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2020.0015 Additional Floor Plan Info# 22719331301NORTHWEST BIOME DESIGNING, INC. CONSTF UCT I ON DOCUMENT L I CENSE 1. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE, WHICH 15 PART OF THE PRICE YOU PAID FOR THIS PRODUCT, NORTHWEST DOME DESIGNING, INC., A5 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 EXPRE55LY GRANTED TO THE LICENSEE. 2. OWNERSHIP OF TECHNICAL DRAWINGS: NPD RETAINS THE TITLE 11 USG RIGHTS AND OWNERSHIP OF THESE CONSTRUCTION DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE "WORK", REGARDLE55 OF THE FORM OF THE ORIGINAL AND/OR OTHER COPIES. TPI& 15 NOTA SALE OF ORIGINAL DOCUMENTS WHATSOEVER. 3, COPY RESTRICTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS ARE COPYRIGHTED, UNAUTHORIZED COPYING OF THESE DOCUMENTS 15 EXPRESSLY FORBIDDEN. YOU MAY BE MELD LEGALLY RESPONSIBLE FOR ANY COPYRIGHT INFRINGEMENT THAT 15 CAUSED OR ENCOURAGED BY YOUR FAILURE TO ABIDE BY THE TERMS OF TH15 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 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 TH15 AGREEMENT ARE 5U5JECT TO A MINIMUM FIFTY THOUSAND ($50,000.00) DOLLAR PENALTY. SHOULD YOU HAVE ANY QUE5TION5 CONCERNING TH15 AGREEMENT, OR IF YOU DESIRE TO CONTACT NHD FOR ANY REASON, PLEASE WRITE U5 AT: NHD MARKETING DIVISION: 4924 109TH ST. S.W., LAKEWOOD, WA 98499 OR CALL (253) 554-6309. 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. 145 THESE JURISDICTIONS AND REQUIREMENTS MAY VARY THESE PLANS WERE DESIGNED TO THE INTERNATIONAL RE51DENTIALCODE AND RELATED NATIONAL ORDINANCES ONLY, AND MAY NOT COMPLY WITH SPECIFIC JUIR15DICTICNAL COD€5 AN D 5PECIFICATION5i THEY WILL BE SUBJECT TO CHANGE AND VARYING INTERPRETATIONS. THE PURCHASER MUST ENSURE THAT THE PLANS COMPLY WITH ALL LOCAL A& WELL AS NATIONAL BUILDING CODES AND REQUIREMENTS WHICH ARE APPLOBLE FOR THE SPECIFIC SITE AND STRUCTURAL ENGINEERING REQUIREMENTS. F01� BEGINNING CONSTRUCTION, PURCHASER MUST HAVE PLANS REVIEWED BY LIC( NAEP STRUCTURAL ENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DR WINGS. AI DATA (INCLUDING HI5 OR HER LICENSEE "STAMP") WHICH WILL BE SUBMITTBD:dice REQUIRED) WITH THESE DRAWINGS AND SPECIFICATIONS TO THE LOCAL BUILDING OFFICIALS. FAILURE TO DO TH15 RENDERS 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 ISSUES A PERMIT, THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY A STAMP WHICH STATES "REVIEWED FOR CODE COMPLIANCE." ONE SET OF CONSTRUCTION DOCUMENTS 50 REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT AT THE 51TE OF WORK AND SHALL BE OPEN t0 INSPECTION BY THE BUILDING OFFICIAL OR H15 OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: 8319.1 ADDRESS IDENTIFICATION. BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRE55 IDENTIFICATION. THE ADDRESS IDENTIFICA- TION SHALL BE L€GIRL€ AND PLACED IN A POSITION THAT 15 V1515LE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRE55 IDENTIFI- CATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRE55 NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LET- TER5. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN HEIGHT WITH A 5TRO<E WIDTH OF NOT LE55 THAN 0.5 INCH (12.1 MM). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRE55 IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. 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 IDEN- TIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. 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, UNLE55 SHOWN OTHERWISE ON THE DRAWINGS. WALL SWITCHES: WALL SWITCHES SHALL BE INSTALLED 42" ABOVE THE FLOOR, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. M1305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SHALL BE ACCESSIBLE FOR IN5PEC- TION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PER- MANENT CONSTRUCTION, OTPER APPLIANCE&, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SER- VICED, REPAIRED OR REPLACED, A 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: M1301.3 ELEVATION OF IGNITION SOURCE. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 NOT LE55 THAN IS INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF TH15 SECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OFA DWELLING UNIT AND THAT COMMUNICATE WITH,4 PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M1301.3.1 PROTECTION FROM IMPACT. APPLIANCES &HALL NOT BE IN&TALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: MI5023 DUCT TERMINATION. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS &HALL 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 LE55 THAN 3 FEET (914 MM) IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS. EXHAUST DUCT TERMINATIONS SMALL BE EQUIPPED WITH A BACKDRAFT DAMPER. SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502.4.4.1 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 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 8 5FT FOR 90° BEND FORA 4" EXHAUST PIPE. RANGE MOOD: 1-11505.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST FOOD, HAVING A MINIMUM THICKNESS OF 0.0151=INCH (0.3950 MM) (NO. 28 GAUGE) WITH 1/4 INCH ((o.4 MM) CLEARANCE BETWEEN THE FOOD 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 45 THE BROILER UNIT, EXTEND OVER THE ENTIRE UNIT, DISCHARGE TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL INFILTRATION/EXRLTRATION WHEN NOT IN OPERATION. BROILER UNITS INCORPORATING AN INTEGRAL EXHAUST 5Y5TEM,AND LISTED AND LABELED FOR USE WITHOUT AN EXHAUST HOOD, NEED NOT HAVE AN EXHAUST HOOD. EXHAUST OPENINGS: MI5063 EXHAUST OPENINGS. AfR EXHAUST OPENINGS SHALL TER- MINATE NOT LE55 THAN 3 FEET (914 MM) FROM PROPERTY LINE5± 3 FEET (914 MM) FROM OPERABLE AND NONOPERABLE OPENINGS INTO THE BUILDING AND 10 FEET (3045 MM) FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING 15 LOCATED 3 FEET 1914 MM) ABOVE THE AIR INTAKE. OPENINGS SHALL COMPLY WITH 6ECTION5 8303.5.2 AND 8303.(o. EXHAUST DUCTING: DOORS THROUGH A INTERIOR SURFACE, DAMPER AND &HAL SERVING RANGE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR AREAS INSIDE THE BUILDING. HEATING: IRC X3039 VERY DWELLING UNIT SHALL BE PROVIDED IIT HAtINC 11. SMALL DWELLING UNIT: ........................ 1.5 CREDITS DWELLING UNITS LE55 THAN 1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LE55 THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA BUT LE55 THAN 1500 5 QUARE FEET. 2. MEDIUM DWELLING UNIT: .................. 3.5 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN 01 OR #3. EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 CREDITS. 3. LARGE DWELLING UNIT: ...................... 4.5 CREDITS DWELLING UNITS EXCEEDING 5000 SQUARE FEET OF CONDITIONED FLOOR ARI=A. EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 CREDITS. 4, ADDITIONS LE55 THAN 500 SQUARE FEET:. 0.5 CREDITS THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SMALL IDENTIFY WHICH OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGA8DLE55 OF WHETHER 5EPA8ATE MECHANICAL, PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED FOR THE PROJECT. TABLE 406.2 ENEMY CREDITS (DEBITS) OPTION DESCRIPTION CREDITS) FACILITIES CABLE...OF:M.INTAIN.I.NG..M:I.N 8M TEEBATUi....8° F...AT...... 1A BUILDING ENVELOPE lA: 0.5 .: POINT 3 ABODE THE ELDOR 4D FROMXCERIOR IL& IN ALL PABITBL 1OOM5 #E5DR{TIVE COMPLIANCE 15 BASED ON TABLE 8402.1.1 WITH TPE FOLLOWING AT THE DESK! TEM114TU1E.... >D1FIGTION&: FE ,... ...... NE'fiATION U = 0.28 HEATING TYPE: HEATING TYPE AND FUEL SHALL BE SELECTED BY THE OWNER. ALL FLOOR R-38 WARM AIR FURNACES SHALL BE L15TED AND LABELED BY AN APPROVED AGENCY SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB AND INSTALLED TO LISTED SPEGIFIGAT ONS....... BELOW... ADE...5LAB R710 PERIMETER AND UNDER ENTIRE SLAB . .: .... .. FI OGiIN� ..F KI:::G...:N CO U&TI CO..:&T UC .::ION : I O :.. iNG GOMPLINGEBASED ON SE REBS ....IEO M BIE I R RL SIA VI T OU> ON A AF O NI 5 O LL BE PRD DED OEF ALL G GE LED DR T PE NG B vE8T1 AL.... ND P021ZDN AL ..AND O..EORM AN..EF EGT.IVE. IRE BAR E -R BETWEEN.... 1B' 5 FIGENT:..BU� .D.I> G EN,..`--`."....ELO 5TOR15 AND BETWEEN A TOP 5TORY AND TPE` ROOF SPACE. FIREBLOCI ING SHALL PRESG fPTIVE COMPIL E CTION 8402.1.4: REDUCE THE TOTAL UA BY 5io. PE 15- 1.0 15 BASED ON TABLE 8402.1.1 WITH THE FOLLOWING BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATION&: MODIFICATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED FENESTRATION U.= 0.25 5 AC 5 AN D PARALLEL ROWS OF STU 5 OR STAGGERED STUDi,A& FOLlOW&... WALL R 21 PLUS -4 .....: 3C HIGH EFFICIENCY HVAC EQUIPMENT3C: 2.0 CLOSED=LOOP GROUND SOURCE FEAT PUMP± WITH,4 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 THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 3D HIGH EFFICIENCY HVAC EQUIPMENT 31D: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM 15 ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP 5Y5TEM SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. 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. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: 1.0 ALL HEATING AND COOLING SYSTEM COMPONENTS INSTALLED INSIDE THE CONDITIONED SPACE. THIS INCLUDES ALL EQUIPMENT AND DISTRIBUTION SYSTEM 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 DUCT5, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCT5 AND 5 LINEAR FEET OF SUPPLY DUCT5 MAY BE LOCATED OUTSIDE THE CONDITIONED SPACE. ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TEN510NING TOOL. DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED TO A MINIMUM OF R-8, LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES 15 NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLE55 HEAT PUMPS ARE NOT PERMITTED UNDER TH15 OPTION. 0 i A o DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN 80 IS NOT PERMITTED UNDER TH15 OPTION. TO QUALIFY TOC AIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING 5ELECTED 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 54: 0.5 ALL &POWERPEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.15 GPM OR LE55. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LE55. TO QUALIFY t0 CLAIM TPI& CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL 514OWERPEAD5, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. 1C EFFICIENT BUILDING ENVELOPE 1C: 2.0 55 EFFICIENT WATER HEATING 55: 1.0 PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE 8402.1.1 WITH THE FOLLOWING WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL MODIFICATIONS: WATER HEATER WITP A MINIMUM EF OF 0.14 FENESTRATION U .= 0.22 OR CEILING AND SINGLE -RAFTER OR JOIST -VAULTED R-49 ADVANCED WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS WOOD FRAME WALL R-21 INT PLUS R-12 Cl OF OPTION 3C. FLOOR R-38 OR BASEMENT WALL R-21 INT PLUS R-12 CI FOR R-2 OCCUPANCY, A CENTRAL HEAT PUMP WATER PEATER WITH AN EF GREATER &LAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE &LAB THAN 2.0 THAT WOULD SUPPLY DPW t0 ALL THE UNITS THROUGH A CENTRAL WATER BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB LOOP INSULATED WITH R-8 MINIMUM PIPE INSULATION. OR TO QUALIFY TO CLAIM TP15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL A B 3MW 'SHE OPTION BEING SELECTED AND SMALL SPECIFY THE WATER NEATER EQUIPMENT TYPE SND NAE M NIMUIM.EQW EN IOIENCY. 1D° EFFICIENT BUILDING ENVELOPE 1D: 0 5 ...: PER&CRIPTIVE COMPLIANCE BASED ON SECTION 8402.1.4 WITH TSE F.OLLDI N .. 0.. GIE 1T."UAT .R I EATINI FSG ...... 1.5 MODIFICATIONS: DATER HEATING..5 &T "I SHALL INCLUDE ONE OF THE FOLLOWING: VERTICAL FENESTRATION U=024 GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.82 OR 24 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2 0.5 SOLAR DATER HEATING SUPPLI 1'1 NTINC A MINIMUM STANDARD WATER PE TE SOLAR COMPLIANCE A5 ON 402.4.12 UC THE TESTED AI G 30 PL E B ED R REDUCE E E D R :LEAKA E TO WAT H ATIN WI VI A AT MINIMUM SAVINGS OF 55 TP 5 0 2000 KWP PR E R ED ERM R ER E LL D AIR CHANGES PER HOUR MAXIMUM BASED ON THS SOLAR RATING >ID ERTIIGATION CORPORATION (58CG) ANNUAL AND PE � .,R C ..:.300 CERTIFIED SOLx B WATER HEATING SYSTEMS ALL WHOLE HOUSE VENTILATION REQUIREMENTS 45 DETEfI1D 1 &ECTIN 1150CT3 OF OR THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM EF OF 2.0 AND MEETING THE 2C AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2C: COMPLIANCE BASED ON SECTION 8402.4.12: REDUCE THE TESTED AIR LAKAE TO 1.5 AIR CHANGES PER HOUR MAXIMUM ....... AND 6 ALL WHOLE HOUSE VENTILATION REQUIREMENTS A5 DETERMINED BY SECTION M1501.3 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION 5Y5TEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.65. TO QUALIFY t0 CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. 3A HIGH EFFICIENCY PVAC EQUIPMENT 3,4- 1.0 GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF94%, OR GAS, PROPANE OR OILED FIRE BOILER WITH MINIMUM AFUE OF92% TO QUALIFY TO CLAIM TPI5 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 35 HIGH EFFICIENCY PVAC EQUIPMENT 35 AIR-50URCE PEAT PUMP WITH 1.0 MINIMUM P&PF OF 8.5 t0 QUALIFY t0 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. 0.5 WHICH CAPTURES WASTE GIENtY OE 40io IF IF INSIALL'ED FOR GSA 5551 AND BE SO LABELED. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL INCLUDE A PLUMBING DIAGRAM THAT SPECIFIED THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMfNG....L.AYIT NEEDED TO INSTALL It AND LABELS OR OTHER DOCUMENTATION &HALL.: B.. P :O IDE 7 THAT DEMONSTRATES THAT THE UNIT COMPLIES WITH THE 5TANDi 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 SHALL BE ALLOWED, UP TO 3 CREDITS. GENERATION SHALL BE CALCULATED A5 FOLLOWS: FOR SOLAR ELECTRIC SYSTEMS, THE DE51GN SHALL BE DEMONSTRATED TO MEET THIS REQUIREMENT U51NG THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR PVWATT5. DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS. FOR WIND GENERATION PROJECTS DE51GN5 SHALL DOCUMENT ANNUAL POWER GENERATION BASED ON THE FOLLOWING FACTORS: THE WIND TURBINE POWER CURVE:, AVERAGE ANNUAL WIND SPEED AT THE SITE: FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE 51TE AND HEIGHT OF THE TOWER. TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR WIND TURBINE EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCE55, AND INCLUDE A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. G co LoN LL rn 0 � co Z °° M M Lr) N rI z� zco Ww U Q J a LLI O Z F cn LLI i 0 z N) 0. Lll z Z) Nt C) Lu U) J m U) Z Lu (D Lu 0 N i� E 0 z CHECKED DRAWN BY DESIGN C-1 SHEET NUMBERI 1 1 1 OF 1 1 24' 4' THICK CONCRETE SLA w/ STUB *4 BARS OUT IS" INTO TICKENED EDGE GONG. e 24" O.G. - TYP. e ALL SLABS 191=0 11 I 5I=011 FOUNDATION d FLOOR F MING APPROVED 6 x 6 POST BASE ISI FOUNDATION VENTILATION 50AL : 1/4 1I _ 11=0'' PROVIDE CRAWL SPACE VENTILATION AS PER IRG (633 5q. Ft. x 1/150 - 4.3 5q, Ft, VENT AREA REQ'D F1 241011 5140" 1014011 01 011 4046 Y. 6(468 S GL.Df S.G. SINK p� O I > KITC�I OLLI z — � I � I 4'-0" I GREAT ROOM 14x11 ID NII 5'=11 13/16" 2'=Ill 31=411 > 12-6 x 9-6 SLOPE: IRC R403.15 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE O I- �� l 11/16 3I- 5 1/2 11 — �---t r o4x4 OSTP2468 — 7D11, LAV [A, EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE UP 16 II O EQ. R. I IG{ R IL - E.F.2 2468 DEMOLITION WORK. VERIFY METHOD WITH LOCAL JURISDICTION. 0 DRAINAGE: 84013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO 2a(o0G. 266a �z L J 121.2 A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF �> COLLECTION 50 ,45 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED LO TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE : ..'.' .....:. �%% M FOUNDATION WALL 51ZE: 8404.1.52 CONCRETE WALL THICKNESS. THE LO 1 Q THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL t0 OR N GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. FOUNDATION ANCHOR BOLTS: 840316 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 t0 THE FOUNDATION WITH MINIMUM 1/2 -INCH- 3 DIAMETER (12.1 MM) ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1829 1 O MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR 5TRAP5 SPACED A5 co REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 1 INCHES (118 CD MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. } ......... THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE ........ ... 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 ................ �c I BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUN- DATION THAT co ARE NOT PART OF A BRACED WALL PANEL SHALL BE POS- ITIVELY LO ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND SOLE PLATES - SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED N BY SECTIONS 8311 AND 8318. IS" MIN. 11/ 6 MIL VAPOR u GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC 831.1(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 15 USED, 100 BARRIER TYP. FOUNDATION: CHIMNEYS: R1003.2 FOOTINGS FOR MASONRY CHIMNEYS SHALL O BE CONSTRUCTED OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES (305 MM) THICK AND SHALL EXTEND AT LEAST 6 INCHES (152 MM) BEYOND Q THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL SIDES. FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH 08 ENGINEERED FILL FROST IN AREAS NOT SUBJECTED t0 FREEZING, - O BELOW DEPTH. .. yf ' ' ' ,� 0 CONCRETE STRENGTH: IRC 84022 CONCRETE SHALL HAVE A MINIMUM s cue SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE 84022. CONCRETE SUBJECT TOWEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERW15E BY THE ENGINEER OF RECORD ON THEIR R 0 J ;I S -SHEETS. L J ^ FILL: FILL UNDER GROUND -SUPPORTED SLABS 5HR403.1.1 8406.1 ALL BE A MINIMUM OF 4" COMPACTED SAND OR GRAVEL. LU E O SEISMIC REINFORCING: 8403.13 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, Dl AND D2,45 ESTABLISHED 2 x 1 FLOOR OI=5T I 1 . c: � , CLEAR FROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES W DO, DI AND D2 WHERE A CONSTRUCTION JOINT 15 CREATED BETWEEN A CONCRETE FOOTING ANDA 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 z I� BOTTOM OF THE FOOTING, HAVE A STANDARD HOOK AND EXTEND A MINIMUM OF 14 INCHES (351 MM) INTO THE STEM WALL. ` 5 " FOUNDATION FOOLING DEPTH: IRC 8403.1.4 ALL EXTERIOR FOOTINGS SHALL y -1�N�I> PRSWEEK - BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND SURFACE. WHERE O APPLICABLE, THE DEPTH OF FOOTINGS SHALL AL50 CONFORM WITH FR05T AND SEISMIC CONDITIONS. 8403.1.4.1 - R403.1.42 W FOUNDATION FOOTING SIZE: 8403.1.1 MINIMUM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH I m! TABLES 8403.10) THROUGH 8403.1(3) AND FIGURE 8403.10) OR R403.13, AS r � VALUE OF THE SOIL IN ACCOR- DANCE WITH TABLE R401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS 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 L �J Q BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE 8401.4.1. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN AGGORDANGE WITH THE DETAILS SET FORTH IN SECTIONO J 84032, AND FIGURES R403.1(2) AND 8403.1(3). co FOUNDATION WALL DAMP -PROOFING: 8406.1 CONCRETE AND MASONRY ..... .... I U) ..: ... — .... ..... ... 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 W OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL r n (D HAVE NOT LE55 THAN 3/8 INCH (9.5 MM) PORTLAND CEMENT PARD- ING APPLIED t0 THE EXTERIOR OF THE WALL. THE PARGING SHALL BE W DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: I. BITUMINOUS COATING. VNI 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED GEMENT. ^A 3. ONE -EIGHTH -INCH (3.2 MM) COAT OF SURFACE -BONDING CEMENT N COMPLYING WITH ASTM C 881. Lt.J51 4, ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 8406.2, . . 5. OTHER APPROVED METHODS OR MATERIALS. ' .:. .. ..... ....... I— I N � I BLAS ON GRADE I — 4" CONC. SLAB ON 4" COMP, FILL TYP. I c�a I I I � 12'-3 1-9 11 _ 4" THI K CONCRETE SLAB w/ f fy O THICK NED EDGE :. O II C1 o I.I ......UA. sl I1 ' 0 I =0 (2) 4 5AR6 DONT IN FTG, ® SLAB EDGEDOOR OPENING 12'-3" R.O. 5'=4 1/2" I . L I — — — — - - - - - `J _ 1= — A) STEP 191=0 11 I 5I=011 FOUNDATION d FLOOR F MING APPROVED 6 x 6 POST BASE ISI FOUNDATION VENTILATION 50AL : 1/4 1I _ 11=0'' PROVIDE CRAWL SPACE VENTILATION AS PER IRG (633 5q. Ft. x 1/150 - 4.3 5q, Ft, VENT AREA REQ'D F1 241011 5140" 1014011 01 011 4046 Y. 6(468 S GL.Df S.G. SINK p� O I > KITC�I OLLI z — � I � I 4'-0" I GREAT ROOM 14x11 t FLOO 12/0 x 0/0 OVERHEAD DOOR 2 SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO-TECHNICAL EVALUATION, ID NII 5'=11 13/16" 2'=Ill 31=411 > 12-6 x 9-6 SLOPE: IRC R403.15 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE O I- �� l 11/16 3I- 5 1/2 11 o4x4 OSTP2468 — 7D11, LAV [A, EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE UP 16 II O EQ. R. I IG{ R IL - E.F.2 2468 DEMOLITION WORK. VERIFY METHOD WITH LOCAL JURISDICTION. 0 DRAINAGE: 84013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO 2a(o0G. 266a �z A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF t FLOO 12/0 x 0/0 OVERHEAD DOOR 2 SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO-TECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE 8401.4.1 SHALL BE USED. SLOPE: IRC R403.15 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING I UNIT VERTICAL IN 10 UNITS HORIZONTAL. (10% SLOPE). O EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE O PROTECTED FROM DAMAGE DURING CON5TRUCTION, REMODELING AND DEMOLITION WORK. VERIFY METHOD WITH LOCAL JURISDICTION. 0 DRAINAGE: 84013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO 100 A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF W COLLECTION 50 ,45 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED LO TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET. �%% M FOUNDATION WALL 51ZE: 8404.1.52 CONCRETE WALL THICKNESS. THE LO THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL t0 OR N GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. FOUNDATION ANCHOR BOLTS: 840316 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 t0 THE FOUNDATION WITH MINIMUM 1/2 -INCH- O DIAMETER (12.1 MM) ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1829 O MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR 5TRAP5 SPACED A5 co REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 1 INCHES (118 CD MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. 1 THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE NT PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT.100 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 co ARE NOT PART OF A BRACED WALL PANEL SHALL BE POS- ITIVELY LO ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED N BY SECTIONS 8311 AND 8318. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC 831.1(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 15 USED, 100 FOUNDATION: CHIMNEYS: R1003.2 FOOTINGS FOR MASONRY CHIMNEYS SHALL O BE CONSTRUCTED OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES (305 MM) THICK AND SHALL EXTEND AT LEAST 6 INCHES (152 MM) BEYOND Q THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL SIDES. FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH 08 ENGINEERED FILL FROST IN AREAS NOT SUBJECTED t0 FREEZING, O BELOW DEPTH. FOOTINGS SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE.; ' ' ' ,� 0 CONCRETE STRENGTH: IRC 84022 CONCRETE SHALL HAVE A MINIMUM 1• C6 SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE 84022. CONCRETE SUBJECT TOWEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERW15E BY THE ENGINEER OF RECORD ON THEIR R 0 J — S -SHEETS. ^ FILL: FILL UNDER GROUND -SUPPORTED SLABS 5HR403.1.1 8406.1 ALL BE A MINIMUM OF 4" COMPACTED SAND OR GRAVEL. LU E O SEISMIC REINFORCING: 8403.13 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, Dl AND D2,45 ESTABLISHED IN TABLE R301.20), SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) O Q CLEAR FROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES W DO, DI AND D2 WHERE A CONSTRUCTION JOINT 15 CREATED BETWEEN A CONCRETE FOOTING ANDA 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 z BOTTOM OF THE FOOTING, HAVE A STANDARD HOOK AND EXTEND A MINIMUM OF 14 INCHES (351 MM) INTO THE STEM WALL. ` 5 " FOUNDATION FOOLING DEPTH: IRC 8403.1.4 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND SURFACE. WHERE O APPLICABLE, THE DEPTH OF FOOTINGS SHALL AL50 CONFORM WITH FR05T AND SEISMIC CONDITIONS. 8403.1.4.1 - R403.1.42 W FOUNDATION FOOTING SIZE: 8403.1.1 MINIMUM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES 8403.10) 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 R401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS 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 Q BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE 8401.4.1. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN AGGORDANGE WITH THE DETAILS SET FORTH IN SECTIONO J 84032, AND FIGURES R403.1(2) AND 8403.1(3). co FOUNDATION WALL DAMP -PROOFING: 8406.1 CONCRETE AND MASONRY U)FOUNDATION DAMPPROOFING.Z EXCEPT WHERE REQUIRED BY SECTION 84062 t0 BE WATERPROOFED, U) FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES 7 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 W OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL r n (D HAVE NOT LE55 THAN 3/8 INCH (9.5 MM) PORTLAND CEMENT PARD- ING APPLIED t0 THE EXTERIOR OF THE WALL. THE PARGING SHALL BE W DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: I. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED GEMENT. O 3. ONE -EIGHTH -INCH (3.2 MM) COAT OF SURFACE -BONDING CEMENT N COMPLYING WITH ASTM C 881. 4, ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 8406.2, O 5. OTHER APPROVED METHODS OR MATERIALS. EM N!WO93 AREA GOWN PORCH ... 60 5.1=. 1/4 II - 11=011 FIR5T FLOOR- 6E6 5R. GARAGE ... 440 5.1=. 5EGOND FLOOR ... 101 5F. GLA55 AREA ... 226 5.1=. TOTAL .,, 1,461 5.1=, GLAZING PERCENTAGE (GL / FL) ... 14.1% 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 CHECKED BOP DRAWN BY MJW DESIGN 1062 Z SHEET NUMBER 1 1 OF 6 HD. HD. 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 t-LUt)H t5t/41-1 11 11 11 11 I 11 11 11 11 11 11 11 11 11 11 I 11 11 11 11 11 11 11 11 1 11 11 I 11 11 11 11 11 11 11 11 1 1 L __j I 1- I I I I I I 5ECONID FLOOR FRAMING PLAN © COPYRIGHT 2016 NORTHWEST HOME DESIGNING, INC. 5C,4L - I/411= 11-0" cc_ 11z,1150I 5ECONID FLOOR PLAN 5c;,4L E : I/4II_ 1 1-0II RECIRCULATION OF AIR MI5012 EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSED 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. M15013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 1115013.1 THROUGH M150133. SYSTEM DESIGN M15013.1. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FANS, ORA COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED TO PROVIDE SUPPLY VENTILATION. SYSTEM CONTROLS. MI50132 THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. MECHANICAL VENTILATION RATE. MI50133 THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M]50133(1) - DUCT WORK: SEALING: ALL DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS 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 SIGNED AFFIDAVIT DOCUMENTING THE TEST RESULTS 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: 83112 AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE 51DE-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 90 DEGREES (1.51 RAD). THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 18 INCHES (1981 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. 8311.3 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 LESS THAN THE DOOR SERVED, EVERT' LANDING SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE 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 13/0 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 DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR INA CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR, R302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R102.3.5. THE WALL SEPARATION PROVISIONS OF TABLE 8302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. t,45LE R302.(o DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE= NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURES) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA IECC-8404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 15 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. UPC; 608.2 FOR WATER PRESSURE HIGHER THAN 80 PSI AN APPROVED PRESSURE REDUCING VALVE (PRV) SHALL BE INSTALLED. NOTE: co LON L.L 0 � co It Z °° M M LO 0 N ZC.0 ZCIO � Ld W Q J W>- O� W Z>_ Z H� 0 LLI LU = cin r) H OJ m Z� Z LU w 0 N ti E O U Cn M n a) E 0 2 0 2 Z CHECKED DRAWN BY 1 oesiax 1062 SHEET NUMBERI While every attempt has been made to assure the accuracy of these drawings, ALL VENTILATION REQUIREMENTS 2 OF 6 "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM a .25 WS 110 CFM 55a .1 WS 2 "PANASONIC" FV-08VK3 80CFM A SONES 79 CFM .25 WS 80 CFM .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: co LON L.L 0 � co It Z °° M M LO 0 N ZC.0 ZCIO � Ld W Q J W>- O� W Z>_ Z H� 0 LLI LU = cin r) H OJ m Z� Z LU w 0 N ti E O U Cn M n a) E 0 2 0 2 Z CHECKED DRAWN BY 1 oesiax 1062 SHEET NUMBERI While every attempt has been made to assure the accuracy of these drawings, ALL 2 2 OF 6 INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference 311 only and must be verified with the ENGINEER OF RECORD's "S -Sheets" ]z and/or (attached) documents NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD, WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRC 317.1(3) SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE NATURALLY DURABLE OR O PRESERVATIVE -TREATED WOOD. CD COLUMNS AND POSTS: 8311.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE O APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. 84013 STRUCTURAL co REQUIREMENTS. THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL co DISPLACEMENT AT THE BOTTOM END, WOOD COLUMNS SHALL NOT BE LESS ARCH'L. GRADE IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES, LO COMP. SHINGLES �� PRE- MANUF TRUSSES m 24" O.G. PLYWOOD SUB FLOORING 8503.1 SHALL BE 3/4" T.SG, CDX OR 11/16" OSB 0co 0— 15* ASPHALT FELT (SEE ROOF FR'1G. FOR PITCH) (GLUED 8 NAILED). NAILING SHALL BE 10D -a 6" O.C. ALONG PANEL EDGES, c AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20, STAGGER END LAPS. LO 1-0 WALL AND ROOF SHEATHING SHALL BE 1/2" CDX OR 1/16" OSB NAILED W/ SD N s 6" O.C. ALONG PANEL EDGES, AND 12" O.G. IN FIELD. SPAN INDEX SHALL %%-.00APPROVED HURRICANE TIE / AS PER ENG'G GALCS. BE 24/0. STAGGER END LAPS. _ INSULATION BAFFLES TO MAINTAIN MIN. 1" SCRN'D VENT BLK'G AIR SPACE ABOVE INSULATION. EXTEND FLOOR FRAMING: R502.6 BEARING. THE ENDS OF EACH JOIST, BEAM OR _ _ _ _ _ _ _ _ _ _L — 1/2" NOM. SHEATHING BAFFLE 12" ABOVE BLOWN -IN INSULATION. GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES (38 MM) OF BEARING ONHD. HD. R-49 INSULATION WOOD OR METAL AND NOT LESS THAN 3 INCHES (16 MM) ON MASONRY OR Ir__ I I CONCRETE EXCEPT WHERE SUPPORTED ON A 1 -INCH -BY -4 -INCH (25.4 MM 5/8 GWB BY 102 MM) RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE I _ 2-2x6 TOP PLATE USE OF APPROVED JOIST HANGERS. 8502.6.1 FLOOR SYSTEMS. JOISTS M 24 0 5 AN CV 11=.) = 5/12ROOK= TRU56ES ,@ 24 O.O. O 4" GUTTER OVER FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A 5/4 x 8 FASCIA R-21 INSULATION MINIMUM OF 3 INCHES (16 MM) AND SHALL BE NAILED TOGETHER WITH A co GREATER THAN THAT PROVIDED BY THE NAILED LAP IS STRENGTHMINIMUM THREE IOD FACE NAIL5.AWOOD OR METAL SPLICE WITH '^ 1UrnFur I ......_M.Mmn.H.n ....mn. ..... .M. il�.Hm WHEN USING 4 x HEADER IN 2 x 6 WALL PERMITTED. 8 I/ — 13 =5 SPAN iV 11=) _✓/12 FILL VOID w/R-10 RIGID INSUL. BD. r TYPICAL WALL BEARING PARTITIONS: 8502.4 JOISTS UNDER BEARING PARTITIONS. JOISTS PITCHI ROOF TRU55E5 e 24 O.G. CONSTRUCTION I TRU55ED UNDER PARALLEL BEARING PARTITIONSSHALL BE OF ADEQUATE SIZE TO ZLOVARIES lwl J E SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE �� LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR 1111111111111111111111111111 VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LUMBER NOT LESS (� THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 R-21 INSULATIONFEET �1, ....:: ... ..... ...:€ .........Fur 3 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS I..... ........ ........................: "'q pr S SUCH JOISTS ARE OF SUFFICIENT SIZE `� 0 Om F -x... ..... .::. DULMULMH.0ffmLm.nvarnrnr' FLR J PER PLAN t0 CARRY THE ADDITIONAL LOAD STS. MORE THAN THE JOIST DEPTH UNLES .:. APPROVED RIM BOARD WALL FRAMING: IRC R60232 WOOD STUD WALLS SHALL BE GAPPED WITH A CO o DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING At CORNERS 1 24'-0" SPAN �V I R) PITCH R F TRU55E5 ,@ 2411 ®C = AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES ME rupurm,DBL. 2x TOP PLATE SHALL BE OFFSET AT LEAST 24". CUTTING AND NOTCHING: 8602 6 MAY NOT00 1� :� �s GWB EXCEED 25i IN BEARING OR EXTERIOR WALLS, MAY NOT EXCEED 40`o IN Z NON-BEARING WALLS. BORED HOLES: MAY NOT EXCEED 40% WITH A 5/8" MPH ..FurULMN.mULMH.mmn. �Hm1/2 N..... ..... � ..... � i mn.OM EXT SHEATHING z GWB °WALLS TO EDGE OF STUD, EXCEPT UP TO 60 IF STUp IS DOUBLED. — (3 < .:: ULM .m APPROVED VAPOR BARRIER PPR VED P R HEADERS: 8502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL $E ....... ....... ..... WHERE REQUIRED1111111111111111111111111111 1m ULM .... 15* ASPH. FELT OR FRAMED WITH A HEADER AND TRIMMER JOISTS. WHERE THE HEADER JOIST SPAN DOES I I APPR .AIR BARRIER NOT EXCEED 4 FEET (1219 MM), THE HEADER JOIST SHALL BE A SINGLE MEMBER THE .. O R-21 INSULATION SAME SIZE AS THE FLOOR JOIST. SINGLE TRIMMER JOISTS SHALL BE USED TO CARRY A U) W U I NOM. EXT. SIDING SIN- GLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET (914 MM) OF THE TRIMMER r , Cn IH -M SEE ELEVATIONS D SUBFLOOR WHERE THE HEADER J015T SPAN EXCEEDS 4 FEET (12113 THE N7 W v 3/4" T ....:­LM�FnrFurFur NAI G. PLYWOO TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIE �HA 2x BOTTOM PLATE GLUED e LED T T THE F T FRAMING INTO THE HEADER CROSS SECTIONO SUPPOR E LOOK JOSS RA G O E E DER mn. N.m . ....... .. .... -m- -rur �Hr� M ... nr� �Hrn -Hrm .M.M. Urn nru �Fnr Fur -Hrn upff � �- Our Urn M.N. -Wm -Hr� �Wnrn M.N. wm H wr .m .M.w nm � ...... --Hr� ,Hrr wm -M, a < co -Hr� HENA V' IM — — —;:. - �..�. PR D R INSULATION . R 30J —mn.mn.BEARING PARTITIONS. 8502.4 JOISTS UNDER PARALLEL BEARING ^^ fnr� ..... .... ...... ... . Fur L.L .Ln '41H502149 -9:1:5m: ...rn.Mmg I T� T �T .. ... . PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD DOUBLE ^ E -m�..:.. :.: .... Z I..L ............ 1 1 JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED FLR. JSTS. PER PLAN TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH HD. l .........P.T. SILL PLATE SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL Uj >- E I I I _ _ _ ANCHOR BOLTS PER NG. THICKNESS SPACED NOT MORE THAN 4 FEET (1219 MM) ON CENTER BEARING � O .24 �4� - _ _ _ - =II1=1II—III PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM HD. —�rm .mn.Urn I, I I 1=1 I 1=1 I 1=1 I I a REINF. BARS — SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST 2 �J, E1 I 1=1 11=1 PER ENG'G GALGS�0 0� 0 _ STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE PRESCRIPTIVE T DOWNSPOUT III PATH METHOD OF THE IRC WAS NOT FOLLOWED IN THE DESIGN OF CHIS W 2 gyp. T IGHTL INE10, -III=III RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE H._ PROVIDED BY THE ENGINEER OF RECORD _ .�Wm...... 7 11 ET_ _ _ _ _ _ _ _ W kn 1 I I a ° .006 BLACK V15a, VA OR BARRIER z �... a. FOUNDATION DRAIN 4 ,ql- 3: — — — — — — — — — — — WASHED ROCK FILL ITYPJjNf' II O IHD. i/I 1 irm ..... � -M-�­. � ...... � ULF mn. � ...... .M, � ..... I .M. � .... � ...... I � ....... I � ....... I Uj I /JJ 1ULC —Urn 3: ..... NFL Fur Fur Urn .Hm. �� 1Furn. ­rwrM.M.M.M.M. nm ... wnrm H.7� mn H.m -rurm ... 1--rupur M­M.L .H.M..M.W .Hml ,rM.M.M.M.M.M. mn �LHLM. ULM ... — ... ULM I LULL. .......... I ... ... ... ... ... I �;tlli .. H.m nm '' � �'... 0 ... ... . R" y""' ��` . . ... ... "" �C. I .. ... ��. 1 A Z) II 1 SCALE: 1/211 - .I1-01;..... "I'll, "I'll "I'll= cn 1 11 1 1 Lwm ......:: ......:.....::.Hm ......Lm M.n. .... 0 cz M.n ff.n Lum .Lm Lm. 11 1Lm. ::.:. I _ ......H.m . N.M. ...LU ..:::. ... ... .M.N.m. J I HD.H.mLm.mn_.HmH.HL.HMM.n0 13'=6" SPAN (V.I.F.) = 5/12 — ....... .... .. .....:.. ..... ..... m ------------ — — — PITCH ROOF TRUSSES e 24" O.G. _ LU I --A T IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I Z U) _ — — 1I -------------Q—I� --+—-----I--�— —FurnrmflrffHrn.LHMLmn.N.mULU ULU.. 1rnr�.HmH.m�HmH.mmn.H.m_Hm .......... ......... . .... C .m z Urn11Urnffmn.mM.nA.mLM..HmH.nLm,N.mH.mULMLm.�HmH.m�LnmvULU�Hmlm.n�Hm.Hm N.mH.mmn.ULUW ...:ULU ....:.M.m .....m. m.M.nM.n-LULN .... . .... .: ... ..:. ....... I I APPROVED POSITIVE ...... ... ...... _.... ...... ...:... LIJ 1 1 I POST TO SEAM CONN. EXPAN510N TANK REQ. UJ/ PER ENG. CALC5 INSULATE WATER LINE5 R-3 FOR OL05 D PLUMBING Sl STEM 24'-0" SPAN -/IZ PITCH ROOF TRUSS S a 24" O.C. O GOLD R 41=08 NOT ICG R3 4 2 SHUT 01=1= VALV�rm Old En HENupffnr�ULU ULU Lum mn.0 .Hm Lnw N.M. �Hm ULU mn ,M. H.M, -Lnm ,M, ff.m ULU ULM mn. mn� H.n nm mn. mn, ULU H.� M.M.� Fur- WN M.M. U.M. ,Hrr0.:::nruD�Hrr T�WmSR CONN N I LI115 L UJAT1:ONNR=OIOf (D BMur��Lnmvmn. 1' IRS L€NTN H D. L� — — —�� I ... . .:.... I ....ur ......... ......... ....................... ROOF FRAMING PLAN © COPYRIGHT 2016 NORTHWEST HOME DESIGNING, INC. ATTIC VENTI-ATICN PROVIDE ATTIC 5PACE VENTILATION A5 PER IRC (1,010 Sol. Ft. x 1/150 = 1.14 5q. 1=t, VENT AREA REQ'D ) SCALE - 1/4 1'=O'' %4" X 22 GAUGE 5EI5MIG STRAP IN THE UPPERAND LOWER THIRDS. UJ/ MIN, Y4 X 2 LACE 5CR€UJ $ W,45H€R. 2 X 4 LEDGER ATTACHED TO 5TUD5 51')/4 X 4 LACE 5CR€UJ5 UJ/ UJ,45HER. (T1'PJ PLEX15LE GA5 CONN, ANCHOR WATER HEATER TO 5,45E — 5,45E TO FLOOR " RA15E PILOT LIGHT 18'' - A5OVE FIN, 1=LR, WATER HEATER SUFFORT TCC 8403.4.3) ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETEC FLOORS SHALL BE PLAGED ON A INGOMPRESSIBLE, INSULATED SURFACE WITH A MIN. THERMAL RESISTANCE OF R-10, CHECKED DRAWN BY DESIGN 1062 Z SHEET NumBER NOTE: While every attempt has 3 been made to assure the accuracy of these drawings, ALL 3 QF 6 INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference IC only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents HORIZ. LAP EXT, SIDING STONE VENEER WAINSCOT XTER10 VAT!" 12 ONS © COPYRIGHT 2009 NORTHWEST HOME DESIGNING, INC. 4 x 6 LOOK -OUT 2 x 4 BRACE e 45 DEG. 2 x 4 BACKER 5c;AL = 1/4 I1 - 11_011 _011 I x 2 TRIM ON 5/4 x 8 BARGE BD. SHINGLE SIDING 5/4x6 5/4x4 2 x 2 ATOP 5/4x4 5/4x6 CONT. METAL GUTTER ON 5/4 x 8 FASCIA BID - (o x ro w/ I x WRAP 4 D.6x6w/IXWRAP4 TAPERED STONE VENEER BASE w/ 3" CAST IN PLACE CONCRETE CAP RkraumT SIDS SMOKE ALARMS: 8314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. 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 LE55 THAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THI5 WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION 83143. LIGHT e VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 THAN S 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 LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: 83102.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 51 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 HEIGHT 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: 83122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 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: 1. 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 8312.22. HATCHES AND DOORS: N11022.4 (84022.4) ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHER5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 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 TOA HEIGHT OF NOT LE55 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: IRG 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 TUBS 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 1115 OR G 1215, USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PER- MITTED ON CEILINGS. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A GLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER. 87023.7.1 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. 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 co LON LL rn 0 co � M Z °° LOM N Z(0 Z °° o W U Dam J a UJ >- E F-- O O w D 'j>Z �z 0 Ujw iU) w r) OJ m Z U) F__z LU CD LU ry0 N CD CHECKED BOP DRAWN BY MJW DESIGN 1062 Z SHEET NUMBER 4 4 OF 6 a z .,. SMOKE ALARMS: 8314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. 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 LE55 THAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THI5 WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION 83143. LIGHT e VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 THAN S 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 LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: 83102.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 51 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 HEIGHT 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: 83122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 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: 1. 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 8312.22. HATCHES AND DOORS: N11022.4 (84022.4) ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHER5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 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 TOA HEIGHT OF NOT LE55 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: IRG 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 TUBS 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 1115 OR G 1215, USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PER- MITTED ON CEILINGS. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A GLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER. 87023.7.1 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. 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 co LON LL rn 0 co � M Z °° LOM N Z(0 Z °° o W U Dam J a UJ >- E F-- O O w D 'j>Z �z 0 Ujw iU) w r) OJ m Z U) F__z LU CD LU ry0 N CD CHECKED BOP DRAWN BY MJW DESIGN 1062 Z SHEET NUMBER 4 4 OF 6 a z © COPYRIGHT 2016 NOR 12 I 5AGKER x(0 2 x 4 5RAGE _ 45 ®EGRESS �5LE LINE 2 x 4 SACKER GA5LE 5RAGE DETAIL MFR TRUSSES 6 24" O.G. _ INSULATION BAFFLES TO MAINTAIN MIN. 1" AIR SPACE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R-49 INSUL. TYPE 'X' GWB bIVINU R 21 INSUL }4i 'LY " TYPE.:: z�T...ECtND ELtC 4 OVERHANG 'ERTY LINE SCALE . N.T.S. ,4 FIEi f 1 ...51 ... C�E1 RIC.: ONE DOUR GYPSUM W,4LL5cAR1)&'� `PSUM 5HE,4THING, IIJOO® STU®S EIRE 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: l Psf STUDS WITH 6D COATED NAILS, 11/6" LONG, 0.0915" SHANK, 1/4" HEADS, 7 O.G. FIRE TEST: SEE WP 3510 (LOAD BEARING) (UL 83501-41,-48, 9-11-65 UL DESIGN U309, UL R13113-1213,1-22-10 UL DESIGN U314) 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 AN51/TPI 1. THE TRU55 DE51GN 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 8106.1. 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 TRU55 DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICES, SUCH AS, THE 55CA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 8905.2.1 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: 80023 FRAMING DETAILS. RAFTERS SHALL BE FRAMED NOT MORE THAN II/2-INCHE5 (30 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 LE55 THAN I -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 NIP 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 15 LESS THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25 -PERCENT SLOPE), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING J015T5, SUCH AS RIDGE BEAMS, HIPS AND VALLEYS, SHALL BE DESIGNED AS BEAMS. RAFTER OPENINGS: IRC 8802.9 OPENINGS IN ROOF 4 CEILING FRAMING 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 51ZE AS THE CEILING JOIST OR RAFTER WHEN THE HEADER J015T SPAN EXCEEDS 4', THE TRIMMER J015T AND HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CRO55 SECTION TO SUPPORT THE CEILING J015T5 OR RAFTER FRAMING INTO THE HEADER 8903.2.1 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 SAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LE55 THAN 0.019 INCH (0.5 MM) (NO. 2(o GALVANIZED SHEET). 8703.4 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 HAMA 114. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLA5H- ING5 SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 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' 5 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 A5 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: R1032 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER-RE515TIVE 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 LE55 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 15 NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS, NOTE: co LON LL LLI O Z F H LLI i 0 z U rZ) V ) w 0 Mj W U) Z rW V LW ry CHECKED RW Q DRAWN BY 1 DESIGN 1062 HEET NUMBERI While every attempt has been made to assure the accuracy of these drawings, ALL 5 5 OF 6 INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference 311 only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents ,4RCH1-COMP. ,461=k4LT ROOFING 15®'fix. FELT 1/2'' COX 5PEATPINGx —R00F E3UIL1)=UP ROOF M1=M5 RS '@ 2 " O.C. \ ....4IN5UTIN 12 �::] 5 ;. ... -2xTP PT STU fro O.C. 1 " euj5III-H WIN 2.: x �0"1T TE TYP. EXT. WALL BUIL®-UP EXT. 5IDING ,41R/V,4P0R 5ARRIER 1/2" COX 5NT'G. 2=2x(c TOP PL,4TE5 2 x (o 5TUID5 a 16" O.C. R-21 IN5UL,4TION 1/2" GLU5 2 x (o SOT PLATE 5ULDING SECTION OO COPYRIGHT 2016 NORTHWEST HOME DESIGNING, INC. SCALE I/q". 11=01 15# A5PH. FELT OR APRV'D AIR BARRIER I" NOM. EXT. 51DING SEE ELEVATION5 APRV'D RIM METAL FLA5H'G 4" GONG. SLAB 1 a W.P. MEMBRANE STUB OUT #4 BAR x 15" @ 24" O.G. REINF. BARS PER ENG'G CALC5 FOUNDATION DRAIN WA5HED ROCK FILL (TYP) 2x STUD5 R-21 INSULATION BASEBOARD 3/4" T.G. PLYWOOD SUBFLOOR GLUED S NAILED FLR J5T5. PER PLAN 2x P.T. SILL PLATE APPROVED ANCHOR BOLTS PER ENG'5. CALC5. -00(0 BLACK V150. VAPOR BARRIER PORCH SLAB DETAIL 11 t:::5 5CALE- 3/411 - 11=0 F15 SOLID BLOCKING Z BOT. OF BEAM GONG. PAD — ° PER ENG. FLR, J5T5, PER PLAN R-30 INSULATION 3/4" t 8G PLYWOOD 5U5FLOOR GLUED 8 NAILED 4x BEAM 2x GU55ET5 P. T. POST ANCHOR POSTS AGAINST LATERAL MOVEMENT PER ENG'5. CALC5. .006 BLACK VISQ. VAPOR BARRIER .. ............................ R3037 ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL : BE PROVIDED WITH A MEANS TO ILLUMINATETHESTAIRS, .RIP INCLUDING THE LANDINGS AND TREADS TO A LEVEL NOT LESS THAN I FOOL -CANDLE (11 LUX) MEASURED AT THE ...... CENTER OF THE TREADS AND LANDINGS. GWB (TYPE "X") CONT. HANDRAIL 34"-38" ABOVE 2x STUDS TREAD NOSING ON STAIRS WITH 4 OR MORE RISERS. R-21 INSULATION 2x STUDS 16" O.G. R- .?..INSLATION ......:.:::. EXT. FIN. PER ELEV. Z 2x BASE PLATE 4"GLhl"WOQ® UBFLOOR 15# FELT 2x RIM JOISTS LUBD IAI ED R311.7h THERE SHALL BE 4" GONG, SLAB ON 6 MIL = A FLOOR OR LANDING AT V15QUEEN VAPOR BARRIER EXPANSION JOINT ..:.. ....... JOISTS PER PLAN THE TOP AND BOTTOM OF 1/2 SHEATHING - EACH STAIRWAY. THE MIN. 4" COMPACT GRUSHED ROCK 4" GONG, 5LAB ON 6 MILWIDTH PERPENDICULAR 5,45E V15QUEEN VAPOR BARRIER TO THE DIRECTION OF TRAVEL SHALL BE NO —\\\ A: FLR. JSTS. PER PLAN 1x RISERS z LESS THAN THE WIDTH OF $ THE FLIGHT SERVED. 2x P.T. SILL PLATE 2x TREADS 1�ii M AT EA. STRINGER APPROVED ANCHOR BOLTS I MTL. FRAMING ANCHORS RE NR BARS PER ENG'5. CALC5. X 2x12 CARRIAGE NOTE: VERIFY ANCHOR BOLT 51ZE & 5PACING AND REBAR PER ENG'G CALGS �[ -a D06 BLACK V15Q. VAPOR BARRIER SURFACE USEABLE SPAGE • ° �. «° 51ZE $ 5PAGING WITH ENGINEER GALL 5. _ BELOW STAIR W/ 5/a" TYPE °x" GW.B FTG DRAIN IN RE INF, BARS WASHED ROCK FILL (TYP.) PER ENG'G CALC5 2x TOE PLATE NOSING MIN. 3/4" 8311.7.1 STAIRWAYS SHALL NOT BE LESS THAN 36 NOSING MAX. 1 1/4" INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. 5TEM WAREA 5EF. IDETAIL S CON5TRUCTION DETAIL —( D - (E) II 11=011 1) SCALE: 3/41' - 11=011 NT5. 51MILAR) 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 CHECKED DRAWN BY MJW DESIGN 1062 Z SHEET NUMBER 6 6 OF 6