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0000.0017 RL-1318-AC_10612_PALISADES Lot 2NORTHWE5T NOME DE51GNING, INC. CONSTRUCTION DOCUMENT LICEN5E 1. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE, WHICH IS PART OF THE PRICE YOU PAID FOR THIS PRODUCT, NORTHWEST HOME DESIGNING, INC., AS LICENSOR, GRANTS YOU, THE LICENSEE, A NONEXCLUSIVE RIGHT OF USE FOR THE PURPOSE OF CONSTRUCTING ONE STRUCTURE FROM THESE DOCUMENTS. NHD RESERVES ALL RIGHTS NOT EXPRESSLY GRANTED TO THE LICENSEE. 2. OWNERSHIP OF TECHNICAL DRAWINGS: NPD RETAINS THE TITLE 11 USC RIGHTS AND OWNERSHIP OF THESE CONSTRUCTION DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE "WORK''REGARDLESS OF THE FORM OF THE ORIGINAL AND/OR OTHER COPIES. TP15 IS NOT A SALE OF ORIGINAL DOCUMENTS WHATSOEVER. 3. COPY RESTRICTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS ARE COPYRIGHTED. UNAUTHORIZED COPYING OF THESE DOCUMENTS IS EXPRESSLY FORBIDDEN. YOU MAY BE PELD LEGALLY RESPONSIBLE FOR ANY COPYRIGHT INFRINGEMENT THAT IS CAUSED OR ENCOURAGED BY YOUR FAILURE TO ABIDE BY THE TERMS OF TRIS AGREEMENT. 4. TRANSFER RESTRICTIONS: THESE TECHNICAL DRAWINGS A8E 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: TP15 AGREEMENT IS GOVERNED BY THE LAWS OF THE STATE OF WASHINGTON. NEITHER NH DNO ANYONE ELSE WHO IS INVOLVED IN THE CREATION PRODUCTION, OR DELIVERY OF TP15 PRODUCT SHALL BE LIABLE FOR ANY DIRECT OR INDIRECT CONSEQUENTIAL, OR INCIDENTAL DAMAGES. VIOLATION OF THE TERMS OF TP15 AGREEMENT ARE SUBJECT TOA MINIMUM FIFTY THOUSAND (e0,000.00) DOLLAR PENALTY. SHOULD YOU DAVE ANY QUESTIONS CONCERNING TRIS AGREEMENT, OR IF YOU DESIRE TO CONTACT NPD FOR ANY REASON, PLEASE WRITE US AT: NPD MARKETING DIVISION: P.O. BOX 88103., STEILACOOM, W,41303&0 OR CALL (253) 584-6309. IMPORTANT NOTICE: THE PLAN YOU ARE RECEIVING IS DESIGNED TO BE SOLD THROUGHOUT MANY JURISDICTIONS AND BUILDING CODES WHICH ARE FOUND IN THE UNITED STATES. AS THESE JURISDICTIONS AND REQUIREMENTS MAY VARY, THESE PLANS WERE DESIGNED TO THE 2015 INTERNATIONAL RESIDENTIAL 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 PURCHASER MUST ENSURE THAT THE PLANS COMPLY WITH ALL LOCAL, AS WELL AS NATIONAL BUILDING CODES AND REQUIREMENTS, WHICH ARE APPLICABLE FOR THE SPECIFIC SITE AND STRUCTURAL ENGINEERING REQUIREMENTS. BEFORE BEGINNING CONSTRUCTION, PURCHASER MUST HAVE PLANS REVIEWED BY A LICENCED STRUCTURAL ENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS, AND DATA (INCLUDING HIS OR HER LICENSEE "STAMP") WHICH WILL BE SUBMITTED (WHERE REQUIRED) WITH THESE DRAWINGS AND SPECIFICATIONS TO THE LOCAL BUILDING OFFICIALS. FAILURE TO DO THIS RENDERS THESE DOCUMENTS LEGALLY INVALID AND ABSOLVES NHD OF ANY LIABILITY (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE DAMAGES. APPROVED PLANS: IRC 106.3.1 APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, THE CONSTRUCTION DOCUMENTS SMALL BE APPROVED IN WRITING OR BY A STAMP WHICH STATES "REVIEWED FOR CODE COMPLIANCE." ONE SET OF CONSTRUCTION DOCUMENTS SO REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL, THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR HIS 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 IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFI- CATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPPABETIGAL LET= TERS. NUMBERS SMALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS 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, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS 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 RECEPTACLES SHALL BE GROUNDED TYPE. RECEPTACLES LOCATED IN KITCHENS AND BATHS SHALL BE INSTALLED ABOVE THE WORK TOP, OTHER RECEPTACLES SHALL BE INSTALLED AT 12" VERTICALLY ABOVE THE FLOOR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WALL SWITCHES: WALL SWITCHES SHALL BE INSTALLED 42" ABOVE THE FLOOR, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. M1305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SPALL BE ACCESSIBLE FOR INSPEC- 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, SI=R- 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: M1301.3 ELEVATION OF IGNITION SOURCE. APPLIANCES PAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN IS INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF TP15 SECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITP A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M130-13.1 PROTECTION FROM IMPACT. APPLIANGES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES 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. 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 HOOD: M1505.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF 0.0151 -INCH (0.3950 MM) (NO. 2& GAUGE) WITH 1/4 INCL (6.4 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 L€AST AS WIDE AS THE BROILER UNIT, EXTEND OVER THE ENTIRE UNIT, DISCHARGE TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL INFILTRATION/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. EXHAUST OPENINGS: M1506.3 EXHAUST OPENINGS. AIR EXHAUST OPENINGS SHALL TER- MINATE NOT LESS THAN 3 FEET (914 MM) FROM PROPERTY LINES± 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 SHALL COMPLY WITH SECTIONS 8303.5.2 AND 8303.6. EXHAUST DUCTING: M1503.1 GENERAL. RANGE HOODS SHALL DISCHARGE TO THE OUT- DOORS THROUGH A DUCT. THE DUCT SERVING THE HOOD SHALL PAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR TIGHT, SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER AND SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. DUCTS SERVING RANGE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR AREAS INSIDE THE BUILDING. HEATING: IRC 8303.9 EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING 2015 ENERGY CODE REQUIREMENTS 11. SMALL DWELLING UNIT; ........................ 1.5 CREDITS DWELLING UNITS LESS THAN 1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA BUT LESS THAN 1500 S QUARE FEET. 2. MEDIUM DWELLING UNIT :.................. 3.5 CREDITS ALL DWELLING UNITS TPAT ARE NOT INCLUDED IN #I 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 AREA. EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 CREDITS. 3C HIGH EFFICIENCY HVAC EQUIPMENT3C: 2.0 CLOSED-LOOP GROUND SOURCE HEAT PUMP± WITH A MINIMUM COP 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 4. ADDITIONS LESS THAN 500 SQUARE FEET:. 0.5 CREDITS THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY 4 WHICH OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF WHETHER SEPARATE MECHANICAL, PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED FOR THE PROJECT, TADLE 4062 ENERGY CREDITS (DE5I15) OPTION DESCRIPTION CREDIT(S) FACILITIES CAPABLE OF MAINTAINING A MIN. ROOM TEMPERATURE OF. 68° F AT A IA EFFICIENT BUILDING ENVELOPE IA: POINT 3' ABOVE THE FLOOR AND 2' FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING AT THE DESIGN TEMPERATURE. MODIFICATIONS: FENESTRATION U.= 0.28 HEATING TYPE: HEATING TYPE AND FUEL SMALL BE SELECTED BY THE OWNER. ALL FLOOR R-38 WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB AND INSTALLED TO LISTED SPECIFICATIONS. BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR FIBEBLOCKING. R302.11 FIBEBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKINC COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL UA BY 5%. SHALL BE PROVIDED TO GUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORMAN EFFECTIVE FIRE BARRIER BETWEEN, IB EFFICIENT BUILDING ENVELOPE IB: STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: MODIFICATIONS: I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED FENESTRATION U 0.25 SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: WALL R-21 PLUS R-4 1.1 VERTICALLY AT THE CEILING AND FLOOR LEVELS. FLOOR R=30 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3045 MM). BASEMENT WALL R-21 INT PLUS R-5 Cl 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SLAB ON GRADE R-10 PERIMETER AND LINDEN ENTIRE SLAB SPACES SUCH AS OCCUR AT SOFFITS DROP CEILINGS AND COVE CEILINGS BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF OR THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL UA BY 15%. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE IG EFFICIENT BUILDING ENVELOPE IG: PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.' THE MATERIAL FILLING THIS PRESCRIPTIVE COMPLIANCE IS 5,45ED ON TABLE 8402.1.1 WITH THE FOLLOWING ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 13 REQUIREMENTS. MODIFICATIONS: 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION 81003.19. FENESTRATION U .= 0.22 6, FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS 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 Cl FLOOR R=38 BASEMENT WALL R-21 INT PLUS R-12 Cl SLAB ON GRADE R-10 FERIM€TER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL UA BY 30%. rr a r W-01 ID' EFFICIENT BUILDING ENVELOPE ID: 0.5 PERSCRIPTIVE COMPLIANCE BASED ON SECTION R402.1.4 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=0.24 2A AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2A: 0.5 HIGH EFFICIENCY HVAC EQUIPMENT 3D: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP SYSTEM 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 SMALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 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 DUCTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS 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 TENSIONING TOOL. DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED TOA MINIMUM OF R-8. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN aO% IS NOT PERMITTED UNDER THIS OPTION. TO QUALIFY TO CLAIM THIS 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 SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. 5B EFFICIENT WATER HEATING 55: 1.0 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.74 OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3C. OR FOR R-2 OCCUPANCY, A CENTRAL PEAT PUMP WATER HEATER WITH AN EF GREATER THAN 2.0 THAT WOULD SUPPLY DHW TO ALL THE UNITS THROUGH A CENTRAL WATER LOOP INSULATED WITH R-5 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 5C EFFICIENT WATER HEATING 5C: 1.5 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.82 OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR COMPLIANCE BASED ON 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 55 THERMS OR 2000 KWH AIR CHANGES PER HOUR MAXIMUM BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL AND PERFORMANCE OF 06-300 CERTIFIED SOLAR WATER HEATING SYSTEMS ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1501.3 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 (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN VENTILATION STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM. HEATERS OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3C, TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER NEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, 25 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 25: 1.0 THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. O M z (0 Em Iql 00 MLO Q .�M Z Lo Z 00 ooM 00 LLI < COMPLIANCE BASED ON SECTION 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER POUR MAXIMUM 5D EFFICIENT WATER HEATING 5D: 0.5 AND A DRAIN DATER PEAT RECOVER' UNITS) SHALL BE INSTALLED, WHICH CAPTURES WASTE ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1501.3 OF WATER PEAT FROM ALL THE SHOWERS, AND HAS A MINIMUM EFFICIENCY OF 40% IF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITP A PEAT RECOVERY INSTALLED FOR EQUAL FLOW OR A MINIMUM EFFICIENCY OF 52% IF INSTALLED FOR VENTILATION SYSTEM WITH MINIMUM 5EN515LE.PEAT RECOVERY EFFICIENCY OF 0.10. UNEQUAL FLOW. SUGH UNITS SHALL BE RATED IN ACCORDANCE CSA 555.1 AND BE SO TO QUALIFY TO CLAIM TP15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY LABELED. THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL INCLUDE A LEAKAGE AND SHALL SHOW THE PEAT RECOVERY VENTILATION SYSTEM. PLUMBING DIAGRAM THAT SPECIFIED THE DRAIN WATER PEAT RECOVERY UNITS AND THE PLUMBING LAYOUT NEEDED TO INSTALL IT AND LABELS OR OTHER DOCUMENTATION 2G AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2C: 1.5 SMALL BE PROVIDED THAT DEMONSTRATES THAT THE UNIT COMPLIES WITH THE COMPLIANCE BASED ON SECTION 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE STANDARD. CHECKED TO 1.5 AIR CHANGES PER POUR MAXIMUM AND RENEWABLE ELECTRIC ENERGY: 0.5 N H D ALL WHOLE POUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M15013 OF FOR EACP 1200 KWP OF ELECTRICAL GENERATION PROVIDED ANNUALLY BY ON-SITE DRAWN BY THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITP A PEAT RECOVERY WIND OR SOLAR EQUIPMENT A 0.5 CREDIT SHALL BE ALLOWED, UP TO 3 CREDITS. VENTILATION SYSTEM WITH MINIMUM SENSIBLE PEAT RECOVERY EFFICIENCY OF 0.85, GENERATION SHALL BE CALCULATED AS FOLLOWS: N H D DESIGN TO QUALIFY TO CLAIM TP15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SMALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE PEAT RECOVERY VENTILATION SYSTEM. FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET TP15 REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR C-1 PVWATTS. DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS. 3A PIGH EFFICIENCY PVAC EQUIPMENT 3A: 1.0 FOR WIND GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR GENERATION BASED ON THE FOLLOWING FACTORS: SHEET NUMBER GAS, PROPANE OR OILED FIRE BOILER WITH MINIMUM AFUE OF 92% TO QUALIFY TO CLAIM TPIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE WIND TURBINE POWER CURVE:, AVERAGE ANNUAL WIND SPEED AT THE SITE: THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE SIT€ AND HEIGHT OF THE TOWER. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR WIND TURBINE 38 PIGH EFFICIENCY PVAC EQUIPMENT 38 AIR -SOURCE PEAT PUMP WITH 1.0 EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCESS, AND INCLUDE MINIMUM PSPF OF 8.5 TO QUALIFY TO CLAIM TP15 CREDIT, THE BUILDING PERMIT A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. rl=O 1 DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. IC z 1 1 F 1 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). (001-0 11 EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CON5TRUCTION, 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 50 ,45 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. 2 3 1/2" W -O" 15'-8 1/2" FOUNDATION WALL 51ZE: 8404.1.52 CONCRETE WALL THICKNESS. THE THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL t0 OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. 11'=1 1/4" 1O'=1 1/2" 22'=2" 11'=1 1/4" 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 APPROVED 6 x 6 POST BASE 8 WITH THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON GONG. FTG. PER ENG. GALLG5. 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- DIAMETER (12.1 MM) ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1829 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR 5TRAP5 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 4" GONG. 5LA5 W/ - PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THICKENED EDGE STUB 04 f 3AR5 OUT 18" INTO GONG. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE ' 'a 24" O.0 TYP, Q ALL 5LAB5 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 D 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. 7. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRS R311.1(4) ENDS OF WOOD G RDERS 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, IFOUNDATION: 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 J I 4" THK. GONG. SLAB ON .006 VISQUEEN I I SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH OR ENGINEERED d I I CONT. 8 THKN'D_FTGS. _ VAPOR BARRIER COMPACTED FILL BELOW FROST DEPTH. IN AREAS NOT SUBJECTED t0 FREEZING, PER ENG6_GALG5. J SAND/GRAVEL BASE x/ R-10 x 24° I FOOTINGS SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. a 5LAB PERIMETER. I I I 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 84022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR S -SHEETS. FILL: FILL UNDER GROUND -SUPPORTED SLABS 5HR403.1.1 8406.1 — I ALL BE A MINIMUM OF 4" COMPACTED SAND OR GRAVEL. — SEISMIC REINFORCING: R403.13 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, Dl AND D2, AS ESTABLISHED IN TABLE R301.20U, SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) J CLEAR FROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES I (P 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 6. VERTICAL BAR SHALL EXTEND TO 3 INCHES (16 MM) CLEAR OF THE BOTTOM OF THE FOOTING, HAVE A STANDARD HOOK AND EXTEND A dr I I I I MINIMUM OF 14 INCHES (351 MM) INTO THE STEM WALL. FOUNDATION FOOTING DEPTH: IRC 8403.1.4 ALL EXTERIOR FOOTINGS SHALL CRAWL SPACE I � BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND SURFACE. WHERE IS" MIN. W/ 6 MIL (BLACK) I APPLICABLE, THE DEPTH OF FOOTINGS SHALL AL50 CONFORM WITH FR05T - I I I VISA. VAPOR BARRIER TYP. I AND SEISMIC CONDITIONS. 8403.1.4.1 - R403.1.42 12'- O" 19' O" 11" 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 r PROJECTION FOR FIREPLACES SHALL BE IN ACCORDANCE WITH SECTION VISLLSLAB GI oO I I RI0012. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE 4" CONC, SLAB I I BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN 4" COMP. SAND / GRAVEL BASE ACCORDANCE WITH TABLE 8401.4.1. FOOTINGS FOR WOOD FOUNDATIONS SLOPE SLAB TOWARD DOOR g' I SHALL BE IN AGGORDANGE WITH THE DETAILS SET FORTH IN SECTION • I 84032, AND FIGURES R403.1(2) AND 8403.1(3). FOUNDATION WALL DAMP -PROOFING: 8406.1 CONCRETE AND MASONRY cel I s I = I FOUNDATION DAMPPROOFING. c� EXCEPT WHERE REQUIRED BY SECTION 84062 t0 BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES ' I AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER II 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 3/8 INCH (9.5 MM) PORTLAND GEMENT PARG- - — — — — — — — ING APPLIED t0 THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: „ I I. BITUMINOUS COATING. L (2) #4 BARS CONT, IN FTG. = 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED `4 GEMENT. 1.z ,� DOOR OPENING I 3. ONE -EIGHTH -INCH (3.2 MM) GOAT OF SURFACE -BONDING GEMENT EDGE OFAPPROVED COMPLYING WITH ASTM C 881. • SLAB a. I a x 8 FO5T5ASE 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 8406.2. & FOOTING CONN. 5. OTHER APPROVED METHODS OR MATERIALS. AS PER ENG'G. CALCS. 8'-3" O.C. 1'-9" 1'-1 1/2" fro' -3" O.C. 1'-1 1/2" 12'-0" 19140" 9'- (5'=g 11' -(Oil ATION AN © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. FROVIDE CRAWL 5FACE VENTILATION FER IRC «5(o 5q_ Ft_ x 1/150= 3.11 5q. Ft_ VENT AREA 'D) 5c;AL -- 1/4''- 1'_011 _0II 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 C:) Cie) M Z (.0 Iql00 MLO M ZLO IN ZcO E (300M � yCO C6 WQ� 0 � ami LU 2 �Oo =Qz J LLI� 00 �o 00 ox C) Om Z b CHECKED DRAWN BY DESIGN RL131 AC SHEET NUMBER 1 1 OF 7 M.5.11509-2 BASEMENT PLAN, © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. 5cAL e I/4 11 - 11_011 _011 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 EXHAUSED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM 5ATHROOM5 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 M1501.3.3. SYSTEM DESIGN M15013.1. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CON515T OF ONE OR MORE SUPPLY OR EXHAUST FANS, ORA COMBINATION OF SUCH, AND A550CIATED 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. M15013.2 THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. MECHANICAL VENTILATION RATE. M1501.3.3 THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LE55 THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M501330), DUCT WORK: SEALING: ALL DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED A5 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 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 90 DEGREES (1.51 RAD). THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 15 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. EGIRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, 8311.3 FLOORS AND LAND ING5 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 LE55 THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS 5HALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). GARAGE/DWELLING DOOR: R302.5.1 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 5HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 1 3/5 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/5 INCHES (35 MM) THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE. R308.42 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 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 CLOSED POSITION. 2. WHERE THE GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CL05ED P051TION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR. 8302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE 5HALL BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5. ATTACHMENT OF GYPSUM BOARD 5HALL COMPLY WITH TABLE 8702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 5HALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE i,302.G IDWELLING=GARAGE 5EFARATION FROM THE RESIDENCE AND ATTICS: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE 51DE FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT 5TRUCTURE(5) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LESS 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 THIS AREA IECC-8404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LE55 THAN 15 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES 5HALL BE HIGH -EFFICACY LAMP5 OR NOT LE55 THAN 15 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMP5. UPC 608.2 FOR WATER PRE55URE HIGHER THAN 80 PSI AN APPROVED PRESSURE 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 CY)M Z � 00 MLO (3 M Z `O N %%wool, LLI 2O Z F H LLI i 0 z M 0 rM MW W x 0 co O I..L E O U Cn M ^ n 0 E O Z Z CHECKED NHD DUWN BY MJW DESIGN RL1 31 E AC SHEET 2 2 OF 7 ' SOLID BLc Z_ BOT. OF BEAM � Z I al 1: °1 h I I :1 I ,:I I. :I I.� I I. ..I I<7 I: 1 I :I I'. •I I ..I L..:i f _:I I••:I I ::I 11 TD. EM. I:^ l f;f I.` ^ I f.:°I Lia- .I I. L 6X6 P.T. POST W/ FAPPROVED POSITIVE POST TO BEAM CONN. TYP. 2 x 0 P.T. LEDGER 4 APPROVED HANGERS. ATTACH PER ENG. CALCS. --_ -- --- -- -- --- —� ------ --- -- —fir ---- --- -- -- -- II II � � II II I II II I II II I II U II p II I II II I II � II I II — II I II R II I II � II I II � II I H)�R 11 cn I I I II II I I I � I �J civ L---- X cv L I I I -- — — — — ;— --_ f.., r.. I v I I IJ•... 1 I; I �— L—T IS" I 11N. W 6 M L (B ACK 1 i 1 14 rl VISQ VAP R B RRIE R TY . I DBL. Ij `I I I � 1\ II �i II �i / II �i / II —/ II i—.JI —/ •41 / 11 .1 FIRST FLOOR FRAMING: Ij T P TD. EM. U DBL. II;" O ca AL II IL 0 x N 2 x 0 P.T. LEDGER 4 APPROVED HANGERS. ATTACH PER ENG. CALCS. --_ -- --- -- -- --- —� ------ --- -- —fir ---- --- -- -- -- II II � � II II I II II I II II I II U II p II I II II I II � II I II — II I II R II I II � II I II � II I H)�R 11 cn I I I II II I I I � I �J civ L---- X cv L I I I -- — — — — ;— --_ f.., r.. I v I I IJ•... 1 I; I �— L—T IS" I 11N. W 6 M L (B ACK 1 i 1 14 rl VISQ VAP R B RRIE R TY . I DBL. Ij `I I I � 1\ II �i II �i / II �i / II —/ II i—.JI —/ •41 / 11 .1 FIRST FLOOR FRAMING: F F —1 F L L —1 L — —1 i- 3 CON(;. FTG. 4 A PRO ED T05T 5A5E AS FER E G'S ALG . TYF'. I.. l., 6' I:' I" j. -I __T r I: It I [ :f 4" GONG. SLAB W/ J is 3— —THICKENED EDGE J >— � I [ "I I :7 I: I I:` 1 S x S POSTBASE FOOTING CONN. AN © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. FLR JSTS. PER PLAN R-30 INSULATION 3/4" T.4G. PLYWOOD SUBFLOOR GLUED 4 NAILED 4x BEAM 2x GUSSETS P.T. POST ANCHOR POSTS AGAINST LATERAL CONC. PAD MOVEMENT PER ENGS '. CALCS 006 BLACK VISQ. VAPOR BARRIER IPER ENG. GIR"W"ER DETAIL i : 1/211 _ jl II -@ 2x STUDS a 16" O.G. P.T. SILL PLATE 8 ANCHOR BOLTS PER ENG. 4" COMPACT CRUSHED ROCK BASE M ON SCALE . 1/4 = 1'= 011 4" GONG. SLAB ON 6 MIL V15QUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE R-10 PERIMETER SLAB INSULATION NOTE: VERIFY ANCHOR BOLT SIZE 4 SPACING AND REBAR SIZE 4 SPACING WITH ENGINEER CALCS. 15#.A5PH• FELT OR APPR .AIR BARRIER 1'NOM. EXT. SIDING SEE ELEVATIONS 2x6 BOTTOM PLATE APRV'D RIM MAINTAIN 1" AIR SPACE CONC. FOUNDATION WALL (SIZE $ REBAR CONFIG. PER ENG'G CALCS. FOOTING DRAIN 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 311.1(3) 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: 8311.1.4 WOOD COLUMNS, WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. 84013 STRUCTURAL REQUIREMENTS. THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT At THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES. PLYWOOD SUB FLOORING 8503.1 SHALL BE 3/4" TAG. CDX OR 11/16" OSB (GLUED 4 NAILED). NAILING SHALL BE 10D a 6" O.G. ALONG PANEL EDGES, AND 12" O.G. 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.G. ALONG PANEL EDGES, AND 12" O.G. IN FIELD, SPAN INDEX SHALL BE 24/0. STAGGER END LAPS. FLOOR FRAMING: 8502.6 BEARING, THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES (38 MM) OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (16 MM) ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A I -INCH -5Y -4 -INCH (25.4 MM BY 102 MM) RIBBON STRIP AND NAILED t0 THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. 8502.6.1 FLOOR SYSTEMS. JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHES (7(o MM) AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE IOD FACE NAILS.AWOOD OR METAL SPLICE WITH STRENGTH EQUAL t0 OR GREATER THAN THAT PROVIDED BY THE NAILED LAP IS PERMITTED. BEARING PARTITIONS: 8502.4 JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 FEET 0219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR t0 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 86023.2 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: 8602.6 MAY NOT EXCEED 25`o IN BEARING OR EXTERIOR WALLS, MAY NOT EXCEED 40`o IN NON-BEARING WALLS. BORED HOLES: MAY NOT EXCEED 40% WITH A 5/8" TO EDGE OF STUD, EXCEPT UP TO 60% IF STUD IS DOUBLED. HEADERS: 8502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SMALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHERE THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET (1219 MM), THE HEADER JOIST SMALL 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 JOIST BEARING, WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET (1219 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, SIZED t0 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 DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. R-21 INSULATION R-30 INSULATION 3/4" TAG. PLYWOOD SUBFLOOR GLUED 4 NAILED FLR. JSTS. PER PLAN P.T. SILL PLATE 4 ANCHOR BOLTS PER ENG. R-21 INSULATION APPROVED VAPOR BARRIER 2x6 STUDS a 16" O.C. P.T. BOTTOM PLATE BASEMENT SLAB R-10 X 24" RIGID INSUL. BE). ,@ SLAB PERIMETER (TYP.) SLAB ON GRADE PORCH DETAIL �?7P.5A5EMENT CONFIG. sC_L_ 1/211 , „0�� STs,� 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 Q0 00 MLO M Z LO N 00 Zcx) E �M � y00 Cn C: WQ� 0 � ami LU 2 �Oo =Qz UjJ yr LU �co o 00 �O 0m zp a CHECKED DRAWN BY DESIGN RL1 31 AC SHEET NUMBER k33 OF 7 Ij T X 1 DBL. II;" F F —1 F L L —1 L — —1 i- 3 CON(;. FTG. 4 A PRO ED T05T 5A5E AS FER E G'S ALG . TYF'. I.. l., 6' I:' I" j. -I __T r I: It I [ :f 4" GONG. SLAB W/ J is 3— —THICKENED EDGE J >— � I [ "I I :7 I: I I:` 1 S x S POSTBASE FOOTING CONN. AN © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. FLR JSTS. PER PLAN R-30 INSULATION 3/4" T.4G. PLYWOOD SUBFLOOR GLUED 4 NAILED 4x BEAM 2x GUSSETS P.T. POST ANCHOR POSTS AGAINST LATERAL CONC. PAD MOVEMENT PER ENGS '. CALCS 006 BLACK VISQ. VAPOR BARRIER IPER ENG. GIR"W"ER DETAIL i : 1/211 _ jl II -@ 2x STUDS a 16" O.G. P.T. SILL PLATE 8 ANCHOR BOLTS PER ENG. 4" COMPACT CRUSHED ROCK BASE M ON SCALE . 1/4 = 1'= 011 4" GONG. SLAB ON 6 MIL V15QUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE R-10 PERIMETER SLAB INSULATION NOTE: VERIFY ANCHOR BOLT SIZE 4 SPACING AND REBAR SIZE 4 SPACING WITH ENGINEER CALCS. 15#.A5PH• FELT OR APPR .AIR BARRIER 1'NOM. EXT. SIDING SEE ELEVATIONS 2x6 BOTTOM PLATE APRV'D RIM MAINTAIN 1" AIR SPACE CONC. FOUNDATION WALL (SIZE $ REBAR CONFIG. PER ENG'G CALCS. FOOTING DRAIN 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 311.1(3) 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: 8311.1.4 WOOD COLUMNS, WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. 84013 STRUCTURAL REQUIREMENTS. THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT At THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES. PLYWOOD SUB FLOORING 8503.1 SHALL BE 3/4" TAG. CDX OR 11/16" OSB (GLUED 4 NAILED). NAILING SHALL BE 10D a 6" O.G. ALONG PANEL EDGES, AND 12" O.G. 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.G. ALONG PANEL EDGES, AND 12" O.G. IN FIELD, SPAN INDEX SHALL BE 24/0. STAGGER END LAPS. FLOOR FRAMING: 8502.6 BEARING, THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES (38 MM) OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (16 MM) ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A I -INCH -5Y -4 -INCH (25.4 MM BY 102 MM) RIBBON STRIP AND NAILED t0 THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. 8502.6.1 FLOOR SYSTEMS. JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHES (7(o MM) AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE IOD FACE NAILS.AWOOD OR METAL SPLICE WITH STRENGTH EQUAL t0 OR GREATER THAN THAT PROVIDED BY THE NAILED LAP IS PERMITTED. BEARING PARTITIONS: 8502.4 JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 FEET 0219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR t0 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 86023.2 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: 8602.6 MAY NOT EXCEED 25`o IN BEARING OR EXTERIOR WALLS, MAY NOT EXCEED 40`o IN NON-BEARING WALLS. BORED HOLES: MAY NOT EXCEED 40% WITH A 5/8" TO EDGE OF STUD, EXCEPT UP TO 60% IF STUD IS DOUBLED. HEADERS: 8502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SMALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHERE THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET (1219 MM), THE HEADER JOIST SMALL 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 JOIST BEARING, WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET (1219 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, SIZED t0 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 DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. R-21 INSULATION R-30 INSULATION 3/4" TAG. PLYWOOD SUBFLOOR GLUED 4 NAILED FLR. JSTS. PER PLAN P.T. SILL PLATE 4 ANCHOR BOLTS PER ENG. R-21 INSULATION APPROVED VAPOR BARRIER 2x6 STUDS a 16" O.C. P.T. BOTTOM PLATE BASEMENT SLAB R-10 X 24" RIGID INSUL. BE). ,@ SLAB PERIMETER (TYP.) SLAB ON GRADE PORCH DETAIL �?7P.5A5EMENT CONFIG. sC_L_ 1/211 , „0�� STs,� 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 Q0 00 MLO M Z LO N 00 Zcx) E �M � y00 Cn C: WQ� 0 � ami LU 2 �Oo =Qz UjJ yr LU �co o 00 �O 0m zp a CHECKED DRAWN BY DESIGN RL1 31 AC SHEET NUMBER k33 OF 7 1 3140 11 91-0 11 3 CA 11-8 X 21-8 8/0 x 8/0 OVERHEAD DOOR (o'-11/2" 1 S'-101/2" i F1 } qLl�o 246 2 3 1/2" �0 S.H. CRESS 1 15'-3 1/2" I 3080 S.H. EGRESS MAIN BEDROOM IS -3 x 12 5'40 1/1(0 1'=1 1/1 SD/GM 1 1 (VTO)-E D/GM 1 r GOAT ----------- - --J ------- i i i I i T-2" 3'-1" i �1 '-2 1/2 z � i t FL001 16/0 x 8/0 OVERHEAD DOOR S.G. 5C FX i O, 30'-5 1/2" S.H. 6068 JL. GL. DR 3080 S.H. INI 10-8 X 12 ------_GA5ED OPENING__-- PRE-MANUF'D. GAS FP. - INSTALL PER MAUNF. 5PEG5. eo �U �II =z � C� CC) s 5' -SII IL VING 14-9 X 14 7680 DB . END VENT STEP br 8 x 8 POST w/ lx GED 4iR GAP / BASE 8 STONE VENEER SAS 9'-9" 3'-0 1/2" 4'-0" 2'-3 .1/111 1'-10" 1'-10" c�a 15'=(5 1/2" 80361 H.5L. IN i SINK DW ISI I 8'-2 1/2" w ILS z Lu 60" x 32" TUB/5HWR. 2468 Cer E.F2 0 LAV ler- 5D/cm 5D/GM O LliLj 8068 BI -PASS 4'=0 1/2" T=3 1/2" M01WO " I 10-1 X 10-3 EGRESS' @ COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. 5c;,4L 1�4"- 1'-011 1 r �4 SMOKE ALARMS: 83143 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN VENTILATION REQUIREMENTS 1 8036 H5, 5G. E -F2 THE FOLLOWING LOCATIONS: 110 CFM @.1 WS 2 "PANASONIC" FV-08VK3 80CFM A SONES 79 CFM.25 WS 1. IN EACH SLEEPING ROOM. 80 CFM .1 WS - Ca S USE PANASONIC FV-11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF USE PANASONIC FV-08VK3 (50 CFM MIN.) @ ALL OTHER LOCATIONS. X ALL FANS TO VENT DIRECTLY TO OUTSIDE. THE BEDROOMS. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. Fr. H 3, ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS 3 CA 11-8 X 21-8 8/0 x 8/0 OVERHEAD DOOR (o'-11/2" 1 S'-101/2" i F1 } qLl�o 246 2 3 1/2" �0 S.H. CRESS 1 15'-3 1/2" I 3080 S.H. EGRESS MAIN BEDROOM IS -3 x 12 5'40 1/1(0 1'=1 1/1 SD/GM 1 1 (VTO)-E D/GM 1 r GOAT ----------- - --J ------- i i i I i T-2" 3'-1" i �1 '-2 1/2 z � i t FL001 16/0 x 8/0 OVERHEAD DOOR S.G. 5C FX i O, 30'-5 1/2" S.H. 6068 JL. GL. DR 3080 S.H. INI 10-8 X 12 ------_GA5ED OPENING__-- PRE-MANUF'D. GAS FP. - INSTALL PER MAUNF. 5PEG5. eo �U �II =z � C� CC) s 5' -SII IL VING 14-9 X 14 7680 DB . END VENT STEP br 8 x 8 POST w/ lx GED 4iR GAP / BASE 8 STONE VENEER SAS 9'-9" 3'-0 1/2" 4'-0" 2'-3 .1/111 1'-10" 1'-10" c�a 15'=(5 1/2" 80361 H.5L. IN i SINK DW ISI I 8'-2 1/2" w ILS z Lu 60" x 32" TUB/5HWR. 2468 Cer E.F2 0 LAV ler- 5D/cm 5D/GM O LliLj 8068 BI -PASS 4'=0 1/2" T=3 1/2" M01WO " I 10-1 X 10-3 EGRESS' @ COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. 5c;,4L 1�4"- 1'-011 1 r �4 SMOKE ALARMS: 83143 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN VENTILATION REQUIREMENTS "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM @.25 WS THE FOLLOWING LOCATIONS: 110 CFM @.1 WS 2 "PANASONIC" FV-08VK3 80CFM A SONES 79 CFM.25 WS 1. IN EACH SLEEPING ROOM. 80 CFM .1 WS NOTES: 1. USE PANASONIC FV-11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF USE PANASONIC FV-08VK3 (50 CFM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. THE BEDROOMS. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. 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 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET 0914 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 8 VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WIN- DOW5, 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 OGGUPANT5. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: 8310.2.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5.1 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING DIMENSION5 REQUIRED BY THI5 SECTION SHALL BE OBTAINED BY THE T V J NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING O FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LE55 THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LE55 M THAN 20 INCHES (508 MM). ♦^ ' WINDOW 51LL5: 83122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 12 CO INCHES (ISZ9 MM) ABOVE THE FINISHED GRADE 08 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL MLO 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 M THE OPENING 15 IN ITS LARGEST OPENED POSITION. UD 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL z PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090, N 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R31222. HATCHES AND DOORS: N11022.4 (R4022.4) ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND M CRAWL SPACES) SHALL BE WEATHER5TRIPPED AND INSULATED TO A LEVEL O EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS CO V SHALL BE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR coW COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE Cn OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF WHICH IS TO PREVENT THE L005E FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS 15 OPENED, AND TO PROVIDE A PERMANENT MEANS OF CR `v MAINTAINING THE INSTALLED R -VALUE OF THE L005E FILL INSULATION. Q 3: /1 L^,L SHOWER STALL SURFACING: 83072 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 ° Uj 2 O 6 EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR O SHOWER AREAS: 8307.1 HOWEBS SHALL BE A MINIMUM 51ZE OF 30" Y 30"O Q WITH A 24" IN. CLEARANCE IN FRONT OF OPENING. O WATER CLOSET CLEARANCES: IRG 8307.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LE55 THAN 30" IN WIDTH. THE CLEAR 7 L SPACE IN FRONT SHALL NOT BE LE55 THAN 21" WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH APPROVED w WATERPROOF MATERIAL. I� UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT t0 V r/) WASHERS, DRYERS, AND LAUNDRY TU55 SHALL BE 5URFACED WITH APPROVED WATERPROOF MATERIAL.Uj - GYPSUM WALLBOARD: 87023.7 WATER-RESISTANT GYPSUM BACKING M BOARD, GYP- SUM BOARD USED 45 THE BASE OR BACKER FOR ADHESIVE O APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM G 1396, G 1118 OR G 1278, USE OF WATER-RE515TANT GYPSUM BACKING BOARD SHALL BE PER- co MITTED ON CEILINGS. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE M 11010 INSTALLED OVER A GLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGE5, INCLUDING TH05E AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER 19 O 87023.7.1 LIMITATIONS. WATER-RESISTANT GYPSUM BACK- ING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN O co AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. Z' O I..L FLOOR AREA ... 1,506 S.F. BASEMENT ... 641 S.F. TOTAL FLOOR AREA ... 2,141 S.F. GOV'® PORCH 4 DECK... 140 S.F. GARAGE ... 626 S.F. rxLASS AREA(IN FIN. AREA) ... 192.5 S.F. GLAZING PERCENTAGE (GL / FL). 12.E % 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 NHD DRAWN BY MJW DESIGN RL1 31 AC SHEET NUMBER 4 4 OF 7 VENTILATION REQUIREMENTS "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM @.25 WS 110 CFM @.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: 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 NHD DRAWN BY MJW DESIGN RL1 31 AC SHEET NUMBER 4 4 OF 7 .1 SIR F06T DETAIL -A Nrs CLASS -C ROOFING MATERIAL 4 FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0" NO PENETRATIONS ALLOWED (0X 5/0 11 /011 UJRA1 5/4 e TG -2 LAYERS OF ROOF VENT WITHIN 4' OF s/s" TYPE 'X' GWS EAVE WITH SOLID BLOCKING MFR TRUSSES e 24" O.C. , CLASS -C ROOFING MATERIAL 4 FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0" NO PENETRATIONS ALLOWED R-49 lN5UL.---q 5/8" TYPE 'X' GWB No" TYPE 'X' GWB 2 x 6 WOOD STUDS 2 LAYERS OF m 16" O.G. s/B" TYPE 'X' GWS TYPE 'X' GYPSUM 5HEATHING EXTERIOR SHEATHING EXTERIOR APPLY TO WALLS CLOSER THAN 5' SIDING FROM THE LINE USED FOR FIRE SEPARATION R-21 INSUL. 0 0 m 24" O.G. INSUL. `— Ne" TYPE 'X' GWB Na" TYPE 'X' GWB 2 x 6 WOOD STUDS 6 1(0" O.C. Na" TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR SIDING R-21 INSUL. 14,1FD. FIFM RAM) WALL 4 OVER14ANG 5GALE - N.T.S. GYPSUM WALLBOARD, WOOD 5TUD5 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, TUNED FLATWISE, 24" O.G. W/ 6D CEMENT COATED NAILS, 11/0" LONG, 0.0915" SHANK, 1/4" HEADS, T O.G. ' HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12" ON OPPOSITE SIDES. (NLB) THICKNESS: 2 1/8 APPROX. WEIGHT: 1 Psf FIRE TEST: (UL, 9-12-96 UL DESIGN U338 G'V=5UM WALL50ARD, GYP5UM 5H€ATHING, UJOOD 5TUD5 EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE "X" GYPSUM SHEATHING APPLIED PARALLEL TO 2 X 4 WOOD STUDS 24" O.G. 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, 11/5" LONG, 0.0915" SHANK, 1/4" HEADS, 1" O.G. FIRE TEST: SEE WP 3510 (LOAD BEARING) (UL 83501-41,-48, 9-1-65 UL DESIGN U309, UL R13113-1213,1-22-10 UL DESIGN U314) © COPYRIGHT 2020 NORT ATTIC VENT I L AT I CN PROVIDE ATTIC SPACE VENTILATION AS PER IRC (2,13(o Sol. Ft. x 1/150 = 14.24 Sq, Ft. VENT AREA REQ'D I 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 AN5I/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 15 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 TRU55 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 (BC51) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 89052.1 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: R5023 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 ASA TIE. RIDGE BOARD SHALL BE NOT LESS 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 TOA 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 8802.9 OPENINGS IN ROOF 4 CEILING FRAMING SHALL BE FRAMED WITH HEADER 4 TRIMMER JOISTS. WHEN THE HEADER J015T 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 89032.1 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 51DEWALL. 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). 8103.4 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 FLASH- 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 AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER- RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS U51NG 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- ING5 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 -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 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- ETRATION5 AND BUILDING APPENDAGES INA 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: 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 V CY) Z411- 00 MLO 0 M Z LO N ZcO E co O Y+ co CD C Q � � N LU �Oo C) z Z<Z J LLI� M 3:0 T_00 00 0 O m Z 0 CHECKED NHD DRAWN BY MJW DESIGN L1 31 AC SHEET NUMBER 5 5 OF 7 IC z 5TONE VENEER WAIN5COT 4 CA5T IN-PLACE GONG. CAP FRONT ELEVATION, © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. REAR ELEVATION, COMP051TION A5PHALT ROOFING CONT. METAL GUTTER ON 5/4 x 5 FA5CIA BD. I x 2 TRIM ON 5/4 x 5 BARGE BD. _ R.5. EXT. PLYWOOD 4 � Z I x 3 5A75 S 24" O.G. --- � 5/4x8Ll IL/ LI, a: LLI 5/4x6 O 5NINGLE SIDING - "\ 5/4 x 10 �4 5/4 x 4[A LLIL ' 5/4x6 EXT. HARDBOARD LAP 51DING © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. 5CAL : 1/4'- 1'-O" 5c;AL : 114''- 11_011 VATION _1__ i_J1.1 OVERALL PEIGPT - "X 19'-0 1/2" LOUDEST TRUSs POINT - "1"': lO'-5" 19'-0 1/2" (X) - 10'-5" ('0 = S'-1 1/2" (Q) S'-1 1/2" (Q) / 2 = 4'-3 3/4" I0'-5" (Y) + 4'-3 3/4" = 14'-8 3/4" AVERAGE HEIGHT = 14'-8 3/4" NORTHWEST HOME DESIGNING, INC. SCALE : '/411- 1'=011 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents ■O M Z � CO MLO M Z LO N ZcO E �M O U) � vi Q�n N Uj Oo 0 z X<Z J Uj U)U) co O V_ Z co CID0 O m Z b a CHECKED DRAWN BY MJW DESIGN RL1 31 AC SHEET NUMBER 6 6 OF 7 J= z INSULATE WATER LINES R=3 FOR COLD 4 R-4 FOR HOT, IECC 8403.4.2 -1L _ EXPANSION TANK REQ. W1 CLOSED PLUM51NG 6'1'6TEM. SHUT OFF VALVE ON COLD WATER CONN. - FLEXI5LE WATER CONNECTION MAX 24'' IN LENGTH T/P VALVE DRAIN LINE TO RUN TO r� EXTERIOR POINTING DOWN (o" MIN. N-� TO 24" MAX. FROM GROUND %` X 22 GAUGE SEISMIC STRAP IN THE UPPER AND LOWER THIRDS. W/ MIN. %4 X 2 LAG SCREW 4 WASHER. 2 X 4 LEDGER ATTACHED TO STUDS 5.1 Y4 X 4 LAG SCREWS PW/ WASHER. (T1'PJ F FLEXI5LE GAS CONN. ANCHOR WATER HEATER TO 5,45E - LASE TO FLOOR RAISE PILOT LIGHT 18" Ll ABOVE FIN. FLR. WATER HEATER SUFFORT ---C NECC R403.4.3) 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-10. I? 8303.6.1 LIGHT ACTIVATION. WHERE LIGHTING OUTLETS ARE INSTALLED IN INTERIOR STAIRWAYS, THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTING OUTLET WHERE THE STAIRWAY HAS SIX OR MORE RISERS. X 8303.1 ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS t0 ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS t0 A LEVEL NOT LESS THAN 1 FOOT-CANDLE (11 LUX) MEASURED AT THE CENTER OF THE TREADS AND LANDINGS - CONT. HANDRAIL 34"-38" ABOVE TREAD NOSING ON STAIRS WITH 4 X I OR MORE RISERS. 8312.13 REQ. GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO Z REQ, GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 IN. IN DIAMETER SEE EXCEPTIONS. C� 8311.1.6 THERE SHALL BE JOISTS PER PLAN — A FLOOR OR LANDING AT aS� THE TOP AND BOTTOM OF EACH STAIRWAY. THE MIN. WIDTH PERPENDICULAR x RI RS TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. AT EA. STRINGER MTL. FRAMING ANCHORS 2x12 CARRIAGE SURFACE USEABLE SPACE BELOW STAIR W/ 5/8" TYPE "X" G.W.B NOSING MIN. 3/4"--1 �- 2x TOE PLATE 8311.1.1 STAIRWAYS SHALL NOT BE LE55 THAN 36 NOSING MAX. 11/4" INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. STAIR CONSTRUCTION DETAIL ( SIMILAR) �M/-1 ,-/=„�t= ASF-" I- I 8001=ING ELT 5UILDING 5ECTION, A OO COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALE 1'_0" ;ATHING =RS e 2411 OrC. ;ODE EXT. SIDING AIR/VAPOR BARRIER 1/2'' CDX SHT'G. LL 2-2x( TOP PLATES 2 x (o STUDS e 1G'' O.C. R=21 INSULATION 1/2" GW5 2 x (o SOT PLATE I OR II VAPOR TRE REQUIRED ON THE OF FRAMED WALLS. 8" THICK x 8'-(o" HIGP CONCRETE WALL W/ FOOTING 4 REINFORCING 5AR5 PER ENGINEERS CALCULATIONS 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 RIGHT ELEVATION, © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALE - 1/411- 11=011 PRE- MANUF TRUSSES a 24" Or - (SEE ROOF FRMG. FOR PITCH) - INSULATION BAFFLES TO MAINTAIN MIN. 1" AIR SPACE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION - R -413 INSULATION ' 5/8 GWB \ 2-2x6 TOP PLATE 4" GUTTER OVER 5/4 x 8" FASCIA R-21 INSULATION WHEN U51NG 4 x HEADER IN 2 x 6 WALL TYPICAL WALL FILL VOID w/R-10 RIGID INSUL. BD. CONSTRUCTION 1 1 1 1 I f—IL 1 0"00+%1 1^^ IN INSULATION PER CODE 1'2 GWB BEARING WALL BASEBOARD - 4" GONG. SLAB 1'2 GWB 2x4 STUDS a 16" O.G. DRIVEPINS a 24" O.G. 2x4 PLATE .006 BLACK VISQ, RE INF. BARS PER ENG'G VAPOR BARRIER PER ENG'G CALCS FLP. J& T5. PER PLAN THICKENED 5LA5 DETAIL APPROVED RIM BOARD � DBL. 2x TOP PLATE N�" 1/2 NOM. EXT. SHEATHI lea# ASPH. FELT APPR .AIR BARRI 1" NOM. EXT. SIDING SEE ELEVATIONS 2x P.T. BOTTOM PLATE` Z_ V ... ... .I�III�_ �- �i I 1 III �- -I III ,—III- -7' 1= - 1'2 GWB 1'2 GWB @ WALLS APPROVED VAPOR BARRIER WHERE REQUIRED R-21 INSULATION R-10 x 24" RIGID INSUL- BD a SLAB PERIMTER HORIZ OR VERTICAL4" THICK CONCRETE SLAB ON .006 ,k - VISQ. VAPOR BARRIER 8 COMPACTED ff ' "{ SAND/GRAVEL BASE. _. ., �. . P.T. SILL PLATE $ ANCHOR BOLTS PER ENG. RE INF, BARS PER ENG'G CALCS R-10 x 24" RIGID INSUL. BD a SLAB PERIMTER HORIZ OR VERTICAL =_1 .006 BLACK VISQ, VAPOR BARRIER RN— LLI FOUNDATION DRAIN WASHED ROCK FILL (TYP.) PER ENG'G TYR CONSTRUCTION CONFIG. -FC), EXT. FIN. PER ELEV. IS# FELT 1/2" SHEATHING FTG DRAIN IN ' WASHED ROCK FILL (TYP.) 2x STUDS 16" O.G. 2x BASE PLATE 4" GONG. SLAB ON 6 MIL V15QUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE NOTE: VERIFY ANCHOR BOLT SIZE i SPACING AND REBAR SIZE 8 SPACING WITH ENGINEER CALCS. REINF. BARS PER ENG'G CALCS STEM WALL DETAIL 5CAL .- 3/411 - 11-0 1-0 I I NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents �♦■O V � I zql;j- OC) MLO 0 M Z LO N Z o0 E (3M O v+ � C N LU 2 �Oo 01: =Qz J LLI� :o 00 00 �O C) 00 Z b a CHECKED DRAWN BY DESIGN RL1 31 AC SHEET NUMBER 7 7 OF 7 a .006 BLACK VISQ, RE INF. BARS PER ENG'G VAPOR BARRIER PER ENG'G CALCS FLP. J& T5. PER PLAN THICKENED 5LA5 DETAIL APPROVED RIM BOARD � DBL. 2x TOP PLATE N�" 1/2 NOM. EXT. SHEATHI lea# ASPH. FELT APPR .AIR BARRI 1" NOM. EXT. SIDING SEE ELEVATIONS 2x P.T. BOTTOM PLATE` Z_ V ... ... .I�III�_ �- �i I 1 III �- -I III ,—III- -7' 1= - 1'2 GWB 1'2 GWB @ WALLS APPROVED VAPOR BARRIER WHERE REQUIRED R-21 INSULATION R-10 x 24" RIGID INSUL- BD a SLAB PERIMTER HORIZ OR VERTICAL4" THICK CONCRETE SLAB ON .006 ,k - VISQ. VAPOR BARRIER 8 COMPACTED ff ' "{ SAND/GRAVEL BASE. _. ., �. . P.T. SILL PLATE $ ANCHOR BOLTS PER ENG. RE INF, BARS PER ENG'G CALCS R-10 x 24" RIGID INSUL. BD a SLAB PERIMTER HORIZ OR VERTICAL =_1 .006 BLACK VISQ, VAPOR BARRIER RN— LLI FOUNDATION DRAIN WASHED ROCK FILL (TYP.) PER ENG'G TYR CONSTRUCTION CONFIG. -FC), EXT. FIN. PER ELEV. IS# FELT 1/2" SHEATHING FTG DRAIN IN ' WASHED ROCK FILL (TYP.) 2x STUDS 16" O.G. 2x BASE PLATE 4" GONG. SLAB ON 6 MIL V15QUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE NOTE: VERIFY ANCHOR BOLT SIZE i SPACING AND REBAR SIZE 8 SPACING WITH ENGINEER CALCS. REINF. BARS PER ENG'G CALCS STEM WALL DETAIL 5CAL .- 3/411 - 11-0 1-0 I I NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents �♦■O V � I zql;j- OC) MLO 0 M Z LO N Z o0 E (3M O v+ � C N LU 2 �Oo 01: =Qz J LLI� :o 00 00 �O C) 00 Z b a CHECKED DRAWN BY DESIGN RL1 31 AC SHEET NUMBER 7 7 OF 7