Loading...
Pal W Lot 10_I-949-O PlansNORTHWE5T BIOME DE51GNING, INC. CONSTRUCTION DOCUMENT L I CENSE 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: NHD RETAINS THE TITLE 11 USC RIGHTS AND OWNERSHIP OF THESE CONSTRUCTION DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE "WORK", REGARDLESS OF THE FORM OF THE ORIGINAL AND/OR OTHER COPIES. THIS IS NOT A SALE OF ORIGINAL DOCUMENTS WHATSOEVER. 3. COPY RESTRICTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS ARE COPYRIGHTED. UNAUTHORIZED COPYING OF THESE DOCUMENTS IS EXPRESSLY FORBIDDEN. YOU MAY BE HELD LEGALLY RESPONSIBLE FOR ANY COPYRIGHT INFRINGEMENT THAT IS CAUSED OR ENCOURAGED BY YOUR FAILURE TO ABIDE BY THE TERMS OF THIS AGREEMENT. 4. TRANSFER RESTRICTIONS: THESE TECHNICAL DRAWINGS ARE LICENSED TO YOU ONLY, AND MAY NOT BE TRANSFERRED TO ANYONE ELSE WITHOUT THE PRIOR WRITTEN CONSENT OF NORTHWEST HOME DESIGNING, INC.. IN NO EVENT MAY YOU TRANSFER, ASSIGN, RENT, LEASE SELL, OR OTHERWISE DISPOSE OF THESE CONSTRUCTION DOCUMENTS. 5. MISCELLANEOUS: THIS AGREEMENT IS GOVERNED BY THE LAWS OF THE STATE OF WASHINGTON. NEITHER NHD NOR ANYONE ELSE WHO IS INVOLVED IN THE CREATION, PRODUCTION, OR DELIVERY OF THIS PRODUCT SHALL BE LIABLE FOR ANY DIRECT OR INDIRECT CONSEQUENTIAL, OR INCIDENTAL DAMAGES. VIOLATION OF THE TERMS OF THIS AGREEMENT ARE SUBJECT TO A MINIMUM FIFTY THOUSAND ($50,000.00) DOLLAR PENALTY. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THIS AGREEMENT, OR IF YOU DESIRE TO CONTACT NPD FOR ANY REASON, PLEASE WRITE US AT: NHD MARKETING DIVISION: P.O. BOX 88103., STEILACOOM, WA 98388 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 DESIGN ED TO THE 2018 INTERNATIONAL RESIDENTIAL CODE AND RELATED NATIONAL ORDINANCES ONLY, AND MAY NOT COMPLY WITH SPECIFIC JURISDICTIONAL CODES AND SPECIFICATIONS- THEY WILL BE SU J CT TO CHANGE AND VARYING INTERPRETATIONS. THE PU CHASER MUSTENSURE THAT THEPLANS COMPLY WITH ALLLOCALAS 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 ST UCTU ALENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS AND DATA (INCLUDING HIS OR HER LICENSEE STAM ) 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 SHALL BE APPROVED IN WRITING OR BY A STAMP WHICH STATES "REVIEWED FOR CODE COMPLIANCE." ONE SET OF CONSTRUCTION DOCUMENTS 50 REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL, THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR HIS OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: 8319.1 ADDRESS IDENTIFICATION. BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION SPALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL 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 IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. GROUNDED OUTLETS: ALL RECEPTACLES SHALL BE GROUNDED TYPE. RECEPTACLES LOCATED IN KITCHENS AND BATPS 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 INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, 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 IS NOT LESS THAN IS INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF TPIS SECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M13013.1 PROTECTION FROM IMPACT. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: M15023 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. M1502.4.5.1 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 & 5FT FOR 90° BEND FORA 4" EXHAUST PIPE. RANGE HOOD: M1503.2.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF 0.0151 -INCH (0.3950 MM) (NO. 28 GAUGE) WITH 1/4 INCH 1(o.4 MM) CLEARANCE BETWEEN THE HOOD AND THE UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS. A CLEARANCE OF AT LEAST 24 INCHES ((o10 MM) SHALL BE MAINTAINED BETWEEN THE COOKING SURFACE AND THE COMBUSTIBLE MATERIAL OR CABINET. THE HOOD SHALL BE AT LEAST AS WIDE AS THE BROILER UNIT, EXTEND OVER THE ENTIRE UNIT, DISCHARGE TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL INFILTRATION/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: M15043 AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS I. NOT LESS THAN 3 FEET (914 MM) FROM PROPERTY LINES. 2, NOT LESS THAN 3 FEET (914 MM) FROM GRAVITY AIR INTAKE OPENINGS, OPERABLE WINDOWS AND DOORS, 3. NOT LESS THAN 10 FEET (3048 MM) FROM MECHANICAL AIR INTAKE OPENINGS EXCEPT WHERE THE EXHAUST OPENING IS LOCATED NOT LESS THAN 3 FEET (914 MM) ABOVE THE AIR INTAKE OPENING. OPENINGS SHALL COMPLY WITH SECTIONS 8303.52 AND 8303.(o. EXHAUST DUCTING: M1503.3 GENERAL. RANGE HOODS SHALL DISCHARGE TO THE OUT- DOORS THROUGH A DUCT. THE DUCT SERVING THE HOOD SHALL HAVE 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. 8303.10 REQUIRED HEATING. WHERE THE WINTER DESIGN TEMPERATURE IN TABLE R301-20)15 BELOW 6O°F (16°C), EVERY DWELLING UNIT SMALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF NOT LESS THAN 68°F (20°C) AT A POINT 3 FEET (914 MM) ABOVE TIDE FLOOR'AND 2 FEET (610 MM) FROM EXTERIOR WALLS IN HABITABLE ROOMS AT THE DESIGN TEMPERATURE THE INSTALLATION OF ONE OR MORE PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS SECTION. HEATING TYPE: HEATING TYPE AND FUEL SPALL BE SELECTED BY THE OWNER. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. FIREBLOCKING: R302.11 FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP 5TORYAND THE ROOF SPACE. FIREBLOCKIN SHA LL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLSAND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1 VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). 2-4T ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HOIRIZONT14L SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION 81003.19, 6. FIREBLOCKING OF CORNICES OFA TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 2018 ENERIGY CODE REQUIREMENTS R406.2 CARBON EMISSION EQUALIZATION. THIS SECTION ESTABLISHES A BASE EQUALIZATION BETWEEN FUELS USED TO DEFINE THE EQUIVALENT CARBON EMISSIONS OF THE OPTIONS SPECIFIED. THE PERMIT SHALL DEFINE THE BASE FUEL SELECTION TO BE USED AND THE POINTS SPECIFIED IN TABLE 84062 SHALL BE USED TO MODIFY THE REQUIREMENTS IN SECTION 8406.3. THE SUM OF CREDITS FROM TABLES 84062 AND 8406.3 SHALL MEET THE REQUIREMENTS OF SECTION 8406.3. 84063 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS. EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE 84062 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: 1. SMALL DWELLING UNIT: .................. I ............................................ I ........................... 3.0 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 SQUARE FEET. 2. MEDIUM DWELLING UNIT : .............. ............................................. ........................... 6.0 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1, #3 OR 04. 3. LARGE DWELLING UNIT: ................ 1.0 CREDITS DWELLING UNITS EXCEEDING 5000 SQUARE FEET OF CONDITIONED FLOOR AREA. 4. DWELLING UNITS SERVING R=2 OCCUPANCIES:........................................................... 4.5 CREDITS 5. ADDITIONS LESS THAN OR EQUAL TO 500 SQUARE FEET :................................................ 1.5 CREDITS THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY 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. 1. COMBUSTION HEATING EQUIPMENT MEETING MINIMUM FEDERAL EFFICIENCY STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.32(4) OR C403.32(5) 2 FOR AN INITIAL HEATING SYSTEM USING A PEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C4033.20)C OR C403.3.2(2) AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 55O/590 3. FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE ONLY (EITHER FORCED AIR OR ZONAL) 4 FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE WITH A DUCTLESS MINI -SPLIT PEAT PUMP SYSTEM IN ACCORDANCE WITH SECTION 8403.1.1 INCLUDING THE EXCEPTION 0 0 1.0 1.0 -1.0 -1.0 0.5 N/A 5 ALL OTHER HEATING -1.0 -0.5 1. EFFICIENT BUILDINGENVELOPE OPTIONS ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.1 MAY BE SELECTED IN THIS CATEGORY. COMPLIANCE WITH THE CONDUCTIVE UA TARGETS IS DEMONSTRATED USING SECTION 8402.1.4, TOTAL UA ALTERNATIVE, WHERE 3/41-(PROPO5ED UA/TARGET UA)l/a 1E THE REQUIRED %UA REDUCTION. 1.1 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.24. ALL OTHERS - O.5 / GROUP R-2 - O.5 1.2 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.20. ALL OTHERS = 1.0 / GROUP R=2 = 1.0 1.3 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 59•, ALL OTHERS - O.5 / GROUP R-2 - N/A 1.4 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.25 WALL R-21 PLUS R-4 Cl FLOOR R-38 BASEMENT WALL R-21 INT PLUS R-5 Cl SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB, BELOW GLADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 159.. ALL OTHERS - 1.0 / GROUP R-2 - 1.0 1.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS. 2.,41R LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS ONLY ONE OPTION FROM ITEMS 2.1 THROUGH 2.4 MAY BE SELECTED IN THIS CATEGORY. 2.1 COMPLIANCE BASED ON 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 0.3 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M15013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FANS) (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED t0 OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION. ALL OTHER - 0.5 / GROUP R-2 - 1.0 2.2 COMPLIANCE BASED ON SECTION 8402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR GRANGES PER HOUR MAXIMUM AT 50 PASCALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.12: REDUCE THE TESTED AIR LEAKAGE t0 0.25 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION MI5013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A REAL RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE PEAT RECOVERY EFFICIENCY OF 0.65. TO QUALIFY TO CLAIM TPIS CREDIT, TPE BUILDING PERMIT DRAWINGS SPALL SPECIFY TPE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. ALL OTHERS - 1.0 / GROUP R-2 - 1.5 2.3 COMPLIANCE BASED ON SECTION 8402.4.12: REDUCE THE TESTED AIR LEAKAGE t0 1.5 AIR CHANGES PER HOUR MAXIMUM AT 50 PASGALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION 8402.4.1.2: REDUCE TPE TESTED AIR LEAKAGE TO 025 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION MI5013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.15. t0 QUALIFY t0 CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SPALL SPECIFY TPE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SPALL SPOW TPE PEAT RECOVERY VENTILATION SYSTEM. ALL OTHERS - 1.5 / GROUP R-2 - 2.0 2.4 COMPLIANCE BASED ON SECTION R402.412: REDUCE THE TESTED AIR LEAKAGE TO 0.6 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.412: REDUCE THE TESTED AIR LEAKAGE t0 0.15 CFM/FT2 MAXIMUM At 5O PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M15013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.80. DUCT INSTALLATION SHALL COMPLY WITH SECTION R403.3.1. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIRLEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. ALL OTPERS - 2.0 / GROUP R-2 - 2.5 3, HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS ONLY ONE OPTION FROM ITEMS 3.1 THROUGH 3.6 MAY BE SELECTED IN THIS CATEGORY. 3.1A ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 1359. OR . ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE BOILER WITH MINIMUM AFUE OF 90i . t0 QUALIFY t0 CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SPALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY TPE PEATING EQUIPMENT TYPE AND TPE MINIMUM EQUIPMENT EFFICIENCY. ALL OTHER - 1.0 / GROUP R-2 - 1.0 32A AIR-50URGE CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HS FOF 9.5. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SPALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFIGIENGY. ALL OTHER - 1.0 :/ GROUP R-2 N/A 33a CLOSED-LOOP GROUND` SOURCE PEAT PUMP± WITH A MINIMUM GOP OF 3.3 OR OPEN LOOP WATER SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET AND MINIMUM COP OF 3.6. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTEE? AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. ALL OTHER - 1.5 / GROUP R-2 - 1.0 3.4 DUCTLESS MINI -SPLIT PEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WPERE TPE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING t0 THE LARGEST ZONE OF THE HOUSING UNIT. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE IDEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT VERTICAL FENESTRATION U = 0.22 E1IGIENGY. ALL OTHER - 1S /GROUP R-2 - 2.0 CEILING AND SINGLE=RAFTER OR JOIST -VAULTED R=49 ADVANCED WOOD FRAME WALL R-21 INT PLUS R-12 CI 3.5a AIR -SOURCE, CENTRALLY DUGTED PEAT PUMP WITH MINIMUM PSPF OF 11.0, FLOOR R-38 TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BASEMENT WALL R-21 INT PLUS R-12 Cl BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB EFFICIENCY. ALL OTHER - 1.5 / GROUP R-2 - N/A BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR 3.6a DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANGE HEATING IN THE COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 30%¢ PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE ALL OTHERS - 2.0 / GROUP R-2 - 1.5 SIZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR AIR TEMPERATURE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION 1.6 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENT TYPE(S), THE VERTICAL FENESTRATION U = 0.18 MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). CEILING AND SINGLE -RAFTER OR JOIST -VAULTED R-60 ADVANCED ALL OTHER - 2.0 / GROUP R-2 - 3.0 WOOD FRAME WALL R-21 INT PLUS R-16 Cl FLOOR R-48 4. HIGH EFFICIENCY HVAG DISTRIBUTION SYSTEM OPTIONS BASEMENT WALL R-21 INT PLUS R-16 Cl SLAB ON GRADE R-20 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-20 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 40%, ALL OTHERS - 3.0 / GROUP R-2 - 2.0 1.1 ADVANCED FRAMING AND RAISED HEEL TRUSSES OR RAFTERS VERTICAL GLAZING U-028 R-49 ADVANCED (U-0.020) AS LISTED IN SECTION ,4102.2.1, CEILINGS BELOW A VENTED ATTIC AND R-49 VAULTED CEILINGS WITH FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDING OVER THE WALL TOP PLATE AT THE EAVES. ALL OTHERS - 0.5 / GROUP R-2 - 0.5 4.1 ALL SUPPLY AND RETURN DUCTS LOCATED IN AN UNCONDITIONED ATTIC SPALL BE DEEPLY BURIED IN CEILING INSULATION IN ACCORDANCE WITH SECTION R4033.1. FOR MECHANICAL EQUIPMENT LOCATED OUTSIDE THE CONDITIONED SPACE, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCT AND 5 LINEAR FEET OF SUPPLY DUCT CONNECTIONS TO THE EQUIPMENT MAY BE OUTSIDE THE DEEPLY BURIED INSULATION. 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. DUCT LEAKAGE SHALL BE LIMITED TO 3 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA. AIR HANDLERS) SHALL BE LOCATED WITHIN THE CONDITIONED SPACE. ALL OTHER - O.5 / GROUP R-2 - O.5 4.2 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEMS) INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 84033.1, LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER TPIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITP AFUE LESS THAN SO9. IS NOT PERMITTED UNDER THIS OPT ION. 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 SNOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE DUCTWORK. ALL OTHER - 1.0 /GROUP R-2 - N/A 5. EFFICIENT WATER HEATING OPTIONS ONLY ONE OPTION FROM ITEMS 52 THROUGH 5.6 MAY BE SELECTED IN THIS CATEGORY. ITEM 5.1 MAY BE COMBINED WITH ANY OPTION. 5.1 A DRAIN WATER HEAT RECOVERY UNITS) SHALL BE INSTALLED, WHICH CAPTURES WASTE WATER HEAT FROM ALL AND ONLY THE SPOWERS, AND HAS A MINIMUM EFFICIENCY OF 40% IF INSTALLED FOR EQUAL FLOW OR A MINIMUM EFFICIENCY OF 54% IF INSTALLED FOR UNEQUAL FLOW. SUCH UNITS SHALL BE RATED IN ACCORDANCE WITH CSA 855.1 OR IAPMO IGC 346-2011 AND BE SO LABELED. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL INCLUDE A PLUMBING DIAGRAM THAT SPECIFIES THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMBING LAYOUT NEEDED TO INSTALL IT. LABELS OR OTHER DOCUMENTATION SHALL BE PROVIDED THAT DEMONSTRATES THAT THE UNIT COMPLIES WITH THE STANDARD. ALL OTHERS - 0S / R-2 GROUP - 0.5 52 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80, 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. ALL OTHERS - 0.5 / R-2 GROUP - 0.5 53 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.91 OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 KWH BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG -300 CERTIFIED SOLAR WATER HEATING SYSTEMS OR WATER HEATER HEATED BY GROUND SOURCE PEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3.3. TO QUALIFY TOG AIM TPIS CREDIT, TPE BUILDING PERMIT DRAWINGS SPALL SPECIFY TPE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. ALL OTHER - 1.0 / R-2 GROUP - 1.0 5.4 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA'S ADVANCED WATER PEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER I OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER t0 ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R -B MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS GREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATEREQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFIGIENGY. ALL OTPER - 1.5 / R-2 GROUP - 2.0 5.5 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER t0 ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY ANDRECIRCULATION FIFING SPALL BE INSULATED WITH -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. ALL OTHER - 2.0 / R-2 GROUP - 2.5 5.6 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER PEATER WITP A MINIMUM UEF OF 2.9 AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT PEAT EXCPANGER LOCATED OUTDOORS. EQUIPMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEER STANDARD ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANGED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 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. ALL OTHER - 25 / -2 GROUP - 3.0 6. RENEWABLE ELECTRIC ENERGY OPTION 6.1 FOR EACH 1200 KWP OF ELECTRICAL GENERATION PER POU51NG UNIT PROVIDED ANNUALLY BY ON-SITE WIND OR SOLAR EQUIPMENT A 1.0 CREDIT SPALL BE ALLOWED, UP TO 3 CREDITS, GENERATION SHALL BE CALCULATED AS FOLLOWS: FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED t0 MEET THIS REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR PVWATTS OR APPROVED ALTERNATE BY THE CODE OFFICIAL. DOCUMENTATION NOTING SOLAR AGGESS SHALL BE INCLUDED ON THE PLANS. FOR WIND GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GENERATION BASED ON THE FOLLOWING FACTORS: TPE WIND TURBINE POWER CURVE± AVERAGE ANNUAL WIND SPEED AT TPE SITE± FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE SITE AND HEIGHT OF THE TOWER. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR WIND TURBINE EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCESS, AND INCLUDE A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. ALL OTHER - 1.0 / R-2 GROUP - 1.0 1. APPLIANCE PACKAGE OPTION 1.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS: DISHWASHER - ENERGY STAR RATED REFRIGERATOR (IF PROVIDED) - ENERGY STAR RATED WASHING MACHINE - ENERGY STAR RATED DRYER - ENERGY STAR RATED, VENTLESS DRYER WITH A MINIMUM GEF RATING OF 5.2. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SPALL SHOW THE APPLIANCE TYPE AND PROVIDE DOCUMENTATION OF ENERGY STAR COMPLIANCE. AT THE TIME OF INSPECTION, ALL APPLIANCES SHALL BE INSTALLED AND CONNECTED TO UTILITIES. DRYER DUCTS AND EXTERIOR DRYER VENT CAPS ARE NOT PERMITTED t0 BE INSTALLED IN THE DWELLING UNIT. ALL OTHER - 0.5 / R-2 GROUP - 1.5 LT ►� 4 CHECKED DRAWN BY a. AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 WATT5/FT2 (EQUIVALENT) OF DESIGN HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE C - DWELLING UNIT. SHEET NUMBERI 1 1 1 OF 1 1 1 1 20'-0" 12'-0" a, -oil APPROVED POSITIVE POST TO BEAM CONN. PER ENG'G CALG5., TYP, i� 4" GONG. SLAB OVER 4" COMP. SAND / GRAVEL BASE 8 .006 VI5Q. VAPOR BARRIER B R-10 X 24" RIGID INSUL. BD. 0 SLAB IN511DE PERIMETER (TYP.) 12'=11 1/4" 3'=5 1/2" 3'=1 1/4" 'L i 0.I INTO GONG. 'a 24" O.G. { AS PER ENG'5 CALC5. TYP. I� NOUN SLAB ON GR 4OE T.- Fi, 4 GONG. SLAB 4" COMP. SAND / GRAVEL BASE I .. SLOPE SLAB TOWARD DOOR (e MAIN FLOOR LEVEL) � I I' 'I (2) 04 BARS CONT. IN FTG. 'a DOOR OPENING - CONT. FTG. EDGE OF SLAB 20'=011 PROPOSED TRANSITION _ POINT. TYP. STUB 04 5AR5 OUT IS" I- 0.I INTO GONG. 'a 24" O.G. { AS PER ENG'5 CALC5. TYP. I I I I I 4" GONG. SLAB W/ THICKENED EDGE (,a MAIN FLOOR LEVEL) 1�?'-3" R.C. 1'=10 1/ " 5'=1011 14'=2" 20'-0" 20'-011 ATION FLOO AN J © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. SCALE ; 1/411= 1'-0" NOTE: TRANSITION POINTS (T.P.) MAY VARY DUE TO 51TE REQUIREMENTS. 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. 150 A5PH, FELT OR 8403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. APRV'D AIR BARRIER 2x STUDS THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE R-21 INSULATION EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL APRV'D RIM BASEBOARD (10 -PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT 15 NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF 3/4" T.G. PLYWOOD 5U5FLOOR THE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF GLUED 4 NAILED THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10 -PERCENT SLOPE). METAL FLA5H'G EROSION CONTROL. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, 4" GONG, SLAB REMODELING AND DEMOLITION WORK. VERIFY METHOD WITH LOCAL F R. J5T5. PER PLAN JURISDICTION. • 11°';'+� 2x P.T. SILL PLATE R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A = 5TOR'1 SEWER CONVEYANCE OR OTHER APPROVED POINT OF �- COLLECTION THAT DOES NOT CREATE A HAZARD, LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION -� - WALLS. THE GRADE SHALL FALL NOT FEWER THAN 6 INCHES (152 STUB OUT #4 BAR -III-III MM) WITHIN THE FIRST 10 FEET 13048 MM) -" x 18" Q 24" o c -III=1 :: ; . APPRovED ANCHOR BOLTS PER ENG'5. GALG5. FOUNDATION WALL 51ZE: 8404.15.2 CONCRETE WALL THICKNESS. THE GONG. FOUNDATION WALL THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO T (SIZE $ REBAR CONFIG.-III= 2 X 6 STUDS 0 16"O.C, OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY v, =III PER ENG'G CALCS. W/ R-21 INSULATION ABOVE. ■ 0 � 3. =III=III=III-III �=III=III=III= ..` .' e •_: < .. ;, .: 8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED R-10 PERIMETER SLAB INSULATION 24 GRADE ADJACENT TO THE FOUNDATION At ALL POINTS NOT LESS =III= PLACE VERTICAL OR HORIZONTAL W.' THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS USED AND 1 -III III= = = = = Q INSIDE PERIMETER OF FOUNDATION NOT LESS THAN 6 INCHES 1152 MM) ELSEWHERE. III -III -III -III -III CO FOOTING DRAIN 8403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND ■ U, FER ENG'G WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS M SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH `' J THI5 SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALL5 ON ^ MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS z UD AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD N SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH CTION MINIMUM 1/2 -INCH DIAMETER ( MM) ANCHOR BOLTS SPACED NOT � M � GREATER THAN 6 M FEET 11829 MM) ON CENTER OR APPROVED \ ANGHOR5 OR ANCHOR STRAPWS SPACED AS REQUIRED TO PROVIDE E `� �I EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR JI) NT5BOLTS. BOLTS SHALL EXTEND NOT LE55 THAN 7 INCHES (Ila MM) co O INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY M (� UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF W THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED C6 ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE W CU THAN 12 INCHES (305 MM) OR LE55 THAN SEVEN BOLT DIAMETERS ` FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL J SOLE PLATES ON MONOLITHIC 5LA5 FOUNDATION THAT ARE NOT Q PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND .. SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R311 AND R318, 5/8" GWB (TYPE "X") O = 2x 5TUD5 R311-1 LOCATION REQUIRED. PROTECTION OF WOOD AND R-21 INSULATION WOOD5A5ED PRODUCTS FROM DECAY SHALL BE PROVIDED IN O Q THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE O II v WOOD OR WOOD THAT 15 PRESERVATIVE -TREATED IN c0 3/4" TAG. PLYWOOD 5UBFLOOR ACCORDANCE WITH AWPA UI. z "l 2x RIM JOISTS GLUED 8 NAILED 4, THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR cn EXPANSION JOINT CONCRETE WALLS HAVING CLEARANCES OF LE55 THAN 1/2 INCH J R-30 INSULATION (12.1 MM) ON TOP5, 5IDE5 AND ENDS. 4" GONG, SLAB ON 6 MIL V15QUEEN VAPOR BARRIER FOUNDATION: 81003.2 FOOTINGS AND FOUNDATIONS. FOOTINGS FOR FLR, J1 5T5. PER PLAN MASONRY CHIMNEYS SHALL BE CONSTRUCTED OF CONCRETE OR 5OL11D MASONRY NOT LE55 THAN 12 INCHES (305 MM) THIGK AND r^ 2x P.T. SILL PLATESHALL EXTEND NO LE55 THAN 6 INCHES (152 MM) BEYOND THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL SIDES. .. W APPROVED ANCHOR 5OLT5 FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH o c OR ENGINEERED FILL BELOW FR05T DEPTH. `' J R-21 INSULATION IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE NOT Q LE55 THAN 12 INCHES (305 MM) BELOW FINISHED GRADE. MAINTAIN 1" AIR SPACE ;_ APPROVED VAPOR BARRIER M GONG. FOUNDATION WALL 2x6 STUDS 0 16" O.C. CONCRETE STRENGTH: IRC 8402.2 CONCRETE SHALL HAVE A W (SIZE 8 REBAR CONFIG. MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE dr8402.2. CONCRETE SUBJECT TO WEATHERING SHALL BE AIR PER ENG'G GALGS. a •:. P.T. BOTTOM PLATE ENTAINED AS SPECIFIED IN TABLE R402.2. UNLESS NOTED a19 OTHERWISE BY THE ENGINEER OF RECORD ON THEIR O a °• 5-5HEET5. ° •' BASEMENT 5LA5 O 00 FILL: 8506.2.2 BASE. A 4-INCH-THIGK (102 MM) BASE COURSE CON515TING OF CLEAN GRADED SAND, GRAVEL, CRUSHED STONE, - CRUSHED CONCRETE OR CRUSHED 5LA5T-FURNACE SLAG PASSING O a A 2 -INCH (51 MM) 51EVE SHALL BE PLACED ON THE PREPARED l e SUBGRADE WHERE THE SLAB 15 BELOW GRADE. `' lal III III III III u a 1=111=111=111=111=11 8403.1.3 FOOTING AND STEM WALL REINFORCING IN SEISMIC DESIGN GATEGORIE5 DO, DI, AND D2. CONCRETE FOOTINGS FOOTING DRAIN LOCATED IN SEISMIC DESIGN CATEGORIES DO, D1 AND D2,45 ESTABLISHED IN TABLE R301.20), SHALL HAVE MINIMUM REINFORCEMENT IN ACCORDANCE WITH THIS SECTION AND FIGURE 8403.1.3. REINFORCEMENT SHALL BE INSTALLED WITH SUPPORT AND COVER IN ACCORDANCE WITH SECTION 8403.1.3.5. WELLI PLACED .4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE Ne PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE GARAGE UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH 5EI01"ARATION DOF FOOTINGS SHALL AL50 CONFORM TO SECTION 8403.1.4.1. 8403.1.1 MINIMUM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR 5CALE.3/4''= 1 _ CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES R403.10U THROUGH R403.1(3) AND FIGURE R403.10) OR R403.1.3, AS APPLICABLE. THE FOOTING WIDTH SHALL BE 5A5ED ON THE LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE R401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LE55 THAN 2 CHECKED INCHES (51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING. FOOTING THICKNESS AND PROJECTION FOR FIREPLACES N H D SHALL BE IN AGGORDANGE WITH SECTION R10012. THE SIZE OF FOOTINGS SUPPORTING PIER5 AND COLUMNS SHALL BE BASED ON DRAWN BY THE TRIBUTARY LOAD AND ALLOWABLE 501L PRESSURE IN MJW ACCORDANCE WITH TABLE R401.4.1. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET DESIGN FORTH IN SECTION 8403.2, AND FIGURES 8403.1(2) AND 8403.1(3). 1-949 FOOTINGS FOR PRECAST FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4, O AND FIGURES 8403.41) AND R403.4(2). 8406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. SHEET NUMBER EXCEPT WHERE REQUIRED BY SECTION 8406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING 1 OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT I FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 -INCH (1 .5 MM) PORTLAND CEMENT 1 OF 8 PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: I. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. NOTE: 3. ONE -EIGHTH -INCH (3.2 MM) COAT OF SURFACE -BONDING While every attempt has been made to assure the accuracy of these drawings, ALL CEMENT COMPLYING WITH ASTM G887. INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION components. R406.2. com p 5. OTHER APPROVED METHODS OR MATERIALS. Any structural components specified are for reference only and must be verified with the EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. 1 5'=1 1/2" I'=11 1/2" 12'=O a1=011 10'=11 1/2" 0'=3 1/2" 1 1 5'=:5 1/2" 1 5046 HS. 5040 HS. 606515a) 5046 HS. BED W. 10-4 X 12-(o C cti W. 11=E X 144o Q) BED 10=0 X 15=3 SD O � -� 3'- 2 6068 Bal -PASS SD SD/CM O WARDROBE 01 Z -------R--------- 8 S --- �,Wq) Z UP (0068 BI -PASS W/H FURN. SD/GM WARDROBE Cf)O ------ R 8 5------ 2468 Cf) AT14 E.F. 2 _ 406 BI -PASS LAV � \S)� \ 11=1 X 9=1 :4L INEN ° E -(o 1/2" 5'-3" I0'-8" Ir If STORAGE RM. a cd 18-0 X 1140 12'=13 1/2" (0 _13 IS'_(o 1/2" (o'=3 1/2" 14'-2" 40'-011 FLOOR PLAN © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. 5GALE ; 1/4 11 _ 11=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 M15052 RECIRCULATION OF AIR. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR CIRCULATED TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS, TOILET ROOMS AND KITCHENS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS INSIDE THE BUILDING. THIS SECTION SHALL NOT PROHIBIT THE INSTALLATION OF DUCTLESS RANGE HOODS IN ACCORDANCE WITH THE EXCEPTION TO SECTION M15033, M1505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4. M1505.4.1 SYSTEM DESIGN. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FANS, OR A COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS AIRE PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED AS PROVIDING SUPPLY VENTILATION. MI505.4.2 SYSTEM CONTROLS. THE WHOLE -HOUSE MECHANICAL BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 8102.3.5. THE WALL ENABLE MANUAL OVERRIDE. GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT CHECKED DWELLING N H D TT V� M1505.4.3 MECHANICAL VENTILATION RATE. THE WHOLEHOUSE DRAWN BY 0 MJW MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR DESIGN M AIR AT A CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH 1-949 FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN TABLE M1505.4.30) OR EQUATION 15-1. VENTILATION RATE IN CUBIC 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT O FEET PER MINUTE = (0.01 x TOTAL SQUARE FOOT AREA OF HOUSE) + Z ' SEPARATION REQUIRED BY THIS SECTION: 7.5 x (NUMBER OF BEDROOMS + 1) EQUATION 15-1 NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON 2 THE SAME LOT: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR O EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL THAT ARE WITHIN THIS AREA 2 OF 8 R404.1 LIGHTING EQUIPMENT. NOT LESS THAN 90 PERCENT OF AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC MLO HIGH-EFFIGAGY LAMPS. AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED UPC 608.2 FOR WATER PRESSURE HIGHER THAN 80 PSI AN 101 IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS --METAL APPROVED PRESSURE REDUCING VALVE (PRV) SHALL BE M AND FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, UD AND CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED Z N AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC- PLUS -EMBEDDED -FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES. TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK Z SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A cO E AND SHALL BE MARKED "181A -P" FOR PRESSURE -SENSITIVE TAPE, co 181 A -M" FOR MASTIC OR "I81 A -H" FOR HEAT-SENSITIVEM 0 TAPE. TAPES AND MASTICS USED TO SEAL METALLIC AND `O U FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL co • COMPLY WITH UL 181B AND SHALL BE MARKED "181 B -FX" FOR U) PRESSURE -SENSITIVE TAPE OR "ISI BM" FOR MASTIC. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM Z EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 1818 AND SHALL BE MARKED IVB -C. Z CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM) AND SHALL BE E MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE Uj 2 O SHEET -METAL SCREWS OR RIVET EQUALLY SPACED AROUND THE JOINT. O EGRESS DOOR: 8311.2 EGRESS DOOR NOT LESS THAN ONE EGRESS O D DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE SHALL SIDE AND SHALL A Z U = EGRESS DOOR BE -HINGED, PROVIDE 7 CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE L MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.51 RAD). THE CLEAR HEIGHT OF Z • THE DOOR OPENING SHALL BE NOT LESS THAN l8 INCHES 0981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE Z W 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. Uj R3113 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL M BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR 3: O DOOR. THE WIDTH OF EACH LANDING SHALL BE NOt LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION OF NOT LESS V_ THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. Z co THE SLOPE At EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT co VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). Z GARAGE/DWELLING DOOR:ox 8302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE Z OM GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE Z W GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYGOMBGOfRE STEEL DOORS NOT LESS THAN 13/8 INCHES Zb (35 MM) THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH • A SELF-CLOSING OR AUTOMATIC -CLOSING DEVICE. ^ L.L 8308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL 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 INGHES (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 INA CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES (3.14 RAD) FROM THE PLANE OF THE DOOR IN A 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 8102.3.5. THE WALL SEPARATION PROVISIONS OF TABLE 8302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT CHECKED DWELLING N H D UNIT WALL. DRAWN BY TABLE 8302.6 DWELLING -GARAGE SEPARATION MJW FROM THE RESIDENCE AND ATTICS. NOT LESS THAN 1/2 -INCH DESIGN GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE 1-949 FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT O STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: SHEET NUMBER NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON 2 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 2 OF 8 R404.1 LIGHTING EQUIPMENT. NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFIGAGY LAMPS. UPC 608.2 FOR WATER PRESSURE HIGHER THAN 80 PSI AN 101 APPROVED PRESSURE REDUCING VALVE (PRV) SHALL BE INSTALLED. IC R303.1 LIGHT ACTIVATION. WHf OUTLETS ARE INSTALLED IN It STAIRWAYS, THERE SHALL BE AT EACH FLOOR LEVEL TO Cc LIGHTING OUTLET WHERE THE OR MORE RISERS, I NOSING MIN. NOSING MA; EXTERIOR STAIRWAYS SHALL NS TO ILLUMINATE THE STAIRS, SND TREADS TO A LEVEL NOT (11 LUX) MEASURED AT THE ND LANDINGS. V-36" ABOVE STAIRS WITH 4 =Q. GUARDS SHALL NOT HAVE S FROM THE WALKING SURFACE TO ARD HEIGHT WHICH ALLOW PASSAGE 4ERE 4 IN, IN DIAMETER, SEE SNS, R311.1h THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MIN, WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. R 4NGHORS 3LE SPACE 1/ 5/8" TYPE "X" G.W.B. IIYVrTL/ , JIT II I, iIRWAYS SHALL BE NOT LESS THAN 36 N CLEAR WIDTH AT ALL PG71NfiS'AB1')VE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LE55 THAN 311/2 INCHES (181 MM) WHERE A HANDRAIL IS INSTALLED ON ONE 51DE AND 21 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. STAIR CONSTRUCTION DETAIL tl�A `T= ( SIMILAR) 8403.4 MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUID5 ABOVE 105'F (41°C) OR BELOW 55'F (13°C) SHALL BE INSULATED TO A MINIMUM OF R=6. r, EXPAN510N TANK REQ. W1 CLOSED PLUMBING SYSTEM. - 5HUT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO EXTERIOR POINTING DOWN (" MIN. . TO 24" MAX. FROM GROUND. %4" X 22 GAUGE 5E15MIC STRAP IN THE UPPER AND LOWER THIRDS. W/ MIN. )/4 X 2 LAG SCREW 8 W,45HER. 2 X 4 LEDGER ATTACHED TO 5TUD5 BY Y4 X 4 LAG 5CREW5 W/ WASHER. (TYP.) 4 PLEX15LE GAS CONN. ANCHOR WATER NEATER TO BASE - BASE TO FLOOR RAI5E PILOT LIGHT IB'' ABOVE FIN. FLR. L[ -WATER HEATER SUPPORT (WSEC R403.5.5) ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE 5 FLOORS SHALL BE PLACED ON A INSULATED SURFACE WITH A MIN. THERMAL RESISTANCE OF R-10 AND A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI, 2X12 P.T. DECK JOISTS a 16" O.G. APPROVED POSITIVE POST TO BEAM CONN. PER ENG'G CALC5., TYP. P.T. LEDGER 8 APPROVED HANGERS PER ENG'G. CALC5., TYP. -- HDR --- ii --- I II I II I II I II I II I II I II I II I II I II I II I II 1 II I II I II I I I I II I II I II I II I II I II I II I II I II I II I II II F �I I II I II I II I II =1 r-- ;.li BEA RING WALL --- — HD •II I I II I I 11 I I e II I I 'II I I I I 'II I I .II I I jiI I I I 11 I I 11 I I _1 AM HDR HDR II I L--- — II I ------- ------- I -----T—LI-----4. MAIN FLOOR FRAMING T 1 N O � ILl Cl JL JL JL JL JL JL I I I I I I I I I I I I JL 0 I I I I I O — —� I iF I II -- I I � II � I ~ � � II I I II � II I � O II I I HDR HDR II I L--- — II I ------- ------- I -----T—LI-----4. MAIN FLOOR FRAMING T 1 N O � ILl Cl I I I I I I I I I I I I 0 I I I I I O I I I � I I � I ~ � I I O I O I I LL cXv I I � I I I II I I II li I II:I I I I I l i T17 III, I IId J I M E I I Il I I I IKI — J IFI -- -- — --- --- BIW © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. SCALE : 1/4 II - 11-0II TRUSSES: 8502.11.1 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE 5TATUTE5 OF THE JURISDICTION IN WHICH THE PROJ- ECT 15 TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION RIO6.1. 8502.11.2 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 DE51GN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICES, 5UGH A5, THE 55CA BUILDING COMPONENT SAFETY INFORMATION (5C51) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, R9O5.2.1 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 1 LAYER OVERLAPPPING 2 INCHES. RAFTERS: 88023 FRAMING DETAILS. RAFTERS SHALL BE FRAMED NOT MORE THAN 11/2-INCHE5 (38 MM) OFFSET FROM EACH OTHER TO RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE A5 A TIE. RIDGE BOARD SHALL BE NOT LE55 THAN I -INCH (25 MM) NOMINAL THICKNESS AND NOT LE55 IN DEPTH THAN THE CUT END OF THE RAFTER. AT VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LE55 THAN 2 -INCH (51 MM) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TOA BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. WHERE THE ROOF PITCH IS LE55 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 A5 BEAMS. RAFTER OPENINGS: IRC 8802.9 OPENINGS IN ROOF e CEILING FRAMING SHALL BE FRAMED WITH HEADER 8 TRIMMER JOISTS. WHEN THE HEADER J015T SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME 51ZE A5 THE CEILING JOIST OR RAFTER WHEN THE HEADER J015T SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER J015T SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER- R903.2.1 EADER R903.2.1 LOCATIONS. FLA5HING5 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 OFA SLOPED ROOF INTERSECTS A VERTICAL 51DEWALL. WHERE FLASHING 15 OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). 8703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED 5HINGLE-FA5HION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDNG STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 111. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 114. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTE- RIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER- RE515TIVE BARRIER COMPLYING WITH SECTION 103.2 FOR 5U55EQUENT 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' 5 INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER' 5 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR 5LOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER- RE515TIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS U51NG PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3. 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 COPINGS AND SILLS, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TOA WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. WEATHER RE515TIVE SHEATHING PAPER: 8103.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH A5TM D 226 FOR TYPE I FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LE55 THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LE55 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 M Z (.0 lt00 MLO 0 M Z `O N ZcO E �M O WQ� co uj �Oo 0z =az J LLI U) M O V_ 00 00 Idi Q O m Z b a CHECKED DRAWN BY DESIGN 1-949 O SHEET NUMBER K 1 3 OF 8 1 a IC z MAIN FLOOR PLAN @ COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. A4 5U,4�' LOWER FLOOR: 1,003 50. FT. MAIN FLOOR: 1,283 5Q. FT. TOTAL: 2,28(o 50. FT. COU'® PORCH, RATIO, GARAGE, 420 5Q. FT. $ DECK: 232 5Q. FT. GLA55 AREA: 142.15 5Q, FT. GLAZING PERCENTAGE (CL / FL): (o.24 % 5c;AL : 1/4 11 = 11=011 8314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3, ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS 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 LOUDER LEVEL PROVIDED THAT THE LOUDER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OFA SMOKE ALARM REQUIRED BY THI5 SECTION. LIGHT 4 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 5HALL BE THROUGH WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR 5HALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: R310.2.1 MINIMUM OPENING AREA. EMERGENCY AND E5CAPE RESCUE OPENING5 5HALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5.1 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY E5CAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING 5HALL BE NOT LE55 THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LE55 THAN 20 INCHES (508 MM). WINDOW SILLS: 8312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOW OPENING5 WILL NOT ALLOW A 4-INCHDIAMETER (102 MM) SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 83122.2. HATCHES AND DOORS: NI1022.4 (8402.2.4) ACCE55 HATCHES AND DOORS. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE -FILL INSULATION IS INSTALLED, A WOODFRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE LOOSE -FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS 15 OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT MEAN5 OF MAINTAINING THE INSTALLED R -VALUE OF THE LOOSE -FILL INSULATION. 8301.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT 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: IRC R3011 WATER CLOSET 5HALL BE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LE55 THAN 21" WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND 5HOWER ENCLOSURE AREAS SHALL BE COVERED WITH APPROVED WATERPROOF MATERIAL. UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TUB5 SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL. GYPSUM WALLBOARD: 8702.3.7 WATER-RESISTANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHE51VE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM C1178, C1210 OR C1396. USE OF WATER-RESISTANT GYPSUM BACKING BOARD 5HALL BE PERMITTED ON CEILINGS. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING TH05E AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER. R102.3.7.1 LIMITATIONS. WATER-RESISTANT GYPSUM BACKING 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 ■O M Z111 - OC) MLo M Z `0 (\1 L LLI 2O Z F y LLI 3 x �c 0 z O O U W U) X O co O I..L CHECKED NHD DRAWN MJW DESIGN 1-949 O SHEET NUMBER 4 4 OF 8 VENTILATION REQUIREMENTS I "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM.25 WS 110 CFM 5a .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 ■O M Z111 - OC) MLo M Z `0 (\1 L LLI 2O Z F y LLI 3 x �c 0 z O O U W U) X O co O I..L CHECKED NHD DRAWN MJW DESIGN 1-949 O SHEET NUMBER 4 4 OF 8 CLASS -C ROOFING MATERIAL E FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0" NO PENETRATIONS ALLOWED -2 LAYERS OF ROOF VENT WITHIN 4' OF a/a" TYPE 'X' GWS EAVE WITH SOLID BLOCKING MFR TRUSSES -a 24" O.G. CLASS -C ROOFING MATERIAL 4 FIRE-RESISTANT SHEATHING WITHIN FIRST R-49 INSUL. 4'-0" NO PENETRATIONS ALLOWED 5/all TYPE 'X' GWB 5/s" TYPE 'X' GWB 2 x 6 WOOD STUDS 2 LAYERS OF 16" O.G.2 TYPE 'X' GWS TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR APPLY TO WALLS CLOSER THAN 5' SIDING FROM THE LINE USED FOR FIRE SEPARATION R-211NSUL. O MFR TRUSSES -M 24" O.C. R-491NSUL. '- Na" TYPE 'X' GWB TYPE 'X' GWB 2 x 6 WOOD STUDS 6 1611 O.C. 5/a" TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR SIDING R-21 INSUL. 1-�� FIRE RATED WALL 4 OVEWANG 5C,4LE : N.T.S. GYPSUM UJALL50ARD, WOOD 5TUD5 ONE LAYER 5B" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF EITHER 2X3 OR 2X4 WOOD STUDS, TURNED FLATWISE, 24" O.C. W/ &D GEMENT COATED NAILS, 11/5" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.G. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12" ON OPPOSITE SIDES. (NLB) THICKNESS: 2 7/5 APPROX. WEIGHT: 7 Psf FIRE TEST: (UL, 9-12-96 UL DESIGN U33a NR PLAN vl POS? DETAIL N.T.5. JL RI319-129, UL DESIGN L (c X (o P05T 5/0" DEN5GLA55 FIREGAURD WR,4P W/ 5/4 X 9 1/4 H ARD IE TRIM 5/4 X 11 1/4 H ARD IE ACCENT TRIM TOP 4 50TTOM 1 HR POST IDETAIL-A N.T.S. - -V Vj h',IV \ Y II / C - I I Vl-f I�\ -A - - - V.V. OF FRAMING PLAN ARCH'L. GRADE COMP. SHINGLES 150 ASPHALT FELT APPROVED HURRICANE TIE AS PER ENG'G GALLS. SCRN'D VENT BLK'G 1/2" NOM. SHEATHING 4" GUTTER OVER 5/4 x 6" FASCIA TYPICAL WALL CONSTRUCTION ARCH'L- GRADE COMP. SHINGLES 15# ASPHALT FELT INSUL. BAFFLE APPROVED HURRICANE TIE AS PER ENG'G CALCS. 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) SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 15IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 8317.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. EXCEPT I ONS: 1. COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING I INCH (25 MM) ABOVE A CONCRETE FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH AND THE EARTH IS COVERED BY AN APPROVED IMPERVIOUS MOISTURE BARRIER, 2. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING WHERE SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT MORE THAN S INCHES (203 MM) FROM EXPOSED EARTH AND THE EARTH IS COVERED BY AN IMPERVIOUS MOISTURE BARRIER 3. DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING NOT LESS THAN I INCH (25 MM) ABOVE A CONCRETE FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH. FLOOR FRAMING: 8502.6 BEARING. THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 11/2 INCHES (38 MM) OF BEARING ON WOOD OR METAL, HAVE NOT LESS THAN 3 INCHES OF BEARING (16 MM) ON MASONRY OR CONCRETE OR BE SUPPORTED BY APPROVED JOIST HANGERS. ALTERNATIVELY, THE ENDS OF JOISTS SHALL BE SUPPORTED ON A 1 -INCH BY 4 -INCH (25 MM BY 102 MM) RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT STUD. THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT, ORA SILL PLATE OF 2 -INCH -MINIMUM (51 MM) NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING AREA OF 48 SQUARE INCHES (30 865 MM2). BEARING PARTITIONS: R502.4 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 (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD, WALL FRAMING: R602.3.2 TOP PLATE. 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 NOT LESS THAN 24 INCHES ((o10 MM). JOINTS IN PLATES NEED NOT OCCUR OVER STUDS. PLATES SHALL BE NOT LESS THAN 2-INCHE5 (51 MM) NOMINAL THICKNESS AND HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. HEADERS: R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS. WHERE THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET (1219 MM), THE HEADER JOIST SHALL BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST, SINGLE TRIMMER JOISTS SHALL BE USED TO CARRY A SINGLE 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. 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, PRE- MANUF TRUSSES 9 24" O.G. (SEE ROOF FRMG. FOR PITCH) INSULATION BAFFLES TO MAINTAIN MIN. 1" AIR SPACE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R-49 INSULATION 5/a GWB \ 2-2x6 TOP PLATE R-21 INSULATION / WHEN USING 4 x HEADER IN 2 x 6 WALL FILL VOID w/R-10 RIGID INSUL. BD. VARIES "WHEN TRU55EID PRE- MANUF TRUSSES Q 24" O.G. (SEE ROOF FRMG. FOR PITCH) - ATTIC VENTILATION 5CAL . 1/4 11. 1 1.0 11 SCRN'D VENT BLK'G R-49 INSULATION 1/2" NOM. SHEATHING PROVIDE ATTIC 5PACE VENTILATION 45 PER IRC (1,P20 5q. Ft. x 1/150 _ 12.1 5q. Ft. VENT AREA REQ'D CHECKED DRAWN BY L DESIGN -949 O ET NUMBER 4" GUTTER OVER , 5/8 GWB 5/4 x,5'' FASCIA I �Vd 2-2x6 TOP PLATE 5 '- R-21 INSULATION TYPICAL WALL— ] NOTE: CONSTRUCTION VAR1E5 WHEN Tevery attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated (OPT. 5 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 1 5 OF 8 1 IC z 6,4 FILE NO. LJP 8105 I GENERIC ONE HIOUR FIRE GYPSUM UJ4LL50,4RD, GYPSUM 5HEATHIING, LJOOD STUDS EXTERIOR SIDE: ONE LAYER 4V WIDE 5/5" 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 7" O.C. 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: APPROX. WEIGHT: VARIES 7 Psf BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH &D COATED NAILS, 11/&" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. FIRE TEST: SEE WP 3510 (LOAD BEARING) (UL 83501-47,-48, 9 - NR PLAN vl POS? DETAIL N.T.5. JL RI319-129, UL DESIGN L (c X (o P05T 5/0" DEN5GLA55 FIREGAURD WR,4P W/ 5/4 X 9 1/4 H ARD IE TRIM 5/4 X 11 1/4 H ARD IE ACCENT TRIM TOP 4 50TTOM 1 HR POST IDETAIL-A N.T.S. - -V Vj h',IV \ Y II / C - I I Vl-f I�\ -A - - - V.V. OF FRAMING PLAN ARCH'L. GRADE COMP. SHINGLES 150 ASPHALT FELT APPROVED HURRICANE TIE AS PER ENG'G GALLS. SCRN'D VENT BLK'G 1/2" NOM. SHEATHING 4" GUTTER OVER 5/4 x 6" FASCIA TYPICAL WALL CONSTRUCTION ARCH'L- GRADE COMP. SHINGLES 15# ASPHALT FELT INSUL. BAFFLE APPROVED HURRICANE TIE AS PER ENG'G CALCS. 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) SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 15IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 8317.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. EXCEPT I ONS: 1. COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING I INCH (25 MM) ABOVE A CONCRETE FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH AND THE EARTH IS COVERED BY AN APPROVED IMPERVIOUS MOISTURE BARRIER, 2. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING WHERE SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT MORE THAN S INCHES (203 MM) FROM EXPOSED EARTH AND THE EARTH IS COVERED BY AN IMPERVIOUS MOISTURE BARRIER 3. DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING NOT LESS THAN I INCH (25 MM) ABOVE A CONCRETE FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH. FLOOR FRAMING: 8502.6 BEARING. THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 11/2 INCHES (38 MM) OF BEARING ON WOOD OR METAL, HAVE NOT LESS THAN 3 INCHES OF BEARING (16 MM) ON MASONRY OR CONCRETE OR BE SUPPORTED BY APPROVED JOIST HANGERS. ALTERNATIVELY, THE ENDS OF JOISTS SHALL BE SUPPORTED ON A 1 -INCH BY 4 -INCH (25 MM BY 102 MM) RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT STUD. THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT, ORA SILL PLATE OF 2 -INCH -MINIMUM (51 MM) NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING AREA OF 48 SQUARE INCHES (30 865 MM2). BEARING PARTITIONS: R502.4 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 (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD, WALL FRAMING: R602.3.2 TOP PLATE. 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 NOT LESS THAN 24 INCHES ((o10 MM). JOINTS IN PLATES NEED NOT OCCUR OVER STUDS. PLATES SHALL BE NOT LESS THAN 2-INCHE5 (51 MM) NOMINAL THICKNESS AND HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. HEADERS: R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS. WHERE THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET (1219 MM), THE HEADER JOIST SHALL BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST, SINGLE TRIMMER JOISTS SHALL BE USED TO CARRY A SINGLE 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. 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, PRE- MANUF TRUSSES 9 24" O.G. (SEE ROOF FRMG. FOR PITCH) INSULATION BAFFLES TO MAINTAIN MIN. 1" AIR SPACE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R-49 INSULATION 5/a GWB \ 2-2x6 TOP PLATE R-21 INSULATION / WHEN USING 4 x HEADER IN 2 x 6 WALL FILL VOID w/R-10 RIGID INSUL. BD. VARIES "WHEN TRU55EID PRE- MANUF TRUSSES Q 24" O.G. (SEE ROOF FRMG. FOR PITCH) - ATTIC VENTILATION 5CAL . 1/4 11. 1 1.0 11 SCRN'D VENT BLK'G R-49 INSULATION 1/2" NOM. SHEATHING PROVIDE ATTIC 5PACE VENTILATION 45 PER IRC (1,P20 5q. Ft. x 1/150 _ 12.1 5q. Ft. VENT AREA REQ'D CHECKED DRAWN BY L DESIGN -949 O ET NUMBER 4" GUTTER OVER , 5/8 GWB 5/4 x,5'' FASCIA I �Vd 2-2x6 TOP PLATE 5 '- R-21 INSULATION TYPICAL WALL— ] NOTE: CONSTRUCTION VAR1E5 WHEN Tevery attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated (OPT. 5 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 1 5 OF 8 1 IC z LLI H H LU I x 2 TRIM ON 5/4 x 8 BARGE BD, EXPLANATION OF HE OVERALL HEIGHT - "X": 18'-3 1/5" LOWE5T TRU55 POINT - "1"': 10'-4 3/0" I0'-3 1/8" (X) - 10'-4 3/8" (1) _ T-lO 3/4" (Q) T-10 3/4" (Q) / 2 = 3'-11 3/8" I0'-4 3/8" (1') + 5'-3 1/2" = 14'-3 3/4" AVERAGE HEIGHT = 14'-3 3/4" 0 IL COMP051TION ROOFING GABLE VENT 5PINGLE SIDING ----------------- CONT. METAL GUTTER ON 5/4 X S FA5CIA BD, TYP. 5/4 x 4 VERT. i WINDOW TRIM TVP. HORIZ. LAP 51DING 36" HIGH RAILING. 2 x 2 BEVELED SILL ON -----------i 5/4 x 6 SILL TRIM TYP. 6X6 P.T. POST UJ/ 5/4 WRAP. 5/4 X S GAP ON TOP S BOTTOM © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. 5c;AL : 1/4 ii = 11=0'' REAR ELEVATION, © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. 5c;AL e 1/411- 11_011 IXIO TRIM BD. 6x BEAM 3x LEDGER UJ/ 1i2 DIA. LAG BOLTS a 32" O.C. APPROVED J5T5. HANGERS 2x DECKING 5PAGED 1/4" APART 2x JOISTS @ 16" O.G. 6x P05T5 L_ GONG. FTG. W/ APPROVED POST BASE PER ENG'5. CALG5. Sal <010C d . a. 2x 5TUD5 R-21 INSULATION BASEBOARD 3/4" TAG. PLYWOOD 5UBFLOOR GLUED d NAILED FLR J5T5. PER PLAN DECK FRAMING DETAIL ,rdLe ,.y11 _ p_J1� A 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) CD CO vi N uj Oo 0 z L) -r UjJ WU) co O Z co CID0 O m Z b a CHECKED DRAWN BY MJW DESIGN -94 9 O SHEET NUMBER no 1 6 OF 8 1 i3 c) 2X2 UJ/ CHAMFERED L11 EDGE ATOP 5/4X4 5/4x445/4x3 CORNER BD. EXPLANATION OF HE OVERALL HEIGHT - "X": 18'-3 1/5" LOWE5T TRU55 POINT - "1"': 10'-4 3/0" I0'-3 1/8" (X) - 10'-4 3/8" (1) _ T-lO 3/4" (Q) T-10 3/4" (Q) / 2 = 3'-11 3/8" I0'-4 3/8" (1') + 5'-3 1/2" = 14'-3 3/4" AVERAGE HEIGHT = 14'-3 3/4" 0 IL COMP051TION ROOFING GABLE VENT 5PINGLE SIDING ----------------- CONT. METAL GUTTER ON 5/4 X S FA5CIA BD, TYP. 5/4 x 4 VERT. i WINDOW TRIM TVP. HORIZ. LAP 51DING 36" HIGH RAILING. 2 x 2 BEVELED SILL ON -----------i 5/4 x 6 SILL TRIM TYP. 6X6 P.T. POST UJ/ 5/4 WRAP. 5/4 X S GAP ON TOP S BOTTOM © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. 5c;AL : 1/4 ii = 11=0'' REAR ELEVATION, © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. 5c;AL e 1/411- 11_011 IXIO TRIM BD. 6x BEAM 3x LEDGER UJ/ 1i2 DIA. LAG BOLTS a 32" O.C. APPROVED J5T5. HANGERS 2x DECKING 5PAGED 1/4" APART 2x JOISTS @ 16" O.G. 6x P05T5 L_ GONG. FTG. W/ APPROVED POST BASE PER ENG'5. CALG5. Sal <010C d . a. 2x 5TUD5 R-21 INSULATION BASEBOARD 3/4" TAG. PLYWOOD 5UBFLOOR GLUED d NAILED FLR J5T5. PER PLAN DECK FRAMING DETAIL ,rdLe ,.y11 _ p_J1� A 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) CD CO vi N uj Oo 0 z L) -r UjJ WU) co O Z co CID0 O m Z b a CHECKED DRAWN BY MJW DESIGN -94 9 O SHEET NUMBER no 1 6 OF 8 1 TOP OF PLATE TOP OF PLATE LEFT ELEVATION © COPYRIGHT EST HOME DESIGNING, INC. SCALE e 1/4 ii _ 1'=O'' TOP OF PLATE RIGHT ELEVATION © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. 5cAL : 1/4''- 1'-O" 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) Z It� MLO 0 0C -'e -)****' LO N ZcO E co �M U � vi WQCo W 0= Oo C) z UZ Z< �W LLIM :o 00 00 ox C) C)m Z b a CHECKED NHD DRAWN B 1 oE51cN -O9 SHEET NUMBERI II 7 OF 8 IC z EXTERIOR WALL BUILD-UP EXT. SIDING PER ELEVATIONS ON APPROVED VAPOR BARRIER ON 11/2" CDX SHT'G 2 - 2x6 TOP PLATES ON 2x6 STUDS a 16" O.C. W / R-21 INSULATION ON 11/2 " GU1B 2x6 BOTTOM PLATE APPROX. GRADE 15* ASPH. FELT OR APRV'D AIR BARRIER 2x STUDS R-21 INSULATION I" NOM. EXT. SIDING SEE ELEVATIONS BASEBOARD EXT. FIN. PER ELEV. APRV'D RIM Z 3/4" TAG. PLYWOOD SUBFLOOR 150 FELT METAL FLASH'G GLUED 4 NAILED 4" CONC. SLAB _ 1/2" SHEATHING R-30 INSULATION W.P. MEMBRANE FLR JSTS, PER PLAN STUB OUT *4 BAR . ; ' • ` 2x P.T. SILL PLATE `Q x IS" m 24" O.C. Z DOWNSPOUT APPROVED ANCHOR BOLTS REINF. BARS TIGHTLINE PER ENG'S. CALCS. PER ENG'G CALCS 4cL _�,--.006 BLACK VISQ. VAPOR BARRIER FOUNDATION DRAIN WASHED ROCK FILL (TYP.) SECTION -A, © COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. FTG DRAIN IN WASHED ROCK FILL (TYP) 2x STUDS 16" O.G. 2x P.T. BASE PLATE 4" CONC. SLAB ON 6 MIL VISQUEEN VAPOR BARRIER 4" COMPACT CRUSHED ROCK BASE NOTE: VERIFY ANCHOR BOLT SIZE $ SPACING AND REBAR :« SIZE 8 SPACING WITH ENGINEER CALCS. REINF. BARS PER ENG'G CALCS PORCH SLAB DETAIL5�STEM WALL DETAIL 'Sr_LEi.., I10�� � oCA_E: I'... _ 11=011V COMP. ROOFING ON 15 # FELT UNDERLAYMENT ON 11/2" O.S.B. SHEATHING TYPICAL. 5cAL e 1/4 11 - 11=011 1_011 11/2 GUJB 2x STUDS @ 16" O.G. i 1/2 GW5 I 2x4 STUDS Q 16" O.C. P.T. SILL PLATE S 4" CONC. SLAB ON 6 MIL ANCHOR BOLTS PER ENG. VISQUEEN VAPOR BARRIER BEARING WALL 4" COMPACT CRUSHED ROCK DRIVEPINS � 24" O.C. BASE BASEBOARD......... Z_ 2x4 PLATE ° 4" GONG. SLAB a IIj. lam° " R-10 PERIMETER SLAB INSULATION 77.:: PLACE VERTICAL OR HORIZONTAL ° RE INF. BARS * < PER ENG'G GALLS NOTE: VERIFY ANCHOR BOLT SIZE # SPACING AND REBAR SIZE & SPACING WITH ENGINEER CALCS. .006 BLACK VISA, REINF. BARS PER ENG'G. VAPOR BARRIER FE R ENG'G. PER ENG'G CALCS THICKENED 5LA5 IDETAIL 6LA5 ON G ED t -FE NT5. —f]D 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 co0 Z — Co mm 0 M Z `D N 01 ZcO E CIO O c WQ� uj �Oo =Qz J LLI� M O 00 00 0 Q m Z Q d CHECKED DRAWN BY DESIGN 1-949 O SHEET NUMBER :jw�:] 10 IC z