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2589-ZA_CE_DEV_Priarie_Wind_25NORTHWE5T 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 (650,000.00) DOLLAR PENALTY. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THIS AGREEMENT, OR IF YOU DESIRE TO CONTACT NHD FOR ANY REASON, PLEASE WRITE US AT. NHD MARKETING DIVISION: P.O. BOX 50103., STEILACOOM, WA' 03aa OR CALL (253) 584-6309. IMPORTANT NOTICE: THE PLAN YOU ARE RECEIVING IS DESIGNED TO BE SOLD THROUGHOUT MANY JUIR15DICTION5 AND BUILDING CODES WHICH A REFOUN IN THE UNITED STATES. AS THESE JUR151DICTION5 AND REQUIREMENTS MAY VARY, THESE PLANS WERE DESIGNED TO THE 2018 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, GALCULATIONS, 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 SHALL BE APPROVED IN WRITING OR BY A STAMP WHICH STATES "REVIEWED FOR CODE COMPLIANCE." ONE SET OF CONSTRUCTION DOCUMENTS SO REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL. THE OTHER SET SMALL BE RETURNED TO THE APPLICANT, SMALL 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 SHALL 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 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 SMALL BE INSTALLED 42" ABOVE THE FLOOR, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. MI305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OF, REPLACED. A LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE (l(o2 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 15 INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF THIS 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. MI3013.1 PROTECTION FROM IMPACT. APPLIANCES 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 SMALL 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 4 5FT FOR 90° BEND FOR A 4" EXHAUST PIPE. RANGE HOOD: M1503.2.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL DAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF 0.0157 -INCH (0.3950 MM) (NO. 28 GAUGE) WITH 1/4 INCH (6.4 MM) CLEARANCE BETWEEN THE MOOD AND THE UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS. A CLEARANCE OF AT LEAST 24 INCHES (610 MM) SHALL BE MAINTAINED BETWEEN THE COOKING SURFACE AND THE COMBUSTIBLE MATERIAL OR CABINET. THE HOOD SHALL BE AT LEAST AS WIDE 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 FOOD. EXHAUST OPENINGS: M1504.3 AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS: 1. 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 8303.5.2 AND 8303.6. EXHAUST DUCTING: MI5033 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 R301.2(1)15 BELOW 6O°F (1(o°C), EVERY DWELLING UNIT SHALL .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 THE 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 SHALL BE SELECTED BY THE OWNER. WARM AIR FU NAC S SHA IST AN A Y AN OV AG 8 8 8 E LL BE ED D LABELED B APPROVED E AND INSTALLED TO LISTED SPECIFICATIONS. FIREBLOCKING: 8302.11 FIREBLOCKING, IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORMAN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOO -F AME CONSTRUCTION IN THE FOLLOWING LO ATION S 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1 VERTICALLY AT THE CEILING AND FLOOD LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONGEALED SPACES BETWEEN 5TAIR STRINGERS AT THE TO AND P0TTOM OF THE RUN, ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES WIRES AT CEILING AN FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE F REE 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. I a : � ::_ • � : �1. : FYI 8406.2 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 8406.2 SHALL BE USED TO MODIFY THE REQUIREMENTS IN SECTION 8406.3. THE SUM OF CREDITS FROM TABLES 8406.2 AND R4063 SHALL MEET THE REQUIREMENTS OF SECTION 84063. 8406.3 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS. EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE R4062 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: I. SMALL DWELLING UNIT: ............................... 11.1 ..................... 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 #4. 3. LARGE DWELLING UNIT:......................................................................I................... 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. TAME 4062 ENERGY CREDITS (DEBITS) OPTION DESCRIPTION CREDITS) I. COMBUSTION HEATING EQUIPMENT MEETING MINIMUM FEDERAL EFFICIENCY STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.32(4) OR C40332(5) 2 FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FO RTHE EQUIPMENT LISTEDIN TABLE C403.3.2(1)C OR 040332(2) OR AIR TO WATER HEAT PUMP UNITS THAT A RECONFIGURED To PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 3. FOR HEA (EITHER FO (STANCE ONLY -1.0 4 FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE WITH A 0.5 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM IN ACCORDANCE WITH SECTION R403.1.1 INCLUDING THE EXCEPTION N/A 5 ALL OTHER HEATING -1.0 -0.5 1. EFFICIENT BUILDING ENVELOPE OPTIONS ONLY ONE OPTION FROM ITEMS 1.1 TPROUGH 1.1 MAY BE IN THIS CATEGORY. COMPLIANCE WITH THE CONDUCTIVE UA TARGETS IS DEMONSTRATED USING SECTION R402.1.4, TOTAL UA ALTERNATIVE, WHERE 3/414PROP05ED UA/TARGET U,4)1/a P THE REQUIRED %UA REDUCTION. 2. AIR 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 DOUR 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 M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN(S) (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN EGM 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, 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 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 2.0 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 0.25 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1501.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 4033 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.65, TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. ALL OTHERS - 1.0 / GROUP R-2 - 15 23 COMPLIANCE BASED ON SECTION R402.4.U: REDUCE THE TESTED AIR LEAKAGE TO 15 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 0.25 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 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. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. ALL OTHERS - 1.5 / GROUP R-2 - 2.0 2.4 COMPLIANCE BASED ONSECTION 402.4.1.2: 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 402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 0.15 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS ASDETERMINEDBY SECTION M5073 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.5 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 030. 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 AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. ALL OTHERS - 2.0 / GROUP R-2 - 25 U PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS: 3 HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS VERTICAL FENESTRATION U = 024. ALL OTHERS = 0.5 / GROUP R=2 = O.5 ONLY ONE OPTION FROM ITEMS 3.1 THROUGH 3.6 MAY BE SELECTED IN THIS CATEGORY. 12 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 13 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 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 5%, ALL OTHERS - 0.5 / GROUP R-2 - N/A 3.1 A ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 95% OR ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE BOILER WITH MINIMUM AFUE OF 90%, 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. ALL OTHER - 1.0 / GROUP R-2 - 1.0 3.2A AIR -SOURCE CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 95. TO QUALIFY TO CLAIM THI5 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. ALL OTHER - 1.0 / GROUP R-2 - N/A 1.4 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: 3.3a CLOSED-LOOP GROUND SOURCE HEAT PUMPi WITH A MINIMUM COP OF 3.3 VERTICAL FENESTRATION U = 025 OR WALL R-21 PLUS R-4 CI OPEN LOOP WATER SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET FLOOR R-35 AND MINIMUM COP OF 3.6. BASEMENT WALL R-21 INT PLUS R-5 Cl TO QUALIFY TO CLAIM TH15 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB, BELOW GRADE SLAB R-10 BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. ALL OTHER - 1.5 / GROUP R-2 - 1.0 PERIMETER AND UNDER ENTIRE SLAB OR 3.4 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 15%, SPACE HEATING 5Y5TEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM ALL OTHERS - 1.0 / GROUP R-2 - 1.0 WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOU51NG UNIT. 1.5 PRESCRIPTIVE COMPLIANCE ISBASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS- TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION VERTICAL FENESTRATION U = 022 BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT CEILING AND SINGLE -RAFTER OR JOIST -VAULTED R-49 ADVANCED WOOD FRAME WALL R-21 INT PLUS R-12 CI FLOOR R-38 BASEMENT WALL R-21 INT PLUS R-12 Cl SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB EFFICIENCY. ALL OTHER - 1.5 / GROUP R-2 - 2.0 3.5a AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0. 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. ALL OTHER - 15 / GROUP R-2 - N/A OR 3.6a DUCTLESS SPLIT 5Y5TEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 3051o. 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 = 0.15 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 -, 30 WOOD FRAME WALL R-21 INT PLUS R-16 Cl FLOOR R-48 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS BASEMENT WALL R-21 INT PLUS R-16 CI 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.O / GROUP R-2 - 2.0 1.1 ADVANCED FRAMING AND RAISED HEEL TRUSSES OR RAFTERS VERTICAL GLAZING U-0.28 R-49 ADVANCED (U-0.020) AS LISTED IN SECTION A102.2.1, 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 SHALL BE DEEPLY BURIED IN CEILING INSULATION IN ACCORDANCE WITH SECTION 8403.3.1. 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 HANDLER(S) SHALL BE LOCATED WITHIN THE CONDITIONED SPACE. ALL OTHER - 05 / GROUP R-2 - 0.5 4.2 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R40331. 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 00% 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 ALL OTHER - 1.0 / GROUP R-2 - N/A 5. EFFICIENT WATER HEATING OPTIONS ONLY ONE OPTION FROM ITEMS 5.2 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 UNIT(S) SHALL BE INSTALLED, WHICH CAPTURES WASTE WATER NEAT FROM ALL AND ONLY THE SHOWERS, 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 346-2017 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 - 0.5 / R-2 GROUP - 05 5.2 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 5.3 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 NEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 33, 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 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 HEATING 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 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 - 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 NEEASADVANCED WATER HEATING SPECIFICATION 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- 3 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 HEATER WITH A MINIMUM UEF OF 2.9 AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER 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 ADVANCED 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 - 2.5 / R-2 GROUP - 3.0 6. RENEWABLE ELECTRIC ENERGY OPTION 6.1 FOR EACH 1200 KWH OF ELECTRICAL GENERATION PER HOUSING UNIT PROVIDED ANNUALLY BY ON-SITE WIND OR SOLAR EQUIPMENT A 1.0 CREDIT SHALL BE ALLOWED, UP TO 3 CREDITS. GENERATION SHALL BE CALCULATED AS FOLLOWS: FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET THIS REQUIREMENT U51NG THE NATIONAL RENEWABLE ENERGY LA501RATOIRY CALCULATOR PVWATTS OR APPROVED ALTERNATE BY THE CODE OFFICIAL, DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS. FOR WIND GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GENERATION BASED ON THE FOLLOWING FACTORS: THE WIND TURBINE POWER CURVE± AVERAGE ANNUAL WIND SPEED AT THE SITE± FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE 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 7.1 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, VENTLE55 DRYER WITH A MINIMUM CEF RATING OF 5.2. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL 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 TO BE INSTALLED IN THE DWELLING UNIT. ALL OTHER - 05 / R-2 GROUP - 15 a. AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 WATT5/FT2 (EQUIVALENT) OF HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. O ■M V CD I Zo zN Zco E 0 13M U y�� a W� D (D W0= �Oo =az uiJ HU)� W e,; 3C) co CID CC0X Om z b a CHECKED DRAWN BY NHD DESIGN C-1 SHEET NUMBERI 1 1 OF 1 1 ARCH'L. GRADE COMP. SHINGLES 1511ASPHALT FELT APPROVED HURRICANE TIE AS PER ENG'G CALCS. SCRN'D VENT BLK'G 1/2" NOM. SHEATHING 4" GUTTER OVER 5/4 x 6" FASCIA TYPICAL WALL CONSTRUCTION APPROVED RIM BOARD DBL, 2x TOP PLATE 1/2 NOM. EXT. SHEATHING 150 ASPH. FELT OR APPR .AIR BARRIER I" NOM. EXT. SIDING SEE ELEVATIONS 2x BOTTOM PLATE APRV'D RIM PRE- MANUF TRUSSES a 24" O.C. (SEE ROOF FRMG, FOR PITCH) INSULATION BAFFLES TO MAINTAIN MIN. I AIR SPACE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R-49 INSULATION 5/6 GWB 2-2x6 TOP PLATE R-21 INSULATION / WHEN USING 4 x HEADER IN 2 x 6 WALL FILL VOID Lu/R-10 RIGID INSUL. ED. U��s "WHEN TRUSSED R-21 INSULATION FLR. JSTS. PER PLAN '/2 GWB i2 GWB 9 WALLS APPROVED VAPOR BARRIER WHERE REQUIRED R-21 INSULATION 3/4" TAG. PLYWOOD SUBFLOOR GLUED 8 NAILED R-36 INSULATION Z FLR JSTS, PER PLAN P.T. SILL PLATE # _ -I I M I -I I _ _ -I I -I ANCHOR BOLTS PER NG. j I 1=1I II I I •' ` =1 I=1 I MI REINF. BARS PER ENG'G CALCS DOWNSPOUT I TIGHTLINE III—III LLIIII D06 BLACK VISQ. VA OR llZ FOUNDATION DRAIN WASHED ROCK FILL (TYP.) ER ENG'4 TYF. TWO STORY CONFIG. 5CAL - 1/21' - 11-011 BARRIER 10 0 /I 12'-0" 1T-0 1/2" 10'-11 1/2" 6X(o POST WRAP W/ 1X CEDAR CAP & BASE TRIM (3 PLC'S.) 4" CONC. SLAB W THICKENED EDGE S.V. I � .� � � � � I`• / L C1 Ci 1� J L JL JL JL J ll a" BONNEGTORSS C 4 CONC. PADS ffi AS PER ENG'S CALCS TYP. / \ CRAWL SPACE CO I IS" MIN_ W/ 6 MIL (BLACK) / VISQ. VAPOR BARRIER TYP, S V CRAWL SPACE ACCESSI4— S.L WELL wi 19 I/2 MFG. FLOOR JSTS 'a 16" O.C. � � � I .• I S.V. (OPT. 2X1O JSTS. -M 16" O.C.) AS PER ENG'S CALCS. TYP A4 5/1 r - � ®/ DBL. JSTS. DBL. J TS. II I L 101=0 10 101=0 101=0 II / S.V. DBL. JSTS. cru S.V. c{l 4 C� 2G'=G 1/2" 3'=0" I I S -V- , I I I II II S.v. �L40 Opt GRADCr 4" CONC. SLAB 4" COMP. SAND / GRAVEL BASE SLOPE SLAB TOWARD DOOR -�� STUB #4 BARS OUT 18" INTO CONC, 0 24" O.C. AS PER ENG'S CALCS. IYP, 10'-0 APPROVED 6X6 POST BASE I - I (2) #4 BARS CONT. IN FTG. FOOTING - DOOR OPENING 4 CONC_ SLAB - W/ THICKENED EDGE — (2) #4 BARS CONT. IN FTG. @ DOOR OPENING CONT. FTG. - CONT. FTG. — 4 EDGE 7 SL 415 16 C-11EDGE OF SLAB u KLZ 1'-4 1/2" 8'I L,-3" F.0. 4 1/'211 1'-1 /2" I'-3" R.C. 1'=10 112" 1 �' - 2 - ll APPROVED 6X6 POST BASE 30'-0" 101=0" # FOOTING CONN. AS PER ENG'G CALCS. TYP. (3 PLC'S.) FOUNDATION FLAN, OO COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALA I1-0" PROVIDE GF,,4UJL SPACE VENTILATION I=E1R IRC (1,1a2 5q. fit. x I/150=1.aB 5q. Ft. /ENT AREA fREQ'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 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. 8403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10 -PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10 -PERCENT SLOPE). EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK VERIFY METHOD WITH LOCAL JURISD IGT ION. 8401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM 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 MM) WITHIN THE FIRST 10 FEET (3045 MM) FOUNDATION WALL SIZE: R404.1.52 CONCRETE WALL THICKNESS. THE THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. 8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS NOT LESS THAN 4 INGHES (102 MM) WHERE MASONRY VENEER IS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. 8403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2 -INCH DIAMETER (12.1 MM) ANCHOR BOLTS SPACED NOT GREATER THAN (o FEET NK9 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND NOT LESS THAN I INCHES (17(5 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE NOT 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 8311 AND 8318. R311_1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA UI. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.1 MM) ON TOPS, SIDES AND ENDS, FOUNDATION: RI003.2 FOOTINGS AND FOUNDATIONS, FOOTINGS FOR MASONRY CHIMNEYS SHALL BE CONSTRUCTED OF CONCRETE OR SOLID MASONRY NOT LESS THAN 12 INCHES (305 MM) THICK AND SHALL EXTEND NO LESS THAN 6 INCHES (152 MM) BEYOND THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL SIDES, FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTH. IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE NOT LESS THAN 12 INCHES (305 MM) BELOW FINISHED GRADE. CONCRETE STRENGTH: IRC 84022 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE 8402.2. CONCRETE SUBJECT TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR S -SHEETS. FILL: 8506.2.2 BASE. A 4 -INCH -THICK (102 MM) BASE COURSE CONSISTING OF CLEAN GRADED SAND, GRAVEL, CRUSHED STONE, CRUSHED CONCRETE OR CRUSHED 5LA5T-FURNACE SLAG PASSING A 2 -INCH (51 MM) SIEVE SHALL BE PLACED ON THE PREPARED SUBGRADE WHERE THE SLAB IS BELOW GRADE. 8403.1.3 FOOTING AND STEM WALL REINFORCING IN SEISMIC DESIGN CATEGORIES DO, DI, AND D2. CONCRETE FOOTINGS LOCATED IN SEISMIC DE51GN CATEGORIES DO, D1 AND D2, AS ESTABLISHED IN TABLE R301.20U, 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 R403.1.3.5. 8403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (3O5 MM) BELOW THE UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTION R403.1.4.1. 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 R403.10U OR 8403.1.3, AS APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE 8401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS THAN 2 INCHES (51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING, FOOTING THICKNESS AND PROJECTION FOR FIREPLACES SHALL BE IN ACCORDANCE WITH SECTION R1001.2. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE 8401.4.1. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET FORTH IN SECTION 8403.2, AND FIGURES R403.1(2) AND 8403.1(3), FOOTINGS FOR PRECAST FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4, AND FIGURES 8403.40) AND 8403.4(2). 8406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING, EXCEPT WHERE REQUIRED BY SECTION R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/0 -INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE -EIGHTH -INCH (3.2 MM) COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM 6887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 84062. 5, OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARSING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. Lo Zoo �MU JAM� UJ<a Ch 0 LLI0= 200 =Qz J U) LLI ci 3C) 00 00 �o 000 Z b a CHECKED M W DRAWN BY BOP DESIGN 2589 ZA SHEET NUMBER 1 1 OF 8 40'-011 12'-0" 1T-0 1/2" 10'-11 1/2" ww` ,E�� PAT10 6X6 POST WRAP W1 (�(� j�(= 1X CEDAR CAP 4 BASE TRIM (2 PLC'5.) �'-2" 5'-0" 5'-10 1/2" 8'=0" 2'= '' 4'=2" 2'=0" 2'=0" 3'=101/2" 5'=91/2" 5'=2" 2050 5H 2050 H i i 5040 H5. 5G. = I I = EGRESS 2868 `� OPT. 6 20 FIX 2665 - F ENGH S.G. � � i -' ` 020 FIX 2020 FIX DINING 2295 11 X 11 10 X 10 t �J DIRECT VENT SEE-THRU FIREPLACE INSTALL PER MFRS. 5PEC6 FLUSH HEARTH 5D 5068 BI -PASS � O WARDROBE E.F. 1R 8 5 �� \ 11 X 16-10 m o k:] COOKTOP z 5D/GM pp w - ? COMBO z 0 O `f'I I 2X6 PLUMBING E.F. 2 DRAIN WALL 3'-�" 3'- 1/" 3'-1 3/ REF. -792'=] 3/4" II �� 2468 2868 2868 c 4 8 " t< IT1' I �I MANNY EF. 1 6'041 `� TT (o'-41/2" D o �� AIR NICHE \ V (D © HNDLR @ SD/GM COMBO `� " 36" RAILING STEP MSH 1 cru ---- 1 FLUE 1 WH Z---- -1 ruf oil n , Cf) 16 Q. R11C ERS 5'=81/2" T=91/2" 31=0" �'=31/2" 3'=3" 36" RAILING 2(o' -(o 1/2" 3'-0" AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM H5PF OF 11,0. FINAL LOCATION PER MECHANICAL CONTRACTOR. ELEGTRIG NEAT PUMP WATER NEATER MEETING THE STANDARDS FOR TIER III OF NEEA'5 ADVANCED WATER HEATING SPECIFICATION. GARAGE 10,-0„ 29-3 X 20 6X6 POST 0/0 X 0/0 O.H.D. "B 10'-0" 10'-0" 30'-0" FIRSIT FLOOR PLAN. I 10 m �3'-1 1/2" 1 �4 01 1 "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM .25 WS RESIDENCE OR CIRCULATED TO ANOTHER DWELLING UNIT AND 110 CFM @.1 WS �S) - "PANASONIC" FV-08VK3 80CFM A SONES 79 CFM.25 WS FROM BATHROOMS, TOILET ROOMS AND KITCHENS SHALL NOT 80 CFM 6a .1 WS m USE PANASONIC FV-11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. S USE PANASONIC FV-08VK3 (50 CFM MIN.) @ ALL OTHER LOCATIONS. " ALL FANS TO VENT DIRECTLY TO OUTSIDE. cue .` aiv- 16/0 X 0/0 O.H.D. --T 101-011 =T91 45,11 �1 5,-011 11 20'-0" 101-0 6X6 P05T WRAP W/ S� IX CEDAR CAP 4 BASE TRIM 40'-0 lle ADHERED STONE VENEER BASE (2 PLC'S) © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. 5C,4L e 1/411- 11=011 2050 5H 2050 5H 3'=3 d 3'-(O II (J'=9 1/4" 5040 H5. 5G. CORNER ELECTRIC FIREPLACE OPTION PLAN A 5U MA "r UJ/ TEEN / THEATER RM. OPT. FIR5T FLOOR .... 1,182 5.F. FIRF FLOOR .... 1,182 5.1=. 5 CONID FLOOR �... 1,239 F_ 5ECOND FLOOR .... 1,508 5F. TOTAL A 2A21 SF. TOTAL AREAS 2 W SF. GARAGE : (o11 5F. COVERED PORCH / PATIO: 398 5.1' GLA55 AREA: 26(o 5F. GLAZING PERCENTAGE (CSL / FL): 11.9 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 MI505.2 RECIRCULATION OF AIR. EXHAUST AIR FROM BATHROOMS VENTILATION REQUIREMENTS 1 "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM .25 WS RESIDENCE OR CIRCULATED TO ANOTHER DWELLING UNIT AND 110 CFM @.1 WS 2 "PANASONIC" FV-08VK3 80CFM A SONES 79 CFM.25 WS FROM BATHROOMS, TOILET ROOMS AND KITCHENS SHALL NOT 80 CFM 6a .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 MI505.2 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. THI5 SECTION SHALL NOT PROHIBIT THE INSTALLATION OF DUCTLESS RANGE HOODS IN AGGORDANGE WITH THE EXCEPTION TO SECTION MI503.3. 1'11505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. WHOLE -HOUSE MECHANICAL VENTILATION 5Y5TEM5 SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS MI505.4.1 THROUGH M1505.4.4. M1505.4.1 SYSTEM DESIGN. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CON515T OF ONE OR MORE SUPPLY OR EXHAUST FANS, OR A COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE 45 SUCH A SYSTEM. OUTDOOR AIR DUCT5 CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED AS PROVIDING SUPPLY VENTILATION. 1'11505.4.2 SYSTEM CONTROLS. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. M1505.4.3 MECHANICAL VENTILATION RATE. THE WHOLEHOUSE O MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR �y� C AIR AT A GONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH ■ J TABLE M1505.4.30U OR EQUATION 15-1. VENTILATION RATE IN CUBIC FEET PER MINUTE = (0.01 x TOTAL SQUARE FOOT AREA OF HOUSE) + 1 1.5 x (NUMBER OF BEDROOMS + 1) EQUATION 15-1 MM W MI601.4.1 JOINTS, 5EAM5 AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, 5EAM5 AND CONNECTIONS IN METALLIC LO AND NONMETALLIC DUCT5 SHALL BE CONSTRUCTED AS SPECIFIED IN 5MACNA HVAC DUCT CONSTRUCTION STANDARDS --METAL AND FLEXIBLE AND NAIMA FIBROUS GLA55 DUCT GON5TRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, Lo AND CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED 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 SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 101A E AND SHALL BE MARKED "181,4-P" FOR PRESSURE -SENSITIVE TAPE, Z "181 A -M" FOR MASTIC OR "181 A -H" FOR HEAT-SENSITIVEO COO TAPE. TAPES AND MASTICS USED TO SEAL METALLIC AND 0 FLEXIBLE AIR DUCT5 AND FLEXIBLE AIR CONNECTORS SHALL CO • COMPLY WITH UL 1818 AND SHALL BE MARKED "181 5 -FX" FOR PRESSURE -SENSITIVE TAPE OR "181 BM" FOR MASTIC. DUCT C: CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM M EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR 0- DUCT5 SHALL COMPLY WITH UL ISIS AND SHALL BE MARKED 1815-G. Q CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LE55 THAN I INCH (25 MM) AND SHALL BE MECHANICALLY FASTENED BY MEANS OF NOT LE55 THAN THREE O SHEET -METAL 5CREW5 OR RIVET EQUALLY SPACED AROUND THE UjO JOINT. EGRE55 DOOR: 8311.2 EGRE55 DOOR. NOT LE55 THAN ONE EGRE55 O D DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THEO EGRESS SHALL SIDE AND SHALL A U = DOOR BE -HINGED, PROVIDE GLEAR WIDTH OF NOT LE55 THAN 32 INCHES (013 MM) WHERE 7 L MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH • z THE DOOR OPEN 90 DEGREES (1.51 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL BE NOT LE55 THAN 10 INCHES 0981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE I W BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM IN51DE THE DWELLING WITHOUT 1A U) THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. Uj 8311.3 FLOORS AND LANDINGS AT EXTERIOR DOOR5. THERE SHALL (� BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR O DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LE55 THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INGHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. co THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT co VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). FEE x GARAGE/DWELLING DOOR: 8302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE O GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE W O GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMBCORE STEEL DOORS NOT LE55 THAN 13/0 INCHES O (35 MM) THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH • A SELF-CLOSING OR AUTOMATIC-GL05ING DEVICE. ^ LL 8300.4.2 GLAZING ADJACENT TO DOORS, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TOA DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING 15 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 LE55 THAN ISO DEGREES (3.14 RAD) FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE 51DE OF AN IN -SWINGING DOOR 8302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. 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 MJW UNIT WALL. DRAWN BY TABLE R302.6 DWELLING -GARAGE SEPARATION BOP FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2 -INCH DESIGN GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE 2589 FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT ZA 5TRUCTURE(5) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SHEET NUMBER 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 2 THE SAME LOT: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN TH15 AREA 2 OF 8 8404.1 LIGHTING EQUIPMENT. NOT LE55 THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. UPC 600.2 FOR WATER PRESSURE HIGHER THAN 80 PSI AN 101 APPROVED PRESSURE REDUCING VALVE (PRV) SHALL BE INSTALLED. IC r— r HDR ---------------- HDR W n I I FLUSH BEAM --1 I C,II I I I J I I IL ---_ I I I I LL (Y I � LU I CS) n Q I II rr- 1 r----- HDR ----- i i 1 r HDR ---------------- HDR I I Cn BEAM I I I I El II I II I II II I JL - - - - - - -- - - C1 r--1 r--- - ---� Li II I II I II 11 II 1 II 1 II 1 II 1 F-1 II I II L_ J -1 I I L 1 I I II I I III II I �I I III I I I � I I III II I S I 1-3 ,LL _____________� __ ___ _ ______ _____- I I L ________ _______J � ______ � ________ �L_______ J HDR L________� (III _--- IILL_ 7—�- �1 O1-3 I I I I 1 I _ II1L _=SIJ I I ` \ I I W I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I LL (Y I � LU I CS) n Q I II rr- 1 r----- HDR ----- i i 1 r HDR ---------------- HDR I I Cn BEAM I I I I El II I II I II II I JL - - - - - - -- - - C1 r--1 r--- - ---� Li II I II I II 11 II 1 II 1 II 1 II 1 F-1 II I II L_ J Ir -- I I L 1 I I FLUSH BEAM -------- — -- _____ r _______ - I HDR I 1 � LF I I I I III I I I I I 11 1 C1I n n J 11 I I I I I I _J1J_1L_L ----------___= IITr I I I II II II II I III II I I III II I �I I I I I I I II I I III II I �I I III I I I � I I III II I S I (III _____________� __ ___ _ ______ _____- I I L ________ _______J � ______ � ________ �L_______ J HDR L________� (III _--- IILL_ 7—�- �1 1 1 I I I I 1 I _ II1L _=SIJ I I ` \ I I W I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I 1 I I I l I I I I i—i I I I I I I I I I I I I j I I I 1 I I I I I n I I I I n I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DBL. BLOCKING 1 I II I I DBL. BLOCKING II II II II c" II ii II FLUSH BEAM II L _ HDR ATTACHED USING APPROVED POSITIVE POST TO BEAM CONN. I A AS PER ENG'S. CALCS. TYP, \8r MA MA 5ECOND FLOOR FRAMING PLAN, © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. 5c;AL 1/4II = 11-0II FLUSH BEAM F 1 r----- HDR ----- I I I I CIII C 1 7C� _ r --I I--� I 1 I I I I I I ------- L HDR r-- HDR ----- ii BEAM 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 I II r� II I I II II I II II I II II I II II JI L--------------� II � II 1 II II I II II I II I II II I II II I II II I II II I II II I I n II I 1 1 'L W II I L _J LL r---� L 1 CO n I — 11 I - I -------- -----I BEAM HDRLF— I I I BEAM �\ I I I n n 11 I II 11 II I I II 11 II i I ct5 I � I � I n i I DBL. BLOCKING II 1L� II II IL__ H�R ATTACHED USING APPROVE POSITIVE POST TO BEAM C AS PER ENG'S. CALCS. TYP, II II II II II II II FLUSH BEAM7 II -1 L I I I IL HDR __Ji r� LJ SECOND FLOO FRAM ING HDR AN (OPTION) SCALE : 1/4 II - j 1_ 0 11 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) 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. R311.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. EXCEPTIONS: 1. COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING 1 INCH (25 MM) ABOVE A CONCRETE FLOOR OR (o 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 8 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: R502.6 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 (76 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, OR A 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: 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 (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 (610 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. 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 CO z o�O LO V � Z IN ZcOo°o CO V � � vi U) C: W�a D a) LLI 0 X200 O () X: Qz J H�� LLI c; ?'o Z o0 00 �o 000 Z b CHECKED DRAWN BY DESIGN 2589 ZA SHEET NUMBER 3 1 3 OF 8 1 I III II I I III II I �I I I I I I DI I III II I �I I III I I I � I I III II I S I I I I I I I - - - - - - - - - -- =_=_ - 71 T r I I IN II Ing------- II IN 1 I I _ II1L _=SIJ I I - 1 I I I I II I I I I I I I I I 1 I I I 1 I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I 1 I I II II II II II II II FLUSH BEAM7 II -1 L I I I IL HDR __Ji r� LJ SECOND FLOO FRAM ING HDR AN (OPTION) SCALE : 1/4 II - j 1_ 0 11 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) 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. R311.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. EXCEPTIONS: 1. COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING 1 INCH (25 MM) ABOVE A CONCRETE FLOOR OR (o 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 8 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: R502.6 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 (76 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, OR A 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: 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 (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 (610 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. 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 CO z o�O LO V � Z IN ZcOo°o CO V � � vi U) C: W�a D a) LLI 0 X200 O () X: Qz J H�� LLI c; ?'o Z o0 00 �o 000 Z b CHECKED DRAWN BY DESIGN 2589 ZA SHEET NUMBER 3 1 3 OF 8 1 cru 5'-011 101-y' 40'-011 11 11'=911 101=0" 4'-(o" 4'-(o" 91-411 514011 4040 HV 2040 FIX 6040 1 HV 2040 FIX 4040 HV EGRESS EGRESS 11 x 11-3 10 x 14-8 5D OPEN TO CHAT W. CJ 11 F- 1/2" 11 2'-" 3 _ 5068 BI -PASS } 24,111 O \ \ 1/2" �12 �� 3'-9" 3'-I0" > -A ReS r------------ I\\ I I ER 2 ` \� I s N \ 5' TUB i 3'- l� M: ° W/ SHO. I E.F. 2 4/ 3/0 LINEN > 2468 E) -A d M. BAT 4 E) M. 5EDW 12-3x14 9'=5 1/2-----------" -------------- 36 RAILING c� 122 \X 3O ATTA,'I � _ v2� 1 1/2 "- \� DESK ,FLaC I ----- Res ------ COATS 5068 BI -PASS DEN / FLEX SITTING OPT. 9-8 x 10 ' 1 ( 5' SOAK TUB 2640 CS 2640 CS S.G. 2640 FIX EGRESS 3040 C5 3040 C5 i L LINE OF WALL BELOW (01-011 141-011 101-011 SECOND FLOOR PLAN =31/2" r0'=0 O 5068 BI -PASS -------COATS -- ReS -- RI 3'211 1020 I FIX i c�a c�a FOLLOWING LOCATIONS: i i 1. IN EACH SLEEPING ROOM. COMBO 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE O 11 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL c�a 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 SO ADJACENT LOWER LEVEL PROVIDED THAT THE LOUDER LEVEL 15 50 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET _ v2� 1 1/2 "- \� DESK ,FLaC I ----- Res ------ COATS 5068 BI -PASS DEN / FLEX SITTING OPT. 9-8 x 10 ' 1 ( 5' SOAK TUB 2640 CS 2640 CS S.G. 2640 FIX EGRESS 3040 C5 3040 C5 i L LINE OF WALL BELOW (01-011 141-011 101-011 SECOND FLOOR PLAN =31/2" r0'=0 O 5068 BI -PASS -------COATS -- ReS -- RI 3'211 1020 I FIX i c�a c�a © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALE ; 1/411- 11-0" R3143 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: i i 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 101-0 11 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALE ; 1/411- 11-0" R3143 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOUDER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS TH15 WOULD PREVENT PLACEMENT OFA SMOKE ALARM REQUIRED BY THIS SECTION. LIGHT e VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING O VENTILATED. CO EGRESS WINDOWS: 83102.1 MINIMUM OPENING AREA. EMERGENCY AND CD ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5.7 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING 1 DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE 'Rl- NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING M z 00 FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INGHES (508 MM). /"% WINDOW SILLS: 83122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED V , Lo ^ LE55 THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER 5URFACE BELOW ON THE EXTERIOR OF THE BUILDING, Z �� THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE - FOLLOWING: 1. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCHDIAMETER (102 MM) SPHERE TO PASS THROUGH WHERE THE M 00 O OPENINGS ARE IN THEIR LARGEST OPENED POSITION. M U 2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL MM PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. W TT U) 3, OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING V CONTROL DEVICES THAT COMPLY WITH SECTION 83122.2, U) CU HATCHES AND DOORS: NI102.2.4 (R402.2.4) ACCESS HATCHES AND Uj DOORS. ACCESS DOORS FROM CONDITIONED SPACES TO 0— UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES Q SHALL BE WEATHER5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. E ACCESS THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE -FILL INSULATION 15 INSTALLED, A WOODFRAMED UjO Z OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE L005E-FILL INSULATION FROM SPILLING INTO THE O Q LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING ' 1 v THE INSTALLED R -VALUE OF THE LOOSE -FILL INSULATION. O < Z 8301.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER = J ■ FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A W NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LE55 THAN 6 FEET (1829 MM) ABOVE THE FLOOR. rn U) SHOWER AREAS: 8301.1 SHOWERS SHALL BE A MINIMUM SIZE OF 30" �+♦ BY 30" WITH A 24" IN. CLEARANCE IN FRONT OF OPENING. Uj , M WATER CLOSET CLEARANCES: IRC 8301.1 WATER CLOSET SHALL BE O LOCATED IN A CLEAR SPACE NOT LE55 THAN 30" IN WIDTH. THE 3: CLEAR SPACE IN FRONT SHALL NOT BE LE55 THAN 21" VMM W WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH = TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH co APPROVED WATERPROOF MATERIAL. x UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TUBS SHALL BE CC O SURFACED WITH APPROVED WATERPROOF MATERIAL. O co GYPSUM WALLBOARD: 81023.7 WATER-RESISTANT GYPSUM BACKING BOARD. GYPSUM BOARD USED 45 THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER z O REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM C1178, C1278 OR C1396. USE OF WATER-RE515TANT GYPSUM �1 BACKING BOARD SHALL BE PERMITTED ON CEILINGS. L.L WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A GLASS I OR 11 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 8102.3.1.1 LIMITATIONS. WATER-RE515TANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. CHECKED MJW DRAWN BY BOP DESIGN 2589 ZA SHEET NUMBER 4 4 OF 8 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 IC components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents I z c�a 1 X40HV EGRESS II x 11-3 5'= 5 1/2" 5068 5I-PA55 COATS ------------- 0 5' TUB W/ SPO. 3/0 El El W: =40 I I '111111A, III, i i i i 3'-1V ,UlIC 2468 40' 20401 FIX 60401 HV c�a BEDW M. 12 -3x14 2040 FIX )40 HV EGRESS 5' SOAK TUB 2640 C5 2640 CS EGRESS 2(040 FIX i 3040 CS 3040 11C,5 L ---I--- ---. i LINE OF WALL BELOW 51=3 3140 51=3 3140 31=0 3140 0 0 14'-0" 10'-0" i i CSB SECOND FLOOR PLAN COITION TEEN/THEATER RM.) OO COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SGALE 1/4'= I'_01' I 83143 LOCATION. SMOKE ALARMS SPALL BE INSTALLED IN TPE OK. TEEN FOLLOWING LOCATIONS: R `14 THEAW. 10 x 14-8 M-5 x I5-10 3. ON EACH ADDITIONAL STORY OF TPE DWELLING, INCLUDING 4' 0 11 1 SPACES AND UNINPABITABLE ATTICS. IN DWELLINGS OR DWELLING 50 DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON TPE UPPER LEVEL SPALL SUFFICE FOR TPE =3 1/2" (0'=011 LE55 TPAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. 5MOKE ALARMS SPALL BE INSTALLED NOT LE55 TPAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A 5D 5068 BI -PASS WOULD PREVENT PLACEMENT OFA SMOKE ALARM REQUIRED BY TP15 SECTION. ° GOATS 5 /CM ---------------- C MBO RAS — OCCUPANTS. THE OPENABLE AREA TO TPE OUTDOORS SPALL BE NOT LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING O 1 4 /2 c�a ---� 1 1/2" D EGRESS WINDOWS: 8310.2.1 MINIMUM OPENING; AREA. EMERGENCY AND ♦`^J CD ESCAPE RE5GUE OPENINGS SPALL HAVE A NET CLEAR OPENING OF NOT 6 Q. RI ER m 1 DIMENSIONS REQUIRED BY TP15 SECTION SPALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY E5CAPE AND RE5CUE OPENING iATTGG�30TEEN LOM-- THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LE55 THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS A�CES� c� ---� SD/CM (0-3 THAN 20 INCHES (508 MM), _______________ COMBO WINDOW SILLS: R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED c� z U1 , �n 6l \ DESK OR OTPER 5URFAGE BELOW ON TPE EXTERIOR OF TPE BUILDING, 3 2 THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FLS FOLLOWING: I. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A M 4-INCPDIAMETER (102 MM) SPHERE TO PASS THROUGH WHERE THE M CIO O OPENINGS ARE IN THEIR LARGEST OPENED POSITION.M ARE FALL I ^FF� 5 PREVENTION DEVICE5 THAT COMPLY WITH A5TM F2090. W TT U) 11 co Wt ------------ CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. COATS PATGPE5 AND DOORS: N1102.2.4 (8402.2.4) ACCE55 PATGPE5 AND SD 5D 5068 BI -PASS UNCONDITIONED SPACES SUCH A5 ATTICS AND CRAWL SPACES Q O O (0'-311 AGGE55 THAT PREVENTS DAMAGING OR COMPRESSING THE DEN / FLEX OPEN To FOYER WO SITTII r* OPT. OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE LOOSE -FILL INSULATION FROM SPILLING INTO THE A) LIVING SPACE WHEN THE ATTIC ACCE55 15 OPENED. THE BAFFLE OR RETAINER SPALL PROVIDE A PERMANENT MEANS OF MAINTAINING ♦ , v THE INSTALLED R -VALUE OF TPE L005E-FILL INSULATION. 9-8 x 10 8307.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER = J FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER PEAD5 AND IN 5POWER COMPARTMENTS SPALL BE FINI5PED WITP A W 5' SOAK TUB 2640 C5 2640 CS EGRESS 2(040 FIX i 3040 CS 3040 11C,5 L ---I--- ---. i LINE OF WALL BELOW 51=3 3140 51=3 3140 31=0 3140 0 0 14'-0" 10'-0" i i CSB SECOND FLOOR PLAN COITION TEEN/THEATER RM.) OO COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SGALE 1/4'= I'_01' I 83143 LOCATION. SMOKE ALARMS SPALL BE INSTALLED IN TPE FOLLOWING LOCATIONS: I. IN EACH SLEEPING ROOM. 2. OUTSIDE ERCP SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF TPE DWELLING, INCLUDING BASEMENTS AND PABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINPABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON TPE UPPER LEVEL SPALL SUFFICE FOR TPE ADJACENT LOUDER LEVEL PROVIDED THAT TPE LOUDER LEVEL 15 LE55 TPAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. 5MOKE ALARMS SPALL BE INSTALLED NOT LE55 TPAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM TPAT GONTAIN5 A BATPTUB OR 5POWER UNLE55 TP15 WOULD PREVENT PLACEMENT OFA SMOKE ALARM REQUIRED BY TP15 SECTION. LIGHT 4 VENTILATION: R303.1 HABITABLE ROOMS. HABITABLE ROOMS SPALL PAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF 5UCP ROOMS. NATURAL VENTILATION SPALL BE TPROUGP WINDOWS, SKYLIGPT5, DOORS, LOUVERS OR OTPER APPROVED OPENINGS TO TPE OUTDOOR AIR. 5UCP OPENINGS SPALL BE PROVIDED WITP READY ACCE55 OR SPALL OTPERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO TPE OUTDOORS SPALL BE NOT LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING O VENTILATED. M � EGRESS WINDOWS: 8310.2.1 MINIMUM OPENING; AREA. EMERGENCY AND ♦`^J CD ESCAPE RE5GUE OPENINGS SPALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5.1 SQUARE FEET (0.530 M2), THE NET GLEAR OPENING 1 DIMENSIONS REQUIRED BY TP15 SECTION SPALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY E5CAPE AND RE5CUE OPENING 00FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LE55 THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM), WINDOW SILLS: R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED ' ^ LE55 THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND U1 , GREATER THAN 12 INCHES (1829 MM) ABOVE THE FINI5PED GRADE OR OTPER 5URFAGE BELOW ON TPE EXTERIOR OF TPE BUILDING, Z �� THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE — FOLLOWING: I. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A M 4-INCPDIAMETER (102 MM) SPHERE TO PASS THROUGH WHERE THE M CIO O OPENINGS ARE IN THEIR LARGEST OPENED POSITION.M ARE FALL U 2. OPERABLE WINDOWS PROVIDED WITP WINDOW MM PREVENTION DEVICE5 THAT COMPLY WITH A5TM F2090. W TT U) 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING V,C: CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. CU PATGPE5 AND DOORS: N1102.2.4 (8402.2.4) ACCE55 PATGPE5 AND DOOR5. ACCE55 DOORS FROM CONDITIONED 5PACE5 TO UNCONDITIONED SPACES SUCH A5 ATTICS AND CRAWL SPACES Q SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. .. E AGGE55 THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SPALL BE PROVIDED TO ALL EQUIPMENT. WPERE L005E-FILL INSULATION 15 INSTALLED, A WOODFRAMED WO Z OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE LOOSE -FILL INSULATION FROM SPILLING INTO THE O D LIVING SPACE WHEN THE ATTIC ACCE55 15 OPENED. THE BAFFLE OR RETAINER SPALL PROVIDE A PERMANENT MEANS OF MAINTAINING ♦ , v THE INSTALLED R -VALUE OF TPE L005E-FILL INSULATION. O 4:::t Z 8307.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER = J FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER PEAD5 AND IN 5POWER COMPARTMENTS SPALL BE FINI5PED WITP A W NONABSORBENT SURFACE. 5UCP WALL 5URFACE5 SPALL EXTEND TO A HEIGHT OF NOT LE55 THAN 6 FEET NK9 MM) ABOVE THE FLOOR. SHOWER AREAS: 8301.1 SHOWERS SHALL BE A MINIMUM 51ZE OF 30" BY 30" WITH A 24" IN. CLEARANCE IN FRONT OF OPENING. M� WATER CLOSET CLEARANCES: IRC 8301.1 WATER CLOSET SHALL BE O LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 21"30, TM A WATERPROOF WALL BOARD: ALL WALLS AND CEILING5 OF BATF M TUB AND 5POWER ENCL05UIRE AREAS SPALL BE COVERED WITP w APPROVED WATERPROOF MATERIAL. UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO WA5PER5, DRYERS, AND LAUNDRY TU55 SPALL BE O SURFACED WITP APPROVED WATERPROOF MATERIAL. O co GYPSUM WALLBOARD: 87023.7 WATER-RESISTANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE 5,45E OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER z O REQUIRED NONABSORBENT FINI5P MATERIAL SPALL CONFORM TO ASTM GI115, 61218 OR 61396. USE OF WATER-RESISTANT GYPSUM �1 BACKING BOARD SHALL BE PERMITTED ON CEILING5. L.L WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLA55 I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGE5, INCLUDING THOSE AT WALL INTERSECTIONS, SPALL BE SEALED A5 RECOMMENDED BY THE MANUFACTURER 8102.3.1.1 LIMITATIONS. WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS PIGP HUMIDITY. CHECKED MJW DRAWN BY BOP DESIGN 2589 ZA SHEET NUMBER 4a 4a OF 8 NOTE: In 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 MFR TRUSSES 6 24" O.G. R-49 INSUL, Sia" TYPE 'X' GWB 5/a" TYPE 'X' GW5 2 x 6 WOOD STUDS 'q 16" O.C. Na" TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR SIDING R-21 INSUL. O CLASS -C ROOFING MATERIAL d FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0" NO PENETRATIONS ALLOWED -2 LAYERS OF ROOF VENT WITHIN 4' OF 5is" TYPE 'X' GWS EAVE WITH SOLID BLOCKING CLA55-C ROOFING MATERIAL 8 FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0" NO PENETRATIONS ALLOWED 2 LAYERS OF TYPE 'X' GWS APPLY TO WALLS CLOSER THAN 5' FROM THE LINE USED FOR FIRE SEPARATION MFR. TRUSSES -a 24" O.G. R-49 INSUL, 5/9" TYPE 'X' GWB Na" TYPE 'X' GWB 2 x 6 WOOD STUDS a 1(0" O.C. Fla" TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR SIDING R-21 INSUL. 1'TTi� FIRE RAM) WLL 4 OVERHANG CSA FILE NO. WF 3640 1 GENERIC ONE HOUR GYPSUM WALLBOARD, WOOD STUDS FIRE ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF EITHER 2X3 OR 2X4 WOOD STUDS, TURNED FLATWISE, 24" O.C. W/ 6D CEMENT COATED NAILS, 11/5" LONG, 0.0915" SHANK, 1/4" HEADS, 1" O.G. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12" ON OPPOSITE SIDES. (NLB) THICKNESS; 2 1/a APPROX. WEIGHT: 1 Psf FIRE TEST: All qX 2 CSA FILE NO. WP 8105 1 1 GENERIC ONE POUR FIRE Gx 'PSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS 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.G. 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: APPROX. WEIGHT: VARIES 1 Psf BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D COATED NAILS, 11/6" LONG, 0.0915" SHANK, 1/4" HEADS, 1" O.C. FIRE TEST: SEE WP 3510 (LOAD BEARING) (UL R3501-41,-45,13-11-65 UL DESIGN U309, UL R1319-1213,1-22-10 UL DESIGN U314) 4'-e MAN OOF MING 12 PITCH 24" O.C. ATTACHED USING APPROVED POSITIVE POST TO BEAM CONN. AS PER ENG'S. CALCS. TYP, I V./ --1 1,L. ,,, PSS, `y , y„ , - 112 PITCH TRUSSES � 24" O.G © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. 5c;AL : 1/4 II - 11_011 f='F,C\/I[)E ATTIC SPACE VENT I L AT I CN FER, RC (2111(o 5q, Ft, x 1/150=14,1 5q, Ft, VENT AA Q11)) 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 STATUTES OF THE JURISDICTION IN WHICH THE PROJ- ECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION RI06.1. 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 TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICES, SUCH AS, THE SBGA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. R905.2.1 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: 8802.3 FRAMING DETAILS. RAFTERS SHALL BE FRAMED NOT MORE THAN 11/2 -INCHES (38 MM) OFFSET FROM EACH OTHER TO RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS A TIE, RIDGE BOARD SHALL BE NOT LESS THAN 1 -INCH (25 MM) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2 -INCH (51 MM) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION 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 R&02.9 OPENINGS IN ROOF $ CEILING FRAMING SHALL BE FRAMED WITH HEADER 8 TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER. WHEN THE HEADER JOIST SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER. 89032.1 LOCATIONS. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE ISA CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE EATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 2(o GALVANIZED SHEET). 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 BUILDNG STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH HAMA 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: 1. 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 -RESISTIVE BARRIER COMPLYING WITH SECTION 103.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTAGHED 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: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER' S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER' S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER - RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 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 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- 8103.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE I FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PEN- ETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 8103.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS. 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 IM O CO V (0 i Z 00 LO Lo ZN Z 00 00M 00 U) o' W� Ck LLI� 200 OQ J HW w LLI e,; 3C) 00 00 �o 000 Z b a r 0 ®R W S�. E 0 Z 0 r Z CHECKED MJW DRAWN BY BOP DESIGN 2589 ZA SHEET NUMBER 5 5 OF 8 IC z _•�1�._ ISL., .- . .- - - - ��i ■■ �■ ��I ■■ ■■ �� I ■■ ■■ � � �� Vii•MIN MIN Xi'L LION OF LU OVERALL PEIGPT - "X 28'-2° LOWEST TRUSS POINT - 2a'-2'' (X) - IT -7 10 1-11, (Q) 10'-7 (Q) / 2 = 5'-3 1/2" 17'-7 (Y) + 5'-3 1/2'' 22'-10 1/2" } ® AVERAGE NEIGPT = 22'-10 1/2" WX car LEFT ELEVATION NOTE: OPTIONAL GRIDS AT SIDES & BAC< 5■AL : 1/4''- 1'=O'' O ■M z o — Ln CO Lo Z CN ZcO o CO V yCO C6 W�a D � W0= �Oo =az J HW U) LLI ci 30 oo 00 �o 000 Z b a CHECKED DRAWN BY DESIGN 2589 ZA SHEET NUMBER NOTE: While every attempt has been made to assure the 6 accuracy of these drawings, ALL 6 OF 8 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 BACK ELEVATION © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. NOTE: OPTIONAL GRIDS AT SIDES & BACK. 5cAL : 1/4 11 = 11=011 RIGHT ELEVATION © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. NOTE: OPTIONAL GRIDS AT SIDES 8 BACK. SCALE : 1/4 ii _ 1'=O'' BACK ELEVATION (OPTION) © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. NOTE: OPTIONAL GRIDS AT SIDES & BACK. NR POST DETAIL -A M 5cAL : 1/4 11 = 11=011 1 HR PLAN VIEW POST DETAIL -5 (o X (o FOST 5/a'' DEN5GLA55 FIREGAURD WRAF UJ/ 5/4 X 13 1/4 HARD IE TRIM 5/4 X 11 1/4 HA DIE ACCENT TRIM e TOP 4 BOTTOM O ■M V � i Z � E O U M n a) E O Tn 1 z CHECKED MJW DRAWN BY oesmx 2ZA589 SHEET NUMBERI NOTE: While every attempt has been made to assure the 7 accuracy of these drawings, ALL 7 OF 8 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 15" ASPH, FELT OR APRV'D AIR BARRIER — I" NOM. EXT. SIDING — SEE ELEVATIONS APRV'D RIM — METAL FLASH'G — 4" CONIC, SLAB — W.P. MEMBRANE STUB OUT 114 BAR x IS" 9 24" O.C. DOWNSPOUT RE NF, BARS TIGHTLINE PER ENG'G CALCS FOUNDATION DRAIN WASHED ROCK FILL (TYP.) 2x STUDS R-21 INSULATION BASEBOARD 3/4" TAG. PLYWOOD SUBFLOOR GLUED 4 NAILED R-35 INSULATION FLR. JETS, PER PLAN 2x P.T. SILL PLATE APPROVED ANCHOR BOLTS PER ENG'S. CALLS. .006 BLACK VISQ. VAPOR BARRIER PORCH SLAB DETAIL 5/8" GWB (TYPE "X") REINF. BARS PER ENG'G CALGS F 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. 0 ■ NOSING MIN, NOSING MA; -2x STUDS ST -R-21 INSULATION NT6. -3/4" TAG. PLYWOOD SUBFLOOR GLUED 4 NAILED R-38 INSULATION FLR. JSTS. PER PLAN 2x P.T. SILL PLATE APPROVED ANCHOR BOLTS PER ENG'S. CALGS. .006 BLACK VISQ. VAPOR BARRIER AREA SEP. DETAIL ---CE - 11=011 EXTERIOR STAIRWAYS 544LL NS TO ILLUMINATE THE STAIRS, SND TREADS TO A LEVEL NOT CII LUX) MEASURED AT THE 8403.4 MECHANICAL SYSTEM PIPING CAPABLE ND LANDINGS. OF CARRYING 1=LUID5 ABOVE 105°1= (41°C) OR V-38" ABOVE BOT. OF BEAM STAIRS WITH 4 BELOW 55'1= (13°C) SHALL BE INSULATED TO A 2x STUDS 16" O.G. MINIMUM OF R-6. =-aGUARDS SHALL N07 HAVE 9 FROM THE WALKING SURFACE TO ARD HEIGHT WHICH ALLOW PASSAGE 4ERE 4 IN, IN DIAMETER. SEE 4" GONG. SLAB ON 6 MIL SNS, 8311.7.6 THERE SHALL BE 5 A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MIN. WIDTH PERPENDICULAR BASE TO THE DIRECTION OF Z TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. R CONT. METAL GUTTER ON 5/5 GWB ANCHORS 3LE SPACE 1/ 5/5" TYPE "X" G.W.B. IRWAYS SHALL BE NOT LESS THAN 36 11 .�n� , � T , .N CLEAR WIDTH AT ALL POINTS ABOVE 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 LESS THAN 311/2 INGHES (781 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 21 INGHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES, AIR CDETAIL ( SIMILAR) Cs PER ENCS. FLR. JSTS. PER PLAN R-38 INSULATION 3/4" T.4G. PLYWOOD SUBFLOOR GLUED 8 NAILED 4x BEAM 2x GUSSETS P.T. POST ANCHOR POSTS AGAINST LATERAL MOVEMENT PER ENG'S. CALCS. .006 BLACK VISQ. VAPOR BARRIER Gif"W'VER DETAIL11 C INTERIOR WALL BUILD-UP - 2 - 2x4 TOP PLATES 2x4 STUDS a 16" O.G. 1/2 GWB 2x4 BOTTOM PLATE FLOOR JSTS. PER FRAMING PLAN 3/4" T 4 G PLYWD ,� GLUED 4 NAILED TYP. R-38 INSULATION 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER TYPICAL. SECTION - A IL _ EXPANSION TANK REQ. UJ/ CLOSED PLUMBING SYSTEM. SHUT OFF VALVE ON COLD WATER CONN. - PLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO r� EXTERIOR POINTING DOWN (c" MIN. TO 24'' MAX. FROM GROUND_ 3/4" 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 5Y/1/4 X 4 LAG SCREWS W/ WASHER. (TYP.) =tet — FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR RAISE PILOT LIGHT 1a" LABOVE FIN. 1=LR. WATER HEATER SUPPORT (WSEC 8403.5.5) ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON A INSULATED SURFACE WITH A MIN. THERMAL RESISTANCE OF R -IO AND A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI. COMP, ROOFING ON 15 # FELT UNDERLAYMENT ON I1/2" O.S.B. SHEATHING TYPICAL. R-49 INSULATION FLOOR J5T5. FRAMING PLANER FLUSH BEAM AS PER ENG'G GALGS. 12 a5 © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALE - 1/4 II - 11=01' EXTERIOR WALL BUILD-UP EXT. SIDING PER ELEVATIONS ON APPROVED VAPOR BARRIER ON I/z" C D X SHT'G 2 - 2x6 TOP PLATES ON 2x6 STUDS a 16" O.G. W / R-21 INSULATION ON I12" GWB 2x6 BOTTOM PLATE APPROX. GRADE 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 CO V � Z 00 LO V Lo z CN Zoo CO V U)mCO W�a D 0 LLI0= X200 Z -j az HW U) LLI CY) 30 co 00 �o Om Z b a CHECKED DRAWN BY DESIGN 2589 ZA SHEET NUMBER SOLID BL( MFR. TRUSSES PER PLAN a 24" O.G. BOT. OF BEAM PER MFG. SPECS. TYP, Z 2x STUDS 16" O.G. EXT. FIN. PER ELEV. 2x P.T. BASE PLATE 15* FELT 4" GONG. SLAB ON 6 MIL 12 V16QUEEN VAPOR BARRIER 5 1/2" SHEATHING 4" COMPACT CRUSHED ROCK BASE Z 77. CONT. METAL GUTTER ON 5/5 GWB 5/4 X S FASGIA BD. TYP. NOTE: VERIFY ANCHOR BOLT SIZE _ 4 SPACING AND REBAR - , } SIZE 6 SPACING WITH ENGINEER CALCS. FTG DRAIN IN RE INF. BARS WASHED ROCK FILL (TYP.) PER ENG'G CALCS 3/4 T 4G PLYWD STEM WALL DETAIL GLUED 4 NAILED TYP. 5CALE- I/2II — 1'—OII S�✓ FLUSH BEAM AS PER ENG'G CALGS. I/2 GWS PER ENCS. FLR. JSTS. PER PLAN R-38 INSULATION 3/4" T.4G. PLYWOOD SUBFLOOR GLUED 8 NAILED 4x BEAM 2x GUSSETS P.T. POST ANCHOR POSTS AGAINST LATERAL MOVEMENT PER ENG'S. CALCS. .006 BLACK VISQ. VAPOR BARRIER Gif"W'VER DETAIL11 C INTERIOR WALL BUILD-UP - 2 - 2x4 TOP PLATES 2x4 STUDS a 16" O.G. 1/2 GWB 2x4 BOTTOM PLATE FLOOR JSTS. PER FRAMING PLAN 3/4" T 4 G PLYWD ,� GLUED 4 NAILED TYP. R-38 INSULATION 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER TYPICAL. SECTION - A IL _ EXPANSION TANK REQ. UJ/ CLOSED PLUMBING SYSTEM. SHUT OFF VALVE ON COLD WATER CONN. - PLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO r� EXTERIOR POINTING DOWN (c" MIN. TO 24'' MAX. FROM GROUND_ 3/4" 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 5Y/1/4 X 4 LAG SCREWS W/ WASHER. (TYP.) =tet — FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR RAISE PILOT LIGHT 1a" LABOVE FIN. 1=LR. WATER HEATER SUPPORT (WSEC 8403.5.5) ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON A INSULATED SURFACE WITH A MIN. THERMAL RESISTANCE OF R -IO AND A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI. COMP, ROOFING ON 15 # FELT UNDERLAYMENT ON I1/2" O.S.B. SHEATHING TYPICAL. R-49 INSULATION FLOOR J5T5. FRAMING PLANER FLUSH BEAM AS PER ENG'G GALGS. 12 a5 © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALE - 1/4 II - 11=01' EXTERIOR WALL BUILD-UP EXT. SIDING PER ELEVATIONS ON APPROVED VAPOR BARRIER ON I/z" C D X SHT'G 2 - 2x6 TOP PLATES ON 2x6 STUDS a 16" O.G. W / R-21 INSULATION ON I12" GWB 2x6 BOTTOM PLATE APPROX. GRADE 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 CO V � Z 00 LO V Lo z CN Zoo CO V U)mCO W�a D 0 LLI0= X200 Z -j az HW U) LLI CY) 30 co 00 �o Om Z b a CHECKED DRAWN BY DESIGN 2589 ZA SHEET NUMBER SOLID BL( Z BOT. OF BEAM � Z GONG. PAD — PER ENCS. FLR. JSTS. PER PLAN R-38 INSULATION 3/4" T.4G. PLYWOOD SUBFLOOR GLUED 8 NAILED 4x BEAM 2x GUSSETS P.T. POST ANCHOR POSTS AGAINST LATERAL MOVEMENT PER ENG'S. CALCS. .006 BLACK VISQ. VAPOR BARRIER Gif"W'VER DETAIL11 C INTERIOR WALL BUILD-UP - 2 - 2x4 TOP PLATES 2x4 STUDS a 16" O.G. 1/2 GWB 2x4 BOTTOM PLATE FLOOR JSTS. PER FRAMING PLAN 3/4" T 4 G PLYWD ,� GLUED 4 NAILED TYP. R-38 INSULATION 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER TYPICAL. SECTION - A IL _ EXPANSION TANK REQ. UJ/ CLOSED PLUMBING SYSTEM. SHUT OFF VALVE ON COLD WATER CONN. - PLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO r� EXTERIOR POINTING DOWN (c" MIN. TO 24'' MAX. FROM GROUND_ 3/4" 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 5Y/1/4 X 4 LAG SCREWS W/ WASHER. (TYP.) =tet — FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR RAISE PILOT LIGHT 1a" LABOVE FIN. 1=LR. WATER HEATER SUPPORT (WSEC 8403.5.5) ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON A INSULATED SURFACE WITH A MIN. THERMAL RESISTANCE OF R -IO AND A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI. COMP, ROOFING ON 15 # FELT UNDERLAYMENT ON I1/2" O.S.B. SHEATHING TYPICAL. R-49 INSULATION FLOOR J5T5. FRAMING PLANER FLUSH BEAM AS PER ENG'G GALGS. 12 a5 © COPYRIGHT 2020 NORTHWEST HOME DESIGNING, INC. SCALE - 1/4 II - 11=01' EXTERIOR WALL BUILD-UP EXT. SIDING PER ELEVATIONS ON APPROVED VAPOR BARRIER ON I/z" C D X SHT'G 2 - 2x6 TOP PLATES ON 2x6 STUDS a 16" O.G. W / R-21 INSULATION ON I12" GWB 2x6 BOTTOM PLATE APPROX. GRADE 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 CO V � Z 00 LO V Lo z CN Zoo CO V U)mCO W�a D 0 LLI0= X200 Z -j az HW U) LLI CY) 30 co 00 �o Om Z b a CHECKED DRAWN BY DESIGN 2589 ZA SHEET NUMBER