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2020.0291.BP0023 architectural plans
NORTH E5T BIOME DE51GNING, INC. CONFRUCT I oN DOCUMENT L I CENSE 1, GRANT OF LICEN5E: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE, WHICH IS PART OF THE PRICE YOU PAID FOR TP15 PRODUCT, NORTPWE&T HOME DESIGNING, INC., AS LICENSOR, GRANTS YOU, THE LICEN&EE, A NONEXCLU&IVE RIGHT OF USE FOR THE PURPOSE OF CONSTRUCTING ONE STRUCTURE FROM THESE DOCUMENTS. NPD RESERVES ALL RIGPTS NOT EXPRESSLY GRANTED TO THE LICENSEE. 2. OWNER&PIP OF TECHNICAL DRAWINGS: NPD RETAINS THE TITLE 11 USC RIGPT5 AND OWNERSHIP OF TPE&E CONSTRUCTION DOCUMENTS AND ALL SUBSEQUENT COPIE5 OF THE "WORK", REGARDLESS OF THE FORM OF THE ORIGINAL AND/OR OTHER COPIES. TP15 15 NOT A SALE OF ORIGINAL DOCUMENT5 WPATSOEVER. 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 15 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 TRAN5F€BRED TO ANYONE ELSE WITHOUT THE PRIOR WRITTEN CONSENT OF NORTPWE5T HOME DESIGNING, INC.. IN NO EVENT MAY YOU TRANSFER, ASSIGN, RENT, LEASE SELL, OR OTPERWI5E DISPOSE OF TPE&E CONSTRUCTION DOCUMENTS. 5. MI&CELLANEOU&: TH15 AGREEMENT 15 GOVERNED BY THE LAWS OF THE STATE OF WASHINGTON. NEITHER NHD NOR ANYONE ELSE WHO 15 INVOLVED IN THE CREATION, PRODUCTION, OR DELIVERY OF TH15 PRODUCT SHALL BE LIABLE FOR ANY DIRECT OR INDIRECT CONSEQUENTIAL, OR INCIDENTAL DAMAGES. VIOLATION OF THE TERMS OF THI& AGREEMENT ARE SUBJECT TO A MINIMUM FIFTY THOUSAND ($50,000.00) DOLLAR PENALTY. SHOULD YOU HAVE ANY QUESTIONS CONCERNING TH15 AGREEMENT, OR IF YOU DESIRE TO CONTACT NHD FOR ANY REASON, PLEASE WRITE US AT: NHD MARKETING DIVISION: P.O. BOX 88103., 5TEILACOOM, WA 98388 OR CALL (253) 584-6309. IMPORTANT NOTICE: THE PLAN YOU ARE RECEIVING 15 DESIGNED TO BE SOLD THROUGHOUT MANY JURI5DICTION5 AND BUILDING CODES WHIGH ARI= FOUND IN THE UNITED STATES. A5 THESE JURISDICTIONS AND REQUIREMENTS MAY VARY, THESE PLANS WERE DESIGNED TO THE 2015 NTEMATIONAL RESIMT[AL CODE AND RELATED NATIONAL ORDINANCES ONLY, AND MAY NOT COMPLY WITH SPECIFIC JURISDICTIONAL CODES AND SPECIFICATIONS± THEY WILL BE SUBJECT TO CHANGE AND VARYING INTERPRETATIONS. THE PURCHA5ER MUST ENSURE THAT THE PLANS COMPLY WITH ALL LOCAL, A5 WELL A5 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 HIS OR HER LICENSEE STAMP) WHICH WILL BE SUBMITTED (WHERE REQUIRED) WITH THESE DRAWINGS AND 5PECIFICATION5 TO THE LOCAL BUILDING OFFICIALS. FAILURE TO DO TH15 RENDER5 THESE DOCUMENTS LEGALLY INVALID AND ABSOLVES NHD OF ANY LIABILITY (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE DAMAGES. APPROVED PLANS: IRC 106.3.1 APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE BUILDING OFFICIAL 155UE5 A PERMIT, THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY A STAMP WPICH 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 HI5 OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: 8319.1 ADDRESS IDENTIFICATION. BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICA= TION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT 15 VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFI- CATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER5 SHALL BE ARABIC NUMBERS OR ALPHABETICAL LET- TER&. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LE55 THAN 4 INCHES (102 MM) IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.1 MM). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRE55 IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOGATION5 TO FACILITATE EMERGENCY RE5PON5E. 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 IDEM- TIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. GROUNDED OUTLETS: ALL RECEPTACLE& SPALL BE GROUNDED TYPE. RECEPTACLE5 LOCATED IN KITCHEN5 AND 5ATH5 SPALL BE INSTALLED ABOVE THE WORK TOP . OTHER RECEPTACLES SPALL BE INSTALLED AT 12" VERTICALLY ABOVE THE FLOOR, UNLESS SHOWN OTPERWI&E ON THE DRAWINGS. WALL SWITCHES: WALL 5WITCHE5 SHALL BE INSTALLED 42" ABOVE THE FLOOR, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, M13O5.1 APPLIANCE 4CCE55 FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SMALL BE ACCESSIBLE FOR IN5PEC= TION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PER- MANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ER- VICED, REPAIRED OR REPLACED -4 LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE (162 MM BY 162 MM) SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. APPLIANCES LOCATED IN GARAGE: M13013 ELEVATION OF IGNITION 5OURGE. APPLIANCE& HAVING AN IGNITION SOURCE SPALL BE ELEVATED &UCP THAT THE SOURCE OF IGNITION 15 NOT LE55 THAN 18 INCPE5 (451 MM) ABOVE THE FLOOR IN GARAGES. FOR TPE PURPOSE OF TP15 SECTION, ROOMS OR SPACES TPAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS &HALL BE CONSIDERED TO BE PART OF THE GARAGE. M1301.3.1 PROTECTION FROM IMPACT. APPLIANCES SPALL NOT BE INSTALLED IN A LOCATION 5U5JECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTPES DRYERS: M1502.3 DUCT TERMINATION. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING, EXHAUST 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. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER 5CREEN5 SMALL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502.4.4.1 THE MAXIMUM LENGTH OF THE EXPAU5T DUCT SPALL BE 35 FEET (1620 MM)FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. DUCT LENGTH MUST BE REDUCED BY 2'-6" FOR 45° BEND & 5FT FOR 90° BEND FORA 4" EXHAUST PIPE. RANGE HOOD: M1505.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS &PALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNE&& OF 0.0151 -INCH (0.3950 MM) (Na 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 BETWEEN THE COOKING SURFACE AND THE COMBUSTIBLE MATERIAL OR CABINET. THE HOOD SHALL BE AT LEAST AS WIDE A5 THE BROILER UNIT, EXTEND OVER THE ENTIRE UNIT, DI5CHARG€ TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL INF ILTRATION/EXFILTRATION 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. EXPAU5T OPENINGS: M1506.3 EXPAU&T OPENINGS. AIR EXPAU5T OPENINGS 5HALL TER- MINATE NOT LESS THAN 3 FEET (914 MM) FROM PROPERTY LINE5+- 3 FEET (914 MM) FROM OPERABLE AND NONOPERABLE OPENINGS INTO THE BUILDING AND 10 FEET (3048 MM) FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FEET (914 MM) ABOVE THE AIR INTAKE. OPENINGS &HALL COMPLY WITH SECTIONS 8303.5.2 AND 8303.6. 11. SMALL DWELLING UNIT:........_._......._.. 1.5 CREDITS DWELLING UNITS LESS THAN 1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LE55 THAN 300 SQUARE FEET OF FENESTRATION ARI=A. ADDITIONS TO EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA BUT LESS THAN 1500 5 QUARE FEET. 2. MEDIUM DWELLING UNIT: ----- ...... . 3.5 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1 OR 1*3. EXCEPTION: DWELLING UNITS 5€RUING R-2 OCCUPANCIE5 SPALL REQUIRE 2.5 CREDITS. 3. LARGE DWELLING UNIT: --------------- 4.5 CREDITS DWELLING UNITS EXCEEDING 5000 SQUARE FEET OF CONDITIONED FLOOR AREA. EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIE5 SHALL REQUIRE 2.5 CREDITS. 3C HIGH EFFICIENCY HVAC EQUIPMENT3C: 2.0 CL05ED-LOOP GROUND &OURCE HEAT PUMP+- WITH A MINIMUM GOP OF 3.3 OR OPEN LOOP WATER SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 50 FEET AND MINIMUM COP OF 3.6 TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 3D 4. ADDITIONS LE55 THAN 500 SQUARE FEET:. 0.5 GREDIT5 THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SPALL IDENTIFY 4 WHICH OPTIONS PAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF WPETPER SEPARATE MECHANICAL, PLUMBING, ELECTRICAL, OR OTPER PERMITS ARE UTILIZED FOR THE PROJECT. m EFFICIENT BUILDING ENVELOPE IA: PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS: FENESTRATION U 0.25 FLOOR 3� °, LA O1 GRADE R-10 PERIMETER AND UNDER ENTIRE 5LA5 ELOiuIG-GB4.tP E SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5%, 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3045 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS DROP GEILIN�xS AND COVE CEILINGS 3. IN CONCEALED SPACES 5ETWE5%h.5T R STRINGERS. AT. THE TOP AN ...BOT` -0M .:OF T A 41 Y I THE RUN. ENCLOSI=D SP CI=S UND1=R T RAZ SPALL C"IP KITH SI=CT ON X02 � 4. AT OPENINGS AROUND VENT5, PIPE, DU T6 CABLES U IRE 5. BASEMENT WALL R-21 INT PLUS R-5 Cl SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE 5LA5 BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE 5A5ED ON SECTION 8402.1.4: REDUCE THE TOTAL UA BY 15%. AT CEILING AND FLOOR LEVEL, WITH AN. I'�AT21AL TO RE&15T SPEE..:° 10 EFFICIENT BUILDING ENVELOPE IC. PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS PRESCRIPTIVE COMPLIANCE 15 5A5ED ON TABLE 8402.1.1 WITH THE FOLLOWING ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. MODIFICATIONS: 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION 81003.19. FENESTRATION U .= 0.22 6. FIR€BLOCKING OF CORNICE5 OF A TWO-FAMILY DWELLING 15 REQUIRED AT THE LINE CEILING AND SINGLE -RAFTER OR JOIST -VAULTED R-49 ADVANCED OF DWELLING UNIT SEPARATION. WOOD FRAME WALL R-21 INT PLUS R-12 CI FLOOR R-38 BASEMENT WALL R-21 INT PLUS R-12 Cl 5LA5 ON GRADE R-10 PERIMETER AND UNDER ENTIRE 5LA5 BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL UA BY 3051o. 0 HIGH EFFICIENCY HVAC EQUIPMENT 3D: 1.0 DUCTLESS SPLIT SYSTEM PEAT PUMPS, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING 5Y5TEM 15 ZONAL ELECTRIC HEATING, A DUCTLE&& HEAT PUMP 5Y5TEM SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: 1.0 ALL HEATING AND COOLING 5Y5TEM COMPONENTS INSTALLED INSIDE THE CONDITIONED SPACE, TH15 INCLUDES ALL EQUIPMENT AND DISTRIBUTION 5Y5TEM COMPONENTS SUCH AS FORCED AIR DUCTS, HYDRONIC PIPING, HYDRONIC FLOOR HEATING LOOP, CONVECTORS AND RADIATORS. ALL COMBUSTION EQUIPMENT SHALL BE DIRECT VENT OR SEALED COMBUSTION. FOR FORCED AIR DUCTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED &PACE. ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCT5 ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED U&ING A PLASTIC STRAPPING TENSIONING TOOL. DUCT5 LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED TO A MINIMUM OF R -S. LOCATING 5Y5TEM COMPONENTS IN CONDITIONED CRAWL SPACES 15 NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LE55 THAN 80% 15 NOT PERMITTED UNDER TH15 OPTION. TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE DUCTWORK. 5A EFFICIENT WATER HEATING 5A: 0.5 ALL &POWERPEAD AND KITCHEN 51NK FAUCETS INSTALLED IN THE HOUSE SPALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SPALL BE RATED AT 1.0 GPM OR LESS. TO QUALIFY TO CLAIM TP15 CREDIT, THE BUILDING PERMIT DRAWINGS SPALL SPECIFY TPE OPTION BEING SELECTED AND SPALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL 5POWE8PEAD5, KITCHEN 51NK FAUCET&, AND OTPER LAVATORY FAUCETS. 58 EFFICIENT WATER HEATING 55: 1.0 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER NEATER WITH A MINIMUM EF OF 0.14 OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENT5 OF OPTION 3C. OR FOR R-2 OCCUPANCY, A CENTRAL HEAT PUMP WATER HEATER WITH AN EF GREATER THAN 2.0 THAT WOULD SUPPLY DPW TO ALL THE UNITS THROUGH A CENTRAL WATER LOOP INSULATED WITH R -S MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. AIR CHANGES PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS A5 DETERMINED PY SECTION M15013 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WII H A HIrH EF ICIENGY FAN ..... (MAXIMUM 035 WATTS/CFM), NOT INTERLOCKED WITH THE F lBNAC E 1= N VEN ILA I I SYSTEMS USING A FURNACE INCLUDING AN EGM MOTOR ARE ALLOWED PROVIDEi THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN IENT:ILATION...ONL....I"fODE TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SPALL SPI GIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE OPTION BEING &ELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM. THE PTIOI EIN SELECTED ANDS SPALL SPEO1'i TPE ATERIEATEB EQUIPMENT TYPE AN fi11N1 Ui�'If ICI ..N : 1=0 S A T HATING SYSTEMS, )I'IE > EI PMNE fi>R: OL # EIS, E E , AI LEAKAGE NT AN FFI INT A f I T CU ION T :: INI UM GY VIN 25 R LE K GE CO ROL D E G E NT L ON 2I 0.. HE OAL LA + > ENE A CSS ...... ......... COMPLIANCE BASED ON SECTION R40251.1,2: REDU ..T+ T TEP SIR L .. 0 2.0 .... AIR CHANGES PER HOUR MAXIMUM .. ....I 5D .... E1ICNT....IATEB IIIEAING 517: 0.5 AND ALL WHOLE POU5E VENTILATION REQUIREMENT5 AS DETERMINED BY SECTION M15013 OF THE INTERNATIONAL RESIDENTIAL CODE SPALL BE MET WITH A PEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE PEAT RECOVERY EFFICIENCIOF 0.10. TO QUALIFY TO CLAIM TP15 CREDIT, THE BUILDING PERMIT DRAWINGS SPALI . GIF' THE OPTION BEING SELECTED AND SPALL SPECIFY THE MAXIMUM TESTED BU1®INS .�.I:R .. ...... LEAKAGE AND SPALL SNOW THE PEAT RECOVERY VENTILATION SYSTEM. 2C AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2C: 1.5 COMPLIANCE BASED ON SECTION 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR CHANGES PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENT5 AS DETERMINED BY SECTION M15013 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.85. TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL &NOW THE HEAT RECOVERY VENTILATION SYSTEM. 34 HIGH EFFICIENCY HVAC EQUIPMENT 34: 1.0 GAS, PROPANE OR OIL=FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR GAS, PROPANE OR OILED FIRE BOILER WITH MINIMUM AFUE OF 92% TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWING5 SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 35 HIGH EFFICIENCY HVAC EQUIPMENT 35 AIR -SOURCE PEAT PUMP WITP 1.0 MINIMUM P5PF OF 5.5 TO QUALIFY TO CLAIM TP15 CREDIT, THE BUILDING PERMIT DRAWINGS SPALL SPECIFY THE OPTION BEING SELECTED AND SPALL SPECIFY THE HEATING EQUIPMENT TYPE AND TPE MINIMUM EQUIPMENT EFFICIENCY, A DRAIN WATER HEAT RECOVERY UNIT(5) SHALL BE INSTALLED, WHICH CAPTURES WASTE WATER FEAT FROM ALL THE &HOWER&, AND HA& A MINIMUM EFFICIENCY OF 40% IF INSTALLED FOR EQUAL FLOW ORA MINIMUM EFFICIENCY OF 52% IF INSTALLED FOR UNEQUAL FLOW SUCH VATS.. HALL BE RATED IN ACCORDANCE CSA 855.1 AND BE 50 �BELEDHIR T+ QUALIFYO..CLi TI15 CREDIT, THE BUILDING PERMIT DRAWINGS SPALL INCLUDE A PLUMBING DIABAMN.TPAT SPECIFIED THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMBING LA'OUT NEEDED TCS' INSTALL IT AND LABELS OR OTHER DOCUMENTATION SHALL BE PROVIDED THAT DEMON&TRATE& THAT THE UNIT COMPLIE& WITH THE STANDARD, 6 RENEWABLE ELECTRIC ENERGY: 0.5 FOR EACH 1200 KWH OF ELECTRICAL GENERATION PROVIDED ANNUALLY BY ON-51TE WIND OR SOLAR EQUIPMENT A 0.5 CREDIT SMALL BE ALLOWED, UP TO 3 CREDITS, GENERATION SHALL BE CALCULATED A5 FOLLOWS: FOR 50LAR ELECTRIC SYSTEMS, THE DESIGN SPALL BE DEMONSTRATED TO MEET TP15 REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR PVWATTS. DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS. FOR WIND GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GENERATION 5A5ED ON THE FOLLOWING FACTORS: THE WIND TURBINE POWER CURVE:, AVERAGE ANNUAL WIND SPEED AT THE SITE: FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE SITE AND HEIGHT OF THE TOWER. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SMALL SLOW THE PHOTOVOLTAIC OR WIND TURBINE EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCESS, AND INCLUDE A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. O ■M Z 00 - Ln Lo Z CN z� co 00 W� O LLI� zo 0c) J W y Cn LLI cy) 3C) 00 00 �o Om Z b a r0 i6l, E 0 Z 0 Z Z CHECKED DRAWN BY DESIGN C-1 SHEET NUMBER 1 1 1 OF 1 1 2al�ott �L4t�Z, 4- 1P act � I�'I il-I ................... .., t t t1 re oil 1 (2)## 4 BARS CONT. IN FTG. @ DOOR OPEN -G. EDGE OF SLAB -' I A 7 BUILDING L SECTION an A 2 C51 _C'_> It FOUNDATION PLAN Scale : 1/4" = 1'-0" COPYRIGHT © 2011 Northwest Home Designing, Inc. g I11 -C, e5 1--,4-11_W V-• 2x STUDS -9 16" O.C. P.T. SILL PLATE E ANCHOR BOLTS PER ENG. FIN. GRADE TO SLOPE AWAY FROM BLDG. ----\ G 4 TISK %014 —a 4" CONC. SLAB ON 6 MIL VISQUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE R-10 RIGID PERIMETER SLAB INSULATION EXTEND OUT 24" Ell REINF. BARS PER ENG'G CALCS NOTE: VERIFY ANCHOR BOLT SIZE E SPACING AND REBAR SIZE 4 FE R ENG' . SPACING WITH ENGINEER CALC'5. SLAB ON GRADE DETAIL� EXT. FIN. PER ELEV. 15= FELT 1/2" SHEATHING FTG DRAIN IN ' WASHED ROCK FILL (TYP-) 5C,4LE: 1/21' _ 11=0I 2x STUDS 16" O.C. 2x P.T. BASE PLATE 4" CONC. SLAB ON 6 MIL V15QUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE NOTE: VERIFY ANCHOR BOLT SIZE 4 SPACING AND REBAR « 51ZE 4 SPACING WITH ENGINEER CALCS. RE INF. BAR5 PER ENG'G CALCS raid SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO-TECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE 8401.4.1 SMALL BE USED. SLOPE: IRC 8403-15 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% 5LOPE). ER05ION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK VERIFY METHOD WITH LOCAL JURISDICTION. DRAINAGE: 84013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET. FOUNDATION WALL SIZE: 8404.1.52 CONCRETE WALL THICKNESS. THE THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. FOUNDATION ANCHOR BOLTS: R403.Ib FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2 -INCH - DIAMETER (12.1 MM) ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1829 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAP5 SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 1 INCHES (118 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUN- DATION THAT ARE NOT PART OF A BRACED WALL PANEL SHALL BE POS- ITIVELY ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS 8311 AND 8318. GIRDERS ENTERING MA50NRY OR CONCRETE WALLS: IRC 8311.1(4) ENDS OF WOOD GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A 1/2" AIRSPACE ON TOPS, SIDES AND ENDS UNLESS NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD IS USED. FOUNDATION: CHIMNEYS: 81003.2 FOOTINGS FOR MASONRY CHIMNEYS SHALL BE CONSTRUCTED OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES (305 MM) THICK AND SHALL EXTEND AT LEAST 6 INCHES (152 MM) BEYOND THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL SIDES. FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTH. IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. CONCRETE STRENGTH: IRC 84022 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE 84022. CONCRETE SUBJECT TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR S-5HEET5. FILL: FILL UNDER GROUND -SUPPORTED SLABS SHR403.1.1 8406.1 ALL BE A MINIMUM OF 4" COMPACTED SAND OR GRAVEL. SEISMIC REINFORCING: 8403.13 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN SEISMIC DE51GN CATEGORIES DO, DI AND D2, AS ESTABLISHED IN TABLE R30121U, SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) CLEAR FROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES DO, DI AND D2 WHERE A CONSTRUCTION JOINT 15 CREATED BETWEEN A CONCRETE FOOTING AND A STEM WALL, A MINIMUM OF ONE NO.4 BAR SHALL 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 STANDARD HOOK AND EXTEND A MINIMUM OF 14 INCHES (351 MM) INTO THE STEM WALL. 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 CONFORM WITH FR05T AND SEISMIC CONDITIONS. 8403.1.4.1 - R403.1.42 FOUNDATION FOOTING SIZE: 8403.1.1 MINIMUM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES R403.I1 U THROUGH 8403.1(3) AND FIGURE 8403.10) OR R403.13, AS APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE LOAD-BEARING VALUE OF THE SOIL IN ACCOR- DANCE WITH TABLE 8401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LE55 THAN 2 INCHES (51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING. FOOTING THICKNESS AND PROJECTION FOR FIREPLACES SHALL BE IN ACCORDANCE WITH SECTION RIOOI2. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401-4.1. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET FORTH IN SECTION R403.2, AND FIGURES R403.1(2) AND R403.1(3). FOUNDATION WALL DAMP -PROOFING: 8406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. EXCEPT WHERE REQUIRED BY SECTION 84062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LE55 THAN 3/6 INCH (9.5 MM) PORTLAND CEMENT PARG- ING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD 0.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE -EIGHTH -INCH (32 MM) COAT OF SURFACE -BONDING CEMENT COMPLYING WITH A5TM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 8406.2. 5. OTHER APPROVED METHODS OR MATERIALS. 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 O ■M z 00 VLf') Z CN o 00 M v yCY) c W�a O � LLI0z: �Oo OQz J �W 1A U) LLI e,) 3C:) 00 00 �o Om Z b 0 - CHECKED CHECKED DRAWN BY NHD DESIGN RM 2407-H SHEET NUMBER k14OF7 �o z FIRST FLOOR PLAN Scale : 1/4" = T -O" COPYRIGHT © 2011 Northwest Home Designing, Inc. 2x STUDS a 16" O.G. P.T. SILL PLATE 8 ANCHOR BOLTS PER ENG, 4" COMPACT CRUSHED ROCK BASE 11 RE INF. BARS PER ENG'G CALC5 PEP, ENG'G. 4" CONC. 5LA5 ON 6 MIL V15QUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE PERIMETER SLAB INSULATION PER CODE NOTE: VERIFY ANCHOR BOLT SIZE S SPACING AND REBAR SIZE S SPACING WITH ENGINEER CALC'5. SLAB ON GRADE DETAILS ... .......... ........... ... ... . .. .. ... . .. ... ..... ...... ..... LANDING AT 50TrOM 0 SAA W/ 36'l MIN FSR � i��115 4 i=X15'...E RM...AD TCS: T...1= .::: `' tv-1 (P po!�_T FLOOR AREA FIRST FLOOR ___ 532 S -F. x 2 = 1,064 S -F. SECOND FLOOR .._ 720 S -F. x 2 = 1,440 S.F. TOTAL _-- 1,2 52 S_F. x 2 = 2,504 S.F. GARAGE ... 220 S_F_ x 2 = 440 S.F_ GLASS AREA ...225.4S.F_ = 9.0% GL/FL PORCH/PATIO ... 248 S.F. RECIRCULATION OF AIR M1501.2 EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAU5ED DIRECTLY TO THE OUTDOORS_ EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS INSIDE THE BUILDING. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. MI5013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M15013.1 THROUGH MI50133. SYSTEM DESIGN M150131 THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FANS, OR A COMBINATION OF SUCH, AND 4550CIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN 51DE OF AN AIR HANDLER SHALL BE CONSIDERED TO PROVIDE SUPPLY VENTILATION_ SYSTEM CONTROLS. M15013.2 THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. MECHANICAL VENTILATION RATE. MI50133 THE WHOLE-HOU5E MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE MI50133()_ DUCT WORK: SEALING: ALL DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCT5 SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE OR THE INTERNATIONAL MECHANICAL CODE. DUCT TIGHTNESS TESTING SHALL BE CONDUCTED TO VERIFY THAT THE DUCTS ARE SEALED. A 51GNED AFFIDAVIT DOCUMENTING THE TEST RE5ULT5 SHALL BE PROVIDED TO THE JURISDICTION HAVING AUTHORITY BY THE TESTING AGENT_ WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. EGRESS DOOR: R31U AT LEA5T ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT_ THE EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (813MM) WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN' 0 DEGREES (1.51 RAD). THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 18 INCHES (1381 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE 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 OR EFFORT. 83113 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. THE 5LOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). GARAGE/DWELLING DOOR: 8302.5.1 OPENING PROTECTION, OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/a INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE_ 8308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDI- VIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOCK SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I. WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CL05ED POSITION. 2. WHERE THE GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR 8302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R3025_ ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 8102.3.5, THE WALL 5EPARATION PROVISIONS OF TABLE 8302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TA5LE R302.(o DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTIC5: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE 50E FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LE55 THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT 5TRUCTURE(5) SUPPORTING FLOOR/CEILING A55EMBLIE5 U5ED FOR SEPARATION REQUIRED BY 7`H15 SECTION: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LE55 THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THI5 AREA IECC-8404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LE55 THAN 15 PERCENT OF THE LAMP5 IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE MGH -EFFICACY LAMP5 OR NOT LE55 THAN 15 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS - UPC 608.2 FOR WATER PRE55URE HIGHER THAN 80 P51 AN APPROVED PRE55JRE REDUCING VALVE (PRV) SHALL BE INSTALLED. 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 O ■M z 00 Lo Z CN 00 ago M V ycy) c W�� O � W0= �Oo =aZ J LLJ U) LLI cyi 3C:) 00 00 �o Om Z b a CHECKED DRAWN BY NHD DESIGN RM 2407-H SHEET NUMBERI 1 2 OF 7 1 VENTILATION REQUIREMENTS "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM.25 WS 110 CFM 65a .1 WS 2S "PANASONIC" FV-08VK3 80CFM A SONES 79 CFM 0.25 WS 80 CFM 5.1 WS NOTES: 1. USE PANASONIC FV-11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. USE PANASONIC FV-08VK3 (50 CFM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. 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 O ■M z 00 Lo Z CN 00 ago M V ycy) c W�� O � W0= �Oo =aZ J LLJ U) LLI cyi 3C:) 00 00 �o Om Z b a CHECKED DRAWN BY NHD DESIGN RM 2407-H SHEET NUMBERI 1 2 OF 7 1 SECOND FLOOR FRAMING PLAN Scale : 114" = T-0" COPYRIGHT o 2011 Northwest Home Designing, Inc. ARCH'L. GRADE COMP. SHINGLES 15" ASPHALT FELT APPROVED HURRICANE TIE AS PER ENG'G CALCS. 5CRN'D VENT BLK'G 1/2" NOM. SHEATHING 4" GUTTER OVER 5/4 x,5" FASCIA TYPICAL WALL CONSTRUCTION PRE- MANUF TRUSSES 9 24" O.C. INSULATION BAFFLES TO MAINTAIN MIN. I" AIR SPACE ABOVE INSULATION- EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R-49 INSULATION INSULATION PER CODE WHEN U51NG 4 x HEADER IN 2 x 6 WALL FILL VOID x/8-10 RIGID IN5UL. 5D. WHEN TRUSSED of t I II -D GAHT DBL. TRUSSES W/ 1/211 O.S.B. BETWEEN & 5/Sl' TYPE 'X' GWB. BOTH SIDES OF WALL ASSEMBLY. CLASS 11011 ROOFING MATERIAL REQ'D SHT'G, MUST BE FIRE RESISTANT WITHIN 4'-011 OF FIRE SEPARATION WALL. PLUMBING YENTS 4 OTHER OPENINGS NOT PERMITTED WITHIN 41-011 OF FIRE 5EPARATION WALL, 1/211 OSB BETWEEN 2-2X BLOCKING R-21 BATT INSULATION 2 f 4-1 169 It o �0�1 F1L� W H UL) �l�IIT� 11 II � 1160,1 or--TwE o RT. 511_1_ & ANCHOR 5OLT5 A5 PER ENG'G CALC5. TWO ONE-HOUR WALL DETAIL GA FILE NO. WP 3514 4" FOOTING SIZE S REINF, BARS PER ENG'G C,4LCS. GENERIC 1 HOUR 35 to 39 STC FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS One layer5(s" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" c - with 11!4" Type W drywall screws 12" o C. Joints staggered 16" on opposite sides- (LOAD-BEARING) Thickness: 43i4" Approx. W ighl: 7 psf Fiire Test : SN1RI01-4511-619.8-19-92 Sound Test See WP 3520 (G&H NG-246FT, 7-2-65} NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN THE DESIGN OF THI5 RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRC 31713) SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. COLUMNS AND POSTS: R311A WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRE55URE-PRE5ERVATIVE-TREATED WOOD. 8401.3 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 8503.1 SHALL BE 3/4" T.G. CDX OR I1/16" 055 (GLUED 6 NAILED). NAILING SHALL BE IOD 9 6" O.C- 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" CDX OR 7/16" OSB NAILED W/ SD a 6" O.C. ALONG PANEL EDGES, AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. STAGGER END LAPS. FLOOR FRAMING: R502h BEARING. THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LE55 THAN 1.5 INCHES (30 MM) OF BEARING ON WOOD OR METAL AND NOT LE55 THAN 3 INCHES (16 MM) ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A I- INCH -BY -4- INCH (25.4 MM BY 102 MM) RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED J015T 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 IOD FACE NAILS.AWOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN THAT PROVIDED BY THE NAILED LAP IS PERMITTED. BEARING PARTITIONS: R502.4 J015T5 UNDER BEARING PARTITIONS. J015T5 UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE 51ZE 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 FULL 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 PARTITIONS PERPENDICULAR 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 8602.32 WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24". CUTTING AND NOTCHING: R602.6 MAY NOT EXCEED 25% IN BEARING OR EXTERIOR WALLS, MAY NOT EXCEED 40`o IN NON-BEARING WALLS. BORED HOLES: MAY NOT EXCEED 40% WITH A 5/5" TO EDGE OF STUD, EXCEPT UP TO ii IF STUD 15 DOUBLED - HEADERS: 8502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHERE THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET (1219 MM), THE HEADER J015T SHALL BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST- SINGLE TRIMMER JOISTS SHALL BE USED TO CARRY A SIN- GLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET (914 MM) OF THE TRIMMER J015T BEARING:. WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET (121(3 MM), THE TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE HEADER BEARING PARTITIONS: 8502.4 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 LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS 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 PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN THE DE51GN OF THI5 RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. NOTE: Z "' Z o co 00 y a' W� D LLI� 200 0(.) J W 1/i Cn LLI CY) 3C:) 00 00 �o Om Z b 111 E 0 'U^^ V! Ca E 0 Z Z Z CHECKED DRAWN BY DESIGN RM 2407-H HEET NUMBERI While every attempt has been made to assure the accuracy of these drawings, ALL 3 OF 7 INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. 10 Any structural components specified are for reference only and must be verified IC with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents NOTE : WINDOW MANUFACTURER SWALL VERIFY ALL -11"',1z 5 4 Q ANT TIE6 PRO TO QRDER C� ALL BEDROOM EGRESS WINDOWS SMALL +SAVE O E R OPENING aFE. 5'5.`:1 w/ MIN. 20" CLEAR WIDTH 4 24" MIN. CLEAR I I IT. on 4n I Aed uv NOTE: All bedroom windows to have a clear opening of .. Size Dsscrlption 5.7 S.F & r�tin�: oiear t�+rdth of 20'« heglt t:: of4' 1 F2 3068 EXT.SOLID CORE Verify wlh window mfg. wle:n ordering wint�ws 28 ., INT. ZEE Windows to Re:..dUal gIS i4 t errno... t pe can.�t. 1 3 26 Verify rough openings with window mfg. HOLLOW 0 Site Description Qty, A 4050 SINGLE HUNG i 5 B 2030 CASEMENT C 4040 HORIZ.VENT 3 D 5036 BI -FOLD = E 1313 FIXED RIGHT SIDE 3 - j F 18"o ROUND LEFT SIDE i G 12020 1 1 1 2 1 H 1 3020 1 ♦ 1 1 Door Schedule Size Dsscrlption Qty. 1 F2 3068 EXT.SOLID CORE 1 28 INT. w/SELF CLOSER 1 3 26 HOLLOW 3 4 24 5 5 50 BI -PASS 2 6 50 BI -FOLD 1 La7 60610 SLD'G.GLASS DR. j SECOND FLOOR PLAN Scale: 1/4" = 1'-0" COPYRIGHT © 2011 Northwest Home Designing, Inc. SMOKE ALARMS: 83143 LOCATION. SMOKE ALARM5 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 AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS 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 IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LE65 THAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION 83143. LIGHT d VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS, NATURAL VENTILATION SHALL BE THROUGH WIN- DOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: 83102.1 MINIMUM OPENING AREA, EMERGENCY AND E5CAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR DIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM). WINDOW SILLS: R3122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4 -INCH -DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 831222, PATCHES AND DOORS: N11022.4 (R4022.4) ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 5URFACES. ACCESS SHALL 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 INSULATION IS INSTALLED, THE PURPOSE OF WHICH IS TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED, AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R -VALUE OF THE LOOSE FILL INSULATION. SHOWER STALL SURFACING: 83012 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR SHOWER AREAS: 8301.1 SHOWERS 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 THAN 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, DRYERS, AND LAUNDRY TU55 SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL. GYPSUM WALLBOARD: R1023.1 WATER-RESISTANT GYPSUM BACKING BOARD. GYP- SUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM G 1396, G 1118 OR C 1218. USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PER- MITTED ON CEILINGS. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTER5ECTION5, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER. 81023.1.1 LIMITATIONS. WATER-RESISTANT GYPSUM BACK- ING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. PROVIDE A MIN, OF 100 5Q, INCHES OF MAKE-UP AIR FOR LAUNDRY COMPARTMENT PER IMC 504.5 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 Z "' Zoo f3co V � � vi C: W�a D � W0= 200 =Qz J W Cn LLI cyi 3C:) 00 00 �o Om Z b CHECKED onawn BY NHD DESIGN RM 2407-H HEET NUMBERI �1 1 4 OF 71 IC Z 11-611 GIRDER DSL. TRUSSES PER UNIT. W1 1/2" 055 BETWEEN, 2x6 RAFTERS & CLG.JSTS. @ 24" O 8112 PITCH PROVIDE ATTIC 6PACE VENT PER IRC: 1000 6.1=, X 1/150 = 6.66 6.1=, VENT REQ'D PER UNIT ROOF FRAMING PLAN Scale: 114" = 1'-0" COPYRIGHT o 2011 Northwest Home Designing, Inc. 2x6 OVERFRAME @ 24" O.C. 8/12 PITCH 9'-6„ SPAN - 8/12 PITCH TRUSSES @ 24" O.0 GLASS -C ROOFING MATERIAL 8 FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0" NO PENETRATIONS ALLOWED -2 LAYERS OF ROOF VENT WITHIN 4' OF 5/s" TYPE 'X' GIDS EAVE WITH SOLID BLOCKING MFR. TRUSSES 6 24" O.C. 1 GLASS -G ROOFING MATERIAL 4 FIRE-RESISTANT SHEATHING WITHIN FIRST R-491NSUL. 4'-0" NO PENETRATIONS ALLOWED 5/s" TYPE 'X' GWB 5/8" TYPE 'X' GWB 2 x 6 WOOD STUDS 2 LAYERS OF 16" O.G.2 5j8" TYPE 'X' GWS Na" TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR APPLY TO WALLS CLOSER THAN 5' SIDING FROM THE LINE USED FOR FIRE SEPARATION R-21 INSUL. i- a O O a 24" O.G. 5/s" TYPE 'X' GWB 5/8" TYPE 'X' GWB 2 x 6 WOOD STUDS 16" O.C. TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR SIDING R-21 INSUL. 141FiN FIRE RATED WALL 4 OVEizH'ANG 5CAL€ : N.T.S. GYPSUM WALLB0,41RD, WOOD STUDS ' ' ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF EITHER 2X3 OR 2X4 WOOD STUDS, TURNED FLATWISE, 24" O.G. W/ 6D CEMENT COATED NAILS, 1 1/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7 O.C. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12" ON OPPOSITE SIDES. (NLB) THICKNESS: 2 1/S APPROX. WEIGHT: 1 Psf FIRE TEST: (UL, 9-12-96 UL DESIGN U338 GYPSUM WALL50ARD, GYPSUM SHEATHING, WOOD STUDS I "" EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE "X" GYPSUM SHEATHING APPLIED PARALLEL TO 2 X 4 WOOD STUDS 24" O.C. WITH 13/4" GALVANIZED ROOFING NAILS 4" O.C. AT VERTICAL JOINTS AND 1" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SIDE-. ONE LAYER 5/8" TYPE"X" GWB WATER RESISTANT GYPSUM BACKING THICKNESS: VARIES BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO APPROX. WEIGHT: 1 Psf STUDS WITH 6D COATED NAILS, 1 1/8" LONG, 0-0915" SHANK, 1/4" HEADS 1" OC. FIRE TEST: SEE WP 3510 (LOAD BEARING) (UL 83501-41,-48, 9-I1-65 UL DESIGN U309, UL R1319-129, 1-22-10 UL DESIGN U314) 5/4 X 11 1/4 HIARDI€ ACCENT TRIM 'a TOIL 4 50TTOM 5€€ DETAIL NR PLAN VIEW- POST ]DETAIL-5-NTs.INR POS? DETAI N7.5. -A TRUSSES: 8502.11.1 DESIGN. 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 STATUTES OF THE JURISDICTION IN WHICH THE PROJ- ECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1. 8502.112 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR THE BUILDING AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICES, SUCH AS, THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BGSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES - R9052.1 ROOF SLOPES FROM 2 UNITS VERTICAL BY 12 UNITS HORIZONTAL UP TO 4 UNITS 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: 88023 FRAMING DETAILS. RAFTERS SHALL BE FRAMED NOT MORE THAN II/2-INCHE5 (38 MM) OFFSET FROM EACH OTHER TO RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE NOT LESS THAN 1 -INCH (25 MM) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2 -INCH (51 MM) NOMINAL THICKNESS AND NOT LE55 IN DEPTH THAN THE CUT END OF THE RAFTER HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTI- TION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. WHERE THE ROOF PITCH IS LESS THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25 -PERCENT SLOPE), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS, SUCH AS RIDGE BEAMS, HIPS AND VALLEYS, SHALL BE DESIGNED AS BEAMS. RAFTER OPENINGS: IRC R802.9 OPENINGS IN ROOF 8 CEILING FRAMING SHALL BE FRAMED WITH HEADER E 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 HEADER JOIST SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER R9032.1 LOCATIONS. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE EATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 2(o GALVANIZED SHEET). R103.A 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 BUILD- ING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 111. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 114. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASH- INGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTE- RIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SUR- FACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 1032 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 112. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: I.I. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER' S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASH- ING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER- RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 12. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 13. IN ACCORDANCE WITH OTHER APPROVED METHODS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CON- STRUCTION 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 COP- INGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. WEATHER RESISTIVE SHEATHING PAPER 81032 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 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PEN- ETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 8103.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS. Lo Z "' Zoo M V � � vi C: Cu D � LLI0z: 200 =Qz J W Cn LLI CY) 3C:) 00 00 �o Om Z b CHECKED DRAWN BY NHD DESIGN RM 2407-H HEET NUMBERI 5 1 5 OF 7 1 IC Z EXTERIOR GRADE TO SLOPE A MINIMUM OF 2% AWAi FROM BLDG, FOR MIN, OF 5', TTF, ��. A -5A -A1T -z- -rp" 60 *f pp C-09NW, COPYRIGHT © 2011 Northwest Home Designing, Inc. INSULATE UJ,4TER LINES R-3 POR COLD 8 R=4 FOR HOT, IECC 8403.4.2 I L -t - - - - - - - EXTERIOR ELEVATIONS Scale: 1/4" COPYRIGHT © 2011 Northwest Home Designing, Inc. EXPANSION TANK REQ. UJ/ CLOSED PLUMBING 5Y57`EM. - SHUT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO EXTERIOR POINTING DOWN (o" MIN. TO 24" MAX. FROM GROUND. %" X 22 GAUGE SEISMIC STRAP IN THE UPPER AND LOUDER THIRDS, W/ MIN. % X 2 LAG SCREW 4 UJI45HER. 2 X 4 LEDGER ATTACHED TO STUDS BY % X 4 LAG SCREWS UJ/ WASHER. (TIP.) FLEXIBLE GAS CONN. ANCHOR W,4TER NEATER TO BASE - 5A5E TO FLOOR _ RAISE PILOT LIGHT IS" — L ABOVE FIN. FLR. WATER HEATER SUFPORT (IECC R403.A.3) ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON A INCOMPRESSIBLE, INSULATED SURFACE WITH A MIN. THERMAL RESISTANCE OF R-Im. 1rw A Arm ., 0 F. FL. EXPLANATION OF HEIWT OVERALL HEIGHT - "X 2(o'- G, LOUDEST TRUSS POINT - 111`- I8'-0" 26'-6" (X) - 18'-0" 8'-6" (Q) 8'-(o" (Q) / 2 = 4'-3" I6-0" lY) + 4'-3" = 22'-3" AVERAGE WEIGHT = 22'-3" REAR O ■M z 00 Z CN agE 00 M V yCY) c W�� O � LLI0= �Oo Z—j aZ Lu U) LLI cyi 3C:) 00 00 �o Om Z b a CHECKED NHD DRAWN BY NHD DESIGN RM 2407-H SHEET NUMBERI l•J 1 6 OF 8 1 COMP. ASPHALT ROOFING 16# BLDG. FELT ROOF 112" CDX SHT'G. BUILD-UP ROOF MEMBERS @ 24" O.C. R-49 INSULATION RIGHT SIDE (LEFT SIDE -OPPOSITE) ( -s RIGHT END UNIT ONLY) R303.6.1 LIGHT ACTIVATIC LIGHTING OUTLETS ARE IN61 INTERIOR 5TAIRWAY5, THERE A WALL SWITCH AT EACH PLO( TO CONTROL THE LIGHTIN WHERE THE FAIRWAY H� MOR pN- 314" CDX SHT'G.(GLUE & NAIL) FLOOR FLOOR JOISTS @ 16" O.C.(PER BUILD-UP FLR.FRM'G.) BUILDING SECTION rn It NOSING MIN. NOSING MA; EXTERIOR STAIRWAYS SHALL JS TO ILLUMINATE THE STAIRS, SND TREADS TO A LEVEL NOT (11 LUX) MEASURED AT THE qD LANDINGS. ABOVE STAIRS WITH 4 .Q. GUARDS SHALL NOT HAVE i FROM THE WALKING SURFACE TO RD HEIGHT WHICH ALLOW PASSAGE IERE 4 IN. IN DIAMETER SEE N6_ R311.1h THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MIN. WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. R NCHOR5 3LE SPACE 5/6" TYPE "X" G.W.B. IALL NOT BE LE55 THAN 36 LEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. STAIR CONSTRUCTION DETAIL T6, ( SIMILAR) O co o(o z o a M ZN z� M W�00 O LLI� 200 ou J W y Cn LLI cy) 3C) 00 �o Om Z b a �t �0 i6l, E 0 Z Z o CHECKED Lu NHD U w DRAWN BY o NHD -� Z r DESIGN o 4" THICK CONCRETE SLAB LOOR •066 VISQUEEN VAPOR BARRIER RM UILD-UP BASCOMPACTED L 2407-H 4„SRIG D INSUL - - BD. @SLAB PERIMETER. SHEET NUMBER EXTERIOR GRADE TO SLOPE A MINIMUM OF 2% AWAY FROM BLDG, FOR MIN, OF 5', TYF, 7 7 OF 7