The URL can be used to link to this page

2565-BH_2018_CE_DEV_LLA_66052NORTHWE6T NOME DE51GNING, INC. CONSTRUCTION DOCUMENT LICENSE 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 (s50,000.00) 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 88103., STEILACOOM, WA 983aa OR CALL (253) 584-6309. IMPORTANT NOTICE: THE PLAN YOU ARE RECEIVING IS DESIGNED TO BE SOLD THROUGHOUT MANY JURISDICTIONS AND BUILDING CODES WHICH ARE FOUND IN THE UNITED STATES. AS THESE JURISDICTIONS AND REQUIREMENTS MAY VARY, THESE PLANS WERE DESIGNED TO THE 2018 INTEMATION& 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 PU CHASER MUSTENSURE THAT THE PLANS COMPLY WITH ALL LOCAL, AS WELL AS NATIONAL BUILDING CODES AND REQUIREMENTS, WHICH ARE APPLICABLE FOR THE SPECIFIC SITE AND STRUCTURAL ENGINEERING REQUIREMENTS. BEFORE BEGINNING CONSTRUCTION, PURCHASER MUST HAVE PLANS REVIEWED BY A LICENCED STRUCTURAL ENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS, AND DATA (INCLUDING HIS OR HER LICENSEE "STAMP") WHICH WILL BE SUBMITTED (WHERE REQUIRED) WITH THESE DRAWINGS AND SPECIFICATIONS TO THE LOCAL BUILDING OFFICIALS. FAILURE TO DO THIS RENDERS THESE DOCUMENTS LEGALLY INVALID AND ABSOLVES NHD OF ANY LIABILITY (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE DAMAGES. APPROVED PLANS: IRC 106.3.1 APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY A STAMP WHICH STATES "REVIEWED FOR CODE COMPLIANCE." ONE SET OF CONSTRUCTION DOCUMENTS 50 REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR HIS OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: 8319.1 ADDRESS IDENTIFICATION. BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION 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 SHALL 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 OR REPLACED -4 LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE (162 MM BY 162 MM) SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. APPLIANCES LOCATED IN GARAGE: M1301.3 ELEVATION OF IGNITION SOURCE. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN IS INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF 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. M13013.1 PROTECTION FROM IMPACT. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: M15023 DUCT TERMINATION. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. IF THE MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION LOCATION, THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET (914 MM) IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502.4.5.1 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (1(o20 MM)FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. DUCT LENGTH MUST BE REDUCED BY 2'-6" FOR 45° BEND 8 5FT FOR 90° BEND FORA 4" EXHAUST PIPE. RANGE HOOD: M1503.2.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF 0.0151=INCH (0.3950 MM) (NO. 20 GAUGE) WITH 1/4 INCH ((o.4 MM) CLEARANCE BETWEEN THE HOOD AND THE UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS. A CLEARANCE OF AT LEAST 24 INCHES (610 MM) SHALL BE MAINTAINED BETWEEN THE COOKING SURFACE AND THE COMBUSTIBLE MATERIAL OR CABINET. THE HOOD SHALL BE AT LEAST AS WIDE 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 INP ILTRATION/EXFILTRATION WHEN NOT IN OPERATION. BROILER UNITS INCORPORATING AN INTEGRAL EXHAUST SYSTEM, AND LISTED AND LABELED FOR USE WITHOUT AN EXHAUST HOOD, NEED NOT HAVE AN EXHAUST HOOD. 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 (3040 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 R301.20)IS BELOW 60°F (16°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 ((o10 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. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. FIREBLOCKING: R302.11 FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 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 FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(304a MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION 81003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 2018 ENERGY CODE REQUIREMENTS R40C .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 R406.2 SHALL BE USED TO MODIFY THE REQUIREMENTS IN SECTION 84063. THE SUM OF CREDITS FROM TABLES 8406.2 AND 84063 SHALL MEET THE REQUIREMENTS OF SECTION 8406.3. 8406.3 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS. EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE 8406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: I. SMALL DWELLING UNIT: ................................... I .................... I ........... I ........... I .......... 3.0 CREDITS DWELLING UNITS LESS THAN 1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA BUT LESS THAN 1500 SQUARE FEET. 2. MEDIUM DWELLING UNIT: ........... ................................ ........... ................... 6.0 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1, #3 OR #4. 3. LARGE DWELLING UNIT:.......................................................................................... 1.0 CREDITS DWELLING UNITS EXCEEDING 5000 SQUARE FEET OF CONDITIONED FLOOR AREA. 4. DWELLING UNITS SERVING R-2 OCCUPANCIES: ........................................................... 4.5 CREDITS 5. ADDITIONS LESS THAN OR EQUAL TO 500 SQUARE FEET ---------------------------------- 1.5 CREDITS THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY WHICH OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF WHETHER SEPARATE MECHANICAL, PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED FOR THE PROJECT. TAME 4062 ENERGY CREDITS (DEBITS) OPTION DESCRIPTION CREDIT(S) I. COMBUSTION HEATING EQUIPMENT MEETING MINIMUM FEDERAL 0 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 1.0 FEDERAL STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C4033.2(2) OR AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 3. FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE ONLY -1.0 (EITHER FORCED AIR OR ZONAL) 4 FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE WITH A 0.5 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM IN ACCORDANCE WITH SECTION 8403.1.1 INCLUDING THE EXCEPTION 5 ALL OTHER HEATING -1.0 Ko No i Vol N/A SON 1. EFFICIENT BUILDING ENVELOPE OPTIONS ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.1 MAY BE SELECTED IN THIS CATEGORY. COMPLIANCE WITH THE CONDUCTIVE UA TARGETS IS DEMONSTRATED USING SECTION 8402.1.4, TOTAL UA ALTERNATIVE, WHERE 3/414PIROPOSED UA/TARGET UA)l/a fE THE REQUIRED %UA REDUCTION. 1.1 PRESCRIPTIVE COMPLIANCE IS 5,45ED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 024. ALL OTHERS - 0.5 / GROUP R-2 - 0.5 12 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS VERTICAL FENESTRATION U = 020. 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 = 028 FLOOR R -3a 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 1.4 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 025 WALL R=21 PLUS R=4 Cl FLOOR R -3a BASEMENT WALL R-21 INT PLUS R-5 Cl SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB, BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 15%. ALL OTHERS - 1.0 / GROUP R-2 - 1.0 1.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R40211 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U - 022 CEILING AND SINGLE -RAFTER OR JOIST -VAULTED R-49 ADVANCED WOOD FRAME WALL R=21 INT PLUS R=12 Cl FLOOR R -3a 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 OR COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 30%. ALL OTHERS - 2.0 / GROUP R-2 - 1.5 1.6 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.18 CEILING AND SINGLE -RAFTER OR JOIST -VAULTED R-60 ADVANCED WOOD FRAME WALL R=21 INT PLUS R=16 Cl FLOOR R -4a BASEMENT WALL R-21 INT PLUS R-16 Cl SLAB ON GRADE R-20 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-20 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 40%. ALL OTHERS - 3.0 / GROUP R-2 - 2.0 1.1 ADVANCED FRAMING AND RAISED HEEL TRUSSES OR RAFTERS VERTICAL GLAZING U-0.28 R=49 ADVANCED (U=0.020) 4S LISTED IN SECTION 4102.2.1, CEILINGS BELOW A VENTED ATTIC AND R-49 VAULTED CEILINGS WITH FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDING OVER THE WALL TOP PLATE AT THE EAVES. ALL OTHERS - 0.5 / GROUP R-2 - 0.5 C & E DEVELOPMENT, I.I.C. LIMITED LICENSE # 66052 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 R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION 8402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 0.3 GFM/FT2 MAXIMUM AT 50 PASGALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M501.3 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 8402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR MAXIMUM AT 50 PASGALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 0.25 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENT -5,45 DETERMINED BY SECTION MI5013 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 t0 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 - 1.5 23 COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 0.25 CFM/FT2 MAXIMUM AT 50 PASGALS 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 0.15. 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 - 15 / GROUP R-2 - 2.0 2.4 COMPLIANCE BASED ON SECTION R402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 0.6 AIR CHANGES PER HOUR MAXIMUM AT 50 PASGALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION 8402.4.12: REDUCE THE TESTED AIR LEAKAGE t0 0.15 CFM/FT2 MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION MI501.3 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 030. DUCT INSTALLATION SHALL COMPLY WITH SECTION 8403.3.1, 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 - 2.5 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS ONLY ONE OPTION FROM ITEMS 3.1 THROUGH 3.6 MAY BE SELECTED IN THIS CATEGORY. 3.1A ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 959. 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 32,4 AIR -SOURCE CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 9.5. 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 - N/A 3.3a CLOSED-LOOP GROUND SOURCE HEAT PUMP+-- WITH A MINIMUM COP OF 3.3 OR OPEN LOOP WATER SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET AND MINIMUM GOP OF 3.6. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. ALL OTHER - 1.5 / GROUP R-2 - 1.0 3.4 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. ALL OTHER - 1.5 / GROUP R-2 - 2.0 3.5a AIR-SOURGE, 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 - 1.5 / GROUP R-2 - N/A 3.6a DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE 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 BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENT TYPE(S), THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). ALL OTHER - 2.0 / GROUP R-2 - 3.0 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS 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 t0 3 GFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA. AIR HANDLER(S) SHALL BE LOCATED WITHIN THE CONDITIONED SPAGE. 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 84033.1. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION, DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN aO% IS NOT PERMITTED UNDER THIS OPTION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE DUGTWORK. ALL OTHER - L0 /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 ,4 DRAIN WATER HEAT RECOVERY UNIT(S) SHALL BE INSTALLED, WHICH GAPTURES WASTE WATER HEAT FROM ALL AND ONLY THE SHOWERS, AND HAS A MINIMUM EFFICIENCY OF 40% IF INSTALLED FOR EQUAL FLOW ORA MINIMUM EFFICIENCY OF 54% IF INSTALLED FOR UNEQUAL FLOW. SUCH UNITS SHALL BE RATED IN ACCORDANCE WITH GSA 555.1 OR IAPMO IGC 346-2011 AND BE SO LABELED. TO QUALIFY t0 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 - 0.5 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 t0 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 HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3.3. TO QUALIFY t0 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 t0 ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R -a 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 I II OF NEEA'S ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER t0 ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R -a MINIMUM PIPE INSULATION. TO QUALIFY t0 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 -a MINIMUM PIPE INSULATION. TO QUALIFY t0 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 USING THE NATIONAL RENEWABLE ENERGY LABORATORY 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 1.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS: DISHWASHER - ENERGY STAR RATED REFRIGERATOR (IF PROVIDED) - ENERGY STAR RATED WASHING MACHINE - ENERGY STAR RATED DRYER - ENERGY STAR RATED, VENTLE55 DRYER WITH A MINIMUM CEF RATING OF 5.2. TO QUALIFY t0 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 LT uj O Z FEE cn uj FEEi oc 0 z O O U W U) co r co co CHECKED DRAWN BY a. AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 WATT5/FT2 (EQUIVALENT) OF DESIGN HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE C-1 DWELLING UNIT. SHEET NUMBERI 1 1 1 OF 1 1 1 10'-0 11 3 CAR GARAGE ORT. 24" X 18" MIN. CRAWL SPACE ACCESS G.I. WELL 441=0''( 3 GAR GARAGE ORT.) 341-011 2 GAR GARAGE OPT. 24'=0 r. . 1'-6" CANTILEVER 18" MIN. CLEARANCE 6 MIL. ELACK VISQ. VAPOR I W/ 12" MIN, LAP ARCH'L. GRADE COMP, SHINGLES 15* ASPHALT FELT APPROVED HURRICANE TIE AS PER ENG'G CALCS. SCRN'D VENT BLK'G 1/2" NOM. SHEATHING F_I -1 r I-1 ® THICKENED EDGE L J 6x6W/AP POST BASE PER ENG'S t SLAB ON 4" CONC, SLAB BEAM \� M Ll J I I I 4'X 3'X4" TH GONG. PAD BLOCK OUT FOR I / BEAM 2668 DOOR \ / BLOCK OUT FOR MECH. WORK II II II II II II I I I I I •: I I I I I II II l k - X II II q � II II II 1 � II II / \ SL,4w ON DE 4" CONC, SLAB 4" COMP. SAND / GRAVEL BASE I I I (ENLARGE FOOTING FOR (POINT LOAD FROM ABOVE (w/ 3 GAR OPT.) I II II . / I I EDGE OF SLAB CO . FTG. & APPROVED Poe r BASE CONN. AS fER ENG'5 GAL S. TYP. 1 I:. SHEET NUMBER 2x STUDS 16" O.C. EXT. FIN. PER ELEV. 8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE 2x P.T. BASE PLATE � 8401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS THAN 2 I\ U O 11 ' `� luu - THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS USED AND O FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON SCREENED VENTS 4" COMPACT CRUSHED ROCK _LLn - 1L Z_ DESIGN FORTH IN SECTION 8403.2, AND FIGURES 8403.1(2) AND 8403.1(3). R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND REQ'D WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4, WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS QW SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH 3. ONE -EIGHTH -INCH (32 MM) COAT OF SURFACE -BONDING NOTE: VERIFY ANCHOR BOLT SIZE THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON II cp • `} « SIZE e SPACING WITH ENGINEER CALCS, FTG DRAIN IN V , II WASHED ROCK FILL (TYP.) PER ENG'G CALCS II WALL DETAI�_n, I= 1/211 - 11 MINIMUM 1/2 -INCH DIAMETER (12.1 MM) ANCHOR BOLTS SPACED NOT THE MASONRY. GREATER THAN 6 FEET (1829 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE O U EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR 0 co n� BOLTS. BOLTS SHALL EXTEND NOT LESS THAN 7 INGHES (178 MM),y-� n /.6 BEAM / IIIsoon] CONT. FTG. (2) 04 BARS CONT. IN FTG. EDGE OF a DOOR OPENING (2) *4 B RS CONT. IN FTG. L SLAB DOOR OPENING DONT. FTG. STUB *4 BAR OUT IS" INTO GONG. 24" O.C. SLAB ON GR OE 4" GONG. SLAB13 13 1'=(o 1/2 8'-3" R.O. 2 1/2" 1'=1 1/211 16'-311 R.O. I'=10 1/ 11 10'=9 1/411 10'-011 20'-011 3'=2 3/4" 14'-011 3 GAR GARAGE ORT.) 44'=0'' 3 GAR GARAGE OPT.) FOUNDATION 8 FIRST FLOOR FRAMING PLAN © 2101115 NORTHWEST HOME DESIGNING, INC. FIOUNDATICly VENTILATION RROVIDE CRAWL_ SPACE VENTILATION AS RER IRO (912 Sq. Ft. x 1/150 = 6.48 Sq. Ft. VENT AREA REQ'D) 6 x 6 W/ APPROVED POST BASE CONN. PER ENG'S CALCS. TYP. SCALE - 1/4''— 1'=O'' 1—OII C & E DEVELOPMENT, LLC. LIMITED LICENSE # 66052 4" GUTTER OVER 5/4 x 8" FASCIA TYPICAL WALL CONSTRUCTION APPROVED RIM BOARD DBL. 2x TOP PLATE 1/2 NOM. EXT. SHEATHING 15* ASPH. FELT OR APPR .AIR BARRIER I" NOM. EXT. SIDING SEE ELEVATIONS 2x BOTTOM PLATE APRV'D RIM PRE- MANUF TRUSSES 9 24" O.C. INSULATION BAFFLES TO MAINTAIN MIN, 1" AIR SPAGE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R-49 INSULATION — 2-2x6 TOP PLATE — R-21 INSULATION WHEN USING 4 x HEADER IN 2 x 6 WALL FILL VOID w/R-10 RIGID INSUL, BD, WHEN TRUSSED R-21 INSULATION PER PLAN 12 GWB 1/2 GWB a WALLS APPROVED VAPOR BARRIER WHERE REQUIRED R-21 INSULATION 3/4" t*PLYWOOD 5U5FLOOR GLUED 8 NAILED R-35 INSULATION Z FLR. JSTS. PER PLAN P.T. SILL PLATE s ANCHOR BOLTS PER E NG. ' I I _-J I I I I REINF. BARS DOWNSPOUT -III=III-I PER ENG'G CALCS TIGHTLINE :III=111111 LU III .006 BLACK VISQ. VA OR BARRIER �z = 1LLl FOUNDATION DRAIN WASHED ROCK FILL (TYP) ER ENG' TYP. TWO STORY C:0NF1P,.._rA SCALE. 1/211 - 11=0 5/8" GWB (TYPE "X") RE NF. BARS PER ENG'G CALCS 2x STUDS R-21 INSULATION 3/4" T.4G. PLYWOOD SUBFLOOR GLUED s NAILED R-38 INSULATION FLR. JSTS. PER PLAN 2x P.T. SILL PLATE APPROVED ANCHOR 5OLT5 PER ENG'S. CALCS. .006 BLACK VISQ. VAPOR BARRIER AREA SEP. DETAIL ---F, SHEET NUMBER 2x STUDS 16" O.C. EXT. FIN. PER ELEV. 8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE 2x P.T. BASE PLATE 15* FELT 8401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS THAN 2 4" GONG, SLAB ON 6 MIL GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS NOT LESS O 11 ' `� luu 1/2" SHEATHING THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS USED AND I FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON SCREENED VENTS 4" COMPACT CRUSHED ROCK _LLn CO BASE Z_ DESIGN FORTH IN SECTION 8403.2, AND FIGURES 8403.1(2) AND 8403.1(3). R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND REQ'D WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4, WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS QW SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH 3. ONE -EIGHTH -INCH (32 MM) COAT OF SURFACE -BONDING NOTE: VERIFY ANCHOR BOLT SIZE THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON II cp • `} « SIZE e SPACING WITH ENGINEER CALCS, FTG DRAIN IN V , II WASHED ROCK FILL (TYP.) PER ENG'G CALCS II WALL DETAI�_n, I= 1/211 - 11 MINIMUM 1/2 -INCH DIAMETER (12.1 MM) ANCHOR BOLTS SPACED NOT THE MASONRY. GREATER THAN 6 FEET (1829 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE M w E EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR 0 co O BOLTS. BOLTS SHALL EXTEND NOT LESS THAN 7 INGHES (178 MM),y-� INTO CONCRETE OR GROUTED GELLS OF CONCRETE MASONRY `, J () UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF c Cn THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO C: BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE UJ < ca THAN 12 INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETERS ` CONT. FTG. (2) 04 BARS CONT. IN FTG. EDGE OF a DOOR OPENING (2) *4 B RS CONT. IN FTG. L SLAB DOOR OPENING DONT. FTG. STUB *4 BAR OUT IS" INTO GONG. 24" O.C. SLAB ON GR OE 4" GONG. SLAB13 13 1'=(o 1/2 8'-3" R.O. 2 1/2" 1'=1 1/211 16'-311 R.O. I'=10 1/ 11 10'=9 1/411 10'-011 20'-011 3'=2 3/4" 14'-011 3 GAR GARAGE ORT.) 44'=0'' 3 GAR GARAGE OPT.) FOUNDATION 8 FIRST FLOOR FRAMING PLAN © 2101115 NORTHWEST HOME DESIGNING, INC. FIOUNDATICly VENTILATION RROVIDE CRAWL_ SPACE VENTILATION AS RER IRO (912 Sq. Ft. x 1/150 = 6.48 Sq. Ft. VENT AREA REQ'D) 6 x 6 W/ APPROVED POST BASE CONN. PER ENG'S CALCS. TYP. SCALE - 1/4''— 1'=O'' 1—OII C & E DEVELOPMENT, LLC. LIMITED LICENSE # 66052 4" GUTTER OVER 5/4 x 8" FASCIA TYPICAL WALL CONSTRUCTION APPROVED RIM BOARD DBL. 2x TOP PLATE 1/2 NOM. EXT. SHEATHING 15* ASPH. FELT OR APPR .AIR BARRIER I" NOM. EXT. SIDING SEE ELEVATIONS 2x BOTTOM PLATE APRV'D RIM PRE- MANUF TRUSSES 9 24" O.C. INSULATION BAFFLES TO MAINTAIN MIN, 1" AIR SPAGE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R-49 INSULATION — 2-2x6 TOP PLATE — R-21 INSULATION WHEN USING 4 x HEADER IN 2 x 6 WALL FILL VOID w/R-10 RIGID INSUL, BD, WHEN TRUSSED R-21 INSULATION PER PLAN 12 GWB 1/2 GWB a WALLS APPROVED VAPOR BARRIER WHERE REQUIRED R-21 INSULATION 3/4" t*PLYWOOD 5U5FLOOR GLUED 8 NAILED R-35 INSULATION Z FLR. JSTS. PER PLAN P.T. SILL PLATE s ANCHOR BOLTS PER E NG. ' I I _-J I I I I REINF. BARS DOWNSPOUT -III=III-I PER ENG'G CALCS TIGHTLINE :III=111111 LU III .006 BLACK VISQ. VA OR BARRIER �z = 1LLl FOUNDATION DRAIN WASHED ROCK FILL (TYP) ER ENG' TYP. TWO STORY C:0NF1P,.._rA SCALE. 1/211 - 11=0 5/8" GWB (TYPE "X") RE NF. BARS PER ENG'G CALCS 2x STUDS R-21 INSULATION 3/4" T.4G. PLYWOOD SUBFLOOR GLUED s NAILED R-38 INSULATION FLR. JSTS. PER PLAN 2x P.T. SILL PLATE APPROVED ANCHOR 5OLT5 PER ENG'S. CALCS. .006 BLACK VISQ. VAPOR BARRIER AREA SEP. DETAIL ---F, 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 OFA COMPLETE GEO-TECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE 8401.4.1 SHALL BE USED. 8403.15 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 JURISDICTION. R4013 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 (3048 MM) FOUNDATION WALL SIZE: 8404.1.5.2 CONCRETE WALL THICKNESS. THE THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO T OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY V� ABOVE. ■ O SHEET NUMBER 2x STUDS 16" O.C. EXT. FIN. PER ELEV. 8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE 2x P.T. BASE PLATE 15* FELT 8401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS THAN 2 4" GONG, SLAB ON 6 MIL GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS NOT LESS V15QUEEN VAPOR BARRIER 1/2" SHEATHING THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS USED AND DRAWN BY FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING 4" COMPACT CRUSHED ROCK JT CO BASE Z_ DESIGN FORTH IN SECTION 8403.2, AND FIGURES 8403.1(2) AND 8403.1(3). R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND MLO WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4, WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS QW SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH 3. ONE -EIGHTH -INCH (32 MM) COAT OF SURFACE -BONDING NOTE: VERIFY ANCHOR BOLT SIZE THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON 8 SPACING AND REBAR cp • `} « SIZE e SPACING WITH ENGINEER CALCS, FTG DRAIN IN V , RE INF. BARS WASHED ROCK FILL (TYP.) PER ENG'G CALCS STEM WALL DETAI�_n, I= 1/211 - 11 MINIMUM 1/2 -INCH DIAMETER (12.1 MM) ANCHOR BOLTS SPACED NOT 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 OFA COMPLETE GEO-TECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE 8401.4.1 SHALL BE USED. 8403.15 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 JURISDICTION. R4013 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 (3048 MM) FOUNDATION WALL SIZE: 8404.1.5.2 CONCRETE WALL THICKNESS. THE THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO T OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY V� ABOVE. ■ O 8403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTION 8403.1.4.1. 8403.1.1 MINIMUM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR SHEET NUMBER CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES 8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING 8401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS THAN 2 CHECKED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS NOT LESS FOOTING, FOOTING THICKNESS AND PROJECTION FOR FIREPLACES MJW THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS USED AND DRAWN BY FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. JT CO FOLLOWING: FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET DESIGN FORTH IN SECTION 8403.2, AND FIGURES 8403.1(2) AND 8403.1(3). R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND MLO WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4, WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS QW SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH 3. ONE -EIGHTH -INCH (32 MM) COAT OF SURFACE -BONDING M `, J THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON CEMENT COMPLYING WITH ASTM G881. LO /� MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS z V , 84062, 5. OTHER APPROVED METHODS OR MATERIALS. AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD N EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH zi WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO MINIMUM 1/2 -INCH DIAMETER (12.1 MM) ANCHOR BOLTS SPACED NOT THE MASONRY. GREATER THAN 6 FEET (1829 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE M w E EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR 0 co O BOLTS. BOLTS SHALL EXTEND NOT LESS THAN 7 INGHES (178 MM),y-� INTO CONCRETE OR GROUTED GELLS OF CONCRETE MASONRY `, J () UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF c Cn THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO C: BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE UJ < ca 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 Q J PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND .. a) SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND Uj 2 0 TERMITES WHERE REQUIRED BY SECTIONS 8311 AND R318. O R311.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN O 0 THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN C) U T Z ACCORDANCE WITH AWPA Ul. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH J (12.7 MM) ON TOPS, SIDES AND ENDS. H W FOUNDATION: R10032 FOOTINGS AND FOUNDATIONS. FOOTINGS FOR MASONRY CHIMNEYS SHALL BE GONSTRUCTED OF CONCRETE OR SOLID MASONRY NOT LESS THAN 12 INCHES (305 MM) THICK AND �^ U) 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 co OR ENGINEERED FILL BELOW FROST DEPTH, Q IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE NOT LESS THAN 12 INCHES (305 MM) BELOW FINISHED GRADE, VMM W CONCRETE STRENGTH: IRC R402.2 CONCRETE SHALL HAVE A co MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R402.2. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR S -SHEETS. O co 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 BLAST -FURNACE SLAG PASSING O A 2 -INCH (51 MM) SIEVE SHALL BE PLACED ON THE PREPARED SUBGRADE WHERE THE SLAB IS BELOW GRADE. n R403.13 FOOTING AND STEM WALL REINFORCING IN SEISMIC DESIGN GATEGORIES DO, DI, AND D2. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, DI AND D2, AS ESTABLISHED IN TABLE R3012(l), SHALL HAVE MINIMUM REINFORCEMENT IN ACCORDANCE WITH THIS SECTION AND FIGURE R403.13. REINFORCEMENT SHALL BE INSTALLED WITH SUPPORT AND COVER IN ACCORDANCE WITH SECTION 8403.13.5. 8403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTION 8403.1.4.1. 8403.1.1 MINIMUM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR SHEET NUMBER CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES R403.10) THROUGH R403.1(3) AND FIGURE 8403.10) OR R403.13, AS APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING 8401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS THAN 2 CHECKED INCHES (51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING, FOOTING THICKNESS AND PROJECTION FOR FIREPLACES MJW SHALL BE IN ACCORDANCE WITH SECTION 8001.2. THE SIZE OF DRAWN BY FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN JT ACCORDANCE WITH TABLE 8401.4.1. FOOTINGS FOR WOOD FOLLOWING: FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET DESIGN FORTH IN SECTION 8403.2, AND FIGURES 8403.1(2) AND 8403.1(3). FOOTINGS FOR PRECAST FOUNDATIONS SHALL BE IN ACCORDANCE 2565 WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4, AND FIGURES R403.40)AND 8403.4(2). QW R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. SHEET NUMBER EXCEPT WHERE REQUIRED BY SECTION 8406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 -INCH (95 MM) PORTLAND CEMENT 1 OF G V 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.(o3 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE -EIGHTH -INCH (32 MM) COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM G881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 84062, 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED zi WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. 14% .1 .1, 1 1 FIRST FLOOR PLAN, @ COPYRIGHT 2015 NORTHWEST HOME DESIGNING, INC. FIRST FLOOR... 912 5F. 5ECOND FLOOR ... 1,249 5F. TOTAL ... 2,221 S.F. COV'D PORCH ... 190 S.E. GARAGE ... 393 5.1=, 3 CAR OPT.... 633 5.1=. GLA55 AREA. 241 Sq. Ft. GLAZING PERCENTAGE (GL / FL). 10.0 io I 6 x 6 POST BUILT UP TO 10" COLUMN 45'-0'' W/ 3RD CAR OPT OPTIONAL FIRST FLOOR PLAN @ COPYRIGHT 2015 NORTHWEST HOME DESIGNING, INC. 8403.4 MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 1057 (41°C) OR BELOW 55°F (13°C) SMALL BE INSULATED TO A MINIMUM OF R-6. C & E DEVELOPMENT, I.I.C. LIMITED LICENSE # 66052 SC;,4L 1/4 II _ 11=011 IL 5c;,4L e 1/4ii_ 1'-011 _ EXPANSION TANK REG. W/ CLOSE[) PLUMBING 5Y5TEM. SHUT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO 1 EXTERIOR POINTING DOWN (o" MIN. TO 24'' MAX. FROM GROUND. 3/4" X 22 GAUGE SEISMIC STRAP IN THE UPPER AND LOWER THIRDS, W/ MIN, Y4 X 2 LAG SCREW 4 WASHER, 2 X 4 LEDGER ATTACHED TO STUDS 5Y)/4 X 4 LAG SCREWS W/ WASHER. (TYP.) i� FLEXIBLE GAS CONN, ANCHOR WATER HEATER TO 5A5E = 5A5E TO FLOOR RAISE PILOT LIGHT 10" ABOVE FIN. FLR. ll 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-10 AND A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI. 19 T UP NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents ■O M Z IRt� 00 MLO 0 M Z `O N ZOO E (300M � y00 ui Q�d N LU 2 �Oo 0 z UZ UjJ LU� co O co Q Q m Z Q CHECKED DRAWN BY DESIGN 2565 BH SHEET NUMBER 2 1 2 OF 6 1 VENTILATION REQUIREMENTS "PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM.25 WS 110 CFM @.1 WS 2 "PANASONIC' FV-08VK3 80CFM A SONES 79 CFM .25 WS 80 CFM .1 WS NOTES: 1. USE PANASONIC FV-11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. USE PANASONIC FV-08VK3 (50 CFM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. IL 5c;,4L e 1/4ii_ 1'-011 _ EXPANSION TANK REG. W/ CLOSE[) PLUMBING 5Y5TEM. SHUT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAX 24" IN LENGTH T/P VALVE DRAIN LINE TO RUN TO 1 EXTERIOR POINTING DOWN (o" MIN. TO 24'' MAX. FROM GROUND. 3/4" X 22 GAUGE SEISMIC STRAP IN THE UPPER AND LOWER THIRDS, W/ MIN, Y4 X 2 LAG SCREW 4 WASHER, 2 X 4 LEDGER ATTACHED TO STUDS 5Y)/4 X 4 LAG SCREWS W/ WASHER. (TYP.) i� FLEXIBLE GAS CONN, ANCHOR WATER HEATER TO 5A5E = 5A5E TO FLOOR RAISE PILOT LIGHT 10" ABOVE FIN. FLR. ll 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-10 AND A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI. 19 T UP NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents ■O M Z IRt� 00 MLO 0 M Z `O N ZOO E (300M � y00 ui Q�d N LU 2 �Oo 0 z UZ UjJ LU� co O co Q Q m Z Q CHECKED DRAWN BY DESIGN 2565 BH SHEET NUMBER 2 1 2 OF 6 1 0 r I I I I I I -------J-SDR—E II II II II II II II II II II II II II II II II II II II II II II II II oY � II II II II II II II II II II II II II II II II II II II II II II II II HDR L---� j I II II II II II HDR �1 L Fr_ _—_11 LJ --------------- II II II II r� LJ 5ECON FLOO MING © COPYRIGHT 2015 NORTHWEST HOME DESIGNING, INC. MFR TRUSSES 6 24" O.C. R-49 INSUL. spa" TYPE 'X GWB %" TYPE 'X GW5 2 x 6 WOOD STUDS .5 16" O.C. aa" TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR SIDING R-21 INSUL: CLASS -C ROOFING MATERIAL 4 FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0", NO PENETRATIONS ALLOWED -2 LAYERS OF ROOF VENT WITHIN 4' OF Na" TYPE 'X' GWS EAVE WITH SOLID BLOCKING CLASS -C ROOFING MATERIAL 8 FIRE-RESISTANT SHEATHING WITHIN FIRST 4'-0" NO PENETRATIONS ALLOWED \ 2 LAYERS OF Na" TYPE 'X' GWS APPLY TO WALLS CLOSER THAN 5' FROM THE LINE USED FOR FIRE SEPARATION AN LLl � Ell I F-1 r' LJ LJ 5cAL Ee 1/4 MFR TRUSSES Q 24" O.G. R-49 INSUL. sa" TYPE 'X' GWB Na" TYPE 'X' GW5 2 x 6 WOOD STUDS 16 " O.G. Na" TYPE 'X' GYPSUM SHEATHING EXTERIOR SHEATHING EXTERIOR SIDING R-21 INSUL. 1 -Nib FIRE RATED WALL 4 OVr=RHA4NG GYP5UM 1.1.14LL504RD, WOOD STUDS I ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF EITHER 2X3 OR 2X4 WOOD STUDS, TURNED FLATWISE, 24" O.G. W/ 6D GEMENT COATED NAILS, 11/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.G. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12" ON OPPOSITE SIDES. (NL5) THICKNESS: 2 7/6 APPROX. WEIGHT: 7 Psf FIRE TEST: (UL, 9-12-96 UL DESIGN U335 O 5GALE : N.T.5. 8303.7 LIGHT ACTIVATION. WHE OUTLETS ARE INSTALLED IN IN STAIRWAYS, THERE SHALL 5E AT EACH FLOOR LEVEL TO CC LIGHTING OUTLET WHERE THE OR MORE RISERS. GYP5UM 11,4LL50,41RD, GYP5UM &HE,4THING, WOOD 5TUD5 EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE "X" GYPSUM SHEATHING APPLIED PARALLEL TO 2 X 4 WOOD STUDS 24" O.C. WITH 13/4" GALVANIZED ROOFING NAILS 4" O.C. AT VERTICAL JOINTS AND L- 7" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING _ J J MAY 5E LEFT UNTREATED. EXTERIOR CLADDING TO 5E ATTACHED THROUGH SHEATHING TO STUDS. DR INTERIOR SIDE: ONE LAYER 5/8" TYPE"X" GW5 WATER RESISTANT GYPSUM BACKING THICKNESS: VARIES BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO APPROX. WEIGHT: 7 Psf STUDS WITH 6D COATED NAILS, 17/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.G. FIRE TEST: SEE WP 3510 (LOAD BEARING) (UL R3501 -4T -40,'B-17-65 UL DESIGN U309, UL 81319-129, 7-22-70 UL DESIGN U314) 0 ■ NOSING MIN. NOSING M,4) EXTERIOR STAIRWAYS SI-IALL NS TO ILLUMINATE THE STAIRS, SND TREADS TO A LEVEL NOT (I1 LUX) MEASURED AT THE yD LANDINGS. V-38" A50VE STAIRS WITH 4 =Q. GUARDS SHALL NOT HAVE � FROM THE WALKING SURFACE TO .RD HEIGHT WHICH ALLOW PASSAGE IERE 4 IN. IN DIAMETER SEE JN5. 8311.7.6 THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MIN. WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. R NCHORS 3LE SPACE / 5/8" TYPE "X" G.W.S. IIYVI—fLel \ JIT RWAYS SHALL BE NOT LESS THAN 36 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 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. STAIR CONSTRUCTION DETAIL NT5. SIMILAR) NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents C & E DEVELOPMENT, LLC. LIMITED LICENSE # 66052 ------ r I I I I I ----------- -------- ------- J _- II II II II II II II II II II II II II II II II II II II II II II --------------- r-------------— —I II II II 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: I. GOLUMNS 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 6 INCHES (152 MM) ABOVE EXPOSED EARTH AND THE EARTH IS COVERED BY AN APPROVED IMPERVIOUS MOISTURE BARRIER 2. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING WHERE SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT MORE THAN 8 INGHES (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 1 INCH (25 MM) ABOVE A CONCRETE FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH. FLOOR FRAMING: 8502.6 BEARING. THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 11/2 INCHES (35 MM) OF BEARING ON WOOD OR METAL, HAVE NOT LESS THAN 3 INCHES OF BEARING (76 MM) ON MASONRY OR GONGRETE OR BE SUPPORTED BY APPROVED JOIST HANGERS. ALTERNATIVELY, THE ENDS OF JOISTS SHALL BE SUPPORTED ON A I—INCH BY 4—INCH (25 MM BY 102 MM) RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT STUD, THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT, ORA SILL PLATE OF 2—INCH—MINIMUM (51 MM) NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER. THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING AREA OF 48 SQUARE INCHES (30 865 MM2). BEARING PARTITIONS: R502.4 JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL—DEPTH SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 FEET (1219 MM) ON CENTER. BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE ONSET 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: R60232 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: 8502.10 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 GROSS SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE HEADER STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE PRESCRIPTIVE PATH METHOD OF THE IRG WAS NOT FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. r-_11 r-_11 LJ LJ V1 OFTIONA SECON FLOOR F © COPYRIGHT 2015 NORTHWEST HOME DESIGNING, INC. V1 ING AN SCALE : '/411— 1'=011 I=011 M1505.2 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. THIS SECTION SHALL NOT PROHIBIT THE INSTALLATION OF DUCTLESS RANGE HOODS IN ACCORDANCE WITH THE EXCEPTION TO SECTION M15033. MI505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS 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 CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FANS, ORA COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED AS PROVIDING SUPPLY VENTILATION. M1505.4.2 SYSTEM CONTROLS. THE WHOLE—HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. M1505.43 MECHANICAL VENTILATION RATE. THE WHOLEHOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH TABLE M1505.430) OR EQUATION 15-1. VENTILATION RATE IN CUBIC FEET PER MINUTE = (0.01 x TOTAL SQUARE FOOT AREA OF HOUSE) + 7S x (NUMBER OF BEDROOMS + 1) EQUATION 15-1 M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMAGNA HVAC DUCT CONSTRUCTION STANDARDS --METAL AND FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED 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 INA AND SHALL BE MARKED "IS1A—P" FOR PRESSURE—SENSITIVE TAPE, 11101,4—M" FOR MASTIC OR 11181 A—H" FOR HEAT—SENSITIVE TAPE. TAPES AND MASTICS USED TO SEAL METALLIC AND FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNEGTORS SHALL COMPLY WITH UL 1818 AND SHALL BE MARKED "181 8—FX" FOR PRESSURE—SENSITIVE TAPE OR "ISI BM" FOR MASTIC. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 1818 AND SHALL BE MARKED IBIS—C. CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM) AND SHALL BE MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET—METAL SCREWS OR RIVET EQUALLY SPACED AROUND THE JOINT, EGRESS DOOR: 8311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE—HINGED, AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. R3113 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL, THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). GARAGE/DWELLING DOOR: 8302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYGOMBGORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20—MINUTE FIRE—RATED DOORS, EQUIPPED WITH A SELF—CLOSING OR AUTOMATIC—CLOSING DEVICE. R308.42 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES (3.14 RAD) FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN—SWINGING DOOR. 8302.6 DWELLING—GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 8702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING—GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN 5/8—INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURES) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA 8404.1 LIGHTING EQUIPMENT. NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH—EFFICACY LAMPS. UPC 6082 FOR WATER PRESSURE HIGHER THAN 80 PSI AN APPROVED PRESSURE REDUCING VALVE (P)RV) SHALL BE INSTALLED. CHECKED DRAWN BY JT DESIGN 2565 BH SHEET NUMBER 1 3 OF 6 1 DR L- _ J J DR -- -- --- HDR I I I I I I I I DR I 1 I I I I I 1 I A I I I I I I I I I I I I I I A U I O I FLUe4 BE M = I 4 I p U I 1`1uLT o O z w I —� �JSTS LL IV LLI [L LL � I ------ -� ----- F --------------- -- ---I i I MUL I JST I 1 I en Y: I W (a 1 =IMILAk i i �TAIRSi 1 u' i I I I - L______ I I I I I I I I 1 I FL SHB AM 1L 1 ______ ___ __ ___ __ __ __ MULTI ___ JST ______ ___ -- I I 1 I MULTI711 1 1 I I 1 1 ---\ )STS V1 OFTIONA SECON FLOOR F © COPYRIGHT 2015 NORTHWEST HOME DESIGNING, INC. V1 ING AN SCALE : '/411— 1'=011 I=011 M1505.2 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. THIS SECTION SHALL NOT PROHIBIT THE INSTALLATION OF DUCTLESS RANGE HOODS IN ACCORDANCE WITH THE EXCEPTION TO SECTION M15033. MI505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS 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 CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FANS, ORA COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED AS PROVIDING SUPPLY VENTILATION. M1505.4.2 SYSTEM CONTROLS. THE WHOLE—HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. M1505.43 MECHANICAL VENTILATION RATE. THE WHOLEHOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH TABLE M1505.430) OR EQUATION 15-1. VENTILATION RATE IN CUBIC FEET PER MINUTE = (0.01 x TOTAL SQUARE FOOT AREA OF HOUSE) + 7S x (NUMBER OF BEDROOMS + 1) EQUATION 15-1 M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMAGNA HVAC DUCT CONSTRUCTION STANDARDS --METAL AND FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED 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 INA AND SHALL BE MARKED "IS1A—P" FOR PRESSURE—SENSITIVE TAPE, 11101,4—M" FOR MASTIC OR 11181 A—H" FOR HEAT—SENSITIVE TAPE. TAPES AND MASTICS USED TO SEAL METALLIC AND FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNEGTORS SHALL COMPLY WITH UL 1818 AND SHALL BE MARKED "181 8—FX" FOR PRESSURE—SENSITIVE TAPE OR "ISI BM" FOR MASTIC. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 1818 AND SHALL BE MARKED IBIS—C. CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM) AND SHALL BE MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET—METAL SCREWS OR RIVET EQUALLY SPACED AROUND THE JOINT, EGRESS DOOR: 8311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE—HINGED, AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. R3113 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL, THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). GARAGE/DWELLING DOOR: 8302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYGOMBGORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20—MINUTE FIRE—RATED DOORS, EQUIPPED WITH A SELF—CLOSING OR AUTOMATIC—CLOSING DEVICE. R308.42 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES (3.14 RAD) FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN—SWINGING DOOR. 8302.6 DWELLING—GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 8702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING—GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN 5/8—INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURES) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA 8404.1 LIGHTING EQUIPMENT. NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH—EFFICACY LAMPS. UPC 6082 FOR WATER PRESSURE HIGHER THAN 80 PSI AN APPROVED PRESSURE REDUCING VALVE (P)RV) SHALL BE INSTALLED. CHECKED DRAWN BY JT DESIGN 2565 BH SHEET NUMBER 1 3 OF 6 1 NR PLAN VIEW- P05T DETAIL-5 N.T.S. ROOF BUILD-UP COMP. ASPHALT ROOFING ON 15*1 BLDG. FELT ON 1/2" CDX SHT'G ROOF MEMBERS 0 24" O.C. W / R-49 INSULATION ( @@X G F®: 5/011 DEN& WRAP UP 5 5/4 X 11 1/4 ,@ TOP 45 NR P05T IDETAIL-A N.T.S. 12 101 c�a W SECTION A 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER TYPICAL. © 2015 NORTHWEST HOME DESIGNING, INC. 5GAL e 1/411- 11_0I I c�a M L 3F2'=011 3040 CS I 3040 CS i i i i I i i i i -- UPPER FLOOR PLAN R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOUDER LEVEL PROVIDED THAT THE LOUDER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION. LIGHT 8 VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 0 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 LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: 83102.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5.7 SQUARE FEET (0530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LE55 THAN 20 INCHES (508 MM). WINDOW SILLS: R3122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCHDIAMETER (102 MM) SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090, 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. HATCHES AND DOORS: NI102.2.4 (R4022.4) ACCESS HATCHES AND DOORS, ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE -FILL INSULATION IS INSTALLED, A WOODFRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE LOOSE -FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R -VALUE OF THE LOOSE -FILL INSULATION. 8301.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR SHOWER AREAS: R301.1 SHOWERS SHALL BE A MINIMUM SIZE OF 30" BY 30" WITH A 24" IN. CLEARANCE IN FRONT OF OPENING. WATER CLOSET CLEARANCES: IRC 8307.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 21" WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH APPROVED WATERPROOF MATERIAL. UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TUBS SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL. GYPSUM WALLBOARD: R102.3.1 WATER-RESISTANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM CI110, C1210 OR C1396. USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILINGS. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS 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 HIGH HUMIDITY. © 2015 NORTHWEST HOME DESIGNING, INC. 5cAL ; 1/4 II - 11=011 15" ASPH. FELT OR 5/8" GWB APRV'D AIR BARRIER 2x STUDS R-21 INSULATION 1" NOM. EXT. SIDING INTERIOR WALL BUILD-UP 5EE ELEVATIONS BASEBOARD TERIOR WALL BUILD-UP APRV'D RIM 3/4" TAG, PLYWOOD SUBFLOOR 2 - 2x4 TOP PLATES K=Mf- 2x4 STUDS Q 16" O.C. SGL viz " GWB 2x4 BOTTOM PLATE FLOOR BUILD-UP 3/4" T4G SHT'G GLUED 8 NAILED FLOOR JOISTS 0 16" O.G. co ` - " GLUED $ NAILED 0 ��V EXI. ON AP 511DING PER ELEVATIONS OVED VAPOR BARRIER ON 112 " GDX SHT'G 2 - 2x6 TOP PLATES 2x6 STUDS a 16" O.G. W / R-21 INSULATION /2 GW5 2x6 BOTTOM 0 AS PER FLOOR FRAMING PLAN W.P. MEMBRANE -III- �a a n FLR J5T5. PER PLAN M. BATH SOLID BLc ..a STUB OUT *4 BAR 2x P.T. SILL PLATE Z _ BOT. OF BEAM x IS" a 24" O.C. Z DOWNSPOUT APPROVED ANCHOR BOLTS - RE INF, BARS TIGHTLINE PER ENG'S. CALCS. cp PER ENG'G CALCS c� CONC. PAD - ' v` 006 BLACK VISQ. VAPOR BARRIER 1/2" GWB (L Yll�l�s N " Ad -30 INSULATION r...:. r..:. r..:. r..:.-77 � SECTION A 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER TYPICAL. © 2015 NORTHWEST HOME DESIGNING, INC. 5GAL e 1/411- 11_0I I c�a M L 3F2'=011 3040 CS I 3040 CS i i i i I i i i i -- UPPER FLOOR PLAN R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOUDER LEVEL PROVIDED THAT THE LOUDER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION. LIGHT 8 VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 0 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 LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: 83102.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5.7 SQUARE FEET (0530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LE55 THAN 20 INCHES (508 MM). WINDOW SILLS: R3122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCHDIAMETER (102 MM) SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090, 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. HATCHES AND DOORS: NI102.2.4 (R4022.4) ACCESS HATCHES AND DOORS, ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE -FILL INSULATION IS INSTALLED, A WOODFRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE LOOSE -FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R -VALUE OF THE LOOSE -FILL INSULATION. 8301.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR SHOWER AREAS: R301.1 SHOWERS SHALL BE A MINIMUM SIZE OF 30" BY 30" WITH A 24" IN. CLEARANCE IN FRONT OF OPENING. WATER CLOSET CLEARANCES: IRC 8307.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH. THE CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 21" WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH APPROVED WATERPROOF MATERIAL. UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TUBS SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL. GYPSUM WALLBOARD: R102.3.1 WATER-RESISTANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM CI110, C1210 OR C1396. USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILINGS. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS 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 HIGH HUMIDITY. © 2015 NORTHWEST HOME DESIGNING, INC. 5cAL ; 1/4 II - 11=011 15" ASPH. FELT OR APRV'D AIR BARRIER 2x STUDS R-21 INSULATION 1" NOM. EXT. SIDING 5EE ELEVATIONS BASEBOARD APRV'D RIM 3/4" TAG, PLYWOOD SUBFLOOR METAL FLASH'G GLUED $ NAILED 4" CONC, SLAB R-38 INSULATION W.P. MEMBRANE -III- �a a n FLR J5T5. PER PLAN SOLID BLc ..a STUB OUT *4 BAR 2x P.T. SILL PLATE Z _ BOT. OF BEAM x IS" a 24" O.C. Z DOWNSPOUT APPROVED ANCHOR BOLTS - RE INF, BARS TIGHTLINE PER ENG'S. CALCS. cp PER ENG'G CALCS c� CONC. PAD - ' v` 006 BLACK VISQ. VAPOR BARRIER FOUNDATION DRAIN WASHED ROCK FILL (TYP.) PORCH SLAB DETAIL 5CALE. 1/211 - 11-011 FLR J5T5. PER PLAN R-38 INSULATION 3/4" T.#G, PLYWOOD SUBFLOOR GLUED $ NAILED 4x BEAM 2x GUSSETS P.T. POST ANCHOR POSTS AGAINST LATERAL MOVEMENT PER ENG'S. CALCS. .006 BLACK VISQ. VAPOR BARRIER PER ENG. CsIRDER DETAIL5GALE: 1/2'' - 1'�011 E Dc) TRUSSES: R502.11.1 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 8106.1. 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 SBCA 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 8802.9 OPENINGS IN ROOF 8 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 GROSS SECTION TO SUPPORT THE CEILING J015T5 OR RAFTER FRAMING INTO THE HEADER. 89032.1 LOCATIONS. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE EATER AWAY FROM WHERE THE EAVE OFA 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 AAMA 111. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 114. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 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 ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 112. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: U. 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. 12. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 13. IN ACCORDANCE WITH OTHER APPROVED METHODS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CON- STRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS, 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL 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. I. AT BUILT-IN GUTTERS. WEATHER RESISTIVE SHEATHING PAPER: 8103.2 WATER-RE5I5TIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT 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 DESGRIBED IN SECTION R 03.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETAGHED ACCESSORY BUILDINGS. C & E DEVELOPMENT, I.I.C. LIMITED LICENSE # 66052 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents ■O CY) z"t - OC) MLO M Z `O N Z W E (3coM U CC) vi WQ� W0= Oo 0 z U X<Z 111111M W LLIM ?moo T_ 00 00 �O C) 00 Z b 0 - CHECKED CHECKED DRAWN BY JT DESIGN 2565 BH SHEET NUMBER �1 1 4 OF 6 1 a z c�a 3 GAR GARAGE ORT.) II / II II II II I I / II HDR 3 GAR GARAGE ORfi 6:12 PITCH - lm' -m" SPAN (V.IF.) MFR. COMMON TRUSSES a 24" O.C. A5 PER MFG, 5PEG5. TYP. 12:12 PITCH - I'-6" SPAN (V.IFJ 2 x 6 RAFTERS a 24" O.G. A5 PER ENG'5 CALC5. TYP, ATTACH W/ APPROVED POSITIVE P05T TO BEAM CONN. PER ENG'5 CALC5. TYP, d w CIA 12:12 PITCH - I'-6" SPAN (V.I.FJ 2 x 6 RAFTERS a 24" O.C. A5 PER ENG'5 CALC5. TYP. l GAE53LE END TRU55 } zc� fL / Ul� HDR HDR / �\ NO IL ) �a L I O F- Lr___ u I I I j U Lu n I �I I 6:12 PITCH - 34'-0" SPAN (V.IF.) Q J [, II / II II II II I I / II HDR 3 GAR GARAGE ORfi 6:12 PITCH - lm' -m" SPAN (V.IF.) MFR. COMMON TRUSSES a 24" O.C. A5 PER MFG, 5PEG5. TYP. 12:12 PITCH - I'-6" SPAN (V.IFJ 2 x 6 RAFTERS a 24" O.G. A5 PER ENG'5 CALC5. TYP, ATTACH W/ APPROVED POSITIVE P05T TO BEAM CONN. PER ENG'5 CALC5. TYP, d w CIA 12:12 PITCH - I'-6" SPAN (V.I.FJ 2 x 6 RAFTERS a 24" O.C. A5 PER ENG'5 CALC5. TYP. l L- -- HDR LUHDR -----J 1 I T GABLE END TRU55 I I I _ I I___ L HDR--- -- OOF F ING AN - © 2015 NORTHWEST HOME DESIGNING, INC. 2 CAR GARAGE = ORT I ON FROVIDE ATTIC 5FACE VENT RR IRC - 1/504 RC:1/504 5.1= X 1/150 _ 10.02 5.1=. VENT ROE). 3 GAR GARAGE = ORT I ON FRIOVIDE ATTIC 5FACE VENT RR IRC - 1/1 -44 5F X 1/150 = 11.(o3 5R VENT R 01D. GABL END TRU551 +� L- js I F- I , I , I , I , I , I I I _ BEAM L_____ GABLE END TR 6:12 PITCH - VARIED SPAN MFR. MONO TRU55E5 a 24" O.G. A5 PER MFG. 5PEG5. TYP. ION *I BEAM c�a ATTACH W/ APPROVED POSITIVE POST TO BEAM CONN. PER ENG'5 CALC5. TYP. 5c;AL 1/4 11 _ 11-011 1-011 1/2 GWB BEARING WALL BA5EEOARD /2 GWB 6:12 PITCH - 10'-0" SPAN (V.IF.) MFR COMMON TRUSSES a 24" O.C. A5 PER MFG. SPECS. TYP. GABLE END TRUSS --------------------------------- HDR HDR -- HDR I II u I 1 u I � I � I � I � I � F-1 F-] � I I I� r -1� II I I � II II I I I L - - /��--� -- 1 r-------------� I L - , 3 CAR GARAGE ORfi L o �; —] 1 ------ — d--- F -------------- 1 I r 1 1 1 I I F ----- HDR — S 1 CS)I ��f) L i`RIDG i OL RIDGE II 1 1 (� p Q V Vc a � y ckII fu a:_ Np \ m „ U I I I I I I I I I I I I I I I I I S I I +� 1 LL I 6:12 PITCH - 10'-0" SPAN (V.IF.) i L MFR. COMMON TRUSS A5 PER MFG. SPEC5. TYP. II , � I J L ---------------------J r------7 C--1 rP C -j r ___-7;1111 r--------------, 11 1 1 - 1I 1GE U L ----- L---------] TI / II II II II / II I I / II GAE53LE END TRU55 Z ca fL / HDR HDR HDR / IF j �a L I F- Lr___ u I I I j a a' n I �I I 6:12 PITCH - 34'-0" SPAN (V.IF.) –] J [, 1 MFR. COMMON rRU55E5 a 24" O.C. A5 PER MFG, 5PEG5. TYP. I L_______, L' F- L I ]I r -----------�J-------------- -1I III PITCH24 1' " 5PAN (V.I F,) C` 2 x 6 RAF S O.G. ERa 45 PER EN S CALC5. TYP. I` ------------J L------- -L I T, 1 I I � II11 II I I I I I I I I I I I I I I I I I 2 x 6 I I I I I I I I I I I I 1 I I I 11 1 OVER FR MI1�G Pte!---J---1--L-L-1-J--1--_1 L �] L------- LIA � LJ I I 6:12 PITCH - 10'-0" SPAN (V.I.F.) 6:12 II 6:12 L::-- 1 L MFR COMMON TRUSSES 'a 24" O.C. 1 AS PER MFG. SPECS. TYP. I I I I L 7 L--------------------- r------ 7 -� r �I CSL ----------- nr�==== =��r-- -----------J ------------ I rJ I I i III _ F I I I I I I I I I I � i III III `moi' III I I, L 1 LC L� ____� �J L II I I I I II ----J -1I I I II L_________] I , I LL ----, 1 11 6:12 PITCH - 12'-O" SPAN (V.IF. MFR COMMON TRUSSES a 24" T.C. 1 6:12 PITCH - 12'-0" SPAN (V.IF.) AS PER MFG. SPECS. TYP. MFR, COMMON TRUSSES a 24" O.C. l A5 PER MFG. 5PEC5. TYP. 1 1 1DR 1 1 r -----J L- HD --J L----, I 1 1 L- -- HDR LUHDR -----J 1 I T GABLE END TRU55 I I I _ I I___ L HDR--- -- OOF F ING AN - © 2015 NORTHWEST HOME DESIGNING, INC. 2 CAR GARAGE = ORT I ON FROVIDE ATTIC 5FACE VENT RR IRC - 1/504 RC:1/504 5.1= X 1/150 _ 10.02 5.1=. VENT ROE). 3 GAR GARAGE = ORT I ON FRIOVIDE ATTIC 5FACE VENT RR IRC - 1/1 -44 5F X 1/150 = 11.(o3 5R VENT R 01D. GABL END TRU551 +� L- js I F- I , I , I , I , I , I I I _ BEAM L_____ GABLE END TR 6:12 PITCH - VARIED SPAN MFR. MONO TRU55E5 a 24" O.G. A5 PER MFG. 5PEG5. TYP. ION *I BEAM c�a ATTACH W/ APPROVED POSITIVE POST TO BEAM CONN. PER ENG'5 CALC5. TYP. 5c;AL 1/4 11 _ 11-011 1-011 1/2 GWB BEARING WALL BA5EEOARD /2 GWB 6:12 PITCH - 10'-0" SPAN (V.IF.) MFR COMMON TRUSSES a 24" O.C. A5 PER MFG. SPECS. TYP. GABLE END TRUSS --------------------------------- HDR HDR -- HDR I II u I 1 u I � I � I � I � I � F-1 F-] � I I I� r -1� II I I � II II I I I L - - /��--� -- 1 r-------------� I L - , 3 CAR GARAGE ORfi L o �; —] 1 ------ — d--- F -------------- 1 I r 1 1 1 I I F ----- HDR — S 1 CS)I ��f) L i`RIDG i OL RIDGE II 1 1 (� p Q V Vc a � y ckII fu a:_ Np \ m „ U I I I I I I I I I I I I I I I I I S I I +� 1 LL I 6:12 PITCH - 10'-0" SPAN (V.IF.) i L MFR. COMMON TRUSS A5 PER MFG. SPEC5. TYP. II , � I J L ---------------------J r------7 C--1 rP C -j r ___-7;1111 r--------------, 11 1 1 - 1I 1GE U L ----- L---------] TI / II II II II / II I I / II Z ca fL / (LLULLI �j \ / Wv' �a • b r . � a a' 0- Q ----- HDR HDR I» II ( 3 CAR GARAGE OR OOF 6:12 PITCH - 12'-0" SPAN (V.IF.) MFR. COMMON TRU55E5 a 24" O.G. A5 PER MFG. 5PEG5. TYP. M ING AN 0 (o:12 PITCH - VARIED SPAN MFR MONO TRUSSES a 24" O.C. A5 PER MFG, 5PEC5. TYP. ION "2 ATTACH W/ APPROVED 1211 POSITIVE POST TO BEAM CONN. PER ENG'5 CALC5. TYP. © 2015 NORTHWEST HOME DESIGNING, INC. 5c;,4L E 1/4 11 - 11 01 FRIOVIDE ATTIC SPACE VENT FR IRS: 1/144 SF X 1/150 - 11,(o2 5.F, VENT R 0'D. 2x4 STUDS a 16" O.G. DRIVEPIN5 a 24" O.G. 4" CONC. SLAB aI I II / 2x4 PLATE .006 BLACK VI5Q. REINF. BARS PER ENGIN VAPOR BARRIER PER ENG'G CALC5 THICKENED 5LA5 DETAIL NTS. ATTACH W/ APPROVED POSITIVE POST TO BEAM CONN. PER ENG'5 CALC5. TYP. 12:12 PITCH 1'-0" SPAN (V.IF) 2 x 6 RAFTERS a 24" O.C. A5 PER ENG'5 CALC5. TYP. 6:12 PITCH - 12'-0" SPAN (V.IF) MFR. COMMON TRUSSES a 24" O.C. A5 PER MFG. 5PEC5. TYP. 6:12 PITCH - 12'-0" SPAN (V.I.F) MFR. COMMON TRUSSES a 24" O.C. A5 PER MFG. 5PEC5. TYP. c�a C & E DEVELOPMENT, I.I.C. LIMITED LICENSE # 66052 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents CHECKED DRAWN BY DESIGN 2565 BH SHEET NUMBER 5 5 OF 6 a - �a • b . a a' .006 BLACK VI5Q. REINF. BARS PER ENGIN VAPOR BARRIER PER ENG'G CALC5 THICKENED 5LA5 DETAIL NTS. ATTACH W/ APPROVED POSITIVE POST TO BEAM CONN. PER ENG'5 CALC5. TYP. 12:12 PITCH 1'-0" SPAN (V.IF) 2 x 6 RAFTERS a 24" O.C. A5 PER ENG'5 CALC5. TYP. 6:12 PITCH - 12'-0" SPAN (V.IF) MFR. COMMON TRUSSES a 24" O.C. A5 PER MFG. 5PEC5. TYP. 6:12 PITCH - 12'-0" SPAN (V.I.F) MFR. COMMON TRUSSES a 24" O.C. A5 PER MFG. 5PEC5. TYP. c�a C & E DEVELOPMENT, I.I.C. LIMITED LICENSE # 66052 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents CHECKED DRAWN BY DESIGN 2565 BH SHEET NUMBER 5 5 OF 6 ATTIC VENT TYP. 12 a 6 MEMO— ■■ ■■ ■■ �■ ■■ ■■ ■■ ■■ ■■ 1007, rNEI oil -- 01Im � wil II Livil 101.011 3 GAR O�/PT OPTIONAL REAR— KNEE BRACE 12 6 BUILT UP $ TAPPERED 6 x 6 POST W/ MASONRY VENEER, GAP & BASE TRIM TYP. PROVIDE 5TEP5 DN, TO GRADE 54NGLE SIDING 1 x 2 TRIM BD, ON 5/4 x 8 BARGE BD 5/4 x 4 VERT. WINDOW TRIM TYP. 2 x 2 BEVELED SILL ON5/4X651LL TRIM TYP. APPROX.GRADE TOP PL. SUB FL. TOP PL. SUB FL. Iff EXT. ELEVATION5 © 2015 NORTHWEST HOME DESIGNING, INC. 5cAL : 1/4 11 - 11_011 I \1 I I I I I I -J I L- 7 1 I I I I - I � I I I I I I I - RIGHT SIDE C & E DEVELOPMENT. LLC. LIMITED LIU PROVIDE STEPS DN. TO GRADE ARC4TECTURAL GOMPO5ITION ROOFING GOVT. METAL GUTTER ON 5/4 x 8 FASCIA BD. TYP. 5/4x4 CORNER BD. TYP. 5/4 x Im BAND BD, TYP. I x 2 BATTENS e 16" OL ON EXT. PANEL 51DING LEFT SIDE , yr I OVERALL HEIGHT - 11X11: 28'-7 1/811 LOWEST TRU55 POINT - "Y"; 19'-1 1/811 28'-1 I/8" (X) - 19'-1 I/8" (Y) = 9'-011 (Q) 9'-O" (Q) / 2 - 41-(011 19'-1 I/8" (Y) + 4'-6" 24'--11 I/8" AVERACxE HEIGHT = 24'-1 1/8" SACKER x6 2 x 4 5RACE 45 DECREE5 0LE LINE 2 x 4 SACKER NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents CHECKED DRAWN BY DESIGN 2565 BH SHEET NUMBER no 1 6 OF 6 1 M� G ' 3 GAR OPT. DEFT SIDE OPTIONAL REAR OVER,4LL HEIGPT - "X 28'-3 1/8" LOWEST TRUSS POINT - 11Y". 19'-0 3/811 28'-3 1/8" (X) - 19'-0 3/0" (Y) = 9'-2 3/4" (Q) 9'-2 3/4" (Q) / 2 = 4'-1 3/3 1/2" 19'-0 3/8" (Y) + 4'-1 3/0" = 23'-1 3/4" AVERAGE HEIGHT = 23'-13/411 OPTIONAL EXT. VATION5 © 2015 NORTHWEST HOME DESIGNING, INC. SCALE : 1/4 '' _ 11=011 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents C & E DEVELOPMENT, LLC. RIGHT SIDE .605 ARC GOMP051Th )N P" 5/4 IAEA 5 WINDG 2x2BE ON x SII 4x(0 2 x 4 5R,4CE e 45 IDEGREE5 G,45LE LINE I 2 x 4 IRAGK� I GABLE BRACE DETAIL ITS CHECKED MJW DRAWN BY JT DESIGN 2565 BH SHEET NUMBER 6a 6a OF 6