E HE LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDW 8d COMMON (0.131' DIA., 2 -12" LENGTH), 66 BOX (0.113' CIA, 2 -1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128' CIA, V LENGTH), 166 COMMON (0.162' DIA, 3 -12' LONG), 16d SINKER (0.148 DIA, 3 -1/4' LONG) 5d COOLER (0.086" DIA., -5/8' LONG ), bd COOLER (OD92" DIA., 1 -7/8' 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 STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: MINIMUM COMPRESSIVE STRENGTH (Pc) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 2X4 ]UP W2 MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED 2,500 pei TO THE WEATHER BEAM BASEMENT SLA55 4 INTERIOR SLAB CN GRADE, EXCEPT GARAGE 2,500 pal FLOOR SLAB. DF -L BASEMENT WA L 5 , FOUNDATION WALL5 EXTERIOR OR WA LL S 4 OTHER 3 00 el (6 % al r t alned / _ M) i WO EXPOSED VERTICAL CONCRETE RK E PO D TO THE WEATHER E R - Fb =875 pel, Fv -170 psl, Fc =600 pal, E =1300000ps1 PORCHES, CARPORT SLABS 4 STEPS EXPOSED 3,000 pal (6% air entralned +/- 1 %) TO THE WEATHER 4 GARAGE FLOOR SLAB. 2X4 CONCRETE "BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ,4577H A615 GRADE 60. CARPENTRY GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 860230) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R10235 ALL WOOD IN CONTACT WITH CONCRETE TO BE I- RE55UW 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 3173, PA5TENER5 FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL SE 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. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS i 15 ) OF i DIAMETER AND ALL NAILS SPECIFIED ON TH5 PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED 0 HERU E HE LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDW 8d COMMON (0.131' DIA., 2 -12" LENGTH), 66 BOX (0.113' CIA, 2 -1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128' CIA, V LENGTH), 166 COMMON (0.162' DIA, 3 -12' LONG), 16d SINKER (0.148 DIA, 3 -1/4' LONG) 5d COOLER (0.086" DIA., -5/8' LONG ), bd COOLER (OD92" DIA., 1 -7/8' 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 STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 ]UP W2 - Fb =975 pal, Fv =150 pal, Fc =1300 pal, E= 1300000psl 2X6 OR LARGER 4LF'2 - Fb =975 Pat, Fv =150 pal, Fc =1300 PSI, E= 1300000 sl BEAM SLAB J 4X DF -L '2 - Fb =900 psi, FV =180 PI, Fc =1350 pal, E= 1600000psi 6X OR LARGER DF -L R - Fb =875 pel, Fv -170 psl, Fc =600 pal, E =1300000ps1 STUD5 ON GRADE 2X4 HF =2 - Fb =975 pal, PV= 150 psi, Fc =1300 psi, E=1300000ps1 2X6 OR LARGER HF 02 - Fb =975 psi, PV- 150 psi, Fc =1300 psi, E•1300000psi POSTS UNLIMITED 0 HOURS 4X4 HF'2 - Fb=9T5 pal, Fv =150 psi, Fc =1300 pal, E= 1300000pe1 4X6 OR LARGER HIF n - Fb =975 pal, Fv =150 psi, Fc =1300 pal, E=1300000ps1 6X6 OR LARGER DF -L "1 - Fb =1200 pal, Fv =170 pal, Fc =1000 pal, E= 1600000ps1 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 PSI, FV = 165 PSI, Fc = 650 1-51 (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 ICC EVALUATION REPORT. BEAMS DESIGNATED AS "PSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,1300 PSI, Fv = 2130 PSI, Fc = 750 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,600 P5I, Fv = 285 1-51, Fc = 750 PSI (PERPENDICULAR), E = LeOO,000 P51. BEAMS DESIGNATED AS "LBL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 1,700 PSI, Fv = 400 PSI, Fc = 680 PSI (PERPENDICULAR), E = 1,300000 P51. CALCULATIONS SHALL NCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. LUINDOLU INSTALLATION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. GRPENTRY (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 4 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 A$ SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRU59 MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOFNIAL /FLOOR SHEATHING TYPICAL IWALL 4 ROOF SHEATHING SHALL BE 7/16' SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM N:4ILING SHALL BE 86 COMMON s V O.G. e PANEL EDGES AND 12' O.G. IN FIELD UNO. ON SHEARWALL 5CHEDULE, SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G $ HEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6' O.C. a PANEL EDGES AND 1VOL. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOUR SHEATHING. INSULATION AND MOISTURE PROTECTION GENERAL. MAINTAIN I" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. IN5UL47rION B4PFLE5 TO EXTEND 6" ABOVE BAIT INSULATION INSULA7FION BAFFLES TO EXTEND 12" ABOVE L005E FILL INSULATION N5UL47rE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS PACE - STAPLE FACED BAITS FRIGTIC)N -FIT UNFACED 5AT75 USE 4 M-IIL POLY VAPOR RETARDER AT EXTERIOR WALLS R -10 INSULATION UNDER ELECTRIC WATER HEATERS. NSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANIES INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF - CEILING ASSEMBLIES, WALL ASSEMBL IES CRAWL SPACES AND ATTICS SHALL HAVE AFLAME- SPREAD INDEX NOT TO EXCEED 225 WITH AN ACCOMPANYING SMOKE- DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXGBPTIONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE- DEVELOPEMENT LIMITA -TIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CET- _LULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THIE REQUIREMENTS OF IRC R3163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE- DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRArIoN CONTROL EXTERIOR JONT5 AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENING$ SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR E3ARRIER5 / GROUND GOVERS 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 (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVIER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAP+pED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WALL FL A5HING APPROV[£D CORROSION - RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE O IN SUCH A MANN AS TOP VENT ENTRY OF WATER INTO THE WA EL PE ER RE E LL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 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 CORROSION- RESISTANT PL45HINGsS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: L AT TCDP 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" (25 mm)� OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNEER5, DOO NOT REQUIRE ADDITIONAL FLASHING! JAMB FLASHING MAY AL50 BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT 'THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION W17H FRAME OR STIUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNFjER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. PHEiRE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOF,) CONSTRUCTION. 6. AT (WALL AND ROOF INTERSECTIONS. 7. AT &JILT -IN GUTTERS. DRAFTSTOPPING 4 FIRE BLOCKING DRAFT5TUF PING WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRA45TOP5 SHALL BE INSTALLED 50 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUAARE FEEL DRAFT51OPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS., WHERE THE ASSEMBLY I$ ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPNG 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. DRAFTSTOP -PING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.12 FIREBLO)CKING FIREBLOO<ING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (50TH VERTICAL AND HORIZONTAL) AND TO PORT AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACFE. 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 PARALLEL ROWS OF STUDS OR 5TAGGERED STUDS, 45 FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 1Oft 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 831122. 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. FORT THE FIRE5LOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREgLOCKING OF CORNICES OF A TWO - FAMILY DWELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT 5EPERATION. FIRESLOOCING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.1. LOOSE -FILL INSULATION MATERIAL. SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. FOUNDATION UJATERPROOFING � DAMPROOFING DAMPRC)OFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALL5 THAT RETAIN EARTH OR ENCLOSE INTTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE POUTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LASS THAN I' PORTLAND CEMENT PARSING APPLIED TO THE EXTERIOR OF THE WALL. PAR3ING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 51TUMINOIUB COATING 2.3 POUNDS PER SQ YD. OF ACRYLIC MODIFIED CEMENT 3. J' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 887 4. ANY MATTERIAL APPROVED FOR WATERFFOORING IN SEC. R4062 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARSING OF UNIT MASONRY WALLS 15 NOT (REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT .APPLICATION TO THE MASONRY. FOUNDATION WATERPROOFING 4 DAMPROOFING (CONTINUED) WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN 70 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. WAL1_5 SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2.55 POUND ROOF ROLLING 3. 6 -MIL POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5.40 -MIL POLYMER- MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT 7. d' CEMENT-BASED, FIBER - REINFORCED, WATERPROOF COATING 8.60 -MIL SOLvANi -FREE, LIQUID - APPLIED S7NiHETIC RI188ER EXCEPTION: ORGANIC- SOLVANT -BASED PRODUCTS SUCH 45 HYDROCARBONS, CHLORINATED HYDROCARBONS, KETON5 AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL IOF WALLS IS PERMITTED. COLD - SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE G OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LE55 THAN 200 DES. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE, DOORS, UJINDOUJS AND 5<�- LIGHT5 GENERAL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQ FT WITH MINIMUM NET CLEAR OPENING WIDTH OF 20' AND MINIMUM NET CLEAR OPENING HEIGHT OF 24" PINI5HED SILL HEIGHT SHALL BE MAXIMUM 44" ABOVE FLOOR. WINDOW FLASHING TO BE FASTENED PER IRC CODE 703.8 WINDOW GUARDS ARE REQUIRED PER IRC 612. SAFETY GLAZING SHALL INSTALLED THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 830 B.4 : E GL Z LL BE LLE L L SIDE HINGED DOORS EXCEPT JALOUSIES 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LE55 THAN 60" A)30VE THE WALKING SURFACE 6. GLAZING GREATER THAN S S.F. AND LESS THAN 18" ABOVE FINISHED FLOOR 7, GLAZING IN GUARDRAILS 8. GLAZING LESS THAN 18" ABOVE FINISHED FLOOR S. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36" HORIZONTAL OF WALKINCs SURFACE AND 60" ABOVE ADJACENT WALKING SURFACE MECHANICAL HEATING EQUIPMENT Y AN LISTED AN A Y AN A D A WARM-AIR FURNACES SHALL BE L ED D LABELED B PPPOVED AGENC ALL RM INSTALLED TO LISTED SPECIFICATIONS. NO WARTY -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 IN4 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 UNLESS SUCH LOCATION 15 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 INSTALLS =D WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 INCHES ABOVE THE FLOOR LEVEL. VENTILATION GROUP R OCCUPANCIES 544ALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION M15085 OF THE 2009 WASHINGTON STATE ENERGY CODE WITH WASHINGTON STATE AMENDMENTS. MINIMUM SOURCE - SPECIFIC VENTILATION IS REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWI5E SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: SO cfm C. KITCHENS: 100 cfm D. WATER CLOSETS: 50 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE E9W GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LASTING, MPR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE N07 LESS THAN 2 FEET ABOVE THE HIGHES7 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 5Y6TEM WHOLE HOUSE VENTILATION REQUIREMENT. INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR SYSTEM PER IM15085 OF THE 2005 WASHINGTON STATE ENERGY CODE. 2009 WASHINGTON STATE ENERGY CODE - TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS OPTI GLAZING GLAZING U-FACTOR DOOR CEILING VAULTED WALL WALL WALL FLOOR SLAB J AREA! % OF U- FACTOR 22'FEET TO 5 FEET CEILING ABOVE GRADE INT. BELOW EXT. BELOW ON GRADE VERTICAL RHEAF OPENINGS IN WALL FLOOR 0 HOURS 3 FEET UNLIMITED 0 HOURS 5 FEET GRADE GRADE COMPLY WITH SECTION R3113 <5 FEET 5 FEET I. 13% 034 050 0.20 R -49 OR R -38 R -21 Int R -21 R -10 R -30 R -10 Z R -38 ADV TB � W 2' II. 25% 032 050 020 R -49 OR R -38 R -21 Int R -21 R -10 R -30 R -10 Z 0� < W R -38 ADV j \ / TB am W 2' III. UNLIMITED 030 050 020 R -49 OR R -38 R -21 int R -21 R -10 R -30 R -10 C R -38 ADV 3 TB A 0 U =00.029 2' -NOTE, INT. DENOTES STANDARD FRAMING I6 INCHES ON CENTER WITH HEADERS INSULATED WITH A MIN. R -10 INSULATION. FIRE RE515TANT CONSTRUCTION TABLE 8302.1 - EXTERIOR WALLS DRILLING AND NOTC­4ING STUDS, 8602.(. DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF 5TUD5 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 STUD 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 as INCH Cbmm) 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 WALL5 OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO 5UCCE561VE DOUBLED STUDS BORED. SEE FIGURES R602b(U AND R602.6(2). - EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R&02-&.l 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 (1.3Tmm) (I6 ) ga AND 1112 INCHES (38mm) WIDE SHALL BE FASTENED ACR055 AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LE SS THAN EIGHT 6d N AILS AT EACH SIDE Or' QUIV4 NT. S FIGURE R9,02 Ad. LE EE G RE 860 b.. - EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. LIGI4TING 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 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES. -EXCEPTIONS IJ PERMANENTLY INSTA LLED OUTDOOR LUMINAIRES THAT A RE N07 HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY A i RE CONTROLLED BY A MOTION SENSOR(S) WITH INTEGRAL( PHOTOCONTROL PHOT05EN50F 2) PERMANENTLY INSTALLED LUMINAIRES IN OR ACURINO SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE PITTED WITH T -8 OR SMALLER LAMPS (BUT NOT T -10 OR T -12 LAMPS). EXTERIOR WALL ELEMENT MINIMUM FIRE RESISTANCE RATING MINIMUM FIRE SEPAIRATICN DISTANCE WALLS FIRE RESISTANCE RATED I HOUR TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263 WITH EXPOSURE FROM 50TH SIDES <5 FEET NOT FIRE RESISTANCE RATED 0 HOURS 25 FEET J FIRE RESISTANCE RATED I HOUR ON THE UNDERSIDE 22'FEET TO 5 FEET PROJECTIONS NOT FIRE RESISTANCE RATED 0 HOURS 5 FEET NOT ALLOWED N/A <3 FEET OPENINGS IN WALL 25% MAXIMUM OF WALL AREA 0 HOURS 3 FEET UNLIMITED 0 HOURS 5 FEET PENETRATIONS ALL COMPLY WITH SECTION R3113 <5 FEET 5 FEET NONE REQUIRED POSTING OF CERTIFICATE U15EC 105.4 A PERTANENT CERTIFICATE SHALL BE P06TED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LI5T THE PREDOMINANT R- VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND /OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U- PACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE 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. r - -r F LE N �k Z ''nn VJ J � a W 0 J W l \MJ U/ Z � W 00 W 0 N v Z 0� < W j \ / am W Fc-ACL W L. U C 3 - A 0 N U IV N Z OR N N X O _C3 UL F ISION DATE: [NIT: PROJECT -2012 LEY 1 DATE: 12 -30 -II [NIT: L DESIGN 7 PROJECT " 11.088.1 * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. GARAGE SHALL BE SEPERATED FROM THE DWELLING LI -H ONE LAYER 0= % TYPE -X GLIB ON THE GARAGE SIDE. GLB SHALL BE CON- INUOU5 FROM THE FOUNDATION TO THE ROOF 51- EAT4HNG, OR ON ALL WALLS AND CE LING OF 'HE GARAGE. LHEN LIVING UNIT B LOCATED ABOVE TH__ GARAGE, A_L WALLS, 5LPPCRT KG 5- RUCTURE, AND CEI_ NGS OF THE GARAGE SHALL HAVE A f IN'MUM ONE LA ER OF Va -YPE -X GWB. WHEN FRAMING MEMBERS ARE MORE THAN '6 O.C., -WO LAYERS OF s %' TYPE -X GWB SHALL BE REO'D, 5HEETROCK SHA_L BE NAILED 9 1' OG. ON BO')- EDGE AND FIELD WITH 6d (27 NAILS. OPEN NGS SUCH AS DOORS AND ATTIC ACCE55 SHALL BE I -YF SOLID CORE DOORS, OR 20 MIN RATED ASSEMBLY, AND 51-ALL BE 5EL= CLOSING AND SELF LATCHING. PENETRATIONS 5HA_L BE 5 "EEL, FERROUS, OR COPPER PIPES, 5 -EEL CONDUIT, OR ONE LCLR A55EMBLIE5. (BLMC 15.04.020) NO WINDOUS SHALL BE PERMITTED IN THE GARAGE /HOUSE WALL. OPENINGS FROM A PRIVATE GARAGE DIRECT_` NTO A ROOT' USED =0R SLEEPING PURPOSES SHALL NO- BE PERMITTED. BLMC 15.04082, SEC -ION T, 4064 "U IF I -JOIST FLOOR 5.5EM5 ARE IN57AL_ED, PROVIDE THE ONE I-06R =IRE REST -IVE S" STEM PER THE [CC REPORT, THERE 5HA_L BE A =LOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. -HE FLOOR OR LAND NS AT THE EXTERIOR DOOR SHALL NOT BE MORE THAN 1.5 INCHES (35nm) LOWER THAN THE TOP OF THE - HRESHOLD. THE LAND NG SHALL BE PERMITTED TO HAVE A 5-OP- NO' TO EXCEED 025 UNITS VERTICAL IN 2 UN TS ORIZON -AL (2 PERCENT) -NOTE, BUILDING AIR LEAKAGE TEST REQUIRED AS PER W5EC 502.45 V AWG TRACER WIRE D AT ALL NON -METAL ERVICE PIPING PER UPC DUCTS -DUCTS SHALL BE LEAK TESTED IN ACCORDANCE W'TH R5 -33 PER W5EC 503.102 - DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED AS PER WSEC 503.103 AREA SUMMARY 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. 16-1 SF. GARAGE SHALL BE SEPERATED FROM THE DWELLING LI -H ONE LAYER 0= % TYPE -X GLIB ON THE GARAGE SIDE. GLB SHALL BE CON- INUOU5 FROM THE FOUNDATION TO THE ROOF 51- EAT4HNG, OR ON ALL WALLS AND CE LING OF 'HE GARAGE. LHEN LIVING UNIT B LOCATED ABOVE TH__ GARAGE, A_L WALLS, 5LPPCRT KG 5- RUCTURE, AND CEI_ NGS OF THE GARAGE SHALL HAVE A f IN'MUM ONE LA ER OF Va -YPE -X GWB. WHEN FRAMING MEMBERS ARE MORE THAN '6 O.C., -WO LAYERS OF s %' TYPE -X GWB SHALL BE REO'D, 5HEETROCK SHA_L BE NAILED 9 1' OG. ON BO')- EDGE AND FIELD WITH 6d (27 NAILS. OPEN NGS SUCH AS DOORS AND ATTIC ACCE55 SHALL BE I -YF SOLID CORE DOORS, OR 20 MIN RATED ASSEMBLY, AND 51-ALL BE 5EL= CLOSING AND SELF LATCHING. PENETRATIONS 5HA_L BE 5 "EEL, FERROUS, OR COPPER PIPES, 5 -EEL CONDUIT, OR ONE LCLR A55EMBLIE5. (BLMC 15.04.020) NO WINDOUS SHALL BE PERMITTED IN THE GARAGE /HOUSE WALL. OPENINGS FROM A PRIVATE GARAGE DIRECT_` NTO A ROOT' USED =0R SLEEPING PURPOSES SHALL NO- BE PERMITTED. BLMC 15.04082, SEC -ION T, 4064 "U IF I -JOIST FLOOR 5.5EM5 ARE IN57AL_ED, PROVIDE THE ONE I-06R =IRE REST -IVE S" STEM PER THE [CC REPORT, THERE 5HA_L BE A =LOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. -HE FLOOR OR LAND NS AT THE EXTERIOR DOOR SHALL NOT BE MORE THAN 1.5 INCHES (35nm) LOWER THAN THE TOP OF THE - HRESHOLD. THE LAND NG SHALL BE PERMITTED TO HAVE A 5-OP- NO' TO EXCEED 025 UNITS VERTICAL IN 2 UN TS ORIZON -AL (2 PERCENT) -NOTE, BUILDING AIR LEAKAGE TEST REQUIRED AS PER W5EC 502.45 V AWG TRACER WIRE D AT ALL NON -METAL ERVICE PIPING PER UPC DUCTS -DUCTS SHALL BE LEAK TESTED IN ACCORDANCE W'TH R5 -33 PER W5EC 503.102 - DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED AS PER WSEC 503.103 AREA SUMMARY 76D INSTALL SMOKE DETECTORS WHERE INDICATED MAIN FLOOR: 1293 SF. UPPER FLOOR: 1551 SF. TOTAL: 2844 5F. GARAGE: 16-1 SF. GLAZING SUMMARY WINDOWS: 265.15 SF. DOORS W/ MORE THAN 50`a GLAZING: 45 5F. SKYLIGHTS: 0 5F. TOTAL: 336.i5 SF. GLAZING PERCENT: 110 `e WDW SF / FLR SF. C %) SMOKE DETECTORS 76D INSTALL SMOKE DETECTORS WHERE INDICATED CARBON MONOXIDE ALARMS O C/M INSTALL CARBON MONOXIDE ALARM PER CODE VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRC TABLE 15013 SYMBOL 100 CFM INTERMITTENT OR KITGHEN5 25 CFM CONTINUOUS MECHANICAL EXHAUST CAPACITY BATHROOMS- TOILET ROOMS OF TS CFM MIN. INTERMITTENT OR 20 2 CFM CONTINUOUS Al -n. MAIN FLOOR PLAN © 2011 Level Design, LLC. SCALE: 1/4" =1' -0" - ALL DOORAIJINDOW HEADERS TO BE 4x10 DF02 AT 2x6 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - ALL DOOR/WINDOW HEADERS TO BE 4x10 DF02 AT 2x4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - WINDOW HEADERS AT 6' -0" ABOVE SUB FLOOR, U.N-O. - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET U UNDER FLOOR DRAINAGE SYSTEM - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. SHALL BE PROVIDED TO INSURE THE REMOVAL OF WAT_R PER BLMC. - INTERIOR PARTITIONS TO BE 2x4 AT 16" O.G. (2X6 6 PLUMBING WALLS, U.N.O.) SLOPE INTERIOR GRADE OF CRAWL - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 2(0 GAGE STEEL SPACE TOWARD DRAINAGE 5YS -EY, DRAINAGE ATE - NO DUCT OPENINGS IN GARAGE WA ER O X ERIOR OF B BUILDING - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) Z Q J a 00 N Z J Fib5Yid. ppQQ - cL) o N CO g If U CF CID � a 3 to= Z N N .O 0 �Q[ d li REVISION DATE: INIT: PROJECT 1: 6-6 -2012 MEY 2 DATE: 12 -3ID -II NIL L. DESIGN 7 PROJECT ". ILmae.l * 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 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 INnI(`.ATFn IN THIR PI AN UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. SMOKE DETECTORS 06D I INSTALL SMOKE DETECTORS WHERE INDICATED CARBON MONOXIDE ALARMS OC/M INSTALL CARBON MONOXIDE ALARM PER CODE VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRC TABLE I501.3 SYMBOL 1 KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS 2 MECHANICAL EXHAUST CAPACITY 54THROOM5- TOILET ROOMS OF 15 CFM MIN. INTERMITTENT OR 2m CFM CONTINUOUS Projections less than 5 feet to property lines shall provide fire- resistant construction per IRC Table R302.1 3'-6' 3' -3' 6' -r WAC 51 -51 -0302 a,b 2 mam xr. I SOAK TUB 2 6 M. BATI s Y2 v I 30 T -21" 5' -3i' 6' -01, "a 4' -48 1' -10 4' -&' r, 0 $V s ✓A I o, N BEDROOM 3 ILE - - X w CARPET e 468 s w IIOV LSD OC/M 26 6 8 110v m �5D al sl 'k LOWER FLOOR REFERENCE I I 12' -0' *------- -- - - -- -- LOWER FLOOR REFERENCE R/5 EGRESS EGRESS HER W.I.C. 10. m 31' a I a1111[117TAII J /00 N RP R/S Z m Ov 051) D J MASTER SUITE _ C I� CARPET DOORS e o.N 0 8" U $E$ lr+i ;D t Q V { S M. E� _ m aE "a 4' -48 1' -10 4' -&' r, 0 $V s ✓A I o, N BEDROOM 3 ILE - - X w CARPET e 468 s w IIOV LSD OC/M 26 6 8 110v m �5D al sl 'k LOWER FLOOR REFERENCE I I 12' -0' *------- -- - - -- -- LOWER FLOOR REFERENCE R/S ATTIC ACCE`55 ;q 668 � HALLUUAY I10V O C/1-1 � L _ _L CARPE 10 06D OGM 05D 9' -IIS' T -4 a R/5 2468 ,9p IIOv 061) BEDROOM 2 W I C iN N CARPET 4' K CARPET i R■ m APPROX. FLOOR -- DRAIN LOCATION - PROVIDE TRAP PRIMER IN FLOOR DRAIN D W 2!VTOJ BONUS LOFT CARP=_ 6' -3' 6' -3' 3' -13" 3' -44' 6' -3' 6' -3' L Y -9' 4' -3' 12' -6' 1' -0' 12' -6' 8' -0' 40'_0' UPPER FLOOR PLAN © 2011 Level Design, LLC. SCALE: 1/4" =V -0'I - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16' O.C., UN.O. - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X(o e 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 (LLN.O.) I I s� �N v M 0 I e C I' R6127 WINDOU SILLS IN DUELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW S LOCATED MORE THAN 12 INCH ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOU E5T PART OF THE CLEAR OPENING OF THE WINDOU SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED F -OOR OF THE ROOM IN WHICH T-IE WINDOW 15 LOCA -ED, OPERABLE SECTION OF WINDOW SHALL NO- PERMIT OPENINGS THAT ALLOW PASSAGE OF A � INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 'NCLIES OF THE FINISHED FLOOR N omV HER W.I.C. 10. m J a CARPET J /00 N t, R/S Z m Ov 051) D J c 4 ac app � EU04Eo` o�.o c =U° M.1R o.N 0 8" U $E$ lr+i ;D t Q V { 19 11 �¢ E E� _ m aE -° aci co o- EA�� U e C CA o 3 -0 ~�aO a x v V N N N m N N S : PROJECT S Y R/S ATTIC ACCE`55 ;q 668 � HALLUUAY I10V O C/1-1 � L _ _L CARPE 10 06D OGM 05D 9' -IIS' T -4 a R/5 2468 ,9p IIOv 061) BEDROOM 2 W I C iN N CARPET 4' K CARPET i R■ m APPROX. FLOOR -- DRAIN LOCATION - PROVIDE TRAP PRIMER IN FLOOR DRAIN D W 2!VTOJ BONUS LOFT CARP=_ 6' -3' 6' -3' 3' -13" 3' -44' 6' -3' 6' -3' L Y -9' 4' -3' 12' -6' 1' -0' 12' -6' 8' -0' 40'_0' UPPER FLOOR PLAN © 2011 Level Design, LLC. SCALE: 1/4" =V -0'I - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16' O.C., UN.O. - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X(o e 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 (LLN.O.) I I s� �N v M 0 I e C I' R6127 WINDOU SILLS IN DUELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW S LOCATED MORE THAN 12 INCH ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOU E5T PART OF THE CLEAR OPENING OF THE WINDOU SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED F -OOR OF THE ROOM IN WHICH T-IE WINDOW 15 LOCA -ED, OPERABLE SECTION OF WINDOW SHALL NO- PERMIT OPENINGS THAT ALLOW PASSAGE OF A � INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 'NCLIES OF THE FINISHED FLOOR N Z Q J a /00 N t, Z J c 4 ac app � EU04Eo` o�.o c =U° M.1R o.N 0 8" U $E$ lr+i ;D t Q V { 19 11 �¢ E E� _ m aE -° aci co o- EA�� U C CA o 3 -0 ~�aO H N V N N = Z N : PROJECT S Y E DATE: 12 -30 -II NIT: L. DESIGN PROJI IIID88.1 COMPOSITION RC" - "" 15• FE -T PAPER T /16" SHEATHING ROOF FRAY'NGG F INSULATION BAFF vEN -ED BLOCKIP 5/4 x 8 FASO CONTINLOUS MET, 2x6 STUDS m 16" R -21 INSULATION TA6' SHEATHNG TYVEK WRAP - T' ED NG PER ELE� 3/4' T* PLYLI 'LOOR JOISTS PE WINDOW HDR. PEE FOAM INSULATION 5/4 TRIM 51 JIINDOW W/ INS- GI 3 /a' T* PLYWOOC FLOOR JO STE, PE R -30 INSU -ATION 5/4 X 10 TRIM 54 2X PT, WOOD EIL 4'000 TO STOI 4' It SET IN WAS HFV UKAYLL W/ FILTER F45RIC OVER TYPICAL WALL SECTION SCALE : N.T.S. NOTE: 7/16" SHEATFING NO- REQUIRED ON [EXT. WALLS WHERE TI -II SIDING S SPECIFIED (UN_ESS NOTED OTHERWISE IN THE SHEAR WALL SPECIFICATIONS) •• BUILDER RESPONSIBLE FOR DETERMINING TYPE OF VENTILATION TO BE USED TO MEET REQUIREMENTS OF III SECTION 8806 USE A COMBINATION OF THE ITEMSUSE A COMBINATION OF THE ITEMS LISTED ELOW TO FULFILL LOWERTO FULFILL LOWER PORTION�NTILATION THREE -HOLE VENTED BLOCKING: 4.5 SQ IN / LIN. FT. NET FREE VENT AREA CONTINUOUS 2 -3/8" WIDE SOFFIT VENT: 9.5 SQ. IN. / LIN. FT. NET FREE VENT AREA 8 -3/8' x 9" ROOF JACKS: 50 SQ IN / EA NET FREE VENT AREA ROOF JACKS (T" x 10'): 50 SQ IN / EA NET FREE VENT AREA WALL LOUVER VENTS: 12' x 12' = 56 SQ IN / EA NET FREE VENT AREA 12" x 18" It 82 SQ IN / EA NET FREE VENT AREA RIDGE VENT: 18 SQ IN /LIN FT NET FREE VENT AREA "SHINGLE VENT" OR EQUAL(MODEL" SHFV203) FL A E HEADER HEIGHT m SUB FLOOR TOP PLATE HEADER HEIGHT e SUB FLOOR _ [Ttm.5ATN.❑ MASTER SUITE FLOOR JO 6T5 45 PER P -AN r^ Y� !A %/ �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ®1111111111111 SECTION "A" 11 NOOK '8' MIN. CRAWL SPACE —� W/ 6 M VAPOR BARRIER TYPICAL, -T GREAT ROOM R -30 INSULATION CONC. =TG. 45 PER PLAN © 2010 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 AS NOTED ON FRAMING PLAN - R -49 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 5091-8051. OF VENTING NEAR TOP OR VAPOR RETARDER - PROVIDE I' MINIMUM CLEARANCE BETWEEN INSULATION AND SHEATHING AT VENTS ?ER IRG SECTION R8063 TYPICAL WALL CONSTRUMON - 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 255t, BORING 40% II BORING IF DOUBLED E NOT MORE THAN TWO SUCCESSIVE STUDS. SEE NOTE ON SHIEET I - 2x4 STUDS o 16' O.G., INTERIOR PARTITIONS (2X6 6 PLUMBING WALLS) NON - BEARING WALL MAXIMUM NOTCH 409., BORING 60% HOLES NO CLOSER THE 5/6 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' TEG PLYWOOD SUE FLOOR (GLUE AND NAIL) - FLOOR JOISTS PER PLAN - R -30 INSULATION OVER UNHEATED AREAS COMPOSITION ROO°ING ON '5 - FEET UNDER_AYMENT ON 1/16' PL" OR 056 SHEATHING TYPICAL. Y R. TR SSES PER °LAN m 24' OC, PER MFG, SPECS. T'O R -49 INSJLATION SIDING PER ELEVATIONS ON TYVEK WRAP ON 11I6' PLY OR 055 SHEATHING. 2 x 6 STUDS 5 '6'oc. W/ EI INSULATION 3 /a' T 4 G PLYWD GLUED a NAILED TYE. �' m CONT. TIGHT_ 'NE '0 STORM SELLER 4" m PERF. PLASTIC FTG. DRAIN SET IN WASHED GRAVEL W/ FILTER FABRIC OVER N it Z ^J^ LPL M� �M W N Z J F�-=8 .3 t aa LD E 55 U C CD N 3 °u N N N �O = N � d REVISION DATE: INI7: PROJECT ': 6 -6 -2012 MEY 4 DATE: 12 -30.11 NIT: L. DESIGN 7 PROJECT 0 11.088.1 * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. NOTE: NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL OONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF SCHEDULE AND ENGINEERING PLAN WHICH Q 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. 5/4 x WR Po T- DN. TO GRADE NOTE: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED PROVIDE A 6' GRADE FALL FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE FRONT ELEVATION I0WAY FROM STR C74RE IN F'R5T PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBERS ARE REQUIIRED TO BE 4" HIGH WITH A I/7' STROKE. © 2011 Level Design, LLC. SCALE: 1/4" =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 LRC. - PROvIDE GALVANIZED SHEET METAL FLASHING AND COUNTEFIE ING 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 INSPECTION - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST Im FT, OR DRAINS OR SWAL£S 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' FLASHING AT ALL EXT. DOOR 4 WINDOW HEADERS. 0- PLATE HE GHT ro m SUB FLOOR TC- PLATE HEIGHT SUE BOOR RIGHT ELEVATION © 2011 Level Design, LLC. SCALE: 1/4" =1' -0" Z Q ^J LL M� 00 N z Q J rc E '§EJ>vV , U C CD o 3 8 °n ~�aO N J Iff Z N N = X �O d li REVISION DATE: NIT: PROJECT 5 6 -6 -1017 MEl" 5 DATE: 1730 -II NIT: L. DE51GN 7 PROJECT ". 11.088.1 * 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 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. 5/4 X 6 WINDO TRIM - TYP. 5/4 X 4 VERT. TRIM TYP. '" X 11/z BEVE 5/4 X b SILL 7 REAR ELEVATION © 2011 Level Design, LLC. SCALE: 1/4" =1' -0" LEFT ELEVATION © 2011 Level Design, LLC. SCALE: 1/4" =1'-0" G ED, TYP, N Z Q J a M� N Z Q n� L.L E @m c E U m c U-701 3 g c mm 121 JJLm LDal U C 3 ~Mp W • N t.'1 h Q V N N ll.1 Z N N Z � d .O REVISION DATE: INIT: PROJECT 6 -6 -1017 MET 6 dL. 7 HANDRAIL TO BE PRE, ENT ON ON AT LEAST ONE SIDE_ OF STAIR HANDGRIP PORTION Of- HANDRAILS SHALL HAVE CIRCULAFR CROSS SECTION 4" SPHERE S ALL OF 1114" MIN. 4 2314' MAX. EDGES SHALL HAVE NOT PASS HROUGH A MIN. RADIUS D GUARDI 4„ RAILS TO BE 36' MIN. IN HEIGHT. N OPENINGS FOR REQUIRED GUARDS ON ?� THE SIDES OF STAIR2 TREADS SHALL NOT �ALLODU A SPHERE 4.3% INCHES (101mm) TO PA55 THROUGH. L X D � Q� z Z L L Q � m W 3x4" MIN- -II/4" MAX NOSING � 6" 51PHERE UNABLE TO PASS THROUGH OPENING XJ STAIR INSTALL 112" 6 CfELING, AND WALLS 2X12 STIRINGERS FIRE BLOCKING o MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGE''.BS IF AREA UNDER STAIRS IS UNF: NISHED THRUST BLOCK INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 442' INTO THE 57AIRWAN AND MUST BE ABLE TO RESIST A 200 16. POINT LOAD FROM ANY DIRECTION. IRO SECTIC7N5 83115.1 t TABLE R3015 - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS W17H 6 OR MORE RISERS. IRC SECTIM R303b AND 311.1B - THE SPACING BETWEEN IN7ER'TEDIATE HANDRAIL MEMBERS MUST NC)T ALLOW A 4' SPHERE TO PASS THROUGH ANY OPENING. IRO SECTION R312:2 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LE55 THAN 36 INCHES, IRC SECTION 83115.1 - STAIR 4 STAIR LANDING MINIMUM WIDTH SHALL BE NO LE55 THAN 36' (3142' CLEAR IF ONE HANDRAIL, 6 2T CLEAR IF 2 HANDRAILS. IRC SECTION R3115.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX RADIUS OF 9/16'. THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 42'. IRC SECTION 8311533 - RI5ER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THANI 31,1. IRC SECTION R31153,142 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11'. IRC SECTION 8311533 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 %) 15 REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION 831155 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6' DEPTH AT INNER EDGE. IRC SECTION 8311532 - WINDER TREAD DEPTH OF 10' WITH IN 12" OF THE INSIDE. IRC SEC4ICN 8311532 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT C'F STAIR SERVED IRC 83115.4 - LANDING SHALL NOT BE LE55 THAN 36 INCHES IN DIRECTION OF TRAVEL IRC 83115.4 STAIR DETAIL 5C4LE: 1N. -.5. 1'i2' HARDWOOD HANDRAIL DEL. TOP PLATE, TYP. 2x6 EXTERIOR WALL W/ R-21 INSU- ATION, TYP. R -10 FOAM INSULA -ION — AT HEADERS, TYP. 4x HEADER AS PER — STRUCTLRAL, U.N.O., T`-O. n TYP. HEADER CONSTRUCTION G PER WSEG 152 SCALE : i2'= I -0' CONCCRETE CANNOT BE POURED DIRECTLY AGAINST UOOD, WOOD SIDINGS, OR MAVIJFACTI,RED SIDING PRODUCTS, CONCRETE CAN BE POURED AGAINST WOOD IN SUCH A MANOR AS TO PREVENT ENTK'Y OF WATER IN'C THE WALL CAVITY OR STRUCTURAL FRAMING COMPONETS WHEN FLASHING- e FELT PAPER HAVE BEEN A °P_ED OVER THE WOOD. UITL LOOP SIDINLG A 1' VERTICAL CLEARANCE HAS TO BE MAINTAINED BETWEEN THE SIDING a THE CONCRETE. WITH `1ANU= ACTURED SIDING, THE MIN- VERTICAL DISTANCE OF !- HAS TO BE M'A'INTAINED OR AS STATED IN THE MANUFACTURER'S 'NS- 4LL4TIOM1 GJIDE. 5D ING °RODUC- TUCK CORROSION RESISTANT METAL FLASHING UNDER SIDING GAP (VARIES) F5R TYPE OF SIDING I' MIN. SEE SIDING SPECIFICATIONS ? O — DOUBLE TC °'J-47E 112' DRYWALL HEADER AS PtR PLAN 2x4 CLEAT 6" — 2x WOOD 5LOC7KING (T"O,) MIN. (2) Ix BENDER 50ARD5, SLOPE CONCRETE AWAY FROM BUILDING (1/4' DER FOO- MAX. SLOPE FOR LANDINGS) GLUED AND NA%[LED. ALL h' DRYWALL (2) Ix PLYUI (TYP) 2x STUDS ARCHWAY DETAIL AS REQUIRED _ SCALE: N'.S. 0 16' o/c 1'i2' HARDWOOD HANDRAIL DEL. TOP PLATE, TYP. 2x6 EXTERIOR WALL W/ R-21 INSU- ATION, TYP. R -10 FOAM INSULA -ION — AT HEADERS, TYP. 4x HEADER AS PER — STRUCTLRAL, U.N.O., T`-O. n TYP. HEADER CONSTRUCTION G PER WSEG 152 SCALE : i2'= I -0' CONCCRETE CANNOT BE POURED DIRECTLY AGAINST UOOD, WOOD SIDINGS, OR MAVIJFACTI,RED SIDING PRODUCTS, CONCRETE CAN BE POURED AGAINST WOOD IN SUCH A MANOR AS TO PREVENT ENTK'Y OF WATER IN'C THE WALL CAVITY OR STRUCTURAL FRAMING COMPONETS WHEN FLASHING- e FELT PAPER HAVE BEEN A °P_ED OVER THE WOOD. UITL LOOP SIDINLG A 1' VERTICAL CLEARANCE HAS TO BE MAINTAINED BETWEEN THE SIDING a THE CONCRETE. WITH `1ANU= ACTURED SIDING, THE MIN- VERTICAL DISTANCE OF !- HAS TO BE M'A'INTAINED OR AS STATED IN THE MANUFACTURER'S 'NS- 4LL4TIOM1 GJIDE. 5D ING °RODUC- TUCK CORROSION RESISTANT METAL FLASHING UNDER SIDING GAP (VARIES) F5R TYPE OF SIDING I' MIN. SEE SIDING SPECIFICATIONS ? O VEN- FLUE UP 112' DRYWALL SOLID BLOCKING 2x4 CLEAT 6" MIN. SLOPE CONCRETE AWAY FROM BUILDING (1/4' DER FOO- MAX. SLOPE FOR LANDINGS) ALL h' DRYWALL /2" DRYWALL \ AS REQUIRED —2x 5TLD5 2X4 BLOC<NG TYP. 0 16' o/c 2x4 CLEAT CORROSION RESISTANT METAL 26 GA. W } SEISMIC 5TRAPPNG PER MANUFACTURERS 5PECIFICATIO S TRUSS BOT -OM CHORD — 212" 4IG4 3ie' GWB TYPE "X' .2x4 CLEAT SECURE SHAFED 2x'0 SPACER TO 2x4 FLASHING OVER 15• =EL- N5TAL_ED BETWE_N CONCRETE AND WOOD, O in SHAPED 2x10 SPACERS WILL BE CUT TO PRE FINISH METAL �AT ALL SIDES / LATERAL FORCES EQUAL TO IID0°i OF EXTEND FLASHING UP WALL FRAMING Q 7: BE ANC -IORED BRACKET TYP. x TYPICAL WATER HEATER DETAIL e CNTO CONCRETE FOUNDATION. R -035 m V TYP. HANDRAIL ` -- -s¢' GUS T-OE 'X' 22' x 30' AT71C ACCESS OPENING - ACCE66 ATCI-- 516 G.W.B. TYPE INSULATE FLL� DEPTH CEILING ATTIC ACCESS DETAIL � SCALE: V i.S. 2x ST'UD5 9 16' o/c VEN- FLUE UP 112' DRYWALL THRU ROOF 2x4 CLEAT 6" MIN. 9F 9£DRYW ALL h' DRYWALL /2" DRYWALL \ p O p WATER -EATER —2x 5TLD5 0 16' o/c 2x4 CLEAT SEISMIC 5TRAPPNG PER MANUFACTURERS 5PECIFICATIO S .2x4 CLEAT SECURE SHAFED 2x'0 SPACER TO 2x4 CLEAT6 WITH (5) -16d NA LS i° SHAPED 2x10 SPACERS WILL BE CUT TO INSURE A TGHT F1' TO WATER HEATER WATER HEATER STRAPS WILL RESIST LATERAL FORCES EQUAL TO IID0°i OF GRAVTY LOADING _z PLATFORM MUST 7: BE ANC -IORED Q TO WALL FINISHED FLOOR TYPICAL WATER HEATER DETAIL SCALE: N,T.S. WOOD TO CONCRETE FLASHINn- DETAIL SCAILE: N.T.S. r ii U i 3/4" °LYUOOD 114" PLYWOOD BACK -- - 3/4' ADJU5'AELE PLYWD, 5''ELVE5 W/ HARDWOOD EDG= S(TYPJ RECESSED STANDARD ABLE SHELF STANDARD (TYP.) PL45TIC LAMINA -E ON 3/4' PLYWOOD 3/4' PLYWOOD P�A5 -IC LAYINATE ON 3/43/4" PLYWOOD OUTLINE OF SINK WHERE OCCURS 3/4' ADJLS -ABLE PLYWD. SHELVES W / HARDWOOD EDGES(TYP) PLASTIC LA IN -E ON 3/4' PLYWOOD R= CE55ED ADJUSTABLE SHELF STANDARD (TYP.) I14' 'LYWOOD BACK 3/4' PLYIJ=) RESILIENT BASE 2X WD. BLOCKING ( -YP) BASE CABINET DETAIL SCALE: N7.5, •NO -E• 5JBJECT TO CHANGE PER MFR, * 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 REFERENCE$ AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. 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. N Z Q J M� N Z J Q 5 CF �2 n -a m W m 2 E _o ���E am era awv�� U 3 u Oo L N t�I 2n Z Z N N = )G 0 REVISION DATE: INIT: PROJECT ": 6 -6 -2012 MEY DATE: 7 12 -30 NIT: L. DESIGN 7 PROJECT': 11.088.1 BUILDING GOD : 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), AND BY REFENCE THE 2009 INTERNATION RESIDENTIAL CODE (IRS) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 P5F (Ps) ROOF DEAD LOAD = 15 P5F FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD IS PSF WIND LOAD = B5 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CLASS "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- LAYMEN? FLOOD HAZARDS AIR FREEZING MEAN ANNUAL 2,500 psi BASEMENT SLABS a INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2,500 pal F FLOOR SLAB. LOAD (mph) CATEGORY WEATHERING FR%T LINE DEPTH iER`111TE DECAY TEMP, f�OUIRED 4X6 INDEX TEMP DF -L 'I - Fb =1200 psi, Fv -110 psi, Fc =1000 psi, E=160000Opsl SLIGHT- SLIGHT 11 NO 50 50 30 85 DI / D4 MOD 18" MOD LOCAL JURISDICTION CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS a CONDITIONS PRIOR TO CONSTRUCTION. IT IS 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 LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PER91T OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE -JOIST /BEAM MANUFACTURER PLANS. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS CEEEN R -AlL _ FOUNDATION DESIGN IS BASED ON AN A65UMED ALLOWABLE 501L 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 "xYx3" PLATE WASHERS. WOOD BEARING- ON OR INSTALLED WITHIN F OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6' -O" O.C. UN.O. WITH MIN. 7 EMBEDMENT METAL �FRAMI NGGCONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG-TIE OR USP STEEL CONNECTORS tilJNCRETF MINIMUM COMPRE551VE STRENGTH OF CONCRETE PER TABLE R4022 CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF Si /, SACKS OF CEMENT PER CUBIC YARD CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL VERTICAL RE *ORDNG STE`eL TO COMPLY WITH A$TM A615 GRADE 40 (GRADE 60 AT WALLS RETAINING WK THAN 4FT OF SOIL) c NTR_L GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R&0230) ALL WOOD IN CONTACT WITH CONCRETE 70 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 319.3. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT-DIFFED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COFFER 6 "' MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS 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 (NDS) 8d COMMON (0.131" DIA., 2 -1/2" LENGTH), 56 BOX (0.113" DIA, 2 -IR" LONG), 1Od COMMON (0.148" DIA„ Y LONG) Od BOX (0.128" DIA., 3" LENGTH), Ibd COMMON (0.162" DIA, 3 -1/2" LONG), 16d SINKER (0.148 DIA, 3 -1/4" LONG) 5d COOLER (0.086" DIA., I -518" LONG ), bd COOLER (0.092" DIA, 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 STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING JNADJU5TED DESIGN MINIMUM PROPERTIES U.N.O: JOISTS; MINIMUM COMPRESSIVE STRENGTH (F'c) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION HE 2 - Fb =850 psi, Fv-150 psi, Fc =1300 psi, E=1300000pS1 2X10 OR LARGER MODERATE WEATHERING POTENTIAL - -- - 1ASEMENT WALL 5, FOUNDATION a OTHER CONCRETE NOT EXF06ED O THE WEATHER 2,500 psi BASEMENT SLABS a INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2,500 pal F FLOOR SLAB. I BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS e OTHER 3000 si (6% air entrained ./- 1 %) p I'✓ERTICAL CONCRETE WORK EXPOSED TO THE WEATHER HE 2 - Fb =915 psi, Fv =150 pal, Fc =1300 pal, E =1300000pe1 PORCHEQ CARPORT SLABS t STEPS EXPOSED 3000 pal (6% air entrained V- 1 %) TO THE WEATHER e GARAGE FLOOR SLAB, HE 2 - Fb =850 psl, Fv=15O pal, Fc =1300 psi, E= 1300000psi CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF Si /, SACKS OF CEMENT PER CUBIC YARD CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL VERTICAL RE *ORDNG STE`eL TO COMPLY WITH A$TM A615 GRADE 40 (GRADE 60 AT WALLS RETAINING WK THAN 4FT OF SOIL) c NTR_L GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R&0230) ALL WOOD IN CONTACT WITH CONCRETE 70 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 319.3. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT-DIFFED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COFFER 6 "' MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS 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 (NDS) 8d COMMON (0.131" DIA., 2 -1/2" LENGTH), 56 BOX (0.113" DIA, 2 -IR" LONG), 1Od COMMON (0.148" DIA„ Y LONG) Od BOX (0.128" DIA., 3" LENGTH), Ibd COMMON (0.162" DIA, 3 -1/2" LONG), 16d SINKER (0.148 DIA, 3 -1/4" LONG) 5d COOLER (0.086" DIA., I -518" LONG ), bd COOLER (0.092" DIA, 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 STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING JNADJU5TED DESIGN MINIMUM PROPERTIES U.N.O: JOISTS; WCOp TYPE: 2x4 to 2X8 HE 2 - Fb =850 psi, Fv-150 psi, Fc =1300 psi, E=1300000pS1 2X10 OR LARGER HE -2 - Fb =850 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi 4>< 4X DF -L 2 - Fb =900 pal, Fv =180 psl, Fc =1350 pai, E= 1600000psi 6X OR LARGER DF -L -2 - Fb =815 psi, Fv =110 psi, Fc -600 psi, E =1300000pai j 2X4 a 2X6 HE STUD - Fb =615 pal, Fv =150 pal, Fc =800 psi, E= 1200000psi 2X8 OR LARGER HE 2 - Fb =915 psi, Fv =150 pal, Fc =1300 pal, E =1300000pe1 POSTS 4X4 HE 2 - Fb =850 psl, Fv=15O pal, Fc =1300 psi, E= 1300000psi 4X6 HE 2 - Fb =850 psi, Pv =150 pai, Fc =1300 Pat, Em1300000PSI 6X6 OR LARGER DF -L 'I - Fb =1200 psi, Fv -110 psi, Fc =1000 psi, E=160000Opsl GLUED - LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS s 24F -V5 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 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 ICC EVALUATION REPORT. BEAMS DESIGNATED AS "LSD SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,325 PSI, Fv = 310 PSI, Fc = 800 F-51 (PERPENDICULAR), E = 1,550,000 PSI. BEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fc = -150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS 'PSF" 5HALL HAVE THE MINIMUM PROPERTIES: 5; = 2,900 PSI, Fv = 290 P51, Fc = "150 P51 (PERPENDICULAR), E = 2,000,000 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. 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 DESIGN$. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMP60N STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING $HALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF'WALLWOR 5HEATHING TYPICAL WALL a ROOF SHEATHING SHALL BE 1/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON a b" O.C. m PANEL EDGES AND 12" O.C. IN FIELD UND. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24116 FOR ROOF. FLOOR SHEATHING SHALL BE 19/32" TeG SHEATHING W/ 40/20 SPAN RATING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING $HALL BE ad COMMOM AT b" O.C. A PANEL EDGES AND 12" O.G. IN FIELD. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. u UPPER FLOOR SMEAR WALL KE1' PLAN L5TI4D8RJ © KJT I¢ , NON R 114. 1 61 PI- p II II �y emTk MUD FIT \\ / mexwoeern °.LL1°"w°s` I -b 3 OAR GARAGE STHDI4 NIIIIIIIIIIIIIIIII W/ STRAPS ABOVE MAIN FLOOR SHEAR WALL KE 1' PLAN SCALE: I /B " =I' -O" LSiHDBRJ LSTHDBRJ SHEAR %MALL SCHEDULE WALL SHEATHING SHEAR PANEL FIELD FRAMING a BASE PLATE ANCHOR BOLT SILL PLATE MARK THICKNESS SIDES EDGE NAILING NAILING ABUTTING NAILING DIA. e SPACING 512E HOEDOWN 77PE5 PANEL EDGES PI -6 1/16" ONE ad a 6" O.C. I2 "' 01 . 2X 6 d NAILS s 5/8" DIA ®54" OO. 2X PER KEY PLAN 1 6" O.C. PI -4 1/16" ONE ad s 4" CO. 12 1" O.C. 2x 16d NAILS m 5 /e" DIA a 42" OC, 2X PER KEY PLAN 6" 00. H3 lA6" ONE SEE DETAIL 14 I. FRAMING SHALL BE HEM -FIR 2 a 16" O.C. MAX THICKNESS OF STUDS TO BE 1x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (UN O.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR2WALL5 SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDrrG OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 86 a 6" O.C. EDGE, 12" OC. FIELD, 4. NAILING APPLIES 70 ALL SCUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.4.1, NOTE (iJ. 5. ANCHOR BOLT SPACING IS 6' -0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN IB" AND NO LESS THAN l TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Ya "x3 "x3" WASHERS AT ANCHOR BOLTS. PLATE WASHE -RS SHALL EXTEND TO WITHIN V 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 NNO.> PER IBC TABLE 2306.3. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: ad COMMON (0131" DIA, 242" LONG), 8d BOX (0.113" DIA., 2)4" LONG), 10d COMMON (0.148" DIA., 3" LONG), 10d BOX (0J28" DIA., 3" LONG), 16d COMMON (0.162" DIA, 3k" LONG), 16d SINKER (0.148" DIA., 3Y4" LONG), 5d COOLER (0.086" DIA., I %g' LONG), bd COOLER !0.092" DIA., I ye' LONG) 1, IYq" No. 6 DRYWALL SCREWS (TYPE W OR 5) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.7 8, IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL- EDGES, 2 -2x'5 W/ 10d FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDGES 70 BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR 10 WALLS WITH ad EDCSE NAILING AT 2" OL. OR IOd EDGE NAILING At 3" O.C. OR 2" O.C. OR WALLS SHEATHED ON BOTH SIDES) 9. HOLDDOWNS AND STRAPS OF EQUIVALENT UPLIFT CAPACITY WITH CURRENT IOC EVALUATION REPORT OR SIMILAR MAY BE SUBSTITUTED FOR THOSE LISTED IN THE SHEARWALL SCHEDULE WITH PRfIOR APPROVAL OF BUILDING OFFICIAL OR ENGINEER OF RECORD, 10, SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW. II. SIMPSON MASAP MUD5ILL ANCHORS, MAY BE 5UBSTIITU7ED CU FOR (U AT 2X SILL PLATES FOR THE s /a" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. I. UPPER FLOOR WALL PER PLAN W/ DBL STUDS AT STRAP MINIMUM 2. RIM BOARD PIER PLAN 3, BEAM PER PLAN 4. FLOOR J015T SYSTEM PER PLAN 5, STRAP TIE FEFR PLAN CENTER STRAP ON RIMI e WALL i0 WALL e CENTER STRAP ON FLOOR DIAPHRAGM e WALL TO BEAM 6. LOWER FLOOR' WALL PER PLAN W/ DBL STUDS, AT STRAP MINIMUM TYPICAL STRAP TIE NOL ®OWN e WALL TO WALL 4 WALL TO BEAM 'I. SHEAR WALL PER PLAN W/ DE_: STUDS AT HOEDOWN MINIMUM 2, STRAP TIE HOEDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3, RIM BOARD PER PLAN 4, FLOOR J015T 5751EM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYPICAL STRAP TIE HOEDOWN 'a F OUNDATION SCALE: Y4' =1' \' "// SCALE: I. HEADER PER PLAN (MINIMUM 3 "xil!'a ) 2. MINIMUM l2Rx4 STUD FRAMING TYP. 3. FASTEN TOP PLATE TO HEADER W/ 1 ROWS OF Ibd SINKER NAILS ®3" O.C. TYP.. 4. SIMPSON L61A24 STRAP TIE HEADER TO WALL ON INSIDE FACE 5. FASTEN SHEATHING i0 HEADER W/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN e 3^ O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. %s" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING 1. FOR PANEL SPLICE fP 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) 16d SINKERS 8. 4200" STRAP TIE HOEDOWN PER PLAN 9. s /s" DIA. ANCHOR BOLT W/ V' MINIMUM EMBEDMENT. USE (6'x2 "X1" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 0, SECTION PORTAL FRAME GONSTRUGTION AFIELD BUILT) THIRU WALL N3 SCALE: US " =1' FOUNDATION PER PLAN SHEATHING FILLER IF NEEDED 12. 1000• STRAP TIE HOEDOWN PER PLAN J L� r W J 1 U 00 N Z L� 1 A /�` �S'w a4; asy/ / q 97 0A 172 4 i ✓;/ i'�, R4,OISTE'v"'d`�� S`4rONAl Et1G� .�,1 J m � .. ° J 1 M � N C LO 00 N A, Q U A Z > W U `l LL N i N O co � W U% = W a i L � N CD E N t W M d F-S N DATE: NIT: PROJECT 012 MM VERSION "A" 2012 MM GOV'D PATIO � DATE: 12 -28 -2011 INIT: MM 4 PROJECT•: 686 Li 3 ON SHEET 51 FOR NAILING SPACING, STRAP e HOEDOWN TYPES 1x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (UN O.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR2WALL5 SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDrrG OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 86 a 6" O.C. EDGE, 12" OC. FIELD, 4. NAILING APPLIES 70 ALL SCUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.4.1, NOTE (iJ. 5. ANCHOR BOLT SPACING IS 6' -0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN IB" AND NO LESS THAN l TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Ya "x3 "x3" WASHERS AT ANCHOR BOLTS. PLATE WASHE -RS SHALL EXTEND TO WITHIN V 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 NNO.> PER IBC TABLE 2306.3. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: ad COMMON (0131" DIA, 242" LONG), 8d BOX (0.113" DIA., 2)4" LONG), 10d COMMON (0.148" DIA., 3" LONG), 10d BOX (0J28" DIA., 3" LONG), 16d COMMON (0.162" DIA, 3k" LONG), 16d SINKER (0.148" DIA., 3Y4" LONG), 5d COOLER (0.086" DIA., I %g' LONG), bd COOLER !0.092" DIA., I ye' LONG) 1, IYq" No. 6 DRYWALL SCREWS (TYPE W OR 5) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.7 8, IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL- EDGES, 2 -2x'5 W/ 10d FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDGES 70 BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR 10 WALLS WITH ad EDCSE NAILING AT 2" OL. OR IOd EDGE NAILING At 3" O.C. OR 2" O.C. OR WALLS SHEATHED ON BOTH SIDES) 9. HOLDDOWNS AND STRAPS OF EQUIVALENT UPLIFT CAPACITY WITH CURRENT IOC EVALUATION REPORT OR SIMILAR MAY BE SUBSTITUTED FOR THOSE LISTED IN THE SHEARWALL SCHEDULE WITH PRfIOR APPROVAL OF BUILDING OFFICIAL OR ENGINEER OF RECORD, 10, SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW. II. SIMPSON MASAP MUD5ILL ANCHORS, MAY BE 5UBSTIITU7ED CU FOR (U AT 2X SILL PLATES FOR THE s /a" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. I. UPPER FLOOR WALL PER PLAN W/ DBL STUDS AT STRAP MINIMUM 2. RIM BOARD PIER PLAN 3, BEAM PER PLAN 4. FLOOR J015T SYSTEM PER PLAN 5, STRAP TIE FEFR PLAN CENTER STRAP ON RIMI e WALL i0 WALL e CENTER STRAP ON FLOOR DIAPHRAGM e WALL TO BEAM 6. LOWER FLOOR' WALL PER PLAN W/ DBL STUDS, AT STRAP MINIMUM TYPICAL STRAP TIE NOL ®OWN e WALL TO WALL 4 WALL TO BEAM 'I. SHEAR WALL PER PLAN W/ DE_: STUDS AT HOEDOWN MINIMUM 2, STRAP TIE HOEDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3, RIM BOARD PER PLAN 4, FLOOR J015T 5751EM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYPICAL STRAP TIE HOEDOWN 'a F OUNDATION SCALE: Y4' =1' \' "// SCALE: I. HEADER PER PLAN (MINIMUM 3 "xil!'a ) 2. MINIMUM l2Rx4 STUD FRAMING TYP. 3. FASTEN TOP PLATE TO HEADER W/ 1 ROWS OF Ibd SINKER NAILS ®3" O.C. TYP.. 4. SIMPSON L61A24 STRAP TIE HEADER TO WALL ON INSIDE FACE 5. FASTEN SHEATHING i0 HEADER W/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN e 3^ O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. %s" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING 1. FOR PANEL SPLICE fP 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) 16d SINKERS 8. 4200" STRAP TIE HOEDOWN PER PLAN 9. s /s" DIA. ANCHOR BOLT W/ V' MINIMUM EMBEDMENT. USE (6'x2 "X1" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 0, SECTION PORTAL FRAME GONSTRUGTION AFIELD BUILT) THIRU WALL N3 SCALE: US " =1' FOUNDATION PER PLAN SHEATHING FILLER IF NEEDED 12. 1000• STRAP TIE HOEDOWN PER PLAN J L� r W J 1 U 00 N Z L� 1 A /�` �S'w a4; asy/ / q 97 0A 172 4 i ✓;/ i'�, R4,OISTE'v"'d`�� S`4rONAl Et1G� .�,1 J m � .. ° J 1 M � N C LO 00 N A, Q U A Z > W U `l LL N i N O co � W U% = W a i L � N CD E N t W M d F-S N DATE: NIT: PROJECT 012 MM VERSION "A" 2012 MM GOV'D PATIO � DATE: 12 -28 -2011 INIT: MM 4 PROJECT•: 686 Li STRAP TIE HOEDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3, RIM BOARD PER PLAN 4, FLOOR J015T 5751EM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYPICAL STRAP TIE HOEDOWN 'a F OUNDATION SCALE: Y4' =1' \' "// SCALE: I. HEADER PER PLAN (MINIMUM 3 "xil!'a ) 2. MINIMUM l2Rx4 STUD FRAMING TYP. 3. FASTEN TOP PLATE TO HEADER W/ 1 ROWS OF Ibd SINKER NAILS ®3" O.C. TYP.. 4. SIMPSON L61A24 STRAP TIE HEADER TO WALL ON INSIDE FACE 5. FASTEN SHEATHING i0 HEADER W/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN e 3^ O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. %s" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING 1. FOR PANEL SPLICE fP 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) 16d SINKERS 8. 4200" STRAP TIE HOEDOWN PER PLAN 9. s /s" DIA. ANCHOR BOLT W/ V' MINIMUM EMBEDMENT. USE (6'x2 "X1" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 0, SECTION PORTAL FRAME GONSTRUGTION AFIELD BUILT) THIRU WALL N3 SCALE: US " =1' FOUNDATION PER PLAN SHEATHING FILLER IF NEEDED 12. 1000• STRAP TIE HOEDOWN PER PLAN J L� r W J 1 U 00 N Z L� 1 A /�` �S'w a4; asy/ / q 97 0A 172 4 i ✓;/ i'�, R4,OISTE'v"'d`�� S`4rONAl Et1G� .�,1 J m � .. ° J 1 M � N C LO 00 N A, Q U A Z > W U `l LL N i N O co � W U% = W a i L � N CD E N t W M d F-S N DATE: NIT: PROJECT 012 MM VERSION "A" 2012 MM GOV'D PATIO � DATE: 12 -28 -2011 INIT: MM 4 PROJECT•: 686 Li F) n e D I ti �I �n 12'-0' LSTHDBRJ L5THI m 14" X T' SCREENED FrN VENTS (9 REQ'D I 2 X 10 HI FLR JS �, 16" O.C. B s 9 BLOCK OUT FOf MECH. WORK e M 5,T -63" 151-01, � - t 24 54 52 5LA5 ON GRADE 4" CONC, BLAB ON 1 4" COMP, FILL TYP. 1 II 5] 52 1 24 24 n ' 24 X v �' 2 X 10 HF"2 FL T B 1 2 X I0, "2 FLR Ag 5 I6" 1 r 1 DRAWL 5PAGE I DOUBLE JOIST 24 18" MIN. W/ 6 MIL VAPOR - e BARRIER TYP. - M x' 2a s 52 31 " 4' -21/2" a 52 a 52 I U 0 I 24 e X _ 24 ° m DOUBLE JOIST I - ' - 52 -' �J _ 30 ' 24 .. c °1 !30) v2 m 24 "x48 "xl2 "THICK x � 1 LAIN D011BLE JOIST 24 II 9 s I 12' -O„ 6x6 DP " I POST W/ SIMPSON CB6 uN P05T BASE LL �I ACE OF P Si L X42 I CONTINUOUS F TING c +, CONTINUOUS FOOTING n 41 X-Ai 5THD14 STHDI4 � m ST4HD14 41/21 B -3" L14 ' -10 IR' 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. �■l P.T. POST ON 18" DIA. X 8" THICK CONC. FOOTING 18 <U 2. _O 24 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING jO LO] P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 30 (4) 3. L-J P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 36 (5) "c P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY 4 (5 _ FOOTING SIZES BASED ON 1500 PsF SOIL BEARING CAPACITY (2) 8d NAILS NAILED 10 SILL W/ 3d NAILS o 6" CC, 6) grq TJI 110 SERIES FLOOR JOIST PER PLAN SECURED - F_ NAILS _ FLR J5T 61C, oa 10 SILL PLATE W/ (2) 8d NAILS 24 6 4. FLOOR JOIST BLOCKING AT POOR `9 _4 2X PRE9511RE•• TREATED BILL PLATE J SHEATHING PANEL EDGES (48" O.C.' \VA VA VA vi L UND, IN SHEAR WALL 5CHEDULE J36 4'- 31/8 " 8" a 6. "4 REBAR HORIZ. 0 12" OC. W/ (1) "4 v I? (l)x 8�� Q Pe REBAR IN UPPER 12" OF STEM WALL 5. 2X PRESSURE TREATED SILL PLATE I � 52 V DIA. ANCHOR BOLT m 12" O.C. m 24 X 18" MIN I L5THDBRJ �- 51 I (B) V A A Av 7MIN. EMBEDMENT 24 CRAWL SPACE 12' 0" 12' -5 UZI' 02 1' -(0 3/4" "4 VERTICAL S ®48" O.C. Wl - 4'- 5 1/4" v ACCESS 5LAB ON ..- - -- - -- _- _ /, / / \X 1 - 4" COMP. FILL TYP - 1/4" SLAB ON GRADE SETTING PERMITTED 9. 1 rl F - -_ � - FOOTING STHI I4RJ ALIGNED 4" GONG. SLAB ON 54 811 FOUNDATION 5TEM WALL W/ STRAPS ABOVE 11 EE_ 3" 4" COMP, FILL TYP. J SLOPE 3/16" / FT TOWARD DOORS - J24 "x48 "xl2" THICK II 9 s I 12' -O„ 6x6 DP " I POST W/ SIMPSON CB6 uN P05T BASE LL �I ACE OF P Si L X42 I CONTINUOUS F TING c +, CONTINUOUS FOOTING n 41 X-Ai 5THD14 STHDI4 � m ST4HD14 41/21 B -3" L14 ' -10 IR' 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. �■l P.T. POST ON 18" DIA. X 8" THICK CONC. FOOTING 18 <U 2. _O 24 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING jO LO] P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 30 (4) 3. L-J P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 36 (5) "c P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY 4 (5 _ FOOTING SIZES BASED ON 1500 PsF SOIL BEARING CAPACITY V� I 9 9 WALL 5CHEUULE f2J 24 4 e PLAIN C01 �.iiG. s. 55 4 - 52 24 - I LSTHDBRJ S n � e LSTHD8RJ m s a m , s - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 5GALE 1/411_ II_011 - 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 M 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 LAYOUT AND SPECS ON SITE FOR INSPECTION. I. BASE PLATE NAILING PER SHEAR 9 9 WALL 5CHEUULE f2J <U 2. SHEAR WALL- EDGE NAILING PER 2 s SHEAR WALL- SCHEDULE (4) 3. SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ Sd NAILS O 6" (5) 3, 00. SECURE= RIM i0 EACH J015T W/ z (5 2 X 10 LPTOR (2) 8d NAILS NAILED 10 SILL W/ 3d NAILS o 6" CC, 6) grq TJI 110 SERIES FLOOR JOIST PER PLAN SECURED - F_ NAILS _ FLR J5T 61C, oa 10 SILL PLATE W/ (2) 8d NAILS 24 6 4. FLOOR JOIST BLOCKING AT POOR `9 _4 2X PRE9511RE•• TREATED BILL PLATE J SHEATHING PANEL EDGES (48" O.C.' \VA VA VA vi L UND, IN SHEAR WALL 5CHEDULE J36 4'- 31/8 " 8" a 6. "4 REBAR HORIZ. 0 12" OC. W/ (1) "4 v I? (l)x 8�� Q Pe REBAR IN UPPER 12" OF STEM WALL 5. 2X PRESSURE TREATED SILL PLATE I � 52 V DIA. ANCHOR BOLT m 12" O.C. m I L5THDBRJ "4 REBAR HORIZ. e 12" O.C. W/ (D "4 UND, IN SHEAR WALL SCHEDULE W/ I (B) V A A Av 7MIN. EMBEDMENT LOCK O SLAB 51 8. "4 VERTICAL S ®48" O.C. Wl - OR FO OATION VENT 52 - 5LAB ON GRADE 4" CCNC. SLAB ON /, / / \X 1 - 4" COMP. FILL TYP - 8. -4 VERTICALS e 48" OG_ W/ STANDARD SETTING PERMITTED 9. 24 ` / / >)0//A//A AA / /AA NO WET SETTING PERMITTED FOOTING STHI I4RJ ALIGNED 24" ® 3 STORY 54 811 FOUNDATION 5TEM WALL W/ STRAPS ABOVE S2 3" LSTHDBRJ S n � e LSTHD8RJ m s a m , s - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 5GALE 1/411_ II_011 - 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 M 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 LAYOUT AND SPECS ON SITE FOR INSPECTION. I. BASE PLATE NAILING PER SHEAR WALL 5CHEUULE f2J <U 2. SHEAR WALL- EDGE NAILING PER ] flJ 2 (5J SHEAR WALL- SCHEDULE (4) 3. SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ Sd NAILS O 6" (5) 3, 00. SECURE= RIM i0 EACH J015T W/ z (5 (2) 8d NAILS NAILED 10 SILL W/ 3d NAILS o 6" CC, 6) 4. FLOOR JOIST PER PLAN SECURED _ NAILS 10 SILL PLATE W/ (2) 8d NAILS 6 4. FLOOR JOIST BLOCKING AT POOR `9 5. 2X PRE9511RE•• TREATED BILL PLATE SHEATHING PANEL EDGES (48" O.C.' \VA VA VA vi UND, IN SHEAR WALL 5CHEDULE 8" a 6. "4 REBAR HORIZ. 0 12" OC. W/ (1) "4 v I? (l)x 8�� Q Pe REBAR IN UPPER 12" OF STEM WALL 5. 2X PRESSURE TREATED SILL PLATE " x1` (B) T V DIA. ANCHOR BOLT m 12" O.C. m "4 REBAR HORIZ. e 12" O.C. W/ (D "4 UND, IN SHEAR WALL SCHEDULE W/ (B) V A A Av 7MIN. EMBEDMENT 8. "4 VERTICAL S ®48" O.C. Wl \Y \x STANDARD NOOK REQUIRED, /, / / \X ALTERNATE iSENDS, NO WET 8. -4 VERTICALS e 48" OG_ W/ STANDARD SETTING PERMITTED 9. (2) •4 REBAR CONTINUOUS IN ` / / >)0//A//A AA / /AA NO WET SETTING PERMITTED FOOTING 16" A 2 STORY 24" ® 3 STORY 24" 0 3 STORY 811 FOUNDATION 5TEM WALL WALL SCALE: 3 /a` I. J015T BLOCKING REQUIRED AT BEARING OR SHEAR WALLS ABOVE ORS WHEN JOISTS ARE NO CONTINUOUS AT BEAM .2. SECURE BLOCKING TO BEAM W/ 8d NAILS 0 b" Of 3. J015T PER PLAN 4. BEAM PER PLAN 5, 2X OR SHEATHING CLEATS BOTH SIDES TO SECURE BEAM TO POST (3) IOd NAILS INTO EACH MEMBER AT EACH CLEAT 6. 4X OR 6X TREATED POST (4X6 MIN AT BEAM SPLICE) 1, SIMP5ON 434 FRAMING ANCHOR W/ CONCRTE NAILS 8, ISOLATED FOR CONTINUOUS SPREAD ROOTING PER PLAN INTERIOR FOOTING a SEAM LINE SCALE: % " =1' I. WOOD POST W/ ARCHITECTURAL COVER PER PLAN. 2. 6IMP60N ABA P05T BASE w /J'x3" WEDGE ALL OR TITEN HD ANCHOR UN.0 ON PLAN 3. FINISHED GRADE OR SLAB AS OCCURS 4. 12" DIA OR SQUARE CONCRETE PEDESTAL (OPTIONAL) 5. (4) "4 VERTICAL5 W/ STANDARD HOOK AT CONCRETE PEDESTAL 6. "3 TIES Ai 12" O.C. 1. ISOLATED OR CONTINUOUS FOOTING PER PLAN FOOTING AT WOOD COLUMN I. BASE PLATE NAILING PER 5HEAR I. % WALL SCHEDULE (2) ] flJ 2 SHEAR WALL EDGE NAILING PER (3J SHEAR WALL SCHEDULE 3, SOLID CONTINUOUS RIM BOARD TOE (5 (4) NAILED 10 SILL W/ 3d NAILS o 6" CC, SECURE RIM TO EACH J015T W/ !2) od NAILS 6 4. FLOOR JOIST BLOCKING AT POOR `9 SHEATHING PANEL EDGES (48" O.C.' \VA VA VA vi SECURED TO BILL PLATE W/ (2) Sd v v NAILS (l)x 8�� Q Pe a 5. 2X PRESSURE TREATED SILL PLATE " x1` e UN.O. IN SHEAR WALL SCHEDULE "4 REBAR HORIZ. e 12" O.C. W/ (D "4 L ro (B) REBAR IN UPPER 12" OF STEM WALL DIA. ANCHOR BOLT a 12" O.C. U.N.O. \Y \x IN SHEAR WALL SCHEDULE W/ l" MIN_ /, / / \X 8. -4 VERTICALS e 48" OG_ W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, ` / / >)0//A//A AA / /AA NO WET SETTING PERMITTED Ib" m 2 STORY 9. (2) "4 REBAR CONTINUOUS IN FOOTING 24" 0 3 STORY 8" FOUNDATION :STEM WALL SCALE: I. % %" DIA. ANCHOR BOLT 6 l2" OC_ UND, IN SHEAR WALL SCHEDULE W/ SCALE: (1) I I. 2x STUD WALL W/ BADE PLATE NAILING PER Ij SHEAR WALL SCHEDULE (3) 2. EDGE NAILING PER SHEAR WALL SCHEDULE (2) 3. I -JOIST PER PLAN SECURED TO TOP PLATE (4) W/ (2) 8d NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF -JOIST e (5) TOE NAILED TO TOP PLATE WITH 5d NAILS II OC. (6) x 5. SHEATHING PANEL EDGE W/ EDGE NAILING F PER SHEAR WALL SCHEDULE lU (e) 6. 51MP50N LTP4 6 48" A.C. s z (g) 7. EXTEND STHD STYLE ANCHOR STRAPS WITH OVERLAPPED CMSTCIb COILED STRAP TO w ;q GET FULL NAILING AT WALL FRAMING ABOVE p (BOLT STYLE HOLDOIWNS TO BE EXTENDED VA�VA / /VA /�O VA TO WALL ABOVE W/ COUPLER NUT AND ALL i 3 4X\ \\ \ \ TREAD ROD) x w 5. 2x6 CRIPPLE WALL W/ STUDS e 16" OC L "' (10) SHEATHED a NAILED W/ Sd NAILS m 4" CC. EDGE d 12" OC. FIELD <5) CANTILEVER AT 57EM WALL SCALE: % " =1 I. FOOTING PER PLAN 2. PROVIDE "4 BAR(S) WITHIN UPPER 12" PER STEM WALL DETAIL 1 VERTICAL REBAR SPACED PER STEM WALL DETAIL 4. "4 REBAR SPLICE BAR (4) 2 STEP 1 (2) 3" TYP. n Q 2 " P STEP 1 B 24" TYP, 24" P. B? HF � (3J 9. HOEDOWN PER PLAN (p STEP 10. STEM WALL 4 FOOTING PER PLAN ELEVATION 2 3" TYP. 1 GRIFFLE WALL FOR 5LOFED LOTS STEFFED FOOTING AT 5LOFED I OT AI SCALE % " =1' '�� SCALE: NTS U) J W 0 J 1M� 1 U 00 N D 7 LPL I-AJ 4� OF F�LSg/ I• 0 ' % A CISTER AL 00 ECG, �c J 00 J ° C. M C co N o M 00 V) c��M� .L 03 Lo ��N Lo W Z Q N V U�Lc` a2 t -' O eD N � N r .'-+ RS co N W U) = W >1 co Lt°O Lo m A, cp N E Wi S3 SIM 53 3 0 J m t) 0 ui 0 6x6 DF • I POST W! z SIMPSON CC /COO COLUMN CAP 6 6 X 12 SIMPSON H'JC4 TO SOLID BLOCKING IN 4X OR6X IPSCN LUC612 SOLID COKING IN WALL f C,0 10 4XIO OR6 X 10 if1 T -O" CANTILEVER 64 53 6X12 W, 07 EI 1. 2x STUD WALL W/ BASE PLATE NAILING PIER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. I -JOIST PER PLAN SECURED TO TOP PLATE W/ (2) 8d NAILS 4, SOLID COINTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS ° 6" O.C. 5. SHEATHING PANEL EDGE 4 EDGE NAILING PIER SHEAR WALL SCHEDULE W/ SIMPSON LTP4 9 48" O.G. IF 544E4THING JOINTS ARE GATED TO OCCUR ON THE RIM, THE SIMPSON LTP4 MAY BE ELIMINNTED FLOOR JOIST BEARING AT STUD WALL j./ SCALE: %i' =I' I. BEAM PER PLAN 2, DBL 2x TOP PLATE W/ 6INF50N MBTC26 STRAP ON TOP FACE 3, KING STUD W/ (6) -16d WAILS TO BEAM (STAGGERED) EACH SIUE 4. 2X HF•2 STUDS W/ PLY1400D OR OSB FILLER AS NEEDED 6 53 5 NAIL PLIES OF BUILT UP 2x POST WITH 10d NAILS a 12" CC, (5TAGGIERED) N wq WIN S3 II� Ix III, III' (I) (2) (1) 6x BEAM 4x BE4M BUILT UP POST AT BEAM SCALE %4' =1' I- JOIST 'CANTILEVER (2) 1, BASE PLATE! NAILING AND EDGE NAILING PER SHEAR WALL 5CHEVULE 2. I -JO15T PER PLAN SECURED TO SILL PLATE W/ (2) 8d NAILS 3. SOLID CONTINUOUS RIM BOARD W/ & NAILS TO TOP AND BOTTOM CHORD OF EACH J016T 4. WEB STIFFENER AND /OR JOIST REINFORCEMENT WHERE REOUIRED BY JOIST MANUF. 5, I -JOIST BLOCKING SECURED TO TOP PLATE W/ 8d NAILS AT 6" OG. 6, 2x STUD WALL OR BEAM PER PLAN I. 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, EDGE NAILING PER SHEAR WALL SCHEDULE 3, I -JOIST BLOCKING ® FLOOR SHEATHNG PANEL EDGES (48" O.C.) SECURED TO TOP PLATE W/ (2) 8d NAILS 4, SOLID CONTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH Sd NAILS e 6" O.C. 5. SHEATHING PANEL EDGE 4 EDGE NAILING PER SHEAR WALL SCHEDULE W/ SIMPSON LTP4 A 46" 01 IF SHEATHING JOINTS ARE _- _GATED TO OCCUR ON THE RIM, THE SIMPSON LTP4 MAY BE ELIMINATED FLOOR JOIST PARALLEL TO STJD WALL SCALE: %,,x' FLOOR JOIST AT BEAM 5GALE: V4' =1 I. FLOOR JOIST (ONE OR BOTH SIDES OF BEAM) PER PLAN W/ J015T HANGER PER MANUF. 2. FLOOR DIAPHRAGM EDGE NAILING BEAM PER PLAN I. 2x SHEAR WALL ABOVE (AS OCCURS) PER SHEAR WALL SCHEDULE. 2. !-JOIST PER PLAN SECURED TO TOP PLATE W/ Sd NAILS 0 6" O.C. 3, FLOOR J015T BLOCKING v FLOOR SHEATHING PANEL EDGES (46" O.C.) SECURED TO TOP PLATE W/ (2) Sol NAILS 4, 2x SHEAR WALL PER SHEAR WALL SCHEDULE JOIST PARALLEL TO SMEAR WALL SCALE: 3/4 " =1' V/ WALE %,-1 UPPER FLOOR JOISTS TO BE: I1 %811 Tu)l 230 SERIES 6 II:�° O.G. UNLESS NOTED OTHERWISE UPPER FLOOR FRAMING PLAN - ALL DOOR /WINDOW HEADERS TO BE 4X10 OR 6X;8 OF #2 AT BEARING WALLS , U.N.O., 6' -0" MAX. SPAN SCALE : 114"= 11 -0" - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.01. - INTERIOR PARTITIONS TO BE 2X4 AT 16' O.C. (DX6 @ PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN x 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 JJOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. 4 X 16 OR 6 Xl0 J -- 4 - 3 -Lill m 1 SIM 53 I,I - J _._. X44 00 -11 J J x 65_ Z 4I CI I- J` _ I SIMPSON FLANGE T 7 3'/2" GL B x III LVL 1 GILTS TOP HANGER 5L4^ 1641^ X III x�4� III - " -� - -- _ __..._.._ OW _- -- — - — - - - — — U7 OD MU) W co M ?� 0) N - -- Q U X Z co U LL 0 if1 T -O" CANTILEVER 64 53 6X12 W, 07 EI 1. 2x STUD WALL W/ BASE PLATE NAILING PIER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. I -JOIST PER PLAN SECURED TO TOP PLATE W/ (2) 8d NAILS 4, SOLID COINTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS ° 6" O.C. 5. SHEATHING PANEL EDGE 4 EDGE NAILING PIER SHEAR WALL SCHEDULE W/ SIMPSON LTP4 9 48" O.G. IF 544E4THING JOINTS ARE GATED TO OCCUR ON THE RIM, THE SIMPSON LTP4 MAY BE ELIMINNTED FLOOR JOIST BEARING AT STUD WALL j./ SCALE: %i' =I' I. BEAM PER PLAN 2, DBL 2x TOP PLATE W/ 6INF50N MBTC26 STRAP ON TOP FACE 3, KING STUD W/ (6) -16d WAILS TO BEAM (STAGGERED) EACH SIUE 4. 2X HF•2 STUDS W/ PLY1400D OR OSB FILLER AS NEEDED 6 53 5 NAIL PLIES OF BUILT UP 2x POST WITH 10d NAILS a 12" CC, (5TAGGIERED) N wq WIN S3 II� Ix III, III' (I) (2) (1) 6x BEAM 4x BE4M BUILT UP POST AT BEAM SCALE %4' =1' I- JOIST 'CANTILEVER (2) 1, BASE PLATE! NAILING AND EDGE NAILING PER SHEAR WALL 5CHEVULE 2. I -JO15T PER PLAN SECURED TO SILL PLATE W/ (2) 8d NAILS 3. SOLID CONTINUOUS RIM BOARD W/ & NAILS TO TOP AND BOTTOM CHORD OF EACH J016T 4. WEB STIFFENER AND /OR JOIST REINFORCEMENT WHERE REOUIRED BY JOIST MANUF. 5, I -JOIST BLOCKING SECURED TO TOP PLATE W/ 8d NAILS AT 6" OG. 6, 2x STUD WALL OR BEAM PER PLAN I. 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2, EDGE NAILING PER SHEAR WALL SCHEDULE 3, I -JOIST BLOCKING ® FLOOR SHEATHNG PANEL EDGES (48" O.C.) SECURED TO TOP PLATE W/ (2) 8d NAILS 4, SOLID CONTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH Sd NAILS e 6" O.C. 5. SHEATHING PANEL EDGE 4 EDGE NAILING PER SHEAR WALL SCHEDULE W/ SIMPSON LTP4 A 46" 01 IF SHEATHING JOINTS ARE _- _GATED TO OCCUR ON THE RIM, THE SIMPSON LTP4 MAY BE ELIMINATED FLOOR JOIST PARALLEL TO STJD WALL SCALE: %,,x' FLOOR JOIST AT BEAM 5GALE: V4' =1 I. FLOOR JOIST (ONE OR BOTH SIDES OF BEAM) PER PLAN W/ J015T HANGER PER MANUF. 2. FLOOR DIAPHRAGM EDGE NAILING BEAM PER PLAN I. 2x SHEAR WALL ABOVE (AS OCCURS) PER SHEAR WALL SCHEDULE. 2. !-JOIST PER PLAN SECURED TO TOP PLATE W/ Sd NAILS 0 6" O.C. 3, FLOOR J015T BLOCKING v FLOOR SHEATHING PANEL EDGES (46" O.C.) SECURED TO TOP PLATE W/ (2) Sol NAILS 4, 2x SHEAR WALL PER SHEAR WALL SCHEDULE JOIST PARALLEL TO SMEAR WALL SCALE: 3/4 " =1' V/ WALE %,-1 UPPER FLOOR JOISTS TO BE: I1 %811 Tu)l 230 SERIES 6 II:�° O.G. UNLESS NOTED OTHERWISE UPPER FLOOR FRAMING PLAN - ALL DOOR /WINDOW HEADERS TO BE 4X10 OR 6X;8 OF #2 AT BEARING WALLS , U.N.O., 6' -0" MAX. SPAN SCALE : 114"= 11 -0" - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.01. - INTERIOR PARTITIONS TO BE 2X4 AT 16' O.C. (DX6 @ PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN x 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 JJOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. J W J U 00 N Z CI I- J` _ I T 7 O� ��S20NAL S7172 ISTV ENGN 4+ n ig' J J m ° 04 M N N i c r. •L U7 OD MU) W co M ?� 0) N i Q U X Z co U LL 0 .� o It N m .� c6 M N W i��UM = 4b y �00 E T 4) CD N E N W 0 cc�1 G fh REVISION DATE: NIT: PROJECT 6 -I0-2612 MM VERSION "A" 10 -25 -2012 MM COV'D PALO S3 DATE 12 -28 -2011 NIT: MM 4 " PROJECT 686 GTI FR COMMON TRJSSES AS PER Mfr. 5PECS. TYP MFR COMMON TRU55ES m 24" O.C. AS PER MFG, SPECS. TYP" I� LINc OF PATIOROOF BELOW 7I II I m II I Inc. I vw I moo W — 45 PER MFG. SPECS. T1 P, T 4 S4 ROOF FRAMING PLAN 14 S4 - PROVIDE VENTED BLOCKING AT REQUIRED TRLJSS /RAFTER BAYS SCALE : 11 11_011 - ALL BEAMS AND HEADERS TO BE 4X10 OR 6X81 OF #2 AT BEARING WALLS, U.N.O., 6' -0' MAX. SAN - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENIGINEER'S APPROVAL • SHALL HAVE DESIGN DETAILS. AND DRAWING'S ON SITE FOR FRAMING INSPECTION • SHALL BE INSTALLED AND BRACED TO MANLJFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. M PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) !. COMMON TRUSSES a 24" CC. PER MFG. SPECS. TYP. TRUSS W/ ROOF SHEATHING PER PLAN 2, 2x BLOCKING TOE NAILED TO PLATE W/ (3) Sd NAILS (OPT. I) OR ATTACHED W/ (1) 51MP50N RBC PER BLOCK (OPT. 2) AFT 3, EDGE NAILING 4. SIMPSON H29 a EACH TRUSS INSTALLED PER Mfr. SPECS. 5, 2x STUD WALL OR BEAM PER PLAN CFo5RM4F=6 AY BE DELETED APT. 2 H TRUS5 (OPT. 2) ROOF TRU55 AT SEARING SCALE: 3le"=1' I. GIRDER TRUS5 PER PLAN 2. VALLEY TRUSSES OR CONVENTIONAL OVERFRAMING 3. ROOF 5HEATIHING CONTINUOUS BELOW OVEIRFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRRACED W/ 2x4 ® 24" O.C. ATTACHED Al (2) IOd NAILS PER TRU55 4. ROOF TRU55 PER PLAN 5. SIMPSON HU626 OR U5P THD26 FACE MOUNT HANGER UNC. PER TRU55 MANUF. GIRDER TRUSS AT OVERFRAMING SCALE: %4` =I' (3) BEAM PER PLAN 2, WOOD POST OR COLUMN PER PLAN 3 SIMI ACE F105T CAP U.N.O. 4, SIMPSON AC Pt057` CAP UN.O, 5 BEAM SPLICE AS OCCURS C, MITER CUT 5E4M5 AT CORNER CONDITION PLAN vIEW AT CORNER W000 15EAM AT WOOD F=OST SCALE: 3 /e "=" G,45LE END TRUSS SCALE: V4"zl 1" 2x4 OUTRIGGER 9 AS OC. 2 GABLE END TRU85 W/ SHEATHING PER SHEAR WALL SCHEDULE FOR WALL BELOW 3, 2x DIAGONAL BRACE O SFT CC. 4. SECURE BRACE T 2x BLOCKING W/ (3) IIDd NAILS 5. SIMPSON A34 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/ 100 NAILS 9 6" O.C. 8. ROOF TRUSSES s 24" O.C. PER PLAN ! CONVENTIONAL 2x CVER FRAMING 9 24" OC_ W/ (4i 16d 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) Ibd NAILS PER TRU55 4, ROOF TRUSS TOP CHORD OR RAFTER PER PLAN g CONTINUOUS SHEATHING BENEATH OVERFRAMING OR 2x4 BRACING m 24" O.C. W/ 2 -16d NAILS PER TRUSS. FOR RAFTER SPANS BELOW USE THE FOLLOWING SIZES: J 0' -0" TO 6' -1" — 7x4 &'-8" TO 9'-T' TO IT -PI 2x5 12'-3" TO 14'- 10 " 2x16 L� 1 14'-11" TO IT -3" 2x12 (ASSUMES RAFTERS 6 24" CC, ,^ V n E � F641 INf_ U 88025] 3 a R -F -2) PER TABLE R8025](3) FOR HF '2) T3 SCALE: '/x =I' J I I I i 00 N � Z L� pp.'HA3 �.CL> P'4� t c "'U, � 'pp Y avivz' O+h REC37172 I J J co ° N CN M � d% Lo 00 a) M pp M 7 •L A, cy) N I@) r .� U ti a C) 00 N r W m co a0 = T rnco E Lul cp Lo Co N E CZ) C M U-1 a REVISION DA-E: [NIT: 54 6 -IS -2012 MM VERSION All 10 -25 -2012 MM COVO PATIO S4 DATE 12 -28 -2011 [NIT: MM 4 PROJECT 686 N Q w w m Q I l 54 RIDGE RIDGE � 54 I i III i � v v I ! 13 RIDGES v a �/ // ✓// T[UB- SS jr/ 1 i� / / 1� 40 / /i, 4✓ G � C / m m jl ! v,� it ! — _ i OVER FRAMING L! 1 C 10.12 GABLE ENDITRUSS 1012 �4/ I r'' %'" //, /, /�,� / /✓'b // GIRDER TRUSS COMMON TRU55_ l5 - STUB TRU55 e COMMON TRUSS 54 54 STUB TRJ55 51M ---:3 10:12 � 10:12 ® 119 x GABLE cND T U55 6 12 -- __- -- n ° �- - -- - - - -__ - -- - �, -c( 4a2 — rc 4a2 4 AS Tm - - - 6 x1-2 - - 54 10 cq GABLE END TRU55 I Inc. I vw I moo W — 45 PER MFG. SPECS. T1 P, T 4 S4 ROOF FRAMING PLAN 14 S4 - PROVIDE VENTED BLOCKING AT REQUIRED TRLJSS /RAFTER BAYS SCALE : 11 11_011 - ALL BEAMS AND HEADERS TO BE 4X10 OR 6X81 OF #2 AT BEARING WALLS, U.N.O., 6' -0' MAX. SAN - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENIGINEER'S APPROVAL • SHALL HAVE DESIGN DETAILS. AND DRAWING'S ON SITE FOR FRAMING INSPECTION • SHALL BE INSTALLED AND BRACED TO MANLJFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. M PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) !. COMMON TRUSSES a 24" CC. PER MFG. SPECS. TYP. TRUSS W/ ROOF SHEATHING PER PLAN 2, 2x BLOCKING TOE NAILED TO PLATE W/ (3) Sd NAILS (OPT. I) OR ATTACHED W/ (1) 51MP50N RBC PER BLOCK (OPT. 2) AFT 3, EDGE NAILING 4. SIMPSON H29 a EACH TRUSS INSTALLED PER Mfr. SPECS. 5, 2x STUD WALL OR BEAM PER PLAN CFo5RM4F=6 AY BE DELETED APT. 2 H TRUS5 (OPT. 2) ROOF TRU55 AT SEARING SCALE: 3le"=1' I. GIRDER TRUS5 PER PLAN 2. VALLEY TRUSSES OR CONVENTIONAL OVERFRAMING 3. ROOF 5HEATIHING CONTINUOUS BELOW OVEIRFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRRACED W/ 2x4 ® 24" O.C. ATTACHED Al (2) IOd NAILS PER TRU55 4. ROOF TRU55 PER PLAN 5. SIMPSON HU626 OR U5P THD26 FACE MOUNT HANGER UNC. PER TRU55 MANUF. GIRDER TRUSS AT OVERFRAMING SCALE: %4` =I' (3) BEAM PER PLAN 2, WOOD POST OR COLUMN PER PLAN 3 SIMI ACE F105T CAP U.N.O. 4, SIMPSON AC Pt057` CAP UN.O, 5 BEAM SPLICE AS OCCURS C, MITER CUT 5E4M5 AT CORNER CONDITION PLAN vIEW AT CORNER W000 15EAM AT WOOD F=OST SCALE: 3 /e "=" G,45LE END TRUSS SCALE: V4"zl 1" 2x4 OUTRIGGER 9 AS OC. 2 GABLE END TRU85 W/ SHEATHING PER SHEAR WALL SCHEDULE FOR WALL BELOW 3, 2x DIAGONAL BRACE O SFT CC. 4. SECURE BRACE T 2x BLOCKING W/ (3) IIDd NAILS 5. SIMPSON A34 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/ 100 NAILS 9 6" O.C. 8. ROOF TRUSSES s 24" O.C. PER PLAN ! CONVENTIONAL 2x CVER FRAMING 9 24" OC_ W/ (4i 16d 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) Ibd NAILS PER TRU55 4, ROOF TRUSS TOP CHORD OR RAFTER PER PLAN g CONTINUOUS SHEATHING BENEATH OVERFRAMING OR 2x4 BRACING m 24" O.C. W/ 2 -16d NAILS PER TRUSS. 2x STUD WALL bJ /5HEATHING < NAILING PER 5HEAR WALL SCHEDULE 2. JOIST PER PLAN SECURED TO PLATE W/ (2) 8d NAILS, 3, JACK/MONO TRUSS PER PLAN h� LUS HANGER TO RIM 4, 2x STUD WALL OR BEAM BELOW PER PLAN E, ROOF DIAPHRAGM EDGE NAILING PER PLAN 6, 2X BLOCKING BETWEEN TRU55E5 ATTACHED TO WALL W/ IOld N4 -5 STAGGERED AT 6" CC, 7, 2X BLOCKING BETWEEN STUDS W/ A34 AT EACH END - MONO TRUSS TO WALL AT RIM SCALE: %' =I' FOR RAFTER SPANS BELOW USE THE FOLLOWING SIZES: J 0' -0" TO 6' -1" — 7x4 &'-8" TO 9'-T' TO IT -PI 2x5 12'-3" TO 14'- 10 " 2x16 L� 1 14'-11" TO IT -3" 2x12 (ASSUMES RAFTERS 6 24" CC, ,^ V n E � F641 INf_ U 88025] 3 a R -F -2) PER TABLE R8025](3) FOR HF '2) T3 SCALE: '/x =I' 2x STUD WALL bJ /5HEATHING < NAILING PER 5HEAR WALL SCHEDULE 2. JOIST PER PLAN SECURED TO PLATE W/ (2) 8d NAILS, 3, JACK/MONO TRUSS PER PLAN h� LUS HANGER TO RIM 4, 2x STUD WALL OR BEAM BELOW PER PLAN E, ROOF DIAPHRAGM EDGE NAILING PER PLAN 6, 2X BLOCKING BETWEEN TRU55E5 ATTACHED TO WALL W/ IOld N4 -5 STAGGERED AT 6" CC, 7, 2X BLOCKING BETWEEN STUDS W/ A34 AT EACH END - MONO TRUSS TO WALL AT RIM SCALE: %' =I' J L� 1 W J U 00 N � Z L� pp.'HA3 �.CL> P'4� t c "'U, � 'pp Y avivz' O+h REC37172 9 J J co ° N CN M � d% Lo 00 a) M pp M 7 •L A, cy) N I@) r .� U ti a C) 00 N r W m co a0 = T rnco E Lul cp Lo Co N E CZ) C M U-1 a REVISION DA-E: [NIT: PROJECT 4 6 -IS -2012 MM VERSION All 10 -25 -2012 MM COVO PATIO S4 DATE 12 -28 -2011 [NIT: MM 4 PROJECT 686