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8641J PlanNORTHWEST HOME DESIGNIWs. INC. CONSTRUCTION DOCUMENT LICENSE I. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE, WHICH IS PART OF THE PRICE YOU PAID FOR THIS PRODUCT, NORTHWEST HOME DESIGNING, INC., AS LICENSOR GRANTS YOU, THE LICENSEE, A NONEXCLUSIVE RIGHT OF USE FOR THE PURPOSE OF CONSTRUCTING ONE STRUCTURE FROM THESE DOCUMENTS. NHD RESERVES ALL RIGHTS NOT EXPRESSLY GRANTED TO THE LICENSEE. 2. OWNERSHIP OF TECHNICAL DRAWINGS: NHD RETAINS THE TITLE 11 USC RIGHTS AND OWNERSHIP OF THESE CONSTRUCTION DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE "WORK ", REGARDLESS OF THE FORM OF THE ORIGINAL AND /OR OTHER COPIES. THIS 15 NOT A SALE OF ORIGINAL DOCUMENTS WHATSOEVER 3, COPY RESTRICTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS ARE COPYRIGHTED. UNAUTHORIZED COPYING OF THESE DOCUMENTS 15 EXPRESSLY FORBIDDEN. YOU MAY BE HELD LEGALLY RESPONSIBLE FOR ANY COPYRIGHT INFRINGEMENT THAT IS CAUSED OR ENCOURAGED BY YOUR FAILURE TO ABIDE BY THE TERMS OF THIS AGREEMENT. 4. TRANSFER RESTRICTIONS: THESE TECHNICAL DRAWINGS AR= LICENSED TO YOU ONLY, AND MAY NOT BE TRANSFERRED TO ANYONE ELSE WITHOUT THE PRIOR WRITTEN CONSENT OF NORTHWEST HOME DESIGNING, INC- IN NO EVENT MAY YOU TRANSFER ASSIGN, RENT, LEASE SELL, OR OTHERUJ15E DISPOSE OF THESE CONSTRUCTION DOCUMENTS. 5. MISCELLANEOUS: THIS AGREEMENT IS GOVERNED BY THE LAWS OF THE STATE OF WASHINGTON. NEITHER NHD NOR ANYONE ELSE WHO IS INVOLVED IN THE CREATION, PRODUCTION, OR DELIVERY OF THIS PRODUCT SHALL BE LIABLE FOR ANY DIRECT OR INDIRECT CONSEQUENTIAL, OR INCIDENTAL DAMAGES. VIOLATION OF THE TERMS OF THI5 AGREEMENT AR= SUBJECT TO A MINIMUM FIFTY THOUSAND ($50,000.00) DOLLAR PENALTY. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THIS AGREEMENT OR IF YOU DESIRE TO CONTACT NHD FOR ANY REASON, PLEASE WRITE US AT: NHD MARKETING DIVISION: 4924 109TH ST. S.W., LAKEWOOD, WA 98499 OR CALL (253) 584 -6309. IMPORTANT NOTICE: THE PLAN YOU ARE RECEIVING IS DESIGNED TO BE SOLD THROUGHOUT MANY JURISDICTIONS AND BUILDING CODES WHICH ARE FOUND IN THE UNITED STATES. AS THESE JURISDICTIONS AND REQUIREMENTS MAY VARY, THESE PLANS WERE DESIGNED TO THE INTERNATIONAL RESIDENTIAL CODE AND RELATED NATIONAL ORDINANCES ONLY, AND MAY NOT COMPLY WITH SPECIFIC JURISDICTIONAL CODES AND 5PECIFICATIONU5*- THEY WILL BE SUBJECT TO CHANGE AND VARYING INTERPRETATIONS. THE PURCHASER MUST ENSURE THAT THE PLANS COMPLY WITH ALL LOCAL, AS WELL AS NATIONAL BUILDING CODES AND REQUIREMENTS, WHICH ARE APPLICABLE FOR THE SPECIFIC 51TE AND STRUCTURAL ENGINEERING REQUIREMENTS. BEFORE BEGINNING CONSTRUCTION, PURCHASER MUST HAVE PLANS REVIEWED BY A LICENCED STRUCTURAL ENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS, AND DATA (INCLUDING W15 OR HER LICENSEE "STAMP') WHICH WILL BE SUBMITTED (WHERE REQUIRED) WITH THESE DRAWINGS AND SPECIFICATIONS TO THE LOCAL BUILDING OFFICIALS. FAILURE TO DO THIS RENDERS THESE DOCUMENTS LEGALLY INVALID AND ABSOLVES NHD OF ANY LIABILITY (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE DAMAGES. APPROVED PLANS: IRC 1063.1 APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY A STAMP WHICH STATES "REVIEWED FOR CODE COMPLIANCE." ONE SET OF CONSTRUCTION DOCUMENTS 50 REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR HIS OR HER AUTHORIZED REPRESENTATIVE- PREMISES IDENTIFICATION: IRC 83193 ADDRESS NUMBERS. BUILDINGS SHALL HAVE APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH (12.1 MM). WHERE ACCESS 15 BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 2009 IRC WHOLE HOUSE VENTILATION OPTIONS FOR WHOLE HOUSE VENTILATION RATES (CFM) AND CALCULATIONS SEE TABLE MI5082 e SECTION 1115083. IRC MI505A - INTERMITTENT WHOLE HOUSE VENTING USING EXHAUST FANS WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILL SHALL HAVE A SONE RATING OF 10 OR LESS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM. IRC M15085 - INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR SYSTEM SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M15083 SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS. OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM. OUTDOOR INLET DUCT SHALL CONNECT UPSTREAM OF THE BLOWER THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. FLOW RATE SHALL BE FIELD - TESTED. IRC1508.6 - INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN SUPPLY FAN SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS OR THROUGH DEDICATED DUCTS TO EACH HABITABLE ROOM. THE OUTDOOR SHALL BE FILTERED BEFORE IT IS DELIVERED- AN OUTDOOR INLET SHALL BE CONNECTED TO EITHER THE SUPPLY OR RETURN AIR SYSTEM. SYSTEM SHALL HAVE A BACK -DRAFT DAMPER AND PROPERLY CALIBRATED. IRC 1508.1 - INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM ALL DUCTWORK SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S SPECS. MUST MEET FLOW RATINGS PER 1115082 AND HAVE FILTER ON THE UPSTREAM SIDE. OUTDOOR INLETS SHALL BE SCREENED AND PROPERLY LOCATED. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE UPSTREAM OF THE HEAT EXCHANGER SHALL BE INSULATED TO R -4. ALL SYSTEMS - THE WHOLE HOUSE VENTILATION FAN SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER WITH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL. SET TO OPERATE 8 HOURS A DAY t LABELED. GROUNDED OUTLETS: ALL RECEPTACLES SHALL BE GROUNDED TYPE. RECEPTACLES LOCATED IN KITCHENS AND BATHS SHALL BE INSTALLED ABOVE THE WORK TOP. OTHER RECEPTACLES SHALL BE INSTALLED AT 12" VERTICALLY ABOVE THE FLOOR UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WALL SWITCHES: WALL 5WITCHE5 SHALL BE INSTALLED 42" ABOVE THE FLOOR, UNLE55 OTHERWISE SHOWN ON THE DRAWINGS. APPLIANCE LOCATIONS: M1305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPIING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEEP AND 30 INCHES WIDE (162 MM BY 162 MM) SHALL BF PROVIDED IN FRONT OF TIHE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROO MPEATER6 SHALL BE PERMITTED WITH AT LEAST AN 18 -INCH (451 MM) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. APPLIANCES LOCATED IN GARAGE: MI3013 ELEVATION OF IGNITION SOURCE. APPLIANCES HAVING AN IGNITION SOURC[ SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN la INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF THIS SECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLIING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M13013.I PROTECTION FROM IMPACT, APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: MI5023 DUCT TERMINATION. EXHAUST DUCT5 SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS. IF THE MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION LOCATION, THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET (914 MM) IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502.4.4.1 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 25 FEET (1620 MM)FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. DUCT LENGTH MUST BE REDUCED BY 25 FOR 45° BEND 1 5FT FOR 90° BEND FOR A 4" EXHAUST PIPE. RANGE HOOD: 11505.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS Cr 0.0151 -INCH (03950 MM) (NO. 28 GAUGE) WITH 1/4 INCH (6.4 MM) CLEARANCE BETWEEN THE HOOD AND THE UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS. A CLEARANCE OF AT LEAST 24 INCHES (610 MM) SHALL BE MAINTAINED E3ETWEEN THE COOKING 5URaFACE AND THE COMBUSTIBLE MATERIAL OR CABINET. THE HOOD SHALL BE AT LEAST AS WIDE AS THE BROILER UNIT, EXTEND OVER THE ENTIRE UNIT, DISCHARGE TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL INFILTRATION/EXRLTRATION WHEN NOT IN OPERATION. BROILER UNITS INCORPORATING AN INTEGRAL EXHAUST SYSTEM, AND LISTED AND LABELED FOR USE WITHOUT AN EXHAUST HOOD, NEED NOT HAVE AN EXHAUST HOOD. EXHAUST DUCTING: MI503.1 GENERAL. RANGE HOODS SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE -WALL DUCT. THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE, SHAILL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKORAFT DAMPER DUCTS SERVING RANGE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR AREAF.o INSIDE THE BUILDING. HEATING: IRC R3035 EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A M11N. ROOM TEMPERATURE OF 68'F AT A POINT 8 ABOVE THE FLOOR AND 2' FROM] EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. HEATING TYPE: HEATING TYPE AND FUEL SHALL BE SELECTED BY THE OWNER ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. ALL HEATING DUCTS WITHIN UNCONDITIONED SPACES SHALL BE INSULATED TO R -8. DUCTS INSTALLED UNDER SLABS SHALL E3E INSULATED TO R -5. VENTILATION DUCTS: ALL DUCTS SHALL 1fER INATE OUTSIDE THE BUILDING. FAN DUCTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS AND SHALL BE INSULATED TO A MIN. OF R -4 IN AN UNCONDITIONED SPACE, PIPE INSULATION: W5EC 503.11 PIPE INSULATION: ALL PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE TO R -4 FOR HOT 6 R -3 FOR COLD. DISTRIBUTION: WHERE OUTDOOR AIR SUPPLIES (WINDOW OR WALL PORT5) ARE SEPARATED FROM FAN LOCATIONS BY DOORS, ADEQUATE AIR FLOW SHALL BE ENSURED BY UNDER CUTTING DOORS OR INSTALLING GRILLS OR TRANSOMS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 "' ABOVE THE SURFACE OF THE FINISHED FLOOR COVERING. SPACE HEATING TYPE: (WAG 51 -11 -1302) F;OR THE PURPOSE OF DETERMINING BUILDING ENVELOPE REQUIREMENTS, THE FOLLOWING TWO CATEGORIES COMPRISE ALL SPACE HEATING TYPES: ELECTRIC RESISTANCE: SPACE HEATING SY51EM5 WHICH USE ELECTRIC RESISTANCE ELEMENTS AS THE PRIMARY HEATING SYSTEMS INCLUDING BASEBOARD, RADIANT, AND FORCED AIR UNITS WHERE THE TOTAL ELECTRIC RESISTANCE HEAT CAPACITY EXCEEDS ONE WATT PER SQUARE FOOT OF THE GROSS CONDITIONED FLOOR AREA. EXCEPTION: HEAT PUMPS AND TERMINAL ]ELECTRIC RESISTANCE HEATING IN VARIABLE AIR VOLUME DISTRIBUTION SYSTEMS. OTHE =R: ALL OTHER SPACE HEATING SYSTEMS INCLUDING GAS, SOLID FUEL, OIL, AND PROPANE SPACE HEATING SYSTEMS AND THOSE SYSTEMS LISTED IN THE EXCEPTION TO ELECTRIC RESISTANCE. PACKAGED ELECTRIC HEATING AND COOILING EQUIPMENT: FOR EQUIPMENT WHICH PROVIDES BOTH HEATING AND COOLING IIN ONE PACKAGE UNIT, INCLUDING HEAT PUMPS WITH ELECTRIC HEATING AND COOLING AND GAS -PACK UNITS WITH GAS HEATING AND ELECTRIC COOLING, COMPLIANCE NEED ONLY BE DEMONSTRATED FOR THE LARGER OF THE SPACE HEATING OR SPACE COOLING LOAD FOR THE SELECTED SYSTEM SIZE. (WSEC 50322 EXCEPTION U TEMPERATURE CONTROLS: U 6EC 503.8.1 TrwE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE FREGULATION OF TEMPERATURE. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLE SCHEDULE (WEEKDAY5/WEEKEND5) AND BE CAPABLE OF PROVIDING AT LEAST Two PROGRAMMABLE SETBACK PERIODS PER DAY. EACH ADDITIONAL SYSTEM PROVIDED WITHIN A DWELLING UNIT SHALL BE PROVIIDED WITH AT LEAST ONE ADJUSTABLE THERMOSTAT FOR THE REGULATION OF TEIMPERATUI;M. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKEND5). INDOOR DESIGN TEMPERATURE: INDOOR DESIGN TEMPERATURE SHALL BE 10' FOR HEATING AND 18' FOR COOLING. (W5EC 30)22.1) DAMPERS: OUTSIDE AIR INTAKES, EXHAUST OUTLETS AND RELIEF OUTLETS SERVING CONDITIONED SPACES SHALL BE EQUIPPfED WITH MOTORIZED DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS SHUT OFF OR UPON POWER FAILURE. (WAG 51- II- 1412A.1) EXCEPTIONS: I. SYSTEMS WHICH REQUIRE CONTINUOUS OPERATION. 2. COMBUSTION AIR INTAKES. 3. GRAVITY (NON- MOTORIZED) RELIEF DAMPERS ARE ACCEPTABLE IN EQUIPMENT WITH LESS THAN 5,000 CFM TOTAL SUIppLY FLOW WHEN IN BUILDINGS LESS THAN THREE STORIES IN HEIGHT. 4. TYPE I GREASE HOODS EXHAUST. FIREBLOCKING: 8302.11 FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. 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 STAGGERED STUDS, AS FOLLOWS: 1.1 VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). 2- AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 1 IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R3021. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIFEBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. , h, FO L•_. MAR 2 7 2013 C) O 1 00 ■ 00 Z"' LO LL � N Z° M co E LO o WLOc 12 N u cu W0� E CO 0 0) O < 0 s Z Iwo0 0 'A _/ Ww Q U) �w O w ZU) 0) O T_ N LI-14 C -1 1 1 1 of 1 1 �Z f 1 4" GONG. SLAB W/ THICKENED EDGE 0 �I -lam S.V. Emu S.V. S.V. I S.V. CRAWL SPACE ACCESS _1GJ. WELL _--- ------------------ O 0 rL i- 5.v. — — — — N 0 — Q APPROVED 6X6 POSTBASE4 FOOTING COW PER EW&G. CALG5. (2 PLUS,) EDGE OF 5LAB-7 — — — — — — 13' -6 1/2" 6' -5, 1/2" I' -10 1/ " 16' -3" RO. 20' -0" 20' -0" o o 0 ri • 2►s.� 4" GONG. ,SLAB 4" COMP. SAND / 63RAVEL BASE 1 0 SLOPE SLAB TOWARD DOOR (2) 04 BARS ( -,ONT. IN FRG. ® DOOR OPDNING. r — CONT, FIG.— I- EDGE OF SLAB rt1 W 9' -311' RO. I' 1 12' -0" 1 DAT f ON SCALE : 1/418 _ I'-011 VAPOR BARRIER IN CRAWL- SPACE: A GROUND COVER OF 6 MIL BLACK POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12" MIN AT THE JOINTS AND SHALL EMEND TO THE FOJNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL $FACES IF THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIN THICKNESS OF 3 -1/21 ' (1115E0 502Jb .1) SOILS: IRC R401.4.1 IN LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, THE LOAD- BEARING VALUES IN TABLE R401.4.1 SHALL BE SLOPE: IRC R403.15 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING I UNIT VERTICAL IN 10 UNITS HORIZONTAL. (10% SLOPE). EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CON5TRUCTION, REMODELING AND O DEMOLITION WORK- VERIFY METHOD WITH LOCAL JURISDICTION O O FOUNDATION FOOTING DEPTH: IRC R4011.A ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND SURFACE. WHERE DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO -._ .._ A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF AND SEISMIC CONDITIONS. R40314.1 - R40314 -,— I— COLLECTION 50 AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED —_ 0 - - - - -- F- -1 F- r J MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.1 MAD FIGURE "W" TO SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE v' R403.10) THE FOOTING WIDTH, SHALL BE BASED ON THE LOAD - BEARING SHALL FALL A MINIMUM OF 6 INC14ES (152 MM) WITHIN THE FIRST 10 FEET. � LtJ J Lt FOUNDATION WALL SIZE: R404.152 CONCRETE WALL THICKNESS. THE j "I M BE 2 INCHES (SIMNM) AND THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR DBL. JSiS. 6 f GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. SUPPORTING PIER5 AND COLUINI5 SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PR£55JRE N ACCORDANCE WITH TABLE � 1 FOUNDATION MICHOR BOLTS: WOOD 50LE PLATES AT ALL EXTERIOR WALLS � FOUNDATION WALL DAMP - PROOFING: 8406.1 CONCRETE AND MASONRY I ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT FOUNDATION DAMP -SING. EXCEPT WHERE REQUIRED BY SECTION 1 wl wl T 1 AND ENCL05ED INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A DAMP- PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MAXIMUM OF 6 FEET (1829 MM) ON CENTER BOLTS SHALL BE AT LEAST 1/2 �I O INCH (12.1 MM) IN DIAMETER AND SHALL EXTEND A MINIMIM OF l INCHES (118 LL MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. A _O NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE N SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT O L1J L 1-J I J LOCATED NOT MORE THAN 12 INCHES (305111) OR LE55 THAN SEVEN BOLT O DIAMETERS. FROM EACH END OF THE PLATE SECTIOL M 0 ��g SPACE I CONC. FTG. i APPROVED POST CRAUL SPACE I CD WOOD GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE 4 PROVIDED WITH A 1/2" AIRSPACE ON TOPS, SIDES AND ENDS UNLESS AS PER EWV6 CALC:S. TYP. 16" ) NATURALLY DURABLE OR PRESERVATIVE - TREATED WOOD IS USED. 65 E FOUNDATION: CHIMNEYS: FOOTINGS FOR MASONRY CHIMNEYS SHALL � 12" MIN. LAS BARRIER t I I 1 CONCRETE BE CONSTRUCTED O' CONCRETE OR SOLID MASONRY AT LEAST U INCHES (305 MM) THICK AND SHALL EXTEND AT �\ ' LEAST 6 INCHES (152 MM) BEYOND I r T J L�-1 -� _— _- __-I -t THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL -SIDES. FOOTINGS Uj LM SHALL BE FOUNDED ON NATURAL L ND15TURBED EARTH OR ENGINEERED I N 10: -0 L J L J L J 1 10' -0 1 101-011 1 0' -0" Q �� FOOTINIG5 SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. 8 ^ 11 CONCRETE STRENGTH: IRO R4022 CONCRETE SHALL HAVE A MINIMUM O SPECIFIED COMFRE551VE STRENGTH AS SHOLLN IN TABLE R4022. CONCRETE W ai C E SIIBJECi TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR 00 O 5- 5HEETS. O FILL FILL UNDER GROUND SJFPOIRTED SLABS SHALL BE A MINIMUM OF 4" COMPACTED SAND OR O � Q GRAVEL. T SEISMIC REINFORCING R40313 SEISMIC REINFORCING CONCRETE FOOTINGS Z LOCATED IN SEISMIC DESIGN CATEGORIES DO, DI AND D2, AS ESTABLISHED t IN TABLE R30120U, SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM Q REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) e CLEAR FROM THE BOTTOM OF THE FOOTING. IN 5EI5MIC DESIGN CATEGORIES O N O 1 BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER THE VERTICAL BAR SHALL EXTEND TO 3 INCHES (16 MM) CLEAR OF THE LL� k) L J 4 BOTTOM OF THE FOOTING, HAVE A 5TAWDARD HOOK AND EMEND A MINIMUM OF 14 INCHES (351 MM) INTO THE STEM WALL. al N. m ml � T 1 � 1 r 7 F -1 BLOCK FOR FUF N � j 1 -OMIT J L . PLENUM a I _ e L J ---- - - -- I.,1 I ;I L -L J I I; II II I'I F- I I L� J II N II _ a t I 1 � I, a I 1 t - F- --' I SLAB ON GRADE F C] - 1 1 4" CONC. SLAB 6 L J J I 4" COMP. SAND / GRAVEL BASE.: — — — — f SLOPE SLAB TOWARD DOOR — •4 0 a) INTO INTO GONG. TYP. • ALL BARS OUT IB" 4" GONG SLAB 6 2 SLA55 W/ THICKE=NED EDGE 1 0 1 i — 1 �p •4 BARS GOVT. IN FTC. 6 DOOR OPENING ---- -- --awl _ C014T FTC. APPROVED 6X6 POSTBASE4 FOOTING COW PER EW&G. CALG5. (2 PLUS,) EDGE OF 5LAB-7 — — — — — — 13' -6 1/2" 6' -5, 1/2" I' -10 1/ " 16' -3" RO. 20' -0" 20' -0" o o 0 ri • 2►s.� 4" GONG. ,SLAB 4" COMP. SAND / 63RAVEL BASE 1 0 SLOPE SLAB TOWARD DOOR (2) 04 BARS ( -,ONT. IN FRG. ® DOOR OPDNING. r — CONT, FIG.— I- EDGE OF SLAB rt1 W 9' -311' RO. I' 1 12' -0" 1 DAT f ON SCALE : 1/418 _ I'-011 VAPOR BARRIER IN CRAWL- SPACE: A GROUND COVER OF 6 MIL BLACK POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12" MIN AT THE JOINTS AND SHALL EMEND TO THE FOJNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL $FACES IF THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIN THICKNESS OF 3 -1/21 ' (1115E0 502Jb .1) SOILS: IRC R401.4.1 IN LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, THE LOAD- BEARING VALUES IN TABLE R401.4.1 SHALL BE SLOPE: IRC R403.15 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING I UNIT VERTICAL IN 10 UNITS HORIZONTAL. (10% SLOPE). EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CON5TRUCTION, REMODELING AND O DEMOLITION WORK- VERIFY METHOD WITH LOCAL JURISDICTION O Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. 110111 8641 J NOTE: FOUNDATION 4 FRAMING FLAN While every attempt has been made to assure the _ SCALE : 1/411= II_011 accuracy of these drawings, ALL 1 OF 6 INFORMATION MUST BE VERIFIED prior to ordering © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. any raw materials or Q fabricated components. PROVIDE CRAWL SPACE VENTILATION PER IRC Any structural components (1450 Sq. Ft. x 1/150-1 936 Sq, Ft. VENT AREA REEQID) specified are for reference only and must be verified with the ENGINEER OF 1 RECORD's "S-Sheets" and/or (attached) documents O FOUNDATION FOOTING DEPTH: IRC R4011.A ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND SURFACE. WHERE DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO I A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF AND SEISMIC CONDITIONS. R40314.1 - R40314 DRAIN COLLECTION 50 AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED 00 MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.1 MAD FIGURE "W" TO SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE v' R403.10) THE FOOTING WIDTH, SHALL BE BASED ON THE LOAD - BEARING SHALL FALL A MINIMUM OF 6 INC14ES (152 MM) WITHIN THE FIRST 10 FEET. VALUE CF THE SOIL IN ACCORDANCE WITH TABLE R401.4.1. SPREAD LO FOUNDATION WALL SIZE: R404.152 CONCRETE WALL THICKNESS. THE M BE 2 INCHES (SIMNM) AND THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR z L0 O GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. SUPPORTING PIER5 AND COLUINI5 SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PR£55JRE N ACCORDANCE WITH TABLE 8401.4.1. FOUNDATION MICHOR BOLTS: WOOD 50LE PLATES AT ALL EXTERIOR WALLS � FOUNDATION WALL DAMP - PROOFING: 8406.1 CONCRETE AND MASONRY ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT FOUNDATION DAMP -SING. EXCEPT WHERE REQUIRED BY SECTION BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOO SILL PLATES T 1 AND ENCL05ED INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A DAMP- PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MAXIMUM OF 6 FEET (1829 MM) ON CENTER BOLTS SHALL BE AT LEAST 1/2 O INCH (12.1 MM) IN DIAMETER AND SHALL EXTEND A MINIMIM OF l INCHES (118 LL MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. A _O NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE N SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT O LOCATED NOT MORE THAN 12 INCHES (305111) OR LE55 THAN SEVEN BOLT O DIAMETERS. FROM EACH END OF THE PLATE SECTIOL M GIRDERS ENTERING MASONRY OR CONCRETE WALLS IRS R311.1(4) ENDS OF CD WOOD GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE 4 PROVIDED WITH A 1/2" AIRSPACE ON TOPS, SIDES AND ENDS UNLESS NATURALLY DURABLE OR PRESERVATIVE - TREATED WOOD IS USED. 65 E FOUNDATION: CHIMNEYS: FOOTINGS FOR MASONRY CHIMNEYS SHALL � L0 0 U CONCRETE BE CONSTRUCTED O' CONCRETE OR SOLID MASONRY AT LEAST U INCHES (305 MM) THICK AND SHALL EXTEND AT �\ LEAST 6 INCHES (152 MM) BEYOND U) THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL -SIDES. FOOTINGS Uj LM SHALL BE FOUNDED ON NATURAL L ND15TURBED EARTH OR ENGINEERED N FILL BELOW FR05T DEPTH. IN AREAS NOT 6UBJECTED TO FREEZING, Q �� FOOTINIG5 SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. ^ 11 CONCRETE STRENGTH: IRO R4022 CONCRETE SHALL HAVE A MINIMUM O SPECIFIED COMFRE551VE STRENGTH AS SHOLLN IN TABLE R4022. CONCRETE W ai C E SIIBJECi TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR 00 O 5- 5HEETS. O FILL FILL UNDER GROUND SJFPOIRTED SLABS SHALL BE A MINIMUM OF 4" COMPACTED SAND OR O � Q GRAVEL. T SEISMIC REINFORCING R40313 SEISMIC REINFORCING CONCRETE FOOTINGS Z LOCATED IN SEISMIC DESIGN CATEGORIES DO, DI AND D2, AS ESTABLISHED IN TABLE R30120U, SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM Q REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) CLEAR FROM THE BOTTOM OF THE FOOTING. IN 5EI5MIC DESIGN CATEGORIES O DO, DI AND D2 WERE A CONSTRUCTION JOINT 15 CREATED BETWEEN A CONCRETE FOOTING AND A STEM WALL, A MINIMUM OF ONE NO. 4 BAR SHALL O BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER THE VERTICAL BAR SHALL EXTEND TO 3 INCHES (16 MM) CLEAR OF THE BOTTOM OF THE FOOTING, HAVE A 5TAWDARD HOOK AND EMEND A MINIMUM OF 14 INCHES (351 MM) INTO THE STEM WALL. Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. 110111 8641 J NOTE: FOUNDATION 4 FRAMING FLAN While every attempt has been made to assure the _ SCALE : 1/411= II_011 accuracy of these drawings, ALL 1 OF 6 INFORMATION MUST BE VERIFIED prior to ordering © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. any raw materials or Q fabricated components. PROVIDE CRAWL SPACE VENTILATION PER IRC Any structural components (1450 Sq. Ft. x 1/150-1 936 Sq, Ft. VENT AREA REEQID) specified are for reference only and must be verified with the ENGINEER OF 1 RECORD's "S-Sheets" and/or (attached) documents FOUNDATION FOOTING DEPTH: IRC R4011.A ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL AL50 CONFORM WITH FROST J AND SEISMIC CONDITIONS. R40314.1 - R40314 FOUNDATION FOOTING SIZE: R40311 MINIMUM 51ZES FOR CONCRETE AND �j MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.1 MAD FIGURE "W" v' R403.10) THE FOOTING WIDTH, SHALL BE BASED ON THE LOAD - BEARING VALUE CF THE SOIL IN ACCORDANCE WITH TABLE R401.4.1. SPREAD FOOTINGS SHALL BE AT LEAST 6 INCHES (152 MM) IN THICKNESS, "P'. FOOTING FROJECTIONS, 'P ", SHALL AT LEAST Uj BE 2 INCHES (SIMNM) AND SHALL NOT EXCEED THE THICKNE5S OF THE FOOTING. THE SIZE OF FOOTINGS O w SUPPORTING PIER5 AND COLUINI5 SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PR£55JRE N ACCORDANCE WITH TABLE 8401.4.1. � FOUNDATION WALL DAMP - PROOFING: 8406.1 CONCRETE AND MASONRY U) FOUNDATION DAMP -SING. EXCEPT WHERE REQUIRED BY SECTION R4062 TO BE WATER PROOFED, FOUNDATION WALLS THAT RETAIN EARTH T 1 AND ENCL05ED INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMP- PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. O _O N M Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. 110111 8641 J NOTE: FOUNDATION 4 FRAMING FLAN While every attempt has been made to assure the _ SCALE : 1/411= II_011 accuracy of these drawings, ALL 1 OF 6 INFORMATION MUST BE VERIFIED prior to ordering © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. any raw materials or Q fabricated components. PROVIDE CRAWL SPACE VENTILATION PER IRC Any structural components (1450 Sq. Ft. x 1/150-1 936 Sq, Ft. VENT AREA REEQID) specified are for reference only and must be verified with the ENGINEER OF 1 RECORD's "S-Sheets" and/or (attached) documents 0 19' -II I/2" 0" 12:_4: 13' -5 1/2" 6'- 8' -2" --------- L------ J__ FLUSH HEARTH ('OPTIONAL) 36" MANIF. GAS FlIREF'LACE 8 INSTALL PER MFR'5, SPECS (OPTIONAL) L VNG S 19 -6 X 14 O ` s r rn WRAP P.T. 6X6 P05T W/ IX CEDAR GAP 4 BASE TRIM 4 ADHERED STONE VENEER BASE (2 PLC'S-) NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents NOOK 'W Q Ica — O 5D PANTIRY R! M N S M 5D /CM COMBO BED RM• FOYER N ' a � 11X10liim m o.- m m m m EGRESS 5040 H5L 10150 FIX 5G. COVID PoRC+ I I I I I I I T -T' 12'-01' 20' -0" EGRESS O 51) r K r M. BEDRM JI 15 -6X13 ��R45 n \ EF. 2 3' -10" 12' -9" ® A 5D /CM \u SD COMBO 2" DRYER WASHER m w M 10 -0 X 10 -3 EF. I Q IN "& 3" DIA. BOLLARD GARAGE IT.7G /L7i7!/Zd91 o /r 5' SOAKING TUB n Y W 6' rn W r 0 � o� M "NUTONE" QT 130 1.0 SONES 102 CFM .25 WS r 2 1 N NOT LESS THAN 50 CFM AT 015 INCHES WATER GAUGE FOR BATHROOMS, N N = LAUNDRIES, OR SIMILAR ROOMS AND 100 OiM AT 015 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED � AS PER HVI 916 (APRIL 1955) OR AMCA 210. 0 8 M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC s VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, x 111111 x �I� S M150733 SOURCE SPECIFIC VENTILATION DUCT5.50'JRCE 51PECFIC VENTILATION DUCTS SHALL TERMINATE OUT51DE THE BUILDING. EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS, ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE NSULATED TO A MINIMUM OF O R -4. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EOUIVALE14T NET FREE AREA OF THE DUCT W:7RG TERMINAL ELEMENTS FOR EXHAUST FAN DUCT SYSTEMS SHALL BE SCREENED OR OTHERWISE FROTECTED FROM ENTRY O BY LEAVES OR OTHER MATERIAL. MINIMUM 50% NET FREE AREA SHALL MEET THE REQUIREMENTS OF 83035. 00 ■ � w DUCT WORD SEALING: IISEC 503.103 ALL DUCTS, AIR HANDLERS, FILTER O 5D PANTIRY R! M N S M 5D /CM COMBO BED RM• FOYER N ' a � 11X10liim m o.- m m m m EGRESS 5040 H5L 10150 FIX 5G. COVID PoRC+ I I I I I I I T -T' 12'-01' 20' -0" EGRESS O 51) r K r M. BEDRM JI 15 -6X13 ��R45 n \ EF. 2 3' -10" 12' -9" ® A 5D /CM \u SD COMBO 2" DRYER WASHER m w M 10 -0 X 10 -3 EF. I Q IN "& 3" DIA. BOLLARD GARAGE IT.7G /L7i7!/Zd91 o /r 5' SOAKING TUB n Y W 6' rn W r 0 � o� FURY FLOOR PLAN © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. 5G,4LE : 1/411= iI -(DUI Z O 0 � v— N O � Q p 33 -CAR GARAG-a II -8 X 19 -5 I FLOOR PLAN UJ/ 3f E p 4REA: 240 SQ, F7. 5G,4LE 1411- 11_/ II 4RE,4 5UMM,4R'' TOTAL Aq" IAM SR 1W 591 MnW TOTAL A WA 468® SP.16V 55" DEF"TH GARAGE: 394 SF. GOVERED PORCH : 1065.F. GLASS AREA: 115 SF. GLAZING PERCENTAGE (GL / PL): 10.9 % 1J/ 53' DEPTH GLAZING PERCENTAGE (GL / FL): 10.4 % W1 W/ 55' DEPTH M5013.1 SOURCE SPECIFIC EXHAUST FANS. EXHAUST FANS PROVIDING M "NUTONE" QT 130 1.0 SONES 102 CFM .25 WS r 2 1 N NOT LESS THAN 50 CFM AT 015 INCHES WATER GAUGE FOR BATHROOMS, N N = LAUNDRIES, OR SIMILAR ROOMS AND 100 OiM AT 015 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED � AS PER HVI 916 (APRIL 1955) OR AMCA 210. 0 8 M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC s VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, - OEH210I5TAT5, TIMERS, OR OTHER APPROVED MEANS. SOURCE SPECIFIC S FURY FLOOR PLAN © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. 5G,4LE : 1/411= iI -(DUI Z O 0 � v— N O � Q p 33 -CAR GARAG-a II -8 X 19 -5 I FLOOR PLAN UJ/ 3f E p 4REA: 240 SQ, F7. 5G,4LE 1411- 11_/ II 4RE,4 5UMM,4R'' TOTAL Aq" IAM SR 1W 591 MnW TOTAL A WA 468® SP.16V 55" DEF"TH GARAGE: 394 SF. GOVERED PORCH : 1065.F. GLASS AREA: 115 SF. GLAZING PERCENTAGE (GL / PL): 10.9 % 1J/ 53' DEPTH GLAZING PERCENTAGE (GL / FL): 10.4 % W1 W/ 55' DEPTH M5013.1 SOURCE SPECIFIC EXHAUST FANS. EXHAUST FANS PROVIDING M "NUTONE" QT 130 1.0 SONES 102 CFM .25 WS SOURCE 5PECFC VENTILATION SHALL HAVE A MINIMUM FAN FLOW RATING 2 1 "NUTONE" QT 80 1.5 SONES 63 CFM .25 WS NOT LESS THAN 50 CFM AT 015 INCHES WATER GAUGE FOR BATHROOMS, NOTES: 1. USE QT 130 (100 CFM MIN.) Q ALL KITCHEN & WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) Qa ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. LAUNDRIES, OR SIMILAR ROOMS AND 100 OiM AT 015 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1955) OR AMCA 210. M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, OEH210I5TAT5, TIMERS, OR OTHER APPROVED MEANS. SOURCE SPECIFIC VENTILATION SYSTEM CONTROLS 544ALL BE READILY ACCESSIBLE. M150733 SOURCE SPECIFIC VENTILATION DUCT5.50'JRCE 51PECFIC VENTILATION DUCTS SHALL TERMINATE OUT51DE THE BUILDING. EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS, ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE NSULATED TO A MINIMUM OF O R -4. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EOUIVALE14T NET FREE AREA OF THE DUCT W:7RG TERMINAL ELEMENTS FOR EXHAUST FAN DUCT SYSTEMS SHALL BE SCREENED OR OTHERWISE FROTECTED FROM ENTRY O BY LEAVES OR OTHER MATERIAL. MINIMUM 50% NET FREE AREA SHALL MEET THE REQUIREMENTS OF 83035. 00 ■ OD DUCT WORD SEALING: IISEC 503.103 ALL DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SECTION M16013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 603.9 OF THE INTERNATIONAL MECHANICAL M CODE. DUCT TIGHTNESS TESTING SHALL BE CONDUCTED TO VERIFY THAI � L0 THE DUCTS ARE SEALED. A SIGNED AFFIDAVIT DOCUMENTING THE TEST RESULTS SHALL BE PROVIDED TO THE JURISDICTION HAVING AUTHORITY BY N THE TESTING AGENT. UA-EN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. BUILDING AIR LEAKAGE TESTING: 115EC 502.45 BUILDING ENVELOPE AIR �► LEAKAGE CONTROL SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED TO HAVE AN AIR LEAKAGE LE55 THAN COM30 SF'ECFIO LEAKAGE AREA (SLA) WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 50 PASCALS (01 INCH (UG.). TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND 0) AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, O INCLUDING PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, CD VENTILATION, AND COMBUSTION APPLIANCES AND SEALING THEREOF. WHEN REQUIRED BY THE BUILDING OPICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS 4 SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SECTION 105.4. C CE EGRESS DOOR IW3112 AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED /— Oo FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE- HINGED, AND U SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (63MM) WHEN DOOR MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE OPEN 90 DEGREES (151 RAP). THE MINIMUM CLEAR H O EIGHT THE LM 6 DOOR OPENING SHALL NOT BE LESS THAN 18 INCHES (1981 MM) IN HEIGHT N MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE Q STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE ^ MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM LL IINSIDEE THE DUELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE 0 EFFORT E GARAGE/DWELLING DOOR: 830251 OPENING 0 PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM 00 2 USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER 0 OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED O Q WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I ` 5 3/8 INCHES (35 MM) THICK OR 20 -MNUTE FIRE-RATED DOORS. Z EXTERIOR DOORS: GLAZING AREA: TOTAL AREA OF THE GLAZING MEASURED USING THE ROUGH OPENING, AND INCLUDING TH AND E GLAZING, SASH D FRAME. FOR DOORS WHERE THE DAYLIGHT OPENING AREA IS LESS O THAN 50 PERCENT OF THE DOOR AREA, THE GLAZING AREA 15 THE O DAYLIGHT O°ENING AREA. FOR ALL OTHER DOORS, THE GLAZING AREA IS THE DOOR AREA. ONE LAYER 5/8" TYP VX" C46 BETWEEN GARAGE t HOUSE CONT. W W FOUNDATION TO ROOF 5HTG. OR ON ALL WALLS N CLGS. OF GARAGE. WHEN Y DWEI-03, UNIT 15 ABOVE GARAGE, ALL UMLLS AND CLG. OF GARAGE SHALL HAVE MIR ONE LAYER 5/8" TYPE "X' REQV. NAILING SHALL BE s 70c. ON BOTH EDGE t FIELD w/ 6d (2 ") NAILS. PENETRATIONS SHALL BE STEEL J jEFF2015 , OR COPPER PIPES OR I HR RATED ASSEMBLIES. NO WINDOWS SHALL BE PERMITTED IN GARAGE/HOU5E WALL. PERMANENTLY MOUNTED LIGHT FIXTURES PROVIDING OUTDOOR F En LIGHTING SHALL BE HIGH EFFICIENCY UNLE55 EQUIPPED WITH A BUILT -IN PHOTO SENSOR A MINIMUM OF 50% OF ALL INDOOR LIGHTING SHALL BE HIGH EFFICIENCY FIXTURES. w UPC 6082 FOR WATER PRESSURE HIGHER THAN W PSI AN O W APPROVED PRESSURE REDUCING VALVE (PRW SHALL BE INSTALLED. z ``C^^ VJ 0) r N Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. VENTILATION REQUIREMENTS M "NUTONE" QT 130 1.0 SONES 102 CFM .25 WS 130 CFM .10 WS 2 1 "NUTONE" QT 80 1.5 SONES 63 CFM .25 WS 80 CFM .10 WS NOTES: 1. USE QT 130 (100 CFM MIN.) Q ALL KITCHEN & WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) Qa ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. DRAWN 8641 J oil 1 2 OF 6 1 Z 6 EXTERIOR SIDE: ONE LATER 48' WIDE 5/S" TYPE "X' GYP"JAI 5HEATHING APPLIED PARALLEL; TO 2 % 4 81.011 81.011 :_61 (AF) END JACKS 8'204 CO `" SPAN R SET GONER SET 2 x 6 WOOD STUDS DO ■ 2 LATERS CF J 7 ATIDS T Eld'EDIATE STUDS AND tOP AND 5501 PPLAiE$. JOINTS 6 GTP'�' I S1ffATHI�IYa OL. -------------------- e I6" OL. 4 „ TYRE X CdLS TYPE X. GYPSIAi 5HEATHP-13 ___ _____ __ %11 TYPE 'X' GYP" SHEATHING ____ (LOAD BEARNG) WFII APPLYING h tTPE' %' GTPef1 EXTERIOR SHEgTHING HDR HDR &EAwIrG OVER Ex<ERGR SHEATHPG NKF£ABE NAIL 818 HDR EXTERIOR SIDING r__ II _ HD ____ r_ i1r _____ (OPTIONAL) I I Ji I I 1-1-R FIRE I I SCALE : N.T.S. 1 1 II � I II II W ii 0 fY I I Ilk 1 II O I I I I I II 11 '1 II I I li I I I HIP MASTER ____ ___ _______ ,Ir II �I II � II it � li i I I I li . I tiA I i ,Te III I Ii II 1I 1 I'I I1 I1 p YORK (TM) FURY. MODEL — — — — A \ / n, TG95. 955% AFUE. OPT. ' 3/4" SHTG. FOR FURN. / \ rL _ =0 PLATFORM. NOTE �- - _ _ - ADD. WEIGHT. `I I IL 5 C__] Cam---- - - - - -- ------- ------- ---- -- IQ IIII RIDGE I n 12 L - - - - -T 12 6 t' _ - - - -- ___ ___� �____ \ 6 1I �I II 1�-- 40' -0" SPAN lvIF , I 17 HIP TRUSSES a 24" .C. Oiall 2 l Ir LT 1 22 "x30 "A 2 1I ACCE56 PANEL "PIT W/ 30" MIN. HD.HGT.. - - - - - - - - - - - - - -� IF MAS! R - - -- _ - _____ - T- _- w I I Q li II 3 O Ili I, X C VE li DR 24' WOR O.C. I, I, II 'I I I II II L-___ �� Ili __ADF :12 PITCH - 0 SPANVIN 2 .GiR15S _ K Ili BEo M 6:12 PITCH 2 0' -0" SPAN (vlFl TRUSSES a 24" O.C. I ml II 11 11 II HDR APPROVED POSITIVE POST TO BEAM 14'-61/4" ,$PAN (VF) END JACKS CONN. AS PER ENG'G. CALLS, TYR a 24" O.G. (4:12 PITCH) 1'_611 \� NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents ROOF FRAMING PLAN 5GALE� : 1/411_ I' -ON © COPYRIGHT 2011 NORTHWEST HOME DESIGNING, INC. PROVIDE ATTIC SPACE VENT PER IRO: 1,980 5F X 1/150 = 13.2 S.F- VENT REOV. O Q MFR TRISSES s 24" O.C. R -49 INSUL: %" TYPE X, GIB J CLASS -C ROOFING MATERIAL 4 FIRE- ESSTAIT SHEATHING WITHIN FIRST 4' -0 ', NO PENETRATIONS ALLOWED ROOF VENT WITHIN 4' OF EAVE WITH SOUP BLOCKING CLASS -C ROOFING MATERIAL FII E- RES16TM tt SWATHING WITHIN FIRST '" 5 a 34" OL. W -0" NO PENETRATIONS ALLOIIED R -49 IN5UL. X, GUS %' TYPE'x' GUB — EXTERIOR SIDE: ONE LATER 48' WIDE 5/S" TYPE "X' GYP"JAI 5HEATHING APPLIED PARALLEL; TO 2 % 4 ' I %" TYPE 'X' GWB 2 x 6 WOOD STUDS DO ■ 2 LATERS CF J 7 ATIDS T Eld'EDIATE STUDS AND tOP AND 5501 PPLAiE$. JOINTS 6 GTP'�' I S1ffATHI�IYa OL. 2 x 6 WOOD STUDS a 16" C.C. e I6" OL. L0 4 „ TYRE X CdLS TYPE X. GYPSIAi 5HEATHP-13 INTERIOR SIDE: ONE LAYER 5/e' TYPE'%" GLLB, WATER RESISTANT GYP" BACKING THIGW(E6<" APPR0% WEIGHT: VARIES T Fl BOARD, OR GYPi VBEER BASE APPLIED PARALLEL OR AT RIGHT AYaLE5 TO FIRE TEST: %11 TYPE 'X' GYP" SHEATHING EXTERIOR SHEATHING (LOAD BEARNG) WFII APPLYING h tTPE' %' GTPef1 EXTERIOR SHEgTHING EXTERIOR UL RN9-129, 1 -22 -10 &EAwIrG OVER Ex<ERGR SHEATHPG NKF£ABE NAIL 818 EXTERIOR SIDING To of GALVA=R 1F mu. 51DIN3 R -21 MSJL. R -21 NSUL. (OPTIONAL) AS REQUIRED BY JURISDICTION BASED ON 51TE SPECIFIC SETBACK INFORMATION 1-1-R FIRE RATED WALL 4 OVERRr' 11 x SCALE : N.T.S. GYFD5U1M WALLBOARD, GYPSUM SHEATHING, WOOD STUDS EXTERIOR SIDE: ONE LATER 48' WIDE 5/S" TYPE "X' GYP"JAI 5HEATHING APPLIED PARALLEL; TO 2 % 4 OD 24' ROOFING DO ■ CO 7 ATIDS T Eld'EDIATE STUDS AND tOP AND 5501 PPLAiE$. JOINTS 6 GTP'�' I S1ffATHI�IYa OL. Z L0 MAY BE LEFT UNREAIED. EXTERIOR CLADDING TO BE ATTACHED THROWN SHEATHING; TO STUDS.. INTERIOR SIDE: ONE LAYER 5/e' TYPE'%" GLLB, WATER RESISTANT GYP" BACKING THIGW(E6<" APPR0% WEIGHT: VARIES T Fl BOARD, OR GYPi VBEER BASE APPLIED PARALLEL OR AT RIGHT AYaLE5 TO FIRE TEST: SEE 11P 3510 STUDS WITH &D COATED NAILS, I T/6" LONG, VMr' 644NK I 14" 1EAO5, T' OL. (LOAD BEARNG) /UL Ri501- 47-48,9 -TI -65 UL DESIGN 1/309, UL RN9-129, 1 -22 -10 UL DESIGN LLaw a' JACK TRUSSES e 24" O.C. (v.IF.) ROOF PLAN UJ /3RD CAR 5GALE 1/411= 11.011 NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRO WAS NOT FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. WOOD IN CONTACT WITH CONCRETE AND MASONRY: 111 311.1(3) SLEEPERS AND SILLS ON A CONCRETE OR MA504RY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE NATURALLY DURABLE OR PRESERVATIVE- TREATED WOOD. COLUMNS AND POSTS: 831114 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE- PRESERVATIVE - TREATED WOOD. R4013 STRUCTURAL REQUIREMENTS. THE COLII'NS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LE55 IN NOMINAL 51ZE THAN 4 INCHES BY 4 INCHES. PLYWOOD SUB FLOORING SHALL BE 3/4" T.K.. CDX OR 11/16" OSB (GLUED 4 NAILED). NAILING 5HALL BE 10D e 6" DO, ALONG PANEL EDGES, AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20, STAGGER END LAPS. WALL AND ROOF SHEATHING SHALL BE 1 /2" COX OR 146" 058 NAILED W/ 8D m 6" O.C. ALONG PANEL EDGES, AND 12" D.C. IN FIELD. SPAN INDEX SHALL BE 24/0. STAGGER END LAPS. FLOOR FRAMING: 1250216 BEARING. THE ENDS OF EACH JOIST, SEAM OR GIRDER SHALL HAVE NOT LE55 T144N 15 INCHES (38 MM) OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (16 MM) ON MASONRY OR CONCRETE EXCEPT WERE SUPPORTED ON A I- INCH -BY -4 -INCH (25.4 MM BY 102 MM) RIBBON STRIP MID NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. 8502.6.1 FLOOR SYSTEMS. JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHES (16 MM) AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE 10D FACE NAILSAWOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN THAT PROVIDED BY THE NAILED LAP 15 PERMITTED. BEARING PARTITIONS: 8502.4 JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE RILL DEPTH SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 FEET (1219 MM) ON CENTER BEARING PARTITION5 FERPENDIGJLAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD. WALL FRAMING: IRC 860231 WOE) STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP RATE INSTALLED TO PROVIDE OVERLAPPING AT CORERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP RATES SHALL BE OFFSET AT LEAST 24". CUTTING AND NOTCHING: Rl MAY NOT EXCEED 25% IN BEARING OR EXTERIOR LALL5, MAY NOT EXCEED 40% IN NON - BEARING WALLS. BORED HOLES: MAY NOT EXCEED 40% WITH A 5/8' TO EDGE OF STUD, EXCEPT UP TO 60% IF STUD IS DOUBLED. HEADERS: IRO 50210 OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST. WHEN THE HEADER JOIST EXCEEDS 4', THE TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE FLOOR J015T FRAMING INTO THE HEADER- BEARING PARTITIONS: 85024 JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, 51ZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LIMBER NOT LESS THAN 2 INCHES (51 MM) N NOMINAL THICKNE55 SPACED NOT MORE THAN 4 FEET (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE F13ESCRIPTIVE PATH METHOD OF THE AD WAS NOT FOLLOWED N THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD, LUMBER GRADING FOR VARIOUS WOOD MEMBERS: POSTS (CRAWL SPACE)_ -245TR OF POSTS (OTHER)_9 OF JOISTS, BEAMS AND STRINGERI H/F BUCKS, BLOCKING, BRIDGING, ETC_IITILITY HR STUDS (2x4 4 LARGEW_R48TR WF RAFTERS 2415TR HI HEADERS 44BTR DF BEAMS OF SUB FLOOR - ------ TK. PLYWOOD OR 11/16" 055 SHEATHING (WALLS) - 15/32" COX PLYWOOD OR 1116" OSB SHEATHING. (COMP. ROCF/_ 15/32" COX PLYWD OR 1/16" 055 SHEATHING (SHAKE. ROOF)_ i n45TR HR "SKIP SNTHG" SHEATHING (TILE. RCOF)_IX6 n45TR H/F (PER MFGR SPECS) "SKIP SHTG" Ni SLEEPERS, NAILING BLOCKS— P.T. (EMBEDDED IN CONC.) Dill H/F - OR PER ENGINEER OF RECORD. Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. w LL Z° co I I 65 E Ln O �-. U WLo� W� ,t O OC) 0 Q 0 Z 0 O Ww J x I� Ow W ZU) TZ T_ T_ It N O) DRAWN 8641 3 3 OF 6 �zI DO ■ CO Z L0 N w LL Z° co I I 65 E Ln O �-. U WLo� W� ,t O OC) 0 Q 0 Z 0 O Ww J x I� Ow W ZU) TZ T_ T_ It N O) DRAWN 8641 3 3 OF 6 �zI COMPOSITION R I X 2 TRIM BD. 514 X8 BAR3E KNEE BRACE, T SHINGLE SIDING I X 2 BATTENS 6 ON EXT. PANEL ! 5/4 x 4 TRIM, TY 5/4 x 10 BAND E 5/4 X 4 SILL ® II 6" LAP SIDING 5/4 x 4 CORDER BD. TYR FRONT ELEVATION © COPYRIGHT 2013 (NORTHWEST HOME DESIGNING, INC. SCALE : 1 /411' 11-01 1 U1 12 4 4 LEFT ELEVATION SCALE (411= II -011 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents CONT. METAL GUTTER ON 5/4 x 8 FASCIA BD. TYR 2 x 4 54r -<FR 4x6 2 x 4 BRACE 6 45 zJEGREES i GABLE LINE 2 M 4 BACKER GA5LE BRACE DETAIL SMOKE ALARMS: 83143 LOCATION SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AMC) HABITABLE ATTICS BUT NOT NCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DUELLING WITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE65 THAI ONE FULL STORY BELOW THE UPPER LEVEL WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DUELLING WIT THE ALARM DEVICES SHALL BE INTERCOMECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL WIT. LIGHT 4 VENTILATION: IRC R303.1 ALL HABITABLE ROOMS SHALL BE FRONDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN a PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL HAVE A MIN OPENABLE AREA TO THE OUTDOORS OF 4 F'ER6ENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: IRO 8310) ALL SLEEPING ROOMS AND BASEMENTS AR: REQUIRED TO HAVE EGRESS WINDOWS, THE WINDOW SMALL HAVE A MIN" NET CLEAR OPERABLE AREA OF 5.1 SQUARE FEET. THE MINIMUM NET CLEAR Of-ENABLE HEIGHT DIMENSION SHALL BE 24 ". THE MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION SHALL BE 20". THE WINDOW SMALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR WINDOW WELLS SHALL BE PROVIDED WHEN EGRIE55 WINDOWS HAVE A FINISHED SILL HEIGHT BELOW ADJACENT GROUND ELEVATION. THE WELL SHALL ALLOW THE WINDOW TO BE FULLY OPENED AND PROVIDE A MINIMUM ACCE55115LE NET CLEAR OPENING OF 9 52 FT., WITH A MINIMUM DIMS4510H OF 36 ". WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" SMALL BE EQUIPPED WITH A PERMANENT LADDER IN DWELLING WITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12" (1529 mm) ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SMALL BE A MINIMUM OF 24" (610 .) ABOVE THE FINISHED FLOOR OF THE ROOM N WHICH THE WINDOW 15 LOCATED. GLAZING BETWEEN THE FLOOR AND 24" (610 w) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" DIA. (102 =l SPHERE CANNOT PASS. HATCHES AND ODORS: 502.1.4.4 ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (EG, ATTICS AND CRAWL SPACES) SHALL BE WEATHER5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE 5URROUNDING SURFACES. ACCESS 5HALL BE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL NSULATION IS INSTALLED, THE PURPOSE OF WHICH 15 TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCE55 15 OPENED, AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R -VALUE OF THE LOOSE FILL INSULATION. SHOWER STALL SURFACING: R3012 BATHTUB AND SHOWER SPACES. BATHTUB AND 5HOWER FLOORS AND WALLS ABOVE BATHTUBS WRH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONAB5ORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1629 MM) ABOVE THE FLOOR SHOWER AREAS: R3011 SHOWERS SHALL BE A MINIMUM SIZE OF 30" BY 30" WITH A 24" IN CLEARANCE IN FROM OF OPENING. WATER CLOSET CLEARANCES IRC R301.1 WATER CLOSET SMALL BE LOCATED IN A CLEAR SPACE NOT LE56 THAN 30" IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 2I". WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH APPROVED WATERPROOF MATERIAL. UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TUBS SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL. GYP'SU'M WALLBOARD: R1023B W4TER- RESISTANT GYPSUM BACKING BOARD, GYPSUM BOARD USED 45 THE BASE OR BACKER FOR AD14E5NS APPLICATION OF CERAMIC TILE OR OTHER REQUISED NONA55OREENT FINISH MATERIAL SHALL COPFOR1 TO ASTM C 856, C IMS OR 01218. USE OF WATER - RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILINGS WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER FOR 1/2- INCH -THICK (121 MM) OR 16 INCHES (40(, MM) FOR 5/8- NCH -THICK (16 MM) GYPSUM BOARD. WATER - RESISTANT GYPSUM BOARD SHALL NOT BE NSTALLED OVER A CLASS I OR II VAPOR RETARDER IN A 54OU.ER OR TUB COMPARTMENT. OUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER R1023B.1 LIMITATIONS. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHEW THERE WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. T ELEVATION W1 3 SCALE : 1/411= 11 -011 I-- 0 (0 I 00 ■ 00 ZLO Li� C\I W 2 O z W O z • ► 0 O LL Q LL� 1- L I-1 LLI L.L U) CY) r N CA It BY i•� 14 OF 61 J� lz Z C) Z° M E ,w Y/ 00 U . CY) N 0 W 2 O z W O z • ► 0 O LL Q LL� 1- L I-1 LLI L.L U) CY) r N CA It BY i•� 14 OF 61 J� lz STEPS DOIl1N TO GRADE SACK ELEVATION © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. 5GALE I/4 "_ I' -011 TR1156E5: IRC 8502.11.1 - 8502112 WOOD TRIUS6E5 SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENG INFERNO PRACTICE, THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRJSSE5 SHALL COMPLY WITH ANSI/TPI I. THE TII DESIGN DRAWINGS SHALL BE PfEPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE STATUES OF THE JURISDICTION IN W41CH THE PROJECT IS TO BE CONSTRUCTED TRUSSED SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. ROOF TRUSS DESIGNS) AND SHOP DRAWINGS SHALL BE PROVIDED TO THE BUILDING OFFICIAL AT THE TIME OF PERMIT APPLICATION AND SHALL BE ON 51TE PRIOR TO ERECTION. ORDERING OF TRUSSES SHALL NOT BE DONE PRIOR TO FIELD MEA5URMENT OF BUILDING FRAMING TO VERIFY DRAWINGFIELD ACCURACY. STORE TRUSSES IN A FLAT DRY LOCATION AND COVER FROM THE ELEMENTS UNTIL PLACEMENT. R90511 ROOF SLOPES FROM 2 UNIT5 VERTICAL BY 12 UNIT5 HORIZONTAL UP TO 4 UNRB VERTICAL BY 12 UNITS HORIZONTAL, UNDERLAYMENT SHALL BE 2 LAYERS OVERLAPPING 19 INCHES. FOR SLOPES OF 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL OR GREATER UNDERLAYMENT SHALL BE I LAYER OVERLAPPPING 2 INCHES. RAFTERS: IRC RB023 RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE AT LEAST I" NOMINAL THICOESB AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEY AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS AND NOT LE55 IN DEPTH THAN THE CUT END OF THE RAFTER RAFTER OPENINGS: IRO 8502.9 OPENINGS IN ROOF 4 CEILING PRAMW. SHALL BE FRAMED WITH HEADER 4 TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAPPER WHEN THE HEADER JOIST SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER J015T SHALL BE DOUBLED AND OF SUFFICIENT CRO66 SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER 890321 LOCATIONS. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE 15 A CHAINGE M ROOF SLOPE OR DIRECTION AID AROUND ROOF OPENINGS. WHERE FLASHING 15 OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LE55 THAN 009 INCH (05 MM) (NO. 26 GALVANIZED SHEET). R103B FLASHING. APPROVED CORR0510N- RESISTANT FLASHING SHALL BE APPLIED 5HIN_iLE- FASHION N A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, SELF - ADHERED T MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 111. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER- RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CCNSTRUCTION. 6, AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -N GUTTERS. WEATHER W616TIVE SHEATHING PAPER R1032 WATER - RESISTIVE BARRIER ONE LAYER OF NO, 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE I FELT OR OTHER AFFROVED WATER -I IBTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHNG OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAI 2 INCHES (51 MV. WHERE JOINTS OCCUR FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MMI. THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTNUGW TO THE TOP OF WALL5 AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MAKER TO FEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED N SECTION 8103.1.1 C) CD 00 ■ 00 LO Z N w Z Zp M op E LID E ' U WLO� W0 00 O 0) 2 0<0 Z 0 O U)0 Ww Q vJ LJJ OLD zfi�r^^ vJ EE Attention: Building Official F- THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. p N p RIGHT ELEVATION 5GALE : 1/411. 11.011 RIGHT =VATION W1 3RD CA SCALE : 1/411_ I'-0'I 8641 J 5 1 5 OF 6 1 ��zl AtYJI'L GRADE FLR ZT5. PER PLAN CQ1P.9NRfiES r- F£ -raYF rae9ES. 24. OC. S'0.9Fl14T FELT (BEE RDOF iR'CV FOR PITGU 1-1 nD 41IIIiICAIff TIE APPROVED ANCHOR BOLT$ AB F}R F11i'G LOLW. t/. •- —2x P.T. SILL PLATE Z Iµ9LLATNMGYftE6WO m BLRI9 YHR BIKG BvKE AnO.£ MdIAIKHEI(16 N' N'M 91EATIIIG tl' AWrf IIDB! -M IbYI.TKN 'CONC. PAD MOVEMENT PER ENG'S. CALLS. SEP. R -49 6WJLATION . • � 006 BLACK VISA VAPOR BARRIER PER ENS'& CALCS. `4 5CALE: 1/2" 52G6 - _ •'I : SIZE 4 SPACING WITH ENGINEER CALL'S. 2-L6 TOP PLATE a' GrtTBx or:R 5/4 z B" PA6OIA REW BARS FOUNDATION DRAM WASHED ROCK FILL (TYPJ PER ENGYs CALCS WASHED ROCK FILL (TYP) R-2' RBILLATIW Y ONG 4 z 1ffADER N 2 x 61WLL FILL VOID . -w RIGID A W. _ `�"RD Q WHEN TRUSSED ARIE v a3FxTEtT oR AA'R Aki BATSdER R -21:^ ATION I'NG1.EM. &DRG 9EE ELEVAl1ON0 3/4' T.ffi PL� 8'EROOR 2x BOTTOM RATE GNED 4 WRID AFRVD RIT R -30 A4511LAtIR1 _Z MR J9 S. PER P✓1V P.T. SILL FLATS , AN CHOR15M%PER - — MM DK�GGOOLOQ— DOIW9PPIT TGH w _III =III W 'U rD66 E4AIX N01 V E'AWi&R � Z F OATIONDRAM 0Y191®R:OK FILL (TYP) R ENG' TYR ONE STORY COWIG SCALE: 1/2" = I' -0" PLR JSTS. PER PLAN R -30 INSULATION 3/4" TAG. PLYWOOD SUB0.0OR GLUED 4 NAILED GIRDER DETAIL C SCALE: 1/2" = I' -0" EXPANSION TANK REQ. W/ INSULATE WATER LINES R -3 FOR CLOSED PLUMBING SYSTEM. COLD 7 R -4 FOR HOT. WSEC 503.11 SHUT OFF VALVE ON COLD WATER CONN. FLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO I I EXTERIOR POINTING DOWN 2,11 MIN. TO 24" MAX. FROM GROUND. II II %4" X 22 GAUGE SEISMIC STreAp IN THE UPPER AND LOWER hHIRDS. W/ MIN. Y4 X 2 LAG SCREW b, WASHER II II II 11 2 X 4 LEDGER ATTACHED TO I STUDS BY Y4 X 4 LAG SCREIWS W/ WASHER ITYP.) FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR LL RAISE PILOT LIGHT 16" I I ABOVE FIN. FLR WATE=R HE=ATE=R SUPPORT (WSEC 5042.1) ALL ELECTRIC HOT WATER HEATERS SHALL BE INSULATED (INCL'G BOTTOM)) TO R -10 WHEN LOCATED IN AN UNHEATED SPACE OR ON A CONCRETE FLOOR NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/or (attached) documents 5 /S" C40, (TYPE "X9 2x RM JOISTS EXPANSION JOINT 4" CONC, SLAB ON 6 MIL VI6OUEEN VAPOR BARRIER 2x STUDS R-21 INSULATION 3/4" T.K PLYWOOD 51)BFLOOR GLUED 4 NAILED INSULATION FLR ZT5. PER PLAN SOLID BLOCKING 4x BEAM Z • 2x P.T. SILL PLATE IBOT, OF BEAM 2x 61.66ETS APPROVED ANCHOR BOLT$ P.T. POST t/. •- —2x P.T. SILL PLATE Z PER EN. 'G CALC5 Cp — ANCHOR POSTS AGAINST LATERAL n 'CONC. PAD MOVEMENT PER ENG'S. CALLS. SEP. - . • � 006 BLACK VISA VAPOR BARRIER GIRDER DETAIL C SCALE: 1/2" = I' -0" EXPANSION TANK REQ. W/ INSULATE WATER LINES R -3 FOR CLOSED PLUMBING SYSTEM. COLD 7 R -4 FOR HOT. WSEC 503.11 SHUT OFF VALVE ON COLD WATER CONN. FLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO I I EXTERIOR POINTING DOWN 2,11 MIN. TO 24" MAX. FROM GROUND. II II %4" X 22 GAUGE SEISMIC STreAp IN THE UPPER AND LOWER hHIRDS. W/ MIN. Y4 X 2 LAG SCREW b, WASHER II II II 11 2 X 4 LEDGER ATTACHED TO I STUDS BY Y4 X 4 LAG SCREIWS W/ WASHER ITYP.) FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR LL RAISE PILOT LIGHT 16" I I ABOVE FIN. FLR WATE=R HE=ATE=R SUPPORT (WSEC 5042.1) ALL ELECTRIC HOT WATER HEATERS SHALL BE INSULATED (INCL'G BOTTOM)) TO R -10 WHEN LOCATED IN AN UNHEATED SPACE OR ON A CONCRETE FLOOR NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/or (attached) documents 5 /S" C40, (TYPE "X9 2x RM JOISTS EXPANSION JOINT 4" CONC, SLAB ON 6 MIL VI6OUEEN VAPOR BARRIER 2x STUDS R-21 INSULATION 3/4" T.K PLYWOOD 51)BFLOOR GLUED 4 NAILED INSULATION OPT. FURN. LOCATION. R -49 BLCWN -N INSUL. 15' ASPH. FELT OR — 1x STUDS AIR BARRIER — R-21 INSULATION 2. STUDS W" OL. SEE I" NOM. EM. SIDING _ BASEBOARD EXT. FIN PER ELEV. METAL FL ELEVATIONS 2x Pi BASE PLATE 4 �ASH'G "3�L4�T D NAILEYIUOOD 6JBFLOOR 15' FELT 4" ONEN VAPOR 9, M(L BARRIER SLAB IR" SHEATHING ASE CR15VffD ROCK R -30 NSULATION B WP. MEMBRANE FLR ZT5. PER PLAN i t . • 2x P.T. SILL PLATE APPROVED ANCHOR BOLT$ REINF. BAR$ t/. •- —2x P.T. SILL PLATE PER E4G'5. CALCS. PER EN. 'G CALC5 x B" ' - s 24' OL. — Z Fi06 BLACK visa VAPOR BARRIER AREA SEP. DETAIL R' BARS TIGHTLINE PER ENS'& CALCS. `4 5CALE: 1/2" = 1' -0" OPT. FURN. LOCATION. R -49 BLCWN -N INSUL. 15' ASPH. FELT OR — 1x STUDS AIR BARRIER — R-21 INSULATION 2. STUDS W" OL. SEE I" NOM. EM. SIDING _ BASEBOARD EXT. FIN PER ELEV. METAL FL ELEVATIONS 2x Pi BASE PLATE 4 �ASH'G "3�L4�T D NAILEYIUOOD 6JBFLOOR 15' FELT 4" ONEN VAPOR 9, M(L BARRIER SLAB IR" SHEATHING ASE CR15VffD ROCK R -30 NSULATION B WP. MEMBRANE \--FLR JSTS. PER PLAN i STUB BAR -1111 t/. •- —2x P.T. SILL PLATE x B" ' - s 24' OL. — Z DOWNSPOUT — APPROVED ANCHOR BOLTS 111 , jI, NOTE: VERIFY ANCHOR BOLT 511E R' BARS TIGHTLINE PER ENS'& CALCS. `4 4 SPACING AND REBAR -[NF. PER B'&G CALLS - _ •'I : SIZE 4 SPACING WITH ENGINEER CALL'S. w'� ID06 BLACK VISA VAPOR BARRIER FIG DRAIN IN REW BARS FOUNDATION DRAM WASHED ROCK FILL (TYPJ PER ENGYs CALCS WASHED ROCK FILL (TYP) PORSW SLAB DETAIL SCALE: 1/2" = I' -m" YORK (TM) FURN. MODEL TG95. 955% AFUE. DUCT 4 BLOWER DOOR TESTING REQUIRED. PER CHPTR 09 W.SE.G.— INTERIOR WALL BUILD -uP 2 - 2x4 TOP PLATES 2x4 STUDS a 16" O.C. 1/2" C,LU5 2x4 BOTTOM PLATE CID FLOOR BUILD -UP 31/4" T4G 5HT'G GLUED 4 NAILED FLOOR JOISTS a 16" O.C. AS PER FLOOR FRAMING PLAN (�� 111 D2 COMP. A45PHALT ROOFING ON IS' BJLDG. FELT ON Nis" CPX SNT'G ROOF MEE MBERS • 24" OC- R-45 5L40LLN -IN INSUL. 12 -a 4 RAISED PLATFOR INSTALLATION OF IN ATTIC. 5/8 GIIB EX- TERIOR WALL BUILD -UP EXTT- SIDING PER ELEVATIONS ON APPROVED VAPOR BARRIER ON 11/2" COX 5HT'G 2 - 2x6 TOP PLATES ON 2x6 STUDS a I6" O.C. R -2i] BATT INSUL. ON Y' GIUB 2x6 BOTTOM PLATE T F 7 R- 3jBATTIN6UL.��F TT — — — — - Imo_ -- T - - -- IT- ll, LL, - ll, _11_ _ll_ _LL_ _ll, _LL_ _11 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER 5ECT I ON — A TYPICAL ©COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. SCALE 1/4"= P-011 STEM WALL DETAIL -( SCALE: 1/21' = I' -(DIN NOTE: ALL INSULATION (EXCEPT BLOLLN -IN CEILING) SHALL BE CLASS 11 KRAFT FACED FIBERGLASS BATTS (ON INTERIOR SIDE FO FRAME) PER IRC SCET. 6013 Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. H ■ 0000 V LO Z"' L0 � N Z 1T..L Zo M co E co Q U) � U LU 0 04 CU W rn °' 2 � 0 0 2 x _Z 0. O no W LLl J U) Uj OLU Z F- U) 2 O T- N qt 8641 J 6 ,�s GENERAL NOTES: POST -BEAM CONNECTIONS The Builder is responsible for using safe work practices Positive connections shall be provided at post -beam connections to ensure and conforming to all safety ordinances. The Builder is to against uplift and lateral 'displacement. Anchorage of walls and columns to verify all dimensions prior to starting work. Any changes foundations shall be proviided in accordance with plans and shear wall sched. to structure must be reviewed and approved by Pacific GLUED LAMINATED BEAMS (GLB) Northwest Engineering Inc. All methods, materials, and Glued laminated wood bealms shall be per ANSI A190.1, American National workmanship shall be in accordance with the International Standards for structural glued laminated timber. Use Grade DF 24F -V4, Building Code (IBC) 2009 Edition. Fb =2,400 PSI, Fv= 240 PSI unless noted otherwise on the plans. DESIGN LOADS LAMINATED VENEER LUMBER (LVL) ROOF LOAD: SNOW 30 PSF, DEAD 15 PSF Laminated veneer lumber shall be Doug Fir (DF) meeting the requirements of FLOOR LOADS: LIVE 40 PSF, DEAD 10 PSF ASTM 02559 with rain parallel to the length of member, Fb =2,200 PSI, Fv= WIND SPEED: Vs 3 -Sec= 85 MPH, Iw =1.0, EXPOSURE" 9' 285 PSI, E=1.8 x 1026 PSI. SEISMIC: DESIGN CATEGORY "D ", Ss =1.51 , 51 =0.50 , concrete or masonry. Ie =1.0, Site Class "D", R= 6.5 PARALLEL STRAND LUMIBER (PSL) Minimum concrete cover for reinforcing steel: Parallel Strand Lumber sl„all be manufactured per NER -292 meeting the SOILS: requirements of ASTM 02559 with grain parallel to the length of member, Soil bearing of 1500 PSF is assumed. It is the contractors Fb -2,900 PSI, Fv= 290 PSI, E -2.0 x 106 PSI. responsibility to verify that the site soils provide this DRAG STRUTS: minimum bearing capacity. TIMBERS ocate wl In o sac en o sac p are based on "Common washers shall be 3"x3 "x %4" square and tightened to the plate. Wire" nails with the Holdowns and fasteners shall be Simpson U.N.O. Install per manufacturer's instructions. All bearing walls over 10' following properties. shall be laterally braced at 4' o.c. PENNEY WEIGHT ALL LUMBER TO BE AS FOLLOWS: FOUNDATIONS: BEAMS DF #2 OR BETTER Exterior footings to be a minimum of 18" below finished POSTS DF #2 OR BETT ER grade bearing on native undisturbed soil. Back fill with dry PROTECTION AGAINST DECAY AND TERMITES: soils. BackfIN next to a retaining wall a minimum of 24" with IBC 2304.11, Wood used above ground shall be pressure treated in accordance a gravel or well draining soil. Soils under footings and slabs with A. U1 for the following conditions: to be 95% compacted to a Modified Proctor Density (ASTM 1. o Joists, Girders and Subfloors that are closer than 18" to exposed 01557). All construction on fill soil shall be reviewed by a ground in crawl spaces or enexcavated areas located within the registered geotechnical engineer. perimeter of the building foundation. REINFORCING STEEL: 2. Wood framing including sheathing that rest on exterior foundation All reinforcing steel to be GRADE 60 PER ASTM A -615. Lop walls and are less than 8 inches from exposed earth. all splices a minimum of 32 bar diameters or 18". Lap 3. Sleepers, sills, ledgers, posts and columns in direct contact with horizontal steel at corners and intersections in footings and concrete or masonry. walls with corner bars. All field -cut ends, notches and drilled holes of preservative- treated wood shall Minimum concrete cover for reinforcing steel: be treated, for use category UC4A per AWPA U1 -07, in the field using a INTERIOR FACES OF SLAB AND WALL BARS 1 -112" 9.08% Copper Naphthenaiie (CuN) solution such as "End cut Solution" EXPOSED TO WEATHER OR EARTH 1 -1/2" FOR #5 AND (Cunapsol-1) in accordance with the product manufactures directions. SMALLER AND 2" FOR #6 AND LARGER. DRAG STRUTS: FOOTING BARS REQUIRE 3" COVER. Across openings in shear walls and at the end of a shear wall that continues CONCRETE: with a non -shear wall nail top plate splice with a minimum of (12) 16d nails; All concrete materials and placement shall conform to the see also detail 215 -0 for additional specifications. IBC 2009 Section 1901. Minimum compressive strength shall PREFABRICATED JOISTS AND ROOF TRUSSES be 3000 PSI* at 28 days with a maximum water /cement Prefabricated joists and roof trusses are deferred submittal items and are to be ratio of .45. All concrete shall be air entrained 5 + / -l%. Max designed, fabricated and iinstalled per the latest Truss Plate Institute aggregate size = 7/8 ". standards. Pre- fabricateld items to be designed by a licensed Professional *Special Inspection not required. 3000 PSI compressive Engineer. Fabricator to plrovide all connection design and details. Where strength is specified for weathering protection. trusses are not provided to complete the roof system, overframing members and FLOORING AND ROOFING: their connections shall be provided. Overframing details shall be included in the 700/980 truss shop drawings in order to provide loading conditions consistent with the Plywood Sub Flooring shall be 4' T &G CDX or OSB (glued and modeling of the trusses. `The overframing and related details shall be designed nailed). Nailing shall be 10d @ 6"o c. along panel edges, and under the direction of thre truss engineer. Where trusses align with shear walls, 12 u o .c . in f field. Span index shall be 48/24. Stagger end laps. s. a special I truss shall be P r ov' ded that has been designed to transf e r th e specific Roof sheathing shall be 2" COX or OSB nailed w /8d @ 6" wind and seismic loads shown on the plans. The truss shall be designed to 17" V transfer the load between the roof sheathing and the shear wall below. The o.c. along panel edges, and 12" o.c. in field. Span index shall truss shall be designed to transfer a minimum of 100 plf along the length of the be 24/0. Stagger end laps. truss. All temporary and p)ermanent bracing required for the stability of the FLOOR FRAMING: truss elements under gravity loads and in -plane wind or seismic loads shall be Use double joists under all parallel partitions that extend designed by the truss engineer where the top chord is not directly attached to more than 112 the length and around openings. the roof sheathing, the truss engineer shall design and show the placement of all Prefabricated flooring materials by others. required top chord bracing and connections on the truss shop drawings. Any TYPICAL BUILT UP COLUMN: bracing loads transferred to the main building system shall be identified and All columns not specified or otherwise noted on the plan are submitted to the engineer, of record for review. Design calculations and shop to be two studs which are spike laminated drawings shall be submitted for review by the engineer or record prior to together with 16d nailing at 6" on center staggered. All submitting to the building official for approval. columns supporting girder trusses or glue laminated beams are P.T. WOOD CONNECTORS to be three studs which are spike laminated together with 16d All metal connectors coming in contact with P.T. wood shall be Simpson nailing at 6" on center staggered. 7- Max ", triple zinc coated, or hot dipped galvanized for corrosion resistance. HEADERS ANCHORAGE All headers not specified or otherwise noted on the plan are All anchor bolts embedded in concrete or masonry shall be be A307 UNO. to be 4x8 DF #2 or (2) 2x10 HF #2 with at least one cripple and Expansion bolts into concrete not otherwise specified shall be Simpson one stud for each end for openings <5' wide and two cripples and STRONG -BOLT Wedge Ainchor. Install in accordance with ICC ESR -1771, one stud for all others. including minimum embednnent depth requirements. TYPICAL WALL NOTES: Epoxy- Grouted items specified on the drawings shall be grouted with Simpson Stud framing shall be Hem -Fir U.N.O. Anchor bolts shall be e" SET -XP Epoxy. Install in accordance with ICC ESR -2508. and no more than 48" apart embedded at least 7 ". There shall NAILS: be a minimum of 2 bolts per piece (sill plate), with 1 bolt Nailing of wood framed miembers to be in accordance with IBC I d 'th' 12" f h ,4 f h iece Anchor bolt 2009 table 2304.9.1 unless otherwise noted. Connection designs ocate wl In o sac en o sac p are based on "Common washers shall be 3"x3 "x %4" square and tightened to the plate. Wire" nails with the Holdowns and fasteners shall be Simpson U.N.O. Install per manufacturer's instructions. All bearing walls over 10' following properties. shall be laterally braced at 4' o.c. PENNEY WEIGHT DIAMETER (INCHES) LENGTH (INCHES) Ed 0.131 2 -1/2 tOd 0.148 3 16d 0.162 3 -1/2 20d 0.192 4 1. DIAPHRAGM BOUNDARY NAILING, 2. PLYWOOD OR OSB, ONE OR TWO SIDES - SEE SCHEDULE. 3. WALL CHORD MEMBER - SEE SHEAR WALL SCHEDULE. 4. AT SECOND STORY CONDITION PROVIDE TIES PER PLAN. 5. FLOOR JOISTS - SEE PLAN. 6. 2 X STUDS AT 16" O.C. AT ALL SHEAR WALLS U.N.O. 7. SILL PLATE AND ANCHOR BOLTS PER SCHEDULE. 8. HOEDOWNS AT SHEAR WALL ENDS AS SHOWN ON PLAN. 9. FOOTING SIZE AND REINFORCING PER PLAN. 10. DOUBLE STUD OR COLUMN - SEE PLAN. 11. OPENING. 12. HEADER - SEE PLAN. 13. RIM JOIST OR S.O.G. - SEE PLAN. EDGE NAIL DIRECTLY TO P.T. SILL AT S.D.G. LOCATIONS. TYPICAL SHEAR WALL ELEVATION (12) 16d'S STAGGERED AT SIDE OF TOP PLATE 4' -0' MIN. LAP (2) 16d 016' O.C., TYP. 1 :1 /2 'JIN. t(3)116d'SSTAG�GGE��R�E�D��AT EACH 2 X STUDS ®i6" O.C. OR SIDE OF SPLICE WNDOW MULLIONS TYPICAL NAILED SPLICE APPLIES WHEN NO OTHER SPUCE IS INDICATED. NOTE: SPLICE PLATES ARE OVER STUD OR MULLION. SIMPSON ST6236 MAY OF USED IN UEU OF NAILING AS INDICATED ABOVE. TYPICAL PLATE SPLICE 2 N.T.S. EDGE NAIL SHEATHING TO HOLDDOWd CONTINUOUS DOUBLE HEADER ---/// CHORDS AND TO TOP PLATES NTOP PLATE I SOUD BLK'G AT ALL UNSUPPORTED EDGES RIM JOIST WHERE CRAWL SPACE, AT S.O.G., EDGE NAIUNG ATTACHES DIRECTLY TO P.T. SILL PLATE P.T. SILL PLATE, ANCHOR BOLTS PER SW SCHED. -STUDS AT 16" O.C. U.N.O. STEM WALL OR CONTINUOUS anLNK PALL REFER TO SCHEDULE Stud & 8locking Size O AI Pning Edges (c) (f) (n) REFER TO SCHEDULE FOOTING - REFER TO PLAN NOTES: 1, MAINTAIN 3/8' MIN. EDGE 3. PLACE FACE GRAIN OF Capacity (PLF) sacmmM*a TYPICAL ize ion DISTANCE FROM PLYWOOD PLYWOOD HORIZONTAL. S TU D AND .131x2 -$" 0 6" O.C. 2x SHEAR 16d 0 6" O.C. WALL 2x 240/335 SHEATHING TO NAILS. 2. EDGE TO 4. FOR NON -SHEAR CHORD 4 2x (2) 2 X PLATES 16d 0 6" O.C. " 0 32" O.C. 2x 350/490 SW3 NAILING BE APPLIED WALLS, USE SINGLE KING TU T S LTP4 0 12 "OC 0 ALL PANEL EDGES, STUDS. 2x 450/630 SW4 T3e"OSBI One Side .131x2 -1¢" 0 2" O.C. 3x LTP4 0 8 "OC 16d 0 4" O.C. ° 0 16" O.C. 2x 585/820 -STUDS AT 16" O.C. U.N.O. SYMBOL LEGEND: 1X1 BUILT UP STUDS H OBEAM N CALLOUT (X) HOLD DOWN CALLOUT FS-W-A SHEARWALL CALLOUT X _ SECTION REFERENCE IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. OPTIONAL SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERHC JOINTS PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS -SIDING MP IPER PLAN EDGE NAILING TO BOT. PLATE AND P.T SILL , r TEAL SHEAR N.T.S. SIMPSON ST6224 STRAP TIE DOUBLE TOP PLATE BEAM (B) 16d DOUBLE 2 X STUDS, TYP, U.N.O. O TYPICAL BEAM TO FRAME N.T.S. WALL FRAMING RIM JOIST AT RAISED "FLOOR, EDGE NAIL -K. DIRECTLY TO P.T. SILL AT S.O.G. 8d NAILS o 6" O.C. AT EDGES & SEAMS AND Bd NAILS 012" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE WALL SHEATHING Label STEM WALL OR CONTINUOUS Nail Size & Spacing 0 Edge. (d) (e) Stud & 8locking Size O AI Pning Edges (c) (f) (n) Rim Joist Or B1To Top Platen (9)P(h) FOOTING - REFER TO PLAN NOTES: 1, MAINTAIN 3/8' MIN. EDGE 3. PLACE FACE GRAIN OF Capacity (PLF) sacmmM*a TYPICAL ize ion DISTANCE FROM PLYWOOD PLYWOOD HORIZONTAL. S TU D AND .131x2 -$" 0 6" O.C. 2x SHEAR 16d 0 6" O.C. WALL 2x 240/335 SHEATHING TO NAILS. 2. EDGE TO 4. FOR NON -SHEAR CHORD 4 2x LTP4 0 32 "OC 16d 0 6" O.C. " 0 32" O.C. 2x 350/490 SW3 NAILING BE APPLIED WALLS, USE SINGLE KING TU T S LTP4 0 12 "OC 0 ALL PANEL EDGES, STUDS. SYMBOL LEGEND: 1X1 BUILT UP STUDS H OBEAM N CALLOUT (X) HOLD DOWN CALLOUT FS-W-A SHEARWALL CALLOUT X _ SECTION REFERENCE IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. OPTIONAL SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERHC JOINTS PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS -SIDING MP IPER PLAN EDGE NAILING TO BOT. PLATE AND P.T SILL , r TEAL SHEAR N.T.S. SIMPSON ST6224 STRAP TIE DOUBLE TOP PLATE BEAM (B) 16d DOUBLE 2 X STUDS, TYP, U.N.O. O TYPICAL BEAM TO FRAME N.T.S. WALL FRAMING RIM JOIST AT RAISED "FLOOR, EDGE NAIL -K. DIRECTLY TO P.T. SILL AT S.O.G. 8d NAILS o 6" O.C. AT EDGES & SEAMS AND Bd NAILS 012" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE WALL SHEATHING Label APA� Rated Sheothing (0) (b]] (d) (m) Nail Size & Spacing 0 Edge. (d) (e) Stud & 8locking Size O AI Pning Edges (c) (f) (n) Rim Joist Or B1To Top Platen (9)P(h) 7. Bottom Plate AttaMment 5111 Plate Atr.�hm..t Capacity (PLF) sacmmM*a Anchor Bolt To Concrete Below (1) (D (o) ize ion Nailing To Wood Below (e) SW1 The GSB' One Side .131x2 -$" 0 6" O.C. 2x LTP4 0 48 -OC 16d 0 6" O.C. ° ®48" O.C. 2x 240/335 S N"OBO .131x2 -)5" 0 e O.C. 2x LTP4 0 32 "OC 16d 0 6" O.C. " 0 32" O.C. 2x 350/490 SW3 3(s OSB'l One Side .131x2 -)J" 0 3" O.C. 3. LTP4 0 12 "OC 16d 0 4" O.C. " ® 24" O.C. 2x 450/630 SW4 T3e"OSBI One Side .131x2 -1¢" 0 2" O.C. 3x LTP4 0 8 "OC 16d 0 4" O.C. ° 0 16" O.C. 2x 585/820 SW5 ifs OSR Both Sides .131x2 -Y2" 0 4" O.C. 3x LTP4 0 8 "OC 2 ROWS 16d O 4 O.C. & L74 0 16" OC AT BUt'G TO PIATE a 16" O.C. 2x 700/980 SW6 3h 05B Both Sides .13lx2 h7 0 3" O.C. 3x LTP4 0 6-OC 2 ROWS 16E O 4 o.0. & 1_74 016' OC AT BufG TO PLATE ® 12" O.C. 2x 900/1260 (2) STFiD1O /STHD1ORJ (2) STUDS W/ (20) 16d (3) ST37 (2) STUDS W/ (22) 16d e. I Install panels vertically, or horizontally if framing spacing exceeds 16" O.C.. hIs Where sheathing is applied on both sides of wall, panel edge joints on 2x framing shall be staggered so that joints on the +k Sus opposite slides are not located on the acme studs. ear Wall sneatmn and nailing for the enter Provide ed a length of the w 9 9 ells indicated on the Ions. Ends off full ul hei ht walls are P 9 b exterior of the building, windows designated Y or doorways or as designated g 9. ys sgheat on the plans. See plans for hoedown requirements. (Alternate note: walls designated as perforated shearwalls require sheathing above and below all openings. Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built -up holdown posts. Reefer to the holdown details for additional information. j Intermediatte framing to be with 2x minimum members. Field nailing 12" o.c. Based on (0.131x1 -1/2" long nails used to attach framing clips directly to framing. Use 0.131x2 -1/2" nails where installed over ifl•. sheathina_ Use A35 or BBC clips in lieu of LTP's for roof blackma to too nlnf. Anchor bolts snail as prowaea w"n steel plate washers 0.229 "x3 -X3 ". Embed anchor bolts minimum 7' Into the concrete. Where il the unit spear capacity for wind or seismic exceed 400 PLF, plate washers shall extend to within N' of the sheathing edge. k Pressure treated materials can cause excessive corrosion In the fasteners. Provide hot- dipped galvanized (electro plating is not acts table' najls and connector plates (framing angles. eat. for all connectors in contact with pressure treated framing members. I. See detail on details page for Simpson MAS /MASP anchor bolt option. :; frdateNotes' E, M.1 Where wood sheathing is applied over gypsum sheathing, contact the engineer of record for alternate nailing requirments. At adjoining panel edges, (2) 2x studs nailed together may be used In place of a single 3X stud. Double 2x studs shall be connected together by nailing the studs together with 3" long nails of the same spacing and diameter as the plate nailing. Where a double 2x stud is used, the panel edge nailing shall be staggered between both members. Contact the engineer of retard for adhesive alternatives to cast in place anchor bolls. (special inspection may be recall may be epoxy ore anchors z w , x 0 Fasteners Simmpson Product 5 Label (Model Number Anchor Bolts (h) (a) (b) (c) (g) Nailing Sews (d) (s) (0 0 (1) STFID14 /S111014RJ (2) STUDS W/ (24) 16d (1)^ HDUB - (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB(tx24 (2) STFiD1O /STHD1ORJ (2) STUDS W/ (20) 16d (3) ST37 (2) STUDS W/ (22) 16d (4) MIST48 STRAP (2) STUDS W/ (34) 16d - _ (5) NDQB -SDS - (3) STUDS W/ BOB SCREWS U.N.O. SIMPSON SBT/eX24 (6) MS1TC48B3 STRAP a (2) STUDS W/ (38) 10d _ Install all holdown anchors per manufacturer All metal donnectors coming in contact with pressure treated wood shall be Simpson "Z -Max ", triple zinc coaled or hot dipped aalvanized for corrosion protection. a may be epoxy ore anchors z 0 5 0 N a a tt N 7 a. UJ m ti L- Q N / ei M LL 0 ry - X W a o� I'1 M 0 vl LL RD N Z Z un N OR W a M =� „e, (is ;,zed L1X LrJ " , i v ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITION5 AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR C05TS OF ANY NECE55ARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED IN WHOLE OR M PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING L0 rn --� w 0 Q 00 LU G F w AO Q rn Z o sr EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD'. 30 PSF GENERAL NOTES DRAWN BY: Cis DATE. 03- 25-2013 SCALE: AS NOTED PROJECTNUMBER: PINE 13 -209 SHEET NO: 5 -0 Z O s Z O Pi N W� Y e a k N m � N Q N j ^t` � o ILl IM F' k y Q a r?� m a J m - N � N V � W v C C S � I1J " O1 r . da V!f ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR O0. PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERRFILARON AND SIGNATURE THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVILE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT i0 BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING If 1 CT .r W � X33 ~ Q � W T Z N � � E%POSURE: B WIND SPEED: 85 MPN SNOW LOAD: 30 PSF FOUNDATION PLAN DRAWN BY'. CTB DATE: 03 -2 &2013 SCALE: AS NOTED PRO]ECT NUMBER: PNE 13 -209 SHEET NO: 5 -1 40' -0' STEP FDUNDATIDN AS REWD PER 6 /S➢ -1 Z O 12' -0' d N E3 Fa Fa Q 1 - RELOCATE vIENT MIN 6• FRO HOLD DOWN > J� 2 D -I NI LL y SLAB ON GRADE iy 4' CONC, SLAB 4' COMP. SAND / GRAVEL BASE '�I N I SLOPE SLAB TOWARD DOOR I` NI I I I,•I 11 p -I 0 I ! I I I N� (2) B4 BARS CONT� IN FTG @ DOOR OPENING •'I - CUNT FTG. - j EDGE OF SLAB —� 4 ZD -J I v til > GSJ I 1'-4 1 9' -3' R.O. 1' 4 1 2' 0 m N 12' -0' b OPTIONAL 3RD CAR GARAGE SCALE : Y;' = V -0" >I SEE DETAIL 12 /SD -1 FOR ANCHOR E3OLT OPT wl 2 D -1 I I N rtilJ I i L3J1 Lu Z' SEE ➢EMAIL 10 /S➢ -1 ON In Jh 24'x24'xl0' CONC FTC w/ (21) #4 BAR E.W. a 'IMPSON r�J PB OR ABU @ 4x4 P.T, POST, TYP (2) PLACES \\ `SEE DETAIL 8 /SO -1 /2' I I I I I I I 4' CONC. SLAB I I W/ THICKENED EDGE I I I CRAWL SPACE ACCESS ______________________�___ ______________________________ _____________________ 4 G.I. WELL ___________________ I I i I I I S.V. - S.V. S.V. S.V S.V I ,I Ir -rl I I I I I I I I F- --T --r --r I I I I I I .I I I I I I I I -- - I I L _� J L_ L _J I -1 - -J I I 1 I I I � CRAWL SPACE � I r24'x24'xl0' I 18' MIN. W/ 6 MIL (BLACK) 1 I I CONC FOOTINGS VISO. VAPOR BARRIER I I 12' MIN. LAP. I I r- (TYPICAL) I I I I I I I 11 I 10' -0' ' 10' -0' 10' -0' l0' -0' O � I II 17-177, i i F � � I 1 I ti� 1 D -1 � I D -1 I D -1 L i I_ •. xF L _F_J A I � �o G I FZ I r- T � ml ° I I II � � �_�__� �-_�- I PLENUM UT FOR FURN. I I � ml F2 N I in CI I I I" I � 3 I :' I �_�_� � I D -1 I '< 1 I a I +. y SEE DETAIL 9/5 ➢ -1 s I - -J I I I I I 1 14 I' I. SLAB ON GRADE i? 4' CONC. SLAB I I iv 4' COMP, SAND / GRAVEL BASE I .� L__ _______ ______________J 1 SLOPE SLAB TOWARD DOOR I; I I I I I I I � I STUB R4 BARS OUT 1 q' CONC. SLAB I I 1 I INTO CONC. @ 24' D.C. W/ THICKENED EDGEI I ,I I TYP @ALL SLABS ;o I I I (2) q4 BARS CONT. IN FTG < - Iy _.___ ____ __ _________ {- �_______� I @DOOR OPENING I I .:.. I I ❑®I I . 24 CONT. FTG. 24 (SIMILAR) p_1 E OF SLAH 13' -6 V2' 6' -5 1/2' -10 1 l6' -3' R.O. 1' -10 20,_0• 20,_0• 40' -0' SHEAR WALLS. HOLDOWNS. AND STRUCTURE SCALE : YA^ = l' -0" Z 0 IF- Q Q OPTIONAL 3RD CAR GARAGE SCALE : %4' = V -0" Z O 5 z 0 C 0 e 0 k N pU y � m N LW � 3 !! � d n a _ k o c . LL t°+ 'LLJ 1i m p v N ZZ'� t UI N N p v m Bt U V } .6 A O V 6 if ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DE516NS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING L0 w � F"7 -1 0 f ¢ �O lot a 0 Lu P- oo -j p m w ¢ O T Z ov S� F- EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD 30 PSF FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY: CJB DATE: 03 -25 -2013 SCALE: AS NOTED PROJECTNUMBER: PNE 13 -209 SHEET NO: 52 • TRUSS OVER S.W. CAPABLE OF RESISTING (MINIMUM 9 TRUSS BEAM POCKET PER 3/S -1, P.T. 4x4 POST W/ SIMPSON ROOF FRAMING SCALE : %4" = 1' -0" ROOF TRUSSES BY OTHERS Z 0 �Q q a DETAIL 14 /SD -1 (TYPICAL) s . CAPABLE OF RESISTING 260PLF RUSS BAYS) 13 y (TYPICAL ROOF TRUSS ATTACHMENT) 8, -0. CORNER SET OPTIiONAL 3RD CAR GARAGE SCALE : 1a" = 1' -0" 8' JACK TRUSSES e 24• D.C. (W.F.) Z - - - -- - - - -- - - -- ----- I I I I - -r - -t- I I I -- I O I I I 1 I ti w I 5 _ aly I I I I 1_ 41112 UFpPL Jli I I I 8, -0. CORNER SET OPTIiONAL 3RD CAR GARAGE SCALE : 1a" = 1' -0" 8' JACK TRUSSES e 24• D.C. (W.F.) Z O 5 Z O h 0 I N In V N Wok y LL r o IW «_ m 4+ �N 1 N ZZ 5 y � � izd a ° m i � w- r J/ z ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THI5 DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, 25 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROTECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING rLl w r 0 � I Q v X33 co Lu ~ Q ON W Z o� Q e-y EXP05UPE: 8 WIND SPEED: 85 MPH SNOW LOAD'. 30 PSF ROOF FRAMING DRAWN BY: CJs DATE: 03 -2 }2013 SCALE: AS NOTED PROJECTNUMBER. ME 13 -209 SHEET NO: 5 -3 INSULATION PER ARCH, If' GYP. HD. PER ARCH. SHEATHING 2x6 STUDS a 16' D.L. SHEATHING PER PLAN as REO'D 7¢' GYP. BD. PER alxcH. MAX STEP HEIGHT OF ONE UNIT PER PLAN SHEATHING Ys' GYP, H0. PER ARCH. TYPE 'X' VERTICAL PER TWO UNITS HORIZONTAL MOISTURE BARRIER 2x6 P.T. SILL PLATE PER PLAN 2x4 STUDS a 16• D0. INSULATION PER ARCH. G.W.B ➢. PROVIDE 1 STRAP 48" MIN ( ) W/' P.B. PER PLAN AND l2' FROM ENDS MOISTURE BARRIER 2x6 STUDS a 16' D.L. 2X BLOCKING EACH SIDE OF SPLICE W 8 -16d COMMON NAJLS WALL FRAMING ABOVE F SPLICE W/ / MSTC52 FROM PONY WALL SIDING PER ARCH. BOTTOM PLATE NAILING �' T6G SUBFLDDR N4 CONT. BAR SIDING PER ARCH. BOTTOM PLATE NAILING PER S.W. SCHED. 2x6 P.T. SILL PLATE 3/4" Td:G FLOORING FLOOR JSTS. PER PLAN \ TO SHEAR WALL ABOVE WHERE FOUNDATION HOLDOWN IS SPECIFIED PER S.V. SCHED. FLOOR JOISTS PER PLAN N4 VERT. BAR 6 HDRIZ. 2x4 P.T. SILL PLATE V/ i6' A.B. PER PLAN EDGE NAILING AND @' FROM ENDS OVERLAP MSTC STRAP W/ STHD BELOW EDGE NAILING a 24' D.C. MAX SPACING W/ BS' A.H. PER PLAN PER S.W. SCHED, 31' T&G SUBFLOOR 2x BOTTOM PLATE FTT AS NEEDED. ALIGN HOLES AND INSTALL PER S.M. SCHED. INSULATION PER ARCH. AND @' FROM ENDS 4' DOW. SLAB W/ CONT. 2z RIM JOIST NAILING THROUGH BOTH STRAPS. CDNT. 2x RIM JOIST - -� 4' GRANULAR FILL EDGE NAILING M 6x6 WIRE MESH FLOOR JOISTS PER PLAN TOE NAILING INSULATI PER ARCH. P.T. SILL PLATE PER PLAN RIM JOIST ` 0 PER S.W. SCHED. 16C B 6' D.C. TOE NAILING 16d a 6' O.C. - 6 MIL. BLACK VAPOR 4' CONC. SLAB W/ y i 2 BAR 36" LONG ( ) 24 2 -2x TOP PLATE x MIN (4) ifid TO m k4 CONT. BAR BARRIER, LAP 12' R SE CMS 4' GRANULAR FILL ' j' A. ! LL N POST AND BEAM BEAM PER PLAN PLACE DIAGONALY ® .. 2x6 CRIPPLE WALL WITH STUDS Z M p . z L 6x6 WIRE MESH - EACH SDE .1 RE- ENTRANT CORNERS m 16" 0.0, MAX HEIGHT 4'; x O) £ N4 VERT. BAR 6 HDRIZ. ¢ S rt x x - - # - -- 6 NIL. BLACK VAPOR a° c p IN STEPPED FOUNDATION \ SHEATHING /NAILING TO MATCH ¢ £ e 24' O.C. MAX SPACING E l k m ,Y N4 CONT, BAR BARRIER, LAP 12' a SEANS °x6" WALLS �'�y .... ALL VARIATIONS FROM CONDITIONS SPECIFICA110NG OF WALL ABOVE z 6 MIL. BLACK VAPOR __ ( - �_ `� p4 VERT. BPR 6 HDRIZ. 1 OR 3/4" OSB �— POST REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE V £ — BARRIER LAP 12' e S ( __M__x__x _ e 24' D.C. MAX SPACING EA. SIDL OR APPROVAP SERVICE, IS THE PROPERTY OF PACIFIC 4' MAX STEM WALL.......,,,,, HEIGHT ••t \ PART, FOR ANY OTHER PROJECT STHD. HOD OR OTHER FROM PACIFIC NORTHWEST SEAMS AND UP FEN. WALL - 6 MIL. BLRCK VAPOR HARRIER LAP 12' a 151 BUILDING PAPER SB44 BETWEEN POST & CONC. O STEP FTG WHERE 5 \: \ i. _ HOLD DOWN PER PLAN 0 � t SEAMS ANO UP F ➢N. WALL AT P �1, ''./ im 00 �\ Q \ MINIMUM 2 A.B. SHEAR QpYW T Z o REO'D, CONTINUOUS �\ \\-- �V I \- OR PER SCHEDULE EXPOSURE B WIND SPEED'. 85 MPH ♦ 30 PSF RE -BAR PER FIG \ DRAWNBY: CJ8 FTG AND TIGHT LINE DRAINS 6' (2) p4 CUNT. BARS FTG AND TIGHT (2) N4 CONT, BARS LINE ORA/NS 6' 6' <2) N4 LONT. BARS PROJECTNUMBEW PER PER PLAN SHEET NO: DETAIL REINFORCING PER REINFORCING OR 12` 12' 12' RETAINING WALL 1 2 3 4 SCHEDULE Epoxy installation may not be adequate, contact the E.O.R. prior to construction •• "•,n to verify if alternates are MUDSILL ANCHOR ME 04 1°'°' a available. SPACING REBAR IN a SHEAR CONE SHEAR WALL SPACING l2 MIN 12. MI LENGTH Sw1 48" O.C. e SW'2 32" O.C. • �' M+T" SW3 16" O.C. . �_� MIN REBAR LENGTH I A m.n 1 a p,— ..�,.x Slnpson Strong -Tle HDU ° Slnoz n Str°no ne STHD COrnm Inst°B°gan °n TrIPI. St W. �1 ShP.m SI g-n. ` ST1al4RJ 1 RM Jtla lvtnlWtbn �'• 1 \1/ O Q000a .o � MASAP /MASP FASTENERS SHALL BE STHD14 HOLDOWN DETAIL STHD14RJ HOLDOWN DETAIL /�/ HOT—DIPPED GALVANIZED r HDU5 OPTION DETAIL (STHD8 /STHD10 SIMILAR) (STHDSRJ /STHDIORJ SIMILAR) (HDU2 /HDU4 SIMILAR) MASAP /MASH ANCHOR OPTION 7 8 9 10 11 12 1/2" CDX OR 7/16. OSB (4) 16d FROM BRACE 8d @ 6' O.C. TO HLK'G TO BLK'G DOUBLE TOP PLATE, CUNT, 6" EDGE AND 12" FIELD 2 MFG TRUSSES @ 24' D.C. U.N.D. •f6' OSB MAY BE OMITTED AT APA RATED SHEATHING GRADE SHEATHING OVER CRIPPLE 'SIMPSON' H2.5T NAILNG U.N.O. GABLE END TRUSS IF IT CAN PANELS. NAIL AT 6° ON AND HEADER HURRICANE BE F RESIST 100PLF LATERAL. a CENTER EDGE. 24' MIN EA. TRUSS, PP. II ❑ THERWISE ATTACH SSE AT 2x4 BLK'G CUT TO FIT Zx @ 16" O.0 16d @ 6' D.C. EDGES WITH Ed @ 6' D.C. TO o HTWN TRUSS TOP © RED OR RBCP 0 46' O.C. FLAT 1%4x8' BRACING 2x VERTICAL FRAMING @ 24' a CHORDS a Ad @ 6` O,C., TYP AT @ 48' D.C. W /(2) lOd ❑.C., TYP r h i 415 2x4 DIAG, BRACE @ a w EDGE NAILING INTO BLK'G vu @ EA. TRUSS w 46' O.C. WHERE REQ'D za ALL CRIPPLE EDGES ------ --� - -- - 16d @ 6' D.C. TRUSS x A34 FROM 2x4 BRACE @ 2 X BLOCKING BETWEEN I� �- - --------- - - - - -- - TO 2x6 BEYOND f TO 2.4 NAILER (U CJI,',,, 16d 6` D.C. ALL TRUSSES TYP PREFAB. ROOF TRUSS - t� (3) 16d MIN, 2x TO 2x ' -_ - -I`:_ _ __ SEE FRAMING PLAN AND 4a° Y2 • __._ I ^ _ _ MANUFACTURER'S SHOP MATCH B.U, in 4 TO dWEBS M .r i DRAWINGS TUGS COLUMN R 2x6 CDNT. GABLE CONTINUOUS HDR GYPSUM BOARD PER ARCH] GIRDER °,° SHEATHINGI PER PLAN /16 SHEATHING, WHERE ;STAGGER ENO JOINTS of ALL •' PER PLAN e° PLY'S ABOVE . REQ'D, DN GABLE ENDS ROOF SHEATHING PANELS �- -- - I _ A. ° USE HI05 FOR SINGLE PLY URGER VERTICAL 2 X 6 DOUBLE OR LGT3 FOR 3 -PLY GIRDERS ENICULAR TOMSSUPPORTS SHEATHING HALED TO TOP PLATE 2 X 6 STUD WAIL - OR LGT4 FOR 4 -PLY GIRDERIS PRE -MFG'D TRUSS PER PLAN GABLE ENO TRUSSES MUST BE ABLE To RESIST A LATERAL LOAD o ? q HEADER WITH 3" D.C. EXTERIOR STUDS ®1fi" O.C. 'Nti TYP ROOF SHEATHING U.N.O. of toOPLF (MINIMUM). Y S GRID PATTERN SIDING w TYPICAL SHEAR DETAIL SIMPSON GABLE END TRUSSES WHICH 00 zI 1%4x8' BRACING @ 48' D.C. NOT MEET THE MINIMUM LOADING SIMPSON LSTA24 EA. SIDE OF OSB "SIMPSON' SDWC MAY BE SUBSTITUTED LGT2 GIRDER TO TOP PLATE TYPICAL GABLE END TO W/ (2) 10d @ EA. TRUSS REQUIREMENT SHALL BE SHEATHED f q OPENING OPPOSITE OF SHEATHING FOR THE TYPICAL H2.5T CALLWT INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 13 7L4 TOP PLATE CONNECTION 15 TYP. GABLE END WEB BRACING 16 WITH 7/16- DSH. 17 ti SHEATHING iATTACH 2x PLATE TO UNDERSIDE OF HEADER SHTC PER ROOF '; WITH (2) ROWS [IF 16d EDGE NAILING FRDM OVERFRAMING PLAN 2x NAILER W/ @ 3` O.C. SHEATHING TO TRUSS OVER SHEAR WALL ROOF BOUNDARY PER PLAN NAILING (2) ifid ®EA SHTG CONT END TRUSS & 8d @ 3' O.C. TO GIRDER ® 12" O.C. STAGGERED TO EA. 2x MFG TRUSS, VERIFY BETWEEN WITH TRUSS MFG LEAD �H HOLDDOWN PER PLAN TRANSFER ON PLAN OR SHEATH WITH ESE AND C. PROVIDE EDGE NAILING TO MATCH SW BELOW MIN (2> A'x10' ANCHORS PRE -ENG WITH 3 "%3'x6'4 PLATE CDNT. SHEATHING A35 DR LIPS @ 32' O.C. GIRDER TRUSS WASHERS AND EDGE NAILING 166 PER PLAN TOENAIL ® EA •1 (2) k4x20'MIN , TRU55 GYP. SHEATHING GYP. SHEATHING PER f° I OVER OSB WHERE ARCH. PLANS ROOF ENTRY N3 HAIRPIN APPLICABLE NAILING 1 -1f' 2'MAX.. O d STD, 90° EACH H LEG I MAX I I I � BOTTOM EFm TRUSS TO TOP PLATE f STEM waLL� PARALLEL TO SHEAR WALL AT lxaxa' -o" (OR TERMINATE PRE -ENG TRUSS w/ HANGER BY TRUSS MFR x " PORTAL FRAME DETAIL 1 9 �_ 0 2 1 Ar cIING TRUSS) HIM. CHORD BRACING ®48" O.G. ATTACH 2 3 2 4 2x FLAT BLKG W /(2) 106 0 E TRUSS 25 LD6 27 28 29 30 z 5 O C 0 , N m� aa : z OP N jN �Tw m o m a LL N ` W~ LL 1 M p TW Wm .1 L.. z h N m v a° c p {, n •. m LU ^ f ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING IL') OR LU 0 0 � t Q im 00 LU Q QpYW T Z o EXPOSURE B WIND SPEED'. 85 MPH SNOW LOAD: 30 PSF STRUCTURAL DETAILS DRAWNBY: CJ8 DATE: 03- 252013 SCALE: AS NOTED PROJECTNUMBEW PNE 13 -209 SHEET NO: SD -1