Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2565J Plan
HJ nv.a�s I7 r'aRrra ' AM 2W 1 Shear wall type (typical) W. w, a,''' Designation in calculations S da I i� 0 uM tiara � • '3 r'pa 9rer --0 0 s• ecu.um Place structural sheathing 4 F -2 In. under gypsum wall board r'a oath PAnar I j either side of wall p Y � la II i1 1, 02010 NORTHWEST HOME DESIGNING, INC. „ III'---- - --- -------- ...._'- - -- Header 6: 412 extended full I Beam 6: 3 -1 /8x9 width of wall, each end. 'fie m double cripples cripples with MSTA24 _Z- MSTA$6 awe 0.1 OWIr S (u Beam 7: 4x6 MAIN FLOOR PLAN STHD14RI or �1R G1 ►' nY"frilWahNl�V'tYOEMY�'t YR TT 614AWNzo' 4�1 °.wmNahT: I the header to the inner studs opposite the she-ath- dowar wind" Opening, Any bracing requiredby Sec. ing, One anchor bolt not less than'/, inch (15.9 � mm) diameter and installed in accordance with when used adjacent to a data or window opening with a Section 2308.6 shall be provided in the center of full- letlgth header: each sill plate. The studs at each end of the panel I . In ale -story buildings, each panel shall have a shall have a tie -down device fastened to the froun- lengthof net Ins than l6 inches (406 mm) and a dation with an uplifteapacity ohmt less thaa4 „200 height of not more than 10 feet (3048 mm). Each pounds (18 480 N). Joist 8 wham spanel is located on one aide of theopen- layer of r/, inch (9.5 mm) minimum N ickness o—Joist 6 wvrar of the first full-length stud ofthe panel end the IP=- I ing studs at the other end of the opening. A soap with Figure 2308.9.3.2. The wood structural panel with an upliftcapacity of rat less than 1,000 porands sheathing shall extend up over the solid sawn w (4400 N) shall fasten the header to the beacng glued - laminated header and shall be nailed in studs. The bearing studs shall also have a do -dPSVn accordance with Pgure 2308.93.2. A built -up device fastened to the foundation with an uplift header consisting of at lent two 2 x 12s and fas- capacity of not Ins than 1,000 pounds (4400 K. toned in accordance with from 24 of Table 2304.9.1 shall be permitted robe used. A spacer, if, The 6e -down devices shall be an =bedded used, shall be placed on the side of the built -up strap type, installed in accordance with the ar am- beam opposite the wood structural panel shah- factwer's recommendations. The panels shall be ing. The header shall extend between the inside Ji 'L__ y This foundation shall be reinforced with not less Omer studs of each panel shall be not less than 6 than one No. 4 bar top and bottom I� Where the continuous foundation is required to r` have a depth greater than 12 inches (305 ones), a net leas than 1,000 pounds (4,400 N) shall fasten minimum 1244 ch by 12 -inch (305 mm by 305 J nelerrtm,ewen coal rrnrsrPFJJa: itwowaceowNarwae 9Yg¢WmMGRCX WaaEIOXEWteo K4 - Footing beam 8: ,ne 18x18 x6 typical I -Joist 7 , I Jf 1t/. r y Beam 8: 4x6 m _typical ORADE i' $\ ' 4'ma ra���ite 1 i ►wn toao�iMcn sa'ime I. ,: meGYL wrJ I ` 's--- Footing beam 4: ; t expand to 22x22 mvw.Wn II a STHDI4 STHD14 FOUNDATION PLAN beam 2: to 20x20 STHD14RJ or HDU2- SDS2.5 STHD14RJ or HDU8- SDS2.5 Footing beam 3: expand to 26x26 Footing beam 6: expand to 1 fix 18 STHD14RJ or HDU8- SDS2.5 Footing beam 6&7: 16xl6x8 with two #4 bars, each way 1� f0 tx !t t, SECOND FLOOR PLAN i f� 1(3 width of wall, each end Tie with BC4 cap . cripples with MSTA24 & EPB44 base SECOND FLOOR FRAMING PLAN Seam 3: 5- 1/8x13 -112 )r 6- 314x11 -7/8 louble cripples HUCQ5.25 /9 -SDS Hanger earn 6: 3 -1/8x9 ouble cripples .U548 target iUC46 (anger ern 6: 44 with ECS2 -2/4 cap & EPB44 base 2308.9.3.2 Alternate bracing wall panel adjacent to a the header to the inner studs opposite the she-ath- dowar wind" Opening, Any bracing requiredby Sec. ing, One anchor bolt not less than'/, inch (15.9 tion 2308.9,3 is permittedtobereplsood by thefollowing mm) diameter and installed in accordance with when used adjacent to a data or window opening with a Section 2308.6 shall be provided in the center of full- letlgth header: each sill plate. The studs at each end of the panel I . In ale -story buildings, each panel shall have a shall have a tie -down device fastened to the froun- lengthof net Ins than l6 inches (406 mm) and a dation with an uplifteapacity ohmt less thaa4 „200 height of not more than 10 feet (3048 mm). Each pounds (18 480 N). pastel shall be sheathed on one face with a single wham spanel is located on one aide of theopen- layer of r/, inch (9.5 mm) minimum N ickness ing, the header shall extend between the inside face wood structural panel sheathing nailed with Bd of the first full-length stud ofthe panel end the IP=- contract m galvanized box nails in accordance ing studs at the other end of the opening. A soap with Figure 2308.9.3.2. The wood structural panel with an upliftcapacity of rat less than 1,000 porands sheathing shall extend up over the solid sawn w (4400 N) shall fasten the header to the beacng glued - laminated header and shall be nailed in studs. The bearing studs shall also have a do -dPSVn accordance with Pgure 2308.93.2. A built -up device fastened to the foundation with an uplift header consisting of at lent two 2 x 12s and fas- capacity of not Ins than 1,000 pounds (4400 K. toned in accordance with from 24 of Table 2304.9.1 shall be permitted robe used. A spacer, if, The 6e -down devices shall be an =bedded used, shall be placed on the side of the built -up strap type, installed in accordance with the ar am- beam opposite the wood structural panel shah- factwer's recommendations. The panels shall be ing. The header shall extend between the inside supported directly on a foundation that is continu- ous across the entire length afrhe braced wall line. fecesof the that full-length outer studs of each panel. The clew span of the header between the This foundation shall be reinforced with not less Omer studs of each panel shall be not less than 6 than one No. 4 bar top and bottom feet (1829 mm) and net am than 18 fat (5486 Where the continuous foundation is required to M) in length. A strap with an uplift capacity of have a depth greater than 12 inches (305 ones), a net leas than 1,000 pounds (4,400 N) shall fasten minimum 1244 ch by 12 -inch (305 mm by 305 J nelerrtm,ewen coal rrnrsrPFJJa: itwowaceowNarwae 9Yg¢WmMGRCX WaaEIOXEWteo K4 - PM0F1 P4RroMWATr0MW 1YPIWLNFdI aOWaaPImaIW.Efl 14V4l I.TYOOIYP. 1WJN PWi1E EnW Cp191a11LTgH 1Ee71a91MlaTMIRBK.trHXa 1 109 paNpµgaPUCE FlaiBl alFJ.iMaprolF/DHMtMmCCMWWM ofVDQEI 16 LL m rae.. ULW wQ rouD,er04 w061” lm uxao.exoocew 318 MrIMW N'OFMID 6 IlxYL. M''E"aw OF ' MIMNmM.1P' Wa Q'E 4ItlH a1WCfLPE9 IYe PMF TtlNaM Mal NN1H.M'KMIIE6xT1E m9IfF1MV raw'xarwuNOa aroar aTworuaae flEa a n - Wx.bl Fxn4lMi rea . W Kaar ET MIN. rNNss. a OQ P mPs(EL&MX mmxa x wax ermawum Por ai: I km +304.8 mm; l Uxh • 21.4 mm: l Nqum � 4.446 N. �� FIOURE2301LB22 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING as 2009 INMNA110NAL 11MILPING'000 e Figure 2308.9.3.2 Door and window headers 48 except as noted SECTION Roof diaphragm: - 7/16" rated sheathing, minimum, unblocked, 6d nails 6" o.c, along supported edges, blocking between trusses and top chord of truss at elnd wells. Piece Hl tie at every truss and a L07T2 or LGT3- SDS2.5 at each girder truss. Sill Plate: Attach 2 inch (nominal), thick treated wood sill with 1/2 inch anchor bolts embedded at least 7 inches into the concrete and spaced no more than 6 feet apart. There shall be a minimWm of two bolts per piece with one bolt located mot more than 12 inches or less than seven bolt diameters from each end of the piece. See shear wall table for locations requiring closer spacing. A properly sized nut and a plate washer a minimum of 3 inches by 3 inches by a minimum 0.229 inch thick shall be tightened on each bolt to the plate. Do not notch plate for washer or nut. Foundation: Footing: 15" wide x 6" thick, 1 #4 bars: Stem wall: 6" thick, 04 48" o.c. vertically and 12" o.c. horizontally John R. Tissell, PE, 3504 Meadowbrook Lane S.E. July 31, 2012 Lacey, WA 98503 - 4209, Phone 360 412 -8188, Cell 253 229 -6550 File: YP0612 Site: 16717 Greenleaf Avenue SE (Lot 97), Yelm, WA Structural Summary Refer questions or changes in the structural design to the engineer. The truss drawings have been reviewed and the structural design reflects their loads. Design: Code: 2009 IBC Wind: 85 mph, Exposure B Seismic: Zone D Concrete: 2,500 psi Soil: 1,500 psf Floor: 40 psf Snow: 25 psf Design by others: Roof trusses Floor "I" joists Material: Lumber: Number 2 Hem -Fir, except as noted Glulams: 24F V4, except as noted Sheathing: structural rated sheathing Framing anchors: Simpson Strong -Tie or equal Foundation: Footing: 15" wide x 6" thick, 1 #4 bars Stem wall: 6" thick, #4 48" o.c. vertically and 12" o.c. horizontally See foundation plan for location of Simpson Strong -Tie hold downs. Locate at double 2x stud, double cripple, stud plus cripple or at single 3x or 4x framing member. Sill Plate: Attach 2 inch (nominal), thick treated wood sill with 1/2 inch anchor bolts embedded at least 7 inches into the concrete and spaced no more than 6 feet apart. There shall be a minimum of two bolts per piece with one bolt located not more than 12 inches or less than seven bolt diameters from each end of the piece. See shear wall table for locations requiring closer spacing. A properly sized nut and a plate washer a minimum of 3 inches by 3 inches by a minimum 0.229 inch thick shall be tightened on each bolt to the plate. Do not notch plate for washer or nut. Roof diaphragm: 7/16" rated sheathing, minimum, unblocked, 6d nails 6" o.c. along supported edges, blocking between trusses and top chord of truss at end walls. Place Hl or 142.5A tie at every truss and a LGT2 or LGT3- SDS2.5 at each girder truss. Shear Wall Table Wall Type Max. Shear (plf) Sheath. (Minim. Thick.) Nail (Common or Galv. Box) Nail Spacing(1) (in. o.c.) Nailing of bottom plate (2) (in. o.c.) Anchor bolt spacing(3) (in. o.c.) 1 109 318 6d 6 16 72,72 IA 195 318 6d 6 12 113 228 3/8 6d 6 10 50.71 2 288 3/8 6d 4 8 39,57 2A 359 3/8 6d 4 6 -1/2 16,23 4(4) 288 3/8 8d 1 3(5) 8 One 5/8 Notes: 1. Spacing along all panel edges. Nail panel interior with nails 12" o.c. to studs, except 6" ale. for 318 or 7/16 inch thick panels with their panel length parallel to studs 24" o.c. 2. Spacing for led common, decrease 30% for box. If sheathing extends to framing common with sheathing on wall below or mud sill, nailing can be 16" o,c. 3. First number spacing for 1/2" dia. bolts, second for 5/8" dia. anchor bolts and 2x plate. Anchor bolt spacing, when shown as under 6' o.c. required oniv for shear wall portion of walls. 4. Braced panel per 1CB0 Figure 2308.9.3.2 S. 3" (i.e. to each double stud, each side of wall. #4 bar continuous EXPANDED FOOTING 'J FILE APPROVED J: STRUCTURAL SUMMARY 13Y — NORTHWEST NOME DESIGNING, 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 USG 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 IS NOT A SALE OF ORIGINAL DOCUMENTS WHATSOEVER 3. COPY RESTRICTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS ARE COPYRIGHTED. UNAUTHORIZED COPYING OF THESE DOCUMENTS IS 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 ARE 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 OTHERWISE DISPOSE OF THESE CONSTRUCTION DOCUMENTS. 5. MISCELLANEOUS: THIS AGREEMENT 15 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 THIS AGREEMENT ARE SUBJECT TO A MINIMUM FIFTY THOUSAND (sS0000,00) 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 15 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 SPECIFICATION5i 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 SITE 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 HIS 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 SO REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT AT THE 51TE OF WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR 415 OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: IRC 8319.1 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 M15082 A SECTION M15083. IRC MIS08.4 - INTERMITTENT WHOLE HOUSE VENTING USING EXHAUST FANS WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILL SHALL HAVE A SON£ 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 M15053 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. IRC150810 - 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 M15052 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 d 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 SWITCHES SHALL BE INSTALLED 42' ABOVE THE FLOOR, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. APPLIANCE LOCATIONS: 111305.1 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 PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVCEED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES ZDEEP AND 30 INCHES WIDE (162 MM BY 162 MM) SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOMHE,4TERS 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: M13,013 ELEVATION OF IGNITION SOURCE. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 NOT LESS THAN 18 INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF THIS - %ECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M13013.1 PROTECTION FROM IMPACT. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMACaE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: MI5023 DUCT TERMINATION. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUSlr DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S 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. EXHAUUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502AA.1 TOE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 25 FEET (1620 MM)FROM THE CONNECTION i0 THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. DUCT LENGTH MUIST BE REDUCED BY 2.5 FOR 45. BEND 6 5FT FOR 90. BEND FOR A 4' EXHAUST PIPE. RANGE HOOD: M1505.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF 0.015-6INCH (03950 MM) (NO. 28 GAUGE) WITH 1/4 INGH 1(o.4 MM) CLEARANCE BETWEEN THE HOOD AND THE UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS.A CLEARANCE OF AT LEAST 24 INCHES 410 MM) SHALL BE MAINTAINED BETWEEN THE COOKING SURFACE AND THE COMBUSTIBLE MATERIAL OR CABINET. TB4E HOOD SHALL BE AT LEAST AS WIDE AS THE BROILER UNIT, EXTEND OVER THE ENTIRIE UNIT, DISCHARGE TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL INFILTRATION/EXHI- TRATION 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 EXRNAUST HOOD. EXHAUST DUCTING: MI503.1 GENERAL. RANGE HOODS SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE -WALL DUICT. THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER DUCTS SEFRVING RANGE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR AREAS INSIDE THE BUILDING. HEATING: IRC R303.8 EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A IMIN. ROOM TEMPERATURE OF 65, F AT A POINT 3' 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 5PECPICATIC7N5_ ALL HEATIN3 DUCTS WITHIN UNGONDITIONIED SPACES SHALL BE INSULATED TO R -8. DUCTS INSTALLED UNDER SLABS SHALL IBE INSULATED TO R -5. VENTILATION DUCTS: ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. FAN DUCT5 SHALL BE EQUIPPED WITH BACK Z>RAPT DAMPERS AND SHALL BE INSULATED TO A MIN. OF R -4 IN AN UNCONDITIONED vPACE. PIPE INSULATION: WSEC 503.11 PIPE INSUL- ATION: ALL PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE TO R -4 FORK HOT 1 R -3 FOR GOLD. DISTRIBUTION: WHERE OUTDOOR AIR SUPPLIES (WINDOW OR WALL PORTS) ARE SEPARATED FROM FAN LOCATIONS BY Du00R5, ADEQUATE AIR FLOW SHALL BE ENSURED BY UNDER CUTTING DOORS OR INSTALLING GRILLS OR TRANSOMS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 112!' ABOVE THE SURFACE OF THE FINISHED FLOOR COVERING. SPACE HEATING TYPE: (WAC 51 -II -1302) FrOR THE PURPOSE OF DETERMINING BUILDING ENVELOPE REQUIREMENTS, THE FOLLOWING TWO CATEGORIES COMPRISE ALL SPACE HEATING TYPES: ELECTRIC RE515TANCE: SPACE HEATING fIYSTEMS 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. OTHER: 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 COOLING EQUIPMENT: FOR EQUIPMENT WHICH PROVIDES BOTH HEATING AND COOLING IN 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 LAFGER OF THE SPACE HEATING OR SPACE COOLING LOAD FOR THE SELECTED SYSTEM SIZE. (WSEC 50322 EXCEPTION U TEMPERATURE CONTROLS: WSEC 503B.1 THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. THE THERMOSTAT 5HALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKEND5) AND BE CAPABLIE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. EACH ADDITIONAL SYSTEM PROVIDED WITHIN A DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE ADJUSTABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. THE T14EW06TAT SHALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLt SCHEDULE (WEEKDAY5NIEEKENDS). INDOOR DESIGN TEMPERATURE: INDOOR MIGN TEMPERATURE SHALL BE T0. FOR HEATING AND TS FOR COOLING. (W5EC 30 2.1) DAMPERS: OUTSIDE AIR INTAKES, EXHAUST OUTLETS AND RELIEF OUTLETS SERVING CONDITIONED SPACES SHALL BE EQUIPPED WITH MOTORIZED DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS SHUT OFI- OR UPON POUTER FAILURE. (WAG 51- II- 1412.4.1) EXCEPTIONS: I. SYSTEMS WHICH REQUIRE CONTINUOUS OPERATION. 2. COMBUSTION AIR INTAKES. 3. GRAVITY (NON- MOTORIZED) RELIEF DAAMPERS ARE ACCEPTABLE IN EQUIPMENT WITH LESS THAN 5,000 OFT TOTAL SUPPLY 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 CONGEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORT 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. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. 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 FIREBLOCKING 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. r I, -]' FIL► APPIRDIED ti O (o O I 00 ■ 00 u L0 Z"' Lo N Z Z° M CD 00 c � U WN co W 0 °' 00 0 m O Z2 I O > O Ww Q ®W ui Z U) F- O r vt CV 0) NT C -1 ■J 1 OF 1 0 lzl I 0- W V N F .v Q u M N 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 "SSheets" and/or (attached) documents 44'-0'( 3 CAR GARAGE OPT.) I0' -0' 34' -0' 3 CAR GARAGE OPT.) 24'X 11 2 CAR GARAGE OPT.) CRAWL SPACE ACCESS 4 I' -6' CANTILEVER G.I. WELL X 3' X4' CONC. P. BLOCK OUT FOR U 2668 DOOR 5 /\ r � I � 11 � 1 1 - EDGE OF 14 1 SLAB CONT. FTG- r / — O a 6 MIL. 61.0�R 69.011 I I � I r I I BEAM BLOCK OUT FOR MECRWICR< SLON�� SLAB 1 11 4' COMP45AND C GRAVEL BASES 11 11 IiENLARGE FOOTING FOR (POINT LOAD FROM ABOVE ^I Ii'1 (w/ 3 CAR OPT.) .4 (2) 04 BARS CONT., IN FIG. EDGE OF 6 DOOR OIPENING L - - _ CONT. FTG. — BEAM / _ 7 -0' 5' -0' 2'- J / / r M 4 AS R ENG'S CALLS. TYP. I POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. ;.I o d I u N U I O I 8W F-1 J 1 0 I I 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 FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRALLL SPACES P THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIN THIDINESS OF 3 -IR'. (WSEC 502.Ibl) SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, THE LOAD - BEARING VALUES IN TABLE R401.4.R SHALL BE SLOPE: IRC R40315 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 PRVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND CD DEMOLITION WORK 'VERIFY METHOD WITH LOCAL JURISDICTION. DRAINAGE: R4V3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED 1O C A STORE SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION 50 AS TO NOT CR=ATE A HAZARD. LOTS SHALL BE GRADED 00 TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN 'WE FIRST 10 FEET. LO FOUNDATION WALL SIZE: 8404.151 CONCRETE WALL THICKNESS, THE M THICKNESS OF CONCRETE FOUNDATION WALLS SHALL EQUAL t0 OR BE BE EQUAL GREATER THAN THE THICKl ESS OF THE WALL IN THE STORY ABOVE. I _I 6 12 8' -3' PC, 2 1/2' 1' -1 1/2' 16' -3" PC. 1 -I0 I/ ' I 10' -9 1/4' 10' -01 20' -0' 5' -6' 8' -6' 3 CAR GARAGE OPT.) 44' -0' V 3 CAR GARAGE OPT.) FOUNDATION 4 FIR5T FLOOR FRAMING PLAN STUB •4I INTO COI © 2010 NORTHWEST HOME DESIGNING, INC. SCALE : 1/4 "= 11 -0" FOUNDATION VENTILATION PROVIDE CRAWL SPACE VENTILATION AS PER IRC ( 910 5q. Ft. x 1/150 = 6.5 Sq. Ft. VENT AREA REO'D ) T 18' 8 V ARCH'L. GRADE COMP, SHINGLES 15" ASPHALT FELT INSUL. BAFFLE APPROVED HURRICANE TIE PER ENG'G CALLS. 5CRIN D VENT BLK'G 1/2' NOM. SHEATHING 4' GUTTER OVER 5/4 x V FASCIA TYPICAL WALL CONSTRICTION APPROVED RIM BOARD DBL. 2x TOP PLATE 1/2 NOM. EXT. SHEATHING 15" ASPH. FELT OR APPR AIR BARRIER 1' NOM. EXT. SIDING SEE ELEVATIONS B 2x BOTTOM PLATE Nv APRV'D RIM 6 x 6 W/ APPROVED POST BASE CONK. PER ENG'S CALCS. TYP VARIE5 PRE- MANUF TRUSSES s 24' O.C. (SEE ROOF FIRMS. FOR PITCH) - MAINTAIN ]'AIR SP. -. PER CODE 5/B GWB 2 -2x6 TOP PLLATE INSULATION PER COPE WHEN USING 4 x REAPER IN 2 x 6 WALL FILL VOID w/R -I0 RIGID INSIUL. BD. WHEN TRUSSED WITH 4XHI�ADER INSULATION PIER CODE — PLR JSTS. PER PLAN /z GWB Dz GLIB 6 LU ILS APPROVED VAPOR BARRIER WHERE REQUIRED INSULATION PER CODE 3/4' T.4G. PLYWD 5UBFLR GLUED 4 NAILED FLR JS 5. PEIR PLAN S _ _ P.T. SILL PLATrE 4 ANCHOR BOLTS PER E NG. 11111111 , III 1 1 1 I I. 1= X111 111 REINF. BARS ? 1 PER ENG'G CAALCS 11111 ` p, _ 11111111 III- III II 'u 11- =111 - D06 BLACK VISA = VAPOR BARMIER LU FOUNDATION DRAIN WASHED ROCK FILL (TYP.) PER ENCs'Cs TYPICAL TWO 5TORY CONFIG G SCALE: 3/4" = P -0" N a M o" J EQ A I STUB 14 BA J " INTO CONC_ -,1--: (2) -4 BARS, DOOR CONT. OPENING I 6-AB ON GRADE — I 4' CONC. SLAB 0 2' -0' 5' -6' 8' -6' ANI e� 6 x 6 W/ APPROVED POST BASE CONN. PER ENG'I CALCS. TYP. FOUNDATION PLAN - ELEV. OPT. �2 SCALE : 14'It 1' -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 FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRALLL SPACES P THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIN THIDINESS OF 3 -IR'. (WSEC 502.Ibl) SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, THE LOAD - BEARING VALUES IN TABLE R401.4.R SHALL BE SLOPE: IRC R40315 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 PRVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND CD DEMOLITION WORK 'VERIFY METHOD WITH LOCAL JURISDICTION. DRAINAGE: R4V3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED 1O C A STORE SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION 50 AS TO NOT CR=ATE A HAZARD. LOTS SHALL BE GRADED 00 TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN 'WE FIRST 10 FEET. LO FOUNDATION WALL SIZE: 8404.151 CONCRETE WALL THICKNESS, THE M THICKNESS OF CONCRETE FOUNDATION WALLS SHALL EQUAL t0 OR BE BE EQUAL GREATER THAN THE THICKl ESS OF THE WALL IN THE STORY ABOVE. FOUNDATION MICHOR BOLTS: WOOD SOLE PL ATE5 AT ALL EXTERIOR WALLS ON MONOLITHIC SLA55, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL ELATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1829 MM) ON CENTER BOLTS SHALL BE AT LEAST 1/2 INCH (12.1 MM) IN DIAMETER AND SHALL EMEND A MINIMUM OF l INCHES (118 I..L MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. A NUT AND WASHER SHALL BE TIGMENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLT5 PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (3051M) OR LE55 THAN SEVEN BOLT Q DIAMETERS. FROM EACH END OF THE PLATE SECTION M GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRO III ENDS OF Q0 WOOD GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED 4 WITH A 1/2' AIRSPACE ON TOPS, SIDES AND ENDS UNLESS NATURALLY DURABLE OR F9ffSERVATIVE- TIRSATED WOOD 15 USED. Oo I_ FOUNDATION: CHIMNEYS: FOR SHALL LO p U CONCRETE OR 50LII BE CONSTRUCTED OF CONC�TE OR SOLID MASONRY AT LEAST 12 INCHES MASONRY AT EAST 2 I „ (305 MM) THICK AND SHALL EXTEND AT LEAST 6 INCHES (152 MM) BEYOND THE FACE OF THE NDA11gd E FO OR SUPPORT WALL ON ALL SIDES. FOOTINGS LM 6 SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH OR ENGINEERED N co FILL BELOW FROST DEPTH. IN ACAS NOT SUBJECTED TO FREEZING, Q FOOTINGS SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. ^ LL CONCRETE STRENGTH: IRO R4022 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE R4022. CONCRETE W E C SUBJECT TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERUISE BY THE ENGINEER OF RECORD ON THEIR 0 S- SHEETS. 2 0)7- FILL: FILL UNDER GROUND-5UFPORTED SLABS SHALL BE A MINIMUM OF 4' COMPACTED SAND OR GRAVEL. O Q 2 SEISMIC REINFORCING: 8403.13 SEISMIC REINFORCING. CONCRETE FOOTINGS < Z LOCATED IN SEISMIC DESIGN CATEGORIES DO, DI AND D2, AS ESTABLISHED IN TABLE R3012(10, SHALL HAVE MINIMUM REINFORI BOTTOM Q REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) CLEAR FROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES O DO, DI AND D2 WHERE A CONSTRUCTION JOINT 15 CREATED BETWEEN A CONCRETE MUM ETE FOOTING AND A STEM WALL, A MIN OF ONE NO. 4 BAR SHALL O BE INSTALLED AT NOT MORE T14MI 4 FEET (1219 MM) ON CENTER THE VERTICAL BAR SHALL EMEND TO 3 INCHES (16 MM) CLEAR OF THE U V/7 ) BOTTOM OF THE FOOTING, HAVE A STANDARD HOOK AND EMEND A MINIMUM OF 14 INCHES (351 MM) INTO THE STEM WALL. Y FOUNDATION FOOTING DEPTH: IRC 8403.1.4 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12' BELOW UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO COPFORN WITH FROST Q J AND SEISMIC CONDITIONS. R40314.1 - R403.142 FOUNDATION FOOTING SIZE: R40311 MINIMUM SIZES FOR CONCRETE AND > MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R4031 AND FIGURE �/ R403.10). THE FOOTING WIDTH, W, SHALL BE BASED ON THE LOAD BEARING J VALUE OF THE SOIL IN ACCORDANCE WITH TABLE R40141 SPREAD L— FOOTINGS SHALL BE AT LEAST 6 INCHES (152 MM) IN THIDQ E55,'T'. FOOTING !�— PROJECTIONS, 'II SHALL BE AT LEAST 2 INCHES (51MM) MUD ALL NOT SH EXCEED THE THICKNE55 OF THE FOOTING, THE SIZE OF FOOTINGS O W SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE _ I Of R401.4.1, z FOUNDATION WALL DAMP - PROOFING: R406.1 CONCRETE AND MASONRY ♦'F_^ vJ FOUNDATION DAMP - PROOFING. EXCEPT WHERE REC UIRED BY SECTION R4062 TO BE WATER PROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE L DAMP- PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. r CD T_ N BY 2 xl 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 _ 44' -0' ( 3 CAR GARAGE OPTION) 101-0' 34' -0' ( 2 CAR GARAGE OPTION) 3 CAR GARAGE OPT.) 14' -6" 0-01 13' -6' 4' -9' l' -3' 2' -6' 2' -6' 0' EL MO I I I I S 4M1 HV 2621 FX 2( 21 FX 6068 S GLDR EGRESS 5G. D.V. GAS FIREPLACE W/ FLUSH HEARTH PER MFG;. SPECS. TYP. 6l b8-"11' m IUD NINCs 24 -1 x I1-1 10 x 12 -1 SO - 53 49 Q) 4'X 3'k4'T CON . PAD SO It 36'HIGH RAIL D E 2668 � SD 0 EF.I «l n � 3r GA W/H FURN. m W O 8 x 23 -3/ 4' DIA. STEEL ---E) h Q \ 4' BOLLARD LLI Q`J 4}' -9' 4' -0' II' -3' 4 55 -2 I/2' 4' -9 1/ 'N (p 1L i 2X6 ING DRAIN WALL w v l'S M 0.5C. ENTRY N — � I PANTRY 'Ili 8 n W N 19 -3 x 19 -8 v Pz 2468 u I ©010 NORTHWEST HOME DESIGNING, INC. 0 / \ 2 BATH m ___________ ______________________________� 13 0 II� II I I I I 0 6' � R 1 I A' 20 RpUND I I I Bm oHD II II I 36 UGH ILING I60aO OVERHEAD DOOR I I I I I 4' -4' 101-0' 10' -0' 3' -9" 9' I' -10 /2 4 1/2 4'-3' 5' -21/2' 3' -31/2' 20' -0' 51 -6" 10' -0' 34' -0' 3 CAR GARAGE OPT. l 2 CAR GARAGE OPT.) 0 i e � 8 V M b x 6 POST BUILT UP TO 10' COLUMN FIRaT FLOOR PLAN T SCALE : 1/411= II -0" ALL PLUMBING DRAIN, VENT d HEATING RUNS SMALL BE INSTALLED INTO INTERIOR WALLS. (SEE 2X(o PLUMBING DRAIN WALL LOCATION.) AREA SUMMARY FIRST FLOOR _ 955 SF. SECOND FLOOR _ 12415F. TOTAL ... 2,196 5F. COV'D PORCH _ 99 5F. GARAGE _ 393 SF. 3 CAR OPT - - 633 SF. GLA55 AREA: 241 Sq. Ft. GLAZING PERCENTAGE (GL / FL): 10.5 FLOOR PLAN - ELEV. OPT. #2 SCALE : 1/4'1- II -011 M115013.1 SOURCE SPECIFIC EXHAUST FANS. EXHAUST FANS PROVIDING 'NUTONE` T1301.0 ONES 10277M 25WS 130CFM 0.1OWS SOURCE SPECIFIC VENTILATION SHALL HAVE A MINIMUM FAN FLOW RATING NUTON'7T801.5SON 03C N25WS 80 CFM 10WS NOTES: 1. USE OT 130 (100 CFM MIN.) @ ALL KITCHENS WHOLE HOUSE FAN, NOT LE55 THAN 50 OFT1 AT 025 INCHES WATER GAUGE FOR BATHROOMS, 3. ALL FANS TO VENT DIRECTLYTO OUTSIDE. 4, ALL OTHER REQUIREMENTS OF WSEC MUST FE MET. LAUNDRIES, OR SIMILAR ROOM5 AND 100 OEM AT 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN FLOW RATIN35 SHALL BE DETERMINED AS PER HVI 916 (APRIL B%) OR AMCA 210, M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMICISTATS, TIMERS, OR OTHER APPROVED MEANS. SOURCE SPECIFIC VENTILATION SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE, MSO133 SOURCE 5PECEIC VENTILATION DUCTS. 500BCE SPECIFIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS SHALL BE EOUIFFED WITH BACK -DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF O R -4. TERMINAL EL EM ENT5 SHALL HAVE AT LEAST THE ECUIVALENT NET FREE AREA OF THE DUCT WORK TERMINAL ELEMENTS FOR EXHAUST FAN DUCT SYSTEMS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY O BY LEAVES OR OTHER MATERIAL. MINMUM 50% NET FREE AREA SHALL 1 MEET THE REQUIREMENTS OF 53035. ■ 00 DUCT WORK: SEALING: 503.103 ALL DUCTS, AIR HANDLER FILTER to AAA BOXES, AND BUILDING CANTIES USED AS DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SECTION MI6013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 603.9 OF THE INTERNATIONAL MECHANICAL M CODE. DUCT TIGHTNESS TESTING SHALL BE CONDUCTED TO VERIFY THAT L0 THE DUCTS ARE SEALED. A SIGNED AFFIDAVIT DOCUMENTING THE TEST RESULTS SHALL BE PROVIDED TO THE JUR15DICTION HAVING AUTHORITY BY N THE TESTING AGENT. WHEN R=RUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. BUILDING AIR LEAKAGE TESTING: MEC 502.45 BUILDIM'a ENVELOPE AIR ■► LEAKAGE CONTROL SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED TO HAVE AN AIR LEAKAGE LE55 THAN ODW30 SPECIFIC LEAKAGE AREA (SLA) WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 50 PASCALS (02 INCH WLx), TESTING 644LL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIO145 OF THE BUILDING ENVELOPE, 0 INCLUDING PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, M VENTILATION, AND COMBUSTION APPLIANCES AND SEALING THEREOF, WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PFESENCE OF DEPARTMENT STAFF, THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SECTION 105,4. C EGRESS DOOR: R3112 AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED L0 0 FOR EACH DUELLING UNIT. THE EGRESS DOOR SHALL BE 61DE- HINGED, AND 0 SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (813MM) WHEN �� MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE U) DOOR OPEN 90 DEGREES (151 RAD). THE MINIMUM CLEAR HEIGHT OF THE LU Lo DOOR OPENING SHALL NOT BE LESS THAN 18 INCHES (1981 MM) IN HEIGHT N MEASURED PROM 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 INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE W OR EFFORT, 0 C GARAGE/DWELLING DOOR 83025.1 OPENING 00 O PROTECTION, OPENINGS FROM A PRIVATE GARAGE DIRECTLY IMO 4 ROOM d) 2 USED FOR SLEEPING F URP05ES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE Q GARAGE AND RESIDENCE SHALL BE EQUIPPED o Q WITH 50LID (WOOD COORS NOT LE55 THAN 13/6 INCHES (35 MM) M THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I ` 3/8 INCHES (35 MM) THICK, OR 20- MINUTE FIRE -RATED DOORS, 5 Z EXTERIOR COORS: GLAZING AREA: TOTAL AREA OF THE GLAZING Q MEASURED USING THE ROUGH OPENING, AND INCLUDING THE GLAZING, SASH AND 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 OPENNG AR FOR EA. ALL OTHER DOORS, THE GLAZING AREA 15 THE DOOR AREA 0 ONE LAYER 5/8' TYFE'X' GUO BETWEEN GARAGE 1 HOUSE COST. W W FOUNDATION TO ROOF SM'G. OR ON ALL WALLS 4 CLG5. OF GARAGE. WHEN DWELL'G. UNIT 15 ABOVE GARAGE, ALL WALLS AND CLG. OF GARAGE SHALL Y HAVE MIN, ONE LAYER 5/e' TYPE 'X' REQD. NAILING SHALL BE • T O.C. ON Q BOTH EDGE 4 FIELD w/ 6d (T) NAILS. PENETRATIONS SHALL BE STEEL J FERROUS, OR COPPER PIPES OR I HR RATED ASSEMBLIES. NO WINDOWS SHALL BE PERMITTED IN GARAGE/HOUSE WALL. PERMANENTLY MOUNTED LIGHT FIXTURES PROVIDING OUTDOOR ED LIGHTING SHALL BE HIGH EFFICIENCY UNLESS 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 80 PSI AN w APPROVED APPROVED PRESSURE REDUCING VALVE (FRV) SHALL BE INSTALLED. z O T- N a) NT VENTILATION REQUIREMENTS 'NUTONE` T1301.0 ONES 10277M 25WS 130CFM 0.1OWS NUTON'7T801.5SON 03C N25WS 80 CFM 10WS NOTES: 1. USE OT 130 (100 CFM MIN.) @ ALL KITCHENS WHOLE HOUSE FAN, 2. USE OT 80 (50 OEM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLYTO OUTSIDE. 4, ALL OTHER REQUIREMENTS OF WSEC MUST FE MET. 2565 J /- 1 2 OF 9 1 I )a I 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 I T Ira' -m' 3 GAR GARAGE OPT.) ENN 11.3 44' -0' ( 3 GAR GARAGE OPTION) 34' -0' l 2 CAR GARAGE 6' -m' 2' -(," 2' -6' 4050 HV 7616 FX 2626 FX EGRESS D.V. GAS FIREPLACE W/ FLUSH HEARTH in��' ` PER MFG. SPECS. TYP. 9 -2 x 13 -4 LIVING 74 -1 x I1 -1 O 7 Imo__.._..._ _ . 12' 0' ATIO 5' -0' I 6,066 S .CsLDR 10 I 4X>X4 IH W CONC. PAD n IV 7 2668 p cn t 36' NIGH- RAIL__ Q I I - - -- w � �_- \ 0 x 30' 60' @ 'x6 R45 5D N I 3r GA O '6 -8 x 23 -3/ 4' DIA. STEEL \ 'BOLLARD Q I 5' -9' 4' -21/2' 10' -01/2' 7X6 UMBING DR4�IN,IWALL v *lS m SC. „� PANTRY U / \ C Aa ^Gr W MIN m - - -/ �- ___ 1 6 s o _ _______ _ 19 -3 x 19 -8 2468 o r © 2010 NORTHWEST HOME DESIGNING, INC. a @ / \ I ✓ 'I 7 / \ BATH 4 II 1I 1I D 'i � I II I 70 RaUND I I � 80 OHD II 'I 36' UGH ILING N I 1 1 16080 OVEf44EAD DOOR 5' -0. 4' -4' 10' -01 3 CAR GARAGE OPT.) AREA SUMMARY FIRST FLOOR _ 955 SF, SECOND FLO')R _ 1,241 SF. TOTAL ... 2,196 SF, COV'D PORGk1 _ 99 SF. GARAGE _ 393 S.F. 3 GAR OPT. _ (033 S.F. GLASS AREA: 241 Sqq Ft. GLAZING PERCENTAGE (GL / FL): MOB o 0 p ri ri ri ri 34' -0' 2 CAR GARAGE OPT.) I I I SI�61 1/2 5' -21/2' 3' -31/2' 6 x 6 P05T BUILT UP TO 10' COLUMN OPTIONAL FIRST FLOOR PLAN, SCALE : 1/4 °= II.Ou N @ v r I I ALL PLUMBING DRAIN, VENT 4 HEATING RUNS SMALL BE NFALLED INTO INTERIOR UUALLS. (SEE 2X6 PLUMBING DRAIN UJALL LOCATION.) NOTE: THE PRESCRIPTIVE PATH ME IHOD OF THE !RC WAS NOT FOLLOWED IN THE CE5*11 OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DE51CvN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD, WOOD IN CONTACT WITH CONCRETE AND MA50NRT: IRC. 3111(3) SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE NATURALLY DURABLE OR PRESERVATIVE- TTcATED ROOD. COLUMNS AND POSTS: R31114 WOOD COLUMNS, WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE- PRESERVATIVE- TREATED WOOD. R4013 STRUCTURAL REQUIREMENTS. THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LE55 IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES. PLYWOOD SUB FLOORING SHALL BE 3/4' T.46. COX OR II /I6' 05B (GLUED 4 Q NAILED), NAILING SHALL BE 10D " 6' OO. ALONG PANEL EDGES, AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 40120. STAGGER END LAPS. WALL AND ROOF 5HEATI41W. SHALL BE 1/7' COX OR 1/16' 058 NAILED W/ 8D a 6' O.C. ALONG PANEL EDGES, AND IT O.C. IN FIELD. SPAN INDEX SHALL BE T 24/0. STAGGER END LAPS. 00 ■ 00 FLOOR FRAMING; 1 R502b BEARING. THE ENDS OF EACH JOIST, BEAM OR LO GIRDER SHALL HAVE NOT LESS THAN 13 INCHES (38 MM) ON BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (16 MM) ON MA504R7 OR CONCRETE EXCEPT WHERE SUPPORTED ON A HUNCH -BT -4 -INCH (25.4 MM 00 BY 102 MM) RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. R502bU FLOOR SYSTEMS. JOISTS N 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 IOD FACE NAILSAUOOD OR METAL SPLICE WITH STRENGTH w EQUAL TO OR GREATER THAN THAT PROVIDED BY THE NAILED LAP S, PERMITTED. BEARING PARTITIONS: 85024 JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE 51ZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT Alff SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR 0) VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LalMR NOT LE55 Q THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 CD FEET (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS 54ALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS 5UC14 J015T5 ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD, q WALL FRAMING: IRC 860232 WOOD STUD WALLS SHALL BE CAPPED WITH A co O DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS U AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES /� SHALL BE OFFSET AT LEAST 24'. CUT-, ING, AND NOTCHING: R602b MAT NOT . ■ . 00 EXCEED 25% IN BEARING OR EXTERIOR WALLS. MAY NOT EXCEED 40% IN W LO C NON - BEARING WALLS. B.ORRO HOLES: MAY NOT EXCEED 40% WITH A 5/S' TO EDGE OF STUD, EXCEPT UP TO 60% IF STUD 15 DOUBLED. ® N HEADERS: IRC 502.10 OFENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH ^^� LL A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT m a) EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME 517E AS THE FLOOR JOIST. WHEN THE HEADER JOIST EXCEEDS 4', THE TRIMMER ._r. JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT FLOOR V O THE J015T FRAMING INTO THE HEADER � T 1 BEARING PARTITIONS: 85024 JOISTS UNDER PARALLEL BEARNG 0 PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPFORt THE LOAD. DOUBLE O Q JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT AIRE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL 5` THICK4E55 SPACED NOT MORE THAN 4 FEET (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM 0 SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST O STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED N THE DESIGN OF THIS O RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL ISE PROVIDED BY THE ENGINEER OF RECORD, LUMBER GRADING FOR VARIOUS WOOD MEMBERS: W POSTS (CRAWL SPACE) pF FOISTS (OTHER)-1 5 F JOISTS, BEAMS AND S RS_nNBTR H,F Q IDGIN BUCKS, BLOCKING, BRIDGING, ETC ILItt H/f J STUDS (2X4 4 LARER) —n24BTR H/F RAFTERS n45m H/F HEADERS nOF DF BEAMS Fl OF '^ 5 _ SUB FLOOR' /4' TAG PLYWOOD OR II/16' O58 ` SHEATHING (WALL6)_15 /32' CDX PLYWOOD OR 1/161 O58 SHEATHING (COMP. ROOF)_ 15/32' ODk PLYWD OR 1116' OSB SHEATHING (SHAKE. ROOF)— b(4 n4BTR H/F '5KIP SHITHG.' Uj SHE ATHING (TILE. RCOF)_IX6 '2457R KPR 46TR H/F (PER M SPECS) SHTS' O SILLS, SLEEPERS, NAILING BLOCKS_. P.T. (EMBEDDED IN CONCJ OF, H/F W ' OR PER ENGINEER OF RECORD. 0 O T1- N It 2565 J 3 3 OF ¢I9 150 A5PH. FELT OR APRV'D AIR BARRIER 1' NOM. EM. SIDING SEE ELEVATIONS APRV'D RIM METAL FLASHI'G 4' CONC. SLAB WP. MEMBRANE STUB OUT •4 BAR 1 x 18' 0 24' O.G. REINF. BARS PER ENG'G CALLS FOUNDATION DRAIN WASHED ROCK FILL (TYP.) 2x STUDS INSULATION PER CODE BASEBOARD 3/4' T.4G. PLYWOOD 5115FLOOR GLUED N NAILED IT5. PER PLAN 2x P.T. SILL PLATE 4PPROVED ANCHOR BOLTS 'ER ENG'S. CALLS. 006 BLACK VISO. VAPOR BARRIER PORCH 5LA5 DETAIL SCALE: 3/4" = P -D" SOLID BLOCKING Z POT. OF BEAM � Z 0 w CONG. PER ENG- FLR JSTS. PER PLAN INSULATION PER CODE 3/4' T.NG. PLYWOOD 5UBFLOOR GLUED t NAILED IE171H 2x CU55ET5 P. T. POST ANCHOR POSTS AGAINST LATERAL MOVEMENT PER ENG'S. CALC5. 006 BLACK VISA VAPOR BARRIER GIRDER DETAIL SCALE: 3/4" = 1'_0" 1/2 GLIB BEARING WALL BASEBOARD - 4' CONIC. 51-46 0 1/2 GWB 2x4 5TUD5 m 16' O.G. DRIVEPIN5 a 24' O.G. ir_ ____________ F'1 HDR HDR BEAM HDR HDR N I I � III \ II li III II II II II � \ II II II II II II � \ II A I � II Il \ II I 3 CAR II / I II II II II 9 I / / 111 I II II II II / / I t I II / II II II II , I I / ir_ ____________ F'1 HDR HDR BEAM HDR HDR DR K li I II II w Ili li 1' - - -- - - -MUL 1 J5T II - -5 F II LI pl I � I I �iPEjN l I I I I I I � 10 21 J A J 2 ag NMI R s }aids ______ ______ ___ __ ___ __ __ t1 RJ51 ___ __ ___ / ,I Jt MULT it 1 II II 1 I1 � II II 111 sis Lj / Ili II d III II RAGE OFT.) Q F--- U j ` -L H,I Fl I I I I I I I I I m NIL DID E 1 II � II II \ li 11 I1 � II II II II L HD ' 1 1 FLU H BE All 1 2' -0' CANTILEVER 11 lr - - - - -- HDR'li l 2x4 PLATE HDR 'li BEAM BEAM S CON � D FLOOR SMOKE ALARMS: 83143 LOCATION SMOKE ALAR15 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, INCLUDNG BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DUELLING5 OR DWELLING 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 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. LIGHT 4 VENTILATION: IRC 8303.1 ALL HABITABLE ROOMS $HALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA U- SUCH ROOMS. NATURAL VENTILATION SHALL HAVE A MIN. OPENABLE AREA TO THE OUTDOORS OF 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWG: IRC 8310.1 ALL SLEEPING ROOMS AND BASEMENTS ARE REQUIRED TO HAVE EGRE56 WINDOW. THE WINDOW SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.1 SQUARE FEET, THE MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24'. THE MINIMUM NET CLEAR OPEN45LE WIDTH DIMENSION SHALL BE 20', THE WINDOW SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44' ABOVE THE FLOOR WINDOW WELLS SHALL BE PROVIDED WHEN EGRESS WINDOWS HAVE A FINISHED SILL HEIGHT BELOW ADJACENT GROUND ELEVATION. THE WELL SHALL ALLOW THE WINDOW TO BE FULLY OPENED AND PROVIDE A MINIMUM ACCESSIBLE NET CLEAR OPENING OF 9 SQ, FT, 'WITH A MINIMUM DIMEN5ION OF 36', WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44' 5HALL BE EQUIPPED WITH A PERMANENT LADDER IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW I$ LOCATED MORE THAN 12' (1829 mm) ABOVE THE FINISHED GRADE OR SUFFACE BELOW THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24'(610 mm) ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. GLAZING BETWEEN THE FLOOR AND 24' (610 mm) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4' DIA (102 mm) SPHERE CANNOT PASS. HATCHES AND DOORS. 502144 ACCE58 DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (EG. ATTICS AND CRAWL 5PACE5) SHALL BE WEATHER5TRIFPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROlNDNS SURFACES ACCE55 SHALL BE PROVIDED TO ALL EQUIPMENT WHICH FREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EOUIVALENT BAFFLE OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL INSULATION 15 INSTALLED, THE FUWOSE OF WHICH IS 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 L005E FILL INSULATION. SHOWER STALL SURFACING: R3012 BATHTUB AND SHOWER SPACES, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWIER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LE55 THAN 6 FEET (1829 MM) ABOVE THE FLOOR SHOWER AREAS: R30IJ 5HOWERS SHALL BE A MINIMUM SIZE OF 30' BY 30' WITH A 24' IN CLEARANCE IN FRONT OF OPENING WATER CLOSET CLEARANCES: IRC 8301.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LE55 T14M 30' IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 21'. 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, DRYER5, AND LAUNDRY TUBS SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL, GYPSUM WALLBOARD: 810233 WATER- RE515TANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL COI -FORM TO ASTM C 1396, C In8 OR Cl2'18. USE OF WATER- RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILIW,5 WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER FOR Ill- INCH -THICK (12] MM) OR 16 INCHES (406 MM) FOR 5/e -NCH -T4ICK (I(1 MM) GYF'SUIM BOARD. WATER - RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLA56 I OR II VAPOR RETARDER IN A SHOVER OR TUB COMPARTMENT. OUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER 810238.1 LIMITATIONS. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AFEA5 SUBJECT TO CONTNUOUS HIGH HUMIDITY. CD CD 9 00 ■ DO U ZL0 N w ILL Z CY) O Do E M 1 LO U CY) U5 0 N W TO t3) 2 O ' 0 x Z 0 Y/ O Ww J vJ OW W Z� 2 r N NT �6BLACKVISA FRAMING PLAN REINF, BARS PER ENG1G, VAPOR BARRIER PER ENG'G GALLS NECKED BOP THICKENED �/L�J..7 D�T�IL ©2010 NORTHWEST HOME DESIGNING, INC. SCALE ; I /4 "= 1'_(j" DRAWN BY C RES TUTS° DE SIGN 2565 J SHEET NUMBI NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE OF 9 VERIFIED prior to ordering any raw materials or fabricated components. Any structural components Q specified are for reference only and must be verified with the ENGINEER OF r RECORD'S "S- Sheets" and/or (attached) documents II I A I II I II l l 9 I I I I t ti I I c c I p p I I d I 1 @ @ U U 1 O U U I I I I N N I MOLT T5 II I IY D D_ I II I , I III III a a I I I � � I II I I HDR'li l 2x4 PLATE HDR 'li BEAM BEAM S CON � D FLOOR SMOKE ALARMS: 83143 LOCATION SMOKE ALAR15 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, INCLUDNG BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DUELLING5 OR DWELLING 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 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. LIGHT 4 VENTILATION: IRC 8303.1 ALL HABITABLE ROOMS $HALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA U- SUCH ROOMS. NATURAL VENTILATION SHALL HAVE A MIN. OPENABLE AREA TO THE OUTDOORS OF 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWG: IRC 8310.1 ALL SLEEPING ROOMS AND BASEMENTS ARE REQUIRED TO HAVE EGRE56 WINDOW. THE WINDOW SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.1 SQUARE FEET, THE MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24'. THE MINIMUM NET CLEAR OPEN45LE WIDTH DIMENSION SHALL BE 20', THE WINDOW SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44' ABOVE THE FLOOR WINDOW WELLS SHALL BE PROVIDED WHEN EGRESS WINDOWS HAVE A FINISHED SILL HEIGHT BELOW ADJACENT GROUND ELEVATION. THE WELL SHALL ALLOW THE WINDOW TO BE FULLY OPENED AND PROVIDE A MINIMUM ACCESSIBLE NET CLEAR OPENING OF 9 SQ, FT, 'WITH A MINIMUM DIMEN5ION OF 36', WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44' 5HALL BE EQUIPPED WITH A PERMANENT LADDER IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW I$ LOCATED MORE THAN 12' (1829 mm) ABOVE THE FINISHED GRADE OR SUFFACE BELOW THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24'(610 mm) ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. GLAZING BETWEEN THE FLOOR AND 24' (610 mm) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4' DIA (102 mm) SPHERE CANNOT PASS. HATCHES AND DOORS. 502144 ACCE58 DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (EG. ATTICS AND CRAWL 5PACE5) SHALL BE WEATHER5TRIFPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROlNDNS SURFACES ACCE55 SHALL BE PROVIDED TO ALL EQUIPMENT WHICH FREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EOUIVALENT BAFFLE OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL INSULATION 15 INSTALLED, THE FUWOSE OF WHICH IS 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 L005E FILL INSULATION. SHOWER STALL SURFACING: R3012 BATHTUB AND SHOWER SPACES, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWIER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LE55 THAN 6 FEET (1829 MM) ABOVE THE FLOOR SHOWER AREAS: R30IJ 5HOWERS SHALL BE A MINIMUM SIZE OF 30' BY 30' WITH A 24' IN CLEARANCE IN FRONT OF OPENING WATER CLOSET CLEARANCES: IRC 8301.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LE55 T14M 30' IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 21'. 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, DRYER5, AND LAUNDRY TUBS SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL, GYPSUM WALLBOARD: 810233 WATER- RE515TANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL COI -FORM TO ASTM C 1396, C In8 OR Cl2'18. USE OF WATER- RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILIW,5 WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER FOR Ill- INCH -THICK (12] MM) OR 16 INCHES (406 MM) FOR 5/e -NCH -T4ICK (I(1 MM) GYF'SUIM BOARD. WATER - RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLA56 I OR II VAPOR RETARDER IN A SHOVER OR TUB COMPARTMENT. OUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER 810238.1 LIMITATIONS. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AFEA5 SUBJECT TO CONTNUOUS HIGH HUMIDITY. CD CD 9 00 ■ DO U ZL0 N w ILL Z CY) O Do E M 1 LO U CY) U5 0 N W TO t3) 2 O ' 0 x Z 0 Y/ O Ww J vJ OW W Z� 2 r N NT �6BLACKVISA FRAMING PLAN REINF, BARS PER ENG1G, VAPOR BARRIER PER ENG'G GALLS NECKED BOP THICKENED �/L�J..7 D�T�IL ©2010 NORTHWEST HOME DESIGNING, INC. SCALE ; I /4 "= 1'_(j" DRAWN BY C RES TUTS° DE SIGN 2565 J SHEET NUMBI NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE OF 9 VERIFIED prior to ordering any raw materials or fabricated components. Any structural components Q specified are for reference only and must be verified with the ENGINEER OF r RECORD'S "S- Sheets" and/or (attached) documents SMOKE ALARMS: 83143 LOCATION SMOKE ALAR15 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, INCLUDNG BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DUELLING5 OR DWELLING 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 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. LIGHT 4 VENTILATION: IRC 8303.1 ALL HABITABLE ROOMS $HALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA U- SUCH ROOMS. NATURAL VENTILATION SHALL HAVE A MIN. OPENABLE AREA TO THE OUTDOORS OF 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWG: IRC 8310.1 ALL SLEEPING ROOMS AND BASEMENTS ARE REQUIRED TO HAVE EGRE56 WINDOW. THE WINDOW SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.1 SQUARE FEET, THE MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24'. THE MINIMUM NET CLEAR OPEN45LE WIDTH DIMENSION SHALL BE 20', THE WINDOW SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44' ABOVE THE FLOOR WINDOW WELLS SHALL BE PROVIDED WHEN EGRESS WINDOWS HAVE A FINISHED SILL HEIGHT BELOW ADJACENT GROUND ELEVATION. THE WELL SHALL ALLOW THE WINDOW TO BE FULLY OPENED AND PROVIDE A MINIMUM ACCESSIBLE NET CLEAR OPENING OF 9 SQ, FT, 'WITH A MINIMUM DIMEN5ION OF 36', WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44' 5HALL BE EQUIPPED WITH A PERMANENT LADDER IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW I$ LOCATED MORE THAN 12' (1829 mm) ABOVE THE FINISHED GRADE OR SUFFACE BELOW THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24'(610 mm) ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. GLAZING BETWEEN THE FLOOR AND 24' (610 mm) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4' DIA (102 mm) SPHERE CANNOT PASS. HATCHES AND DOORS. 502144 ACCE58 DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (EG. ATTICS AND CRAWL 5PACE5) SHALL BE WEATHER5TRIFPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROlNDNS SURFACES ACCE55 SHALL BE PROVIDED TO ALL EQUIPMENT WHICH FREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EOUIVALENT BAFFLE OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL INSULATION 15 INSTALLED, THE FUWOSE OF WHICH IS 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 L005E FILL INSULATION. SHOWER STALL SURFACING: R3012 BATHTUB AND SHOWER SPACES, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWIER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LE55 THAN 6 FEET (1829 MM) ABOVE THE FLOOR SHOWER AREAS: R30IJ 5HOWERS SHALL BE A MINIMUM SIZE OF 30' BY 30' WITH A 24' IN CLEARANCE IN FRONT OF OPENING WATER CLOSET CLEARANCES: IRC 8301.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LE55 T14M 30' IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 21'. 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, DRYER5, AND LAUNDRY TUBS SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL, GYPSUM WALLBOARD: 810233 WATER- RE515TANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL COI -FORM TO ASTM C 1396, C In8 OR Cl2'18. USE OF WATER- RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILIW,5 WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER FOR Ill- INCH -THICK (12] MM) OR 16 INCHES (406 MM) FOR 5/e -NCH -T4ICK (I(1 MM) GYF'SUIM BOARD. WATER - RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLA56 I OR II VAPOR RETARDER IN A SHOVER OR TUB COMPARTMENT. OUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER 810238.1 LIMITATIONS. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AFEA5 SUBJECT TO CONTNUOUS HIGH HUMIDITY. CD CD 9 00 ■ DO U ZL0 N w ILL Z CY) O Do E M 1 LO U CY) U5 0 N W TO t3) 2 O ' 0 x Z 0 Y/ O Ww J vJ OW W Z� 2 r N NT �6BLACKVISA FRAMING PLAN REINF, BARS PER ENG1G, VAPOR BARRIER PER ENG'G GALLS NECKED BOP THICKENED �/L�J..7 D�T�IL ©2010 NORTHWEST HOME DESIGNING, INC. SCALE ; I /4 "= 1'_(j" DRAWN BY C RES TUTS° DE SIGN 2565 J SHEET NUMBI NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE OF 9 VERIFIED prior to ordering any raw materials or fabricated components. Any structural components Q specified are for reference only and must be verified with the ENGINEER OF r RECORD'S "S- Sheets" and/or (attached) documents EXT. FIN. PER ELEV 15• FELT 1/1' SHEATHING n, FTG DRAIN IN I PER WASHED ROCK FILL (TYP) ENG'G 2x STUDS 16' O.C. 2x BASE PLATE 4' GONG. SLAB ON 6 MIL V150UEEN VAPOR BARRIER 4' COMPACT CRUSHIED ROCK BASE NOTE: VERIFY ANCHOR BOLT SIZE 4 SPACING AND REBAR SIZE 4 SPACING WITH ENGINEER CALC,'S. REINF. BARS PER ENG'G CALLS 5TEM WALL DETAIL G SCALE: 3/4" = II_/]II 5/8' GWB (TYPE 'X') 2x STUDS INSULATION PER CODE 3/4' T.43. PLYWOOD $UBFLOOR 2x RIM JOISTS GLUED 4 NAILED EXPANSION JOINT 4' GONG SLAB ON 6 MIL Y16MEEN VAPOR BARRIER FLR JSTS. PER PLAN '. 2x P.T. SILL PLATE APPROVED ANCHOR BOLTS REINP. BARS PER ENG'S. GALLS. PER ENG'G CALLS -.Y:' OM BLACK VISQ. VAPOR BARRIER GARAGE/DWELLING 6EPARATION DETAIL SCALE: 3/4" = 1'-0" �r I� I III 8 V I Iii 2m' -m' 15' -6' 351 -0' -31/2' 51 -3' 1 3' -51/2' I' - (OFT. WALL TEEN RM.) (D J =00 EGRESS EGRESS 3040 CS 3040 CS L___--------- WALL LINE �N X'+ e� N I � I NWN I m U t6 U 0 LINEN SD El EF. 2 C 2020 1 X 2020 r II II I 'I — 6� ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. THE DESIGN AND N MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL s COMPLY WITH ANSI/TPI I. THE TRUSS DESIGN DRAWINGS SHALL BE u to a PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE 4040 HV 4040 WV SAFE7 GLASS :� CONSTRUCTED TR155ED SHALL BE BRACED TO PREVENT ROTATION AND c\ EGRESS EGRESS 12'x36' 'x3 M SHALL BE PROVIDED TO THE BUILDING OFFCIAL AT THE TIME OF PERMIT � -t TRUSSES SHALL NOT BE DONE PRIOR TO FIELD MEASUREMENT OF BUILDING FRAMING TO VERIFY DRAWINGFIELD ACCURACY. STORE TRUSSES IN A FLAT SOAK TUB 0 7 890521 ROOF SLOPES FROM 2 UNITS VERTICAL BY 12 UNITS HORIZONTAL UP LL TO 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL, UNDER! AYMENT SHALL BE 2 D.V. GAS SEE THRu O LAYERS OVERLAPPING 19 INCHES. FOR SLOPES OF 4 UNITS VERTICAL BY L - - UNITS HORIZONTAL OR GREATER UNDERLAYMENT SHALL BE I LAYER O FP. - INSTALL PER 2466 EF. 2 RAFTERS: IRC RW23 RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR e O TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE MANN'S. SPECS- O MAIN AT AT LEAST I' NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT , + LL MAIN BEDROOM r SITTING AREA OR HIP RAFTER NOT LESS THAN 2' NOMINAL THICKNESS AND NOT LESS IN �� 21 -6 x 13 -8 'n RAFTER OPENINGS: IRO 8802.9 OPENINGS IN ROOF 4 CEILING FRAMING Smoke SHALL BE FRAMED WITH HEADER 4 TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE --- X LL - Detector in - HEADER JOIST SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER J015T _— __ R e S_____ EF 2 SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE 9 CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER c\ ILL II CLOSET 89032.1 LOCATIONS. FLASHING5 SHALL BE INSTALLED AT WALL AND ROOF 0 INTERSECTIONS, WHEREVER THERE 15 A CHANGE IN ROOF SLOPE OR 068 BI -PASS DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, O THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT Z co LE55 THAN 0019 INCH (0S MM) (NO. 26 GALVANIZED SHEET). M R103B FLASHING, APPROVED CORROSION - RESISTANT FLASHING SHALL BE APPLIED SHINGLE - FASHION IN A MANNER TO PREVENT ENTRY OF WATER 0 SD R <S E STRUCTURAL FRAMIN's COMPONENTS. SELF - ADHERED T MEMBRANES USED LO O 45 FLASHING SHALL COMPLY WITH AAMA 111. THE FLASHING SHALL EXTEND N V TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED N'I �� DORROSION- RESISTANT FLASHING$ SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: -3 1/2' 6' -2 1/2' 3' -3' I. EXTERIOR WINDOW AND DOOR OPENIII FLASHING AT EXTERIOR CNI WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SUWACE OF THE M EXTERIOR WALL FINISH OR TO THE WATER - RESISTIVE BARRIER FOR SU55EQIENT Q X41 44�� a- DRANAGE. V 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ai CONSTRICTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. N u M LOFT R 4 5 a UTI I - 8 -10 x 10 -6 O EF. I E BEDROOh1 2 5. WEER= EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. SD 6. AT WALL AND ROOF INTERSECTIONS. T. AT BUILT -IN GUTTERS. N 6 Q 9x13 7 WEATHER RE51STIVE SHEATHING PAPER: R1032 WA =R- RESISTIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT FREE FROM HOLES AND BREAKS, O Q COMPLYING WITH ASTM D 226 FOR TYPE I FELT OR OTHER APPROVED O WA7ER- RE515TIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE O APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR FELT 514ALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER BE APPROVED MATERIAL SHALL BE CCNTINUOU AND S TO THE TOP OF WALLS D W iATVC1 ES Piz HEIGHT WALL 5' -S 1/2" REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 810311 Q J 2668 (OFT. WALL TEEN RM.) (D J =00 EGRESS EGRESS 3040 CS 3040 CS L___--------- WALL LINE �N X'+ e� N I � I NWN I m U t6 U 0 LINEN SD El EF. 2 C 2020 1 X 2020 r II II I 'I — 6� ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. THE DESIGN AND N MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL s COMPLY WITH ANSI/TPI I. THE TRUSS DESIGN DRAWINGS SHALL BE u to a PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE I 61_ml 6 0' E' 0' 5'- 21.4' 5'-6' 21.2' 12' -0' I01-01 II -1 x 12-3 EGRESS�I EGRESS 3040 G5 I 3040 CS I I Xr �n — 6� ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL s I 8 I� 71W �Im J I� a B i l UPPER FLOOR FLAN ©2010 NORTHWEST HOME DESIGNING, INC. SCALE : 1/44= II_0II I S N - 0 (n N I Ilu TRUSSES: IRC 8502.11.1 - FW2.112 WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI I. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE STATUES OF THE JURISDICTION IN WHICH THE PROJECT 15 TO BE CONSTRUCTED TR155ED SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. ROOF TRL55 0E56N(S) AND SHOP DRAWINGS SHALL BE PROVIDED TO THE BUILDING OFFCIAL AT THE TIME OF PERMIT APPLICATION AND SHALL BE ON SITE PRIOR TO ERECTION ORDERING OF TRUSSES SHALL NOT BE DONE PRIOR TO FIELD MEASUREMENT OF BUILDING FRAMING TO VERIFY DRAWINGFIELD ACCURACY. STORE TRUSSES IN A FLAT DRY LOCATION AND COVER FROM THE ELEMENTS UNTIL PLACEMENT. 890521 ROOF SLOPES FROM 2 UNITS VERTICAL BY 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL, UNDER! AYMENT SHALL BE 2 O LAYERS OVERLAPPING 19 INCHES. FOR SLOPES OF 4 UNITS VERTICAL BY L O UNITS HORIZONTAL OR GREATER UNDERLAYMENT SHALL BE I LAYER O OVERLAFPPING 2 INCHES. RAFTERS: IRC RW23 RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR O TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE ■ O AT LEAST I' NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT , + END OF THE RAFTER AT ALL VALLEY AND HIPS THERE SHALL BE A VALLEY v OR HIP RAFTER NOT LESS THAN 2' NOMINAL THICKNESS AND NOT LESS IN �� DEPTH THAN THE CUT END OF THE RAFTER :n RAFTER OPENINGS: IRO 8802.9 OPENINGS IN ROOF 4 CEILING FRAMING N 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 RAFTER WHEN THE in HEADER JOIST SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER J015T SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER ILL 89032.1 LOCATIONS. FLASHING5 SHALL BE INSTALLED AT WALL AND ROOF 0 INTERSECTIONS, WHEREVER THERE 15 A CHANGE IN ROOF SLOPE OR O DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, O THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT Z co LE55 THAN 0019 INCH (0S MM) (NO. 26 GALVANIZED SHEET). R103B FLASHING, APPROVED CORROSION - RESISTANT FLASHING SHALL BE APPLIED SHINGLE - FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING op E STRUCTURAL FRAMIN's COMPONENTS. SELF - ADHERED T MEMBRANES USED LO O 45 FLASHING SHALL COMPLY WITH AAMA 111. THE FLASHING SHALL EXTEND V TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED �� DORROSION- RESISTANT FLASHING$ SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: ul I. EXTERIOR WINDOW AND DOOR OPENIII FLASHING AT EXTERIOR CNI WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SUWACE OF THE M EXTERIOR WALL FINISH OR TO THE WATER - RESISTIVE BARRIER FOR SU55EQIENT Q 44�� a- DRANAGE. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ai CONSTRICTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. O 3. SR AND AT THE ENDS OF MA50NRr, WOOD OR METAL COPINGS AND O O SLND 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. O 2 5. WEER= EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 0 6. AT WALL AND ROOF INTERSECTIONS. T. AT BUILT -IN GUTTERS. O 7 WEATHER RE51STIVE SHEATHING PAPER: R1032 WA =R- RESISTIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT FREE FROM HOLES AND BREAKS, Q COMPLYING WITH ASTM D 226 FOR TYPE I FELT OR OTHER APPROVED O WA7ER- RE515TIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE O APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR FELT 514ALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CCNTINUOU AND S TO THE TOP OF WALLS D W TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE Y REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 810311 Q J INN U) O w N Z IX U) 1- O r N NT 2565 J 5 � 0 . �Z MFR. TRUSSES e 24' O.G. X= fie' TYPE 'X' GWB Y TYPE 'X GJ1B 2 x 6 WOOD STUDS 6 16' O.G. TYPE 'x GIL$ EXTERIOR SIDING R -21 INSUL. (OPTIONAL) AS REQUIRED BY JURISDICTION BASED ON SITE SPECIFIC SETBACK INFORMATIION CLASS -C ROOFING MATERIAL 4 FIRE - RESISTANT SHEATHING WITHIN FIRST 4' -0', NO PENETRATIONS ALLOWED 2 LAYERS OF TYPE 'X GM CLASS -C ROOFING MATERIAL 4 FIRE - RESISTANT SHEATHING WITHIN FIRST 4' -0', NO PENETRATIONS ALLOWED 2 LAYERS OF 518' TYPE 'X' GM MFR TRUSSES e 24' O.C. %, TYPE 'X' GWB 5'e' TYPE 'X G15 2 x 6 WOOD 5TUD5 ®I6 ' Q.G. TYPE 'x' GWB Ex11ERIOR SIDING R -71 INSUL, 1 -NR FIRE RATED WALL 4 OVERHANG DETAIL GA WF 5105 SCALE : N -T.S- GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS EXTERIOR SIDE: ONE LAYER 48' WIDE 5/8' TYPE 'X' GYPS.M SHEATHING APPLIED PARALLEL TO 2 X 4 COD W S111D5 24' OL. WITH 1314' GALVANIZED RDGFMG NAILS 4'0 .(r`. AT VERTICAL JOIMS A`LJ T' OL, AT INTER'EDIATE 8T1D8 AND TOP AND BOTTC41 PLATES. JOIII OF GYPSAi SHEATHNG MAY BE LEFT UNTREATED. EXTERIOR OLADDN's TO BE ATTACHED THROUGH & ATHMG To! STIIDS. NTERIOR SIDE: ONE LAYER 5/8' TME'X' GY$, WATER RESISTANT GYP&M SACKMG BOARD, OR GTPSJ9 VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO THICKNESS: VARIES STUDS WITH &D COATED NAILS, 1 115' LONG, OIDSB' SHAW( V4' W_4DS, l' �O,C, APPROX UEIGHT: T Paf (LOAD BEARNG) FIRE TEST: SEE 0/ 3510 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 S -n -651 12:12 PITCH - I' -6' SPAN (V.IF.) 2 x 6 RAFTERS ® 24' O.C. AS PER ENG'S CALLS. TYR ---------------------------------- HEIR HDRBL D iRUHDR T �i HDR 1L� =_Jj 11 - 11 1 1 II II 11 11 1 11 11' 1 I 1 1 I A 9 6 P ITCH 34'-0' SP AN ( .)II I MFR. COMMON BUSSES g 24 OL. I 11 AS PER MFG. SPECS. TYR 1 II 11 I! III I I I 1 I III L 1 F_ II i �' III li li r, 3 CAR GARAGE OPT.) r ----------- ? - L 1 1 1 q III 12:12 PITCH �-�- -I <� P V SPAN ' OL. 1 1 1 r HDR C. 2 x 6 RS a 24' O.G. AS PER' S CALLS. TYP. 1 / Ili 11 1 p �- - - - - _ L_____ 0, all 11 1 I 1 1 1 1 1 1 1 1 1 11 11 1 2 1 11 � W X T I ��� J 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1'1 u 11 11 I 2 x 6 ' 1OVER FRAMI 1 1 1 1 1 -_____________PITGH - I0' -0' SPAN (V,IF.) p 6:12 LN 6:12 4 L OMMON TRUSSES s 24' O.C. 1 1 1 11 11 / 1 AS PER MFG. SPECS. TYR 1 11 11 lll 11 \ / L-------------- -- - - -- �L ___ __----- - - - -�1 11 11 L 1 i1 c---- - - - - -- -- - r� `qL--------------- - - - - -- Hi 1r______ IH F_ 'li u RI<E 1 Q 1 1 11 1 L— L 1 L IV I Q 11 '1 11 11 11 U 'd °aw / \ - - - - -r 11 11 11 6:12 PITCH - I2' -0' SPAN (VJF. 1 li v 1 li 1 1 1 1 MFR COMMON TRUSSES e 24' .C. 1 1 6:12 PITCH - 12' -O' SPAN (V.IF.) 1 1 1 AS PER MFG. SPECS. TYP. 1 i 1 1 MFR COMMON TRUSSES 0 24' O.C. 1 1 1 1 1 1 1 1 ~ AS PER MFG. SPECS. TYP. 11 11 1 11 1 1 1 li li 1 � 1 1 11 11 1 - 11 11 i 1 11 a 11 J L _HDR HDR _�L____� 11 111 / GABLEIEND TRU561 II - ,( �, n T GABLE END TPo155 11 F_ GABLE END TRO HDR 3 CAR GARAGE OPT, `___�_ —_ -- HEIR - 1?�_ -- BEAM 6:12 PITCH - VARIED SPAN ATTACH W/ APPROVED 12- MFR MONO TRUSSES 0 24' O.C. POSITIVE POST TO BEAM CONN. 12 AS PER MFG. SPECS. TYP. PER EN'D'S CALLS. TYP. 2 CAR GARAGE - OPTION PROVIDE ATTIC SPACE VENT PER IRC: 1,504 S.F X 1/150 = 10.0 S.F. VENT REQ'D- 3 GAR GARAGE - OPTION PROVIDE ATTIC SPACE VENT PER IRC: 1,744 S.P X 1/150 = I1,62 S.F. VENT REQ1D. ROOF FRAMING PLAN - OPTION $1 ©2010 NORTHWEST HOME DESIGNING, INC. SCALE : 1/411= 1' -011 r` 0 0 0 I Ob ■ 00 V Ln ZM N ILL xO M DoO LO E WLO C: � N W 0) o o) 2 O Q Z ~0 O WY Q U) 1— OW I.1J Z� 1- O 0 N 0) d' BY 2565 J 6 �ZI KNEE BRACE 12 6� BUILT UP d TAPPERED 6 x 6 POST W/ MASONRY VENEER CAP 4 BASE TRIFI TYP. PROVIDE STEPS DN. TO GRADE RIGHT SIDE AT I ON - ION #1 © 2010 NORTHWEST HOME DESIGNING, INC. SCALE : 1/4 "= I'-O'l 1-m 5iLO�t ,_..,._ KNEE TO EXTEND TO FASCIA LINE ice- FASCIA LINE 2X6 1111 \ . A Fol ti 0 m 0 ■ 0000 V Lo Z "' N Z Z° M NT CO u*) U WCY) c: 0 �a W� `t o � 2 0 <o = z col o Ww J oW W ZY) 0 r N NT 2565 7 �I ARCHITECTURAL COMPOSITION ROOFING CONT. METAL GUTTER ON 5/4 x 8 FASCIA BD. TYP. 5/4x4 CORNER BD. TYP. 5/4 x 10 BAND BD, TYP. 12 7�12 1 x 2 BATTENS a IS' O.C. ON EM. PANEL SIDING PROVIDE STEPS DN. TO GRADE 1-m 5iLO�t ,_..,._ KNEE TO EXTEND TO FASCIA LINE ice- FASCIA LINE 2X6 1111 \ . A Fol ti 0 m 0 ■ 0000 V Lo Z "' N Z Z° M NT CO u*) U WCY) c: 0 �a W� `t o � 2 0 <o = z col o Ww J oW W ZY) 0 r N NT 2565 7 �I R30: LIGHTIN INTERIOR A WALL 51 TO CONTROL THE LIGHTING OUTLET CO WHEf.'E TILE 5TAIRUAY HAS 51X OR I MORE RSERS. 1 2x TREADS 12:12 PITCH - I' -6' SPAN (V.IF.) 2 x 6 RAPIERS 6 24' O.C. AS PER ENG'S CALCS. TYP. Roof 83036 ALL INTERIOR AND EXTERIOR 5TAIRUJAY5 SHALLL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIIRS, INCLUDING THE LANDINKaS AND TREADS TO IE LEVEL LENT THAN I FOOT- CANDLED LUX) MEASUIgD AT THE E CENTER OF THE TREADS AND LANDING6. CONT. H4NDRALL 34' -36' ABOVE TREAD NOSMG ON STAIRS WITH 4 OR MORE RIb .. GABLE END TRUSS h Trusses _.------------------- - - - - -- -- HDR HER HDR II 01 Ir Roof 02 Rafters o8 . 01 09 W21 10 um 16 • 09 l 61 off 17 =_ - • 18 - --------- - - - -TI . 19 II 4 20I I II' I I I 8 1 ------- (3 (3 AR GARAGE O d I I I HOR I li II I IIII � RIDGE I I I I D l IlI i I I I I Ili L L I I I I I I 6:12 PITCH - 10' -0' SPAN (V.IF.) i L r, L--------------------- A5 PEER MFG. SPECS. �.--- .....- _ ----- - --- - -- I 4 II �I I III i ,�� GE II li I L - - - - -, I II I - _@ I I IL r L/ \ ! nZ� \ { L OVER FRAMING ii r� \ I JPY ! IIi II li III I I v� � F} II I I �u w I I (L III Ili GIRDER / L____ HDR HDR ` HD_R HD_R _____�I _ - - - -- __ GABLE END 181)55 ', i GABLE END�TRU55 HDR p' ( 3 CAR GARAGE OPT-) - -- HDR I, BM IF 12 6:12 PITCH - 12' -O' SPAN (V IF) =VARIED MFR COMMON TRUSSES e 24' O.G. 6:12 PITCH SPAN ° AS PER MFG. SPECS. TYP. MFR MONO TRUSSES ®24' O.C. AS PER MFG. SPECS. 7YP. AITACH W/ APPROVED 12 P051TIVE POST TO BEAM CONN. PER ENG'5 CALCS. TYP. PROVIDE ATTIC SPACE VENT PER IRC: 1,144 5F X 1/150 = 11.62 S.F. VENT REQ'D, INCA .AN - OPTION #2 © 2(010 NORTHWEST HOME DESIGNING, INC. SCALE : 114"= 1' RISERS R31LIB TREK SHALL BE A FLOOR OR LANDW. AT PER PLAN THE TOP AND F OF EACH STAIRUAY. MIN 36' IN THE DIRECTION OF TRAVEL. 2.12 CARRIAGE SURFACE ELOLU S TAIR AIR USEABLE SPACE N`*f� S W1 W/ 5/8' TYPE 'X' GIUB. T- 2x TOE PLATE R311.T.1 STAIR94YS SHALL NOT BE LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE WOMWD HEADROOM HEIGHT. STAIR CONSTRUCTION DETAIL NT& ( SIMILAR) INSULATE WATER LINES R -3 FOR COLD 4 R -4 FOR HOT. WI 503.11 EXPANSION TANK REa. W/ CLOSED PLUMBING SYSTEM. - SHUT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAX 24' IN LENGTH T/P VALVE DRAIN LINE TO RUN TO Y EXTERIOR POINTING DOWN 6' MIN. 4-1 TO 24' MAX. FROM GROUND. II II Y4' X 22 GAUGE SEISMIC STRAP IN THE UPPER AND LOWER THIRDS. W/ MIN. Y4 X 2 LAG SCREW a WASHER II II II II 1 2 X 4 LEDGER ATTACHED TO STUDS BY Y4 X 4 LAG SCREWS W/ WASHER (TYP.) I FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR I RAISE PILOT LIGHT IS' I ABOVE FIN. FLR JL— — — — — — — — - -ll -- WATER HEATER SUPPORT (WI 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 now 12:12 PITCH I' -O' SPAN (V.IF.) 2 x 6 RAFTERS 6 24' O.C. AS PER ENG'S CALCS. TYP. 6:12 PITCH - 12' -O' SPAN (V.IF.) MFR COMMON TRUSSES ® 24' O.C. AS PER MFG. SPECS. TYP. 6:12 PITCH - 12' -0' SPAN (V.IF.) MFR COMMON TRUSSES s 24' O.C. AS PER MFG. SPECS. TYP. FRONT ELEVATION - OPTION #2 © 2010 NORTHWEST HOME DESIGNING, INC. SCALE : 3/16"= I' -011 RS. EXT. PANEL SIDING w/ I x 2 BATTS 9 16' QC. I x 2 TRIM BD. ON 5/4 x 8 BARGE BD. 5/4 x 10 BAND _ SIDING AIZ LAP SIDING O CD 00 1 ■ 00 LO Z"' LO w� Z Z° M CD 1 op E W U-) U W �� � W � `t o �rn� 0<_ Q Z �w O U) O W W Q U) 12w Ow ZU) 1` rn 0 Iql- N NT BY 2565 J 8 83036 ALL INTERIOR AND EXTERIOR 5TAIRUJAY5 SHALLL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIIRS, INCLUDING THE LANDINKaS AND TREADS TO IE LEVEL LENT THAN I FOOT- CANDLED LUX) MEASUIgD AT THE E CENTER OF THE TREADS AND LANDING6. CONT. H4NDRALL 34' -36' ABOVE TREAD NOSMG ON STAIRS WITH 4 OR MORE RIb .. RISERS R31LIB TREK SHALL BE A FLOOR OR LANDW. AT PER PLAN THE TOP AND F OF EACH STAIRUAY. MIN 36' IN THE DIRECTION OF TRAVEL. 2.12 CARRIAGE SURFACE ELOLU S TAIR AIR USEABLE SPACE N`*f� S W1 W/ 5/8' TYPE 'X' GIUB. T- 2x TOE PLATE R311.T.1 STAIR94YS SHALL NOT BE LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE WOMWD HEADROOM HEIGHT. STAIR CONSTRUCTION DETAIL NT& ( SIMILAR) INSULATE WATER LINES R -3 FOR COLD 4 R -4 FOR HOT. WI 503.11 EXPANSION TANK REa. W/ CLOSED PLUMBING SYSTEM. - SHUT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAX 24' IN LENGTH T/P VALVE DRAIN LINE TO RUN TO Y EXTERIOR POINTING DOWN 6' MIN. 4-1 TO 24' MAX. FROM GROUND. II II Y4' X 22 GAUGE SEISMIC STRAP IN THE UPPER AND LOWER THIRDS. W/ MIN. Y4 X 2 LAG SCREW a WASHER II II II II 1 2 X 4 LEDGER ATTACHED TO STUDS BY Y4 X 4 LAG SCREWS W/ WASHER (TYP.) I FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR I RAISE PILOT LIGHT IS' I ABOVE FIN. FLR JL— — — — — — — — - -ll -- WATER HEATER SUPPORT (WI 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 now 12:12 PITCH I' -O' SPAN (V.IF.) 2 x 6 RAFTERS 6 24' O.C. AS PER ENG'S CALCS. TYP. 6:12 PITCH - 12' -O' SPAN (V.IF.) MFR COMMON TRUSSES ® 24' O.C. AS PER MFG. SPECS. TYP. 6:12 PITCH - 12' -0' SPAN (V.IF.) MFR COMMON TRUSSES s 24' O.C. AS PER MFG. SPECS. TYP. FRONT ELEVATION - OPTION #2 © 2010 NORTHWEST HOME DESIGNING, INC. SCALE : 3/16"= I' -011 RS. EXT. PANEL SIDING w/ I x 2 BATTS 9 16' QC. I x 2 TRIM BD. ON 5/4 x 8 BARGE BD. 5/4 x 10 BAND _ SIDING AIZ LAP SIDING O CD 00 1 ■ 00 LO Z"' LO w� Z Z° M CD 1 op E W U-) U W �� � W � `t o �rn� 0<_ Q Z �w O U) O W W Q U) 12w Ow ZU) 1` rn 0 Iql- N NT BY 2565 J 8