2021.0019 909-VA_CE_Dev_LongmireNORTHWE5T BIOME DE51GNING, INC.
CONSTRUCTION DOCUMENT L I CENSE
1" GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE, WHICH
IS PART OF THE PRICE YOU PAID FOR THIS PRODUCT, NORTHWEST HOME DESIGNING,
INC., AS LICENSOR, GRANTS YOU, THE LICENSEE, A NONEXCLUSIVE RIGHT OF USE FOR
THE PURPOSE OF CONSTRUCTING ONE STRUCTURE FROM THESE DOCUMENTS. NHD
RESERVES ALL RIGHTS NOT EXPRESSLY GRANTED TO THE LICENSEE.
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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
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CONSENT OF NORTHWEST HOME DESIGNING, INC.. IN NO EVENT MAY YOU TRANSFER,
ASSIGN, RENT, LEASE SELL, OR OTHERWISE DISPOSE OF THESE CONSTRUCTION
DOCUMENTS.
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WASHINGTON. NEITHER NHD NOR ANYONE ELSE WHO IS INVOLVED IN THE CREATION,
PRODUCTION, OR DELIVERY OF THIS PRODUCT SHALL BE LIABLE FOR ANY DIRECT
OR INDIRECT CONSEQUENTIAL, OR INCIDENTAL DAMAGES. VIOLATION OF THE TERMS
OF THIS AGREEMENT ARE SUBJECT TO A MINIMUM FIFTY THOUSAND ($50,000.00)
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MARKETING DIVISION: P.O. BOX 88103., STEILACOOM, WA 98388 OR CALL (253)
584-6309.
IMPORTANT NOTICE:
THE PLAN YOU ARE RECEIVING IS DESIGNED TO BE SOLD THROUGHOUT MANY
JURISDICTIONS AND BUILDING CODES WHICH ARE FOUND IN THE UNITED STATES. AS
THESE JURISDICTIONS AND REQUIREMENTS MAY VARY, THESE PLANS WERE DESIGNED
TO THE 2018 INTERNATIONAL RESIDENTIAL CODE AND RELATED NATIONAL
ORDINANCES ONLY, AND MAY NOT COMPLY WITH SPECIFIC JURISDICTIONAL CODES
AND SPECIFICATIONS- TPEY WILL BE SU J CT TO CHANGE AND VARYING
INTERPRETATIONS.
THE PU CHASER MUST ENSURE THAT THE PLANS COMPLY WITH ALLLOCALAS WELL
AS NATIONAL BUILDING CODES AND REQUIREMENTS, WHICH ARE APPLICABLE FOR THE
SPECIFIC SITE AND STRUCTURAL ENGINEERING REQUIREMENTS. BEFORE BEGINNING
CONSTRUCTION, PURCHASER MUST HAVE PLANS REVIEWED BY A LICENCED
STRUCTURAL ENGINEERWHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS AND
DATA (INCLUDING HIS OR HER LICENSEE STAM ) WHICH WILL BE SUBMITTED (WHERE
REQUIRED) WITH THESE DRAWINGS AND SPECIFICATIONS TO THE LOCAL BUILDING
OFFICIALS. FAILURE TO DO THIS RENDERS THESE DOCUMENTS LEGALLY INVALID AND
ABSOLVES NHD OF ANY LIABILITY (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE
DAMAGES.
APPROVED PLANS: IRC 106.3.1
APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE BUILDING OFFICIAL ISSUES A
PERMIT, THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY A
STAMP WHICH STATES "REVIEWED FOR CODE COMPLIANCE." ONE SET OF
CONSTRUCTION DOCUMENTS 50 REVIEWED SHALL BE RETAINED BY THE BUILDING
OFFICIAL" THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT
AT THE SITE OF WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL
OR HIS OR HER AUTHORIZED REPRESENTATIVE.
PREMISES IDENTIFICATION: 8319.1 ADDRESS IDENTIFICATION. BUILDINGS SHALL BE
PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION
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 SPALL BE USED TO IDENTIFY THE
STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED.
GROUNDED OUTLETS: ALL RECEPTACLES SPALL BE GROUNDED TYPE. RECEPTACLES
LOCATED IN KITCHENS AND BATPS SHALL BE INSTALLED ABOVE THE WORK TOP .
OTHER RECEPTACLES SHALL BE INSTALLED AT 12" VERTICALLY ABOVE THE FLOOR,
UNLESS SHOWN OTHERWISE ON THE DRAWINGS"
WALL SWITCHES: WALL SWITCHES SHALL BE INSTALLED 42" ABOVE THE FLOOR, UNLESS
OTHERWISE SHOWN ON THE DRAWINGS.
M1305"1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT.
APPLIANCES 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" A LEVEL WORKING SPACE NOT
LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE (162 MM BY 162 MM) SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE,
APPLIANCES LOCATED IN GARAGE: M1301.3 ELEVATION OF IGNITION SOURCE.
APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE
SOURCE OF IGNITION IS NOT LESS THAN IS INCHES (451 MM) ABOVE THE FLOOR IN
GARAGES. FOR THE PURPOSE OF TPIS SECTION, ROOMS OR SPACES TPAT ARE NOT
PART OF TPE LIVING SPACE OF A DWELLING UNIT AND TPAT COMMUNICATE WITH A
PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF TPE
GARAGE.
M13013.1 PROTECTION FROM IMPACT. APPLIANCES SHALL NOT BE INSTALLED IN A
LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY
APPROVED BARRIERS.
CLOTHES DRYERS: M15023 DUCT TERMINATION. EXHAUST DUCTS SHALL TERMINATE ON
THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE IN
ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. IF THE
MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION LOCATION, THE
EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET (914 MM) IN ANY DIRECTION
FROM OPENINGS INTO BUILDINGS. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED
WITH A BACKDRAFT DAMPER" SCREENS SHALL NOT BE INSTALLED AT THE DUCT
TERMINATION. M1502.4.5.1 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35
FEET (1620 MM)FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO
THE OUTLET TERMINAL. DUCT LENGTH MUST BE REDUCED BY 2'-6" FOR 45° BEND & 5FT
FOR 90° BEND FORA 4" EXHAUST PIPE.
RANGE HOOD: M1503.2.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE
A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF O"0151 -INCH (0.3950 MM)
(NO. 28 GAUGE) WITH 1/4 INCH (6.4 MM) CLEARANCE BETWEEN THE HOOD AND THE
UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS" A CLEARANCE OF AT LEAST 24
INCHES ((o10 MM) SHALL BE MAINTAINED BETWEEN THE COOKING SURFACE AND THE
COMBUSTIBLE MATERIAL OR CABINET. THE HOOD SHALL BE AT LEAST AS WIDE AS THE
BROILER UNIT, EXTEND OVER THE ENTIRE UNIT, DISCHARGE TO THE OUTDOORS AND BE
EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL
INFILTRATION/EXFILTRATION WHEN NOT IN OPERATION. BROILER UNITS INCORPORATING
AN INTEGRAL EXHAUST SYSTEM, AND LISTED AND LABELED FOR USE WITHOUT AN
EXHAUST HOOD, NEED NOT HAVE AN EXHAUST HOOD.
EXHAUST OPENINGS: M15043 AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS
1" NOT LESS THAN 3 FEET (914 MM) FROM PROPERTY LINES.
2" NOT LESS THAN 3 FEET (914 MM) FROM GRAVITY AIR INTAKE
OPENINGS, OPERABLE WINDOWS AND DOORS"
3. NOT LESS THAN 10 FEET (3048 MM) FROM MECHANICAL AIR INTAKE OPENINGS
EXCEPT WHERE THE EXHAUST OPENING IS LOCATED NOT LESS THAN 3 FEET (914 MM)
ABOVE THE AIR INTAKE OPENING. OPENINGS SHALL COMPLY WITH SECTIONS
8303.52 AND 8303.6.
EXHAUST DUCTING: M1503.3 GENERAL. RANGE HOODS SHALL DISCHARGE TO THE OUT-
DOORS THROUGH A DUCT. THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH
INTERIOR SURFACE, SHALL BE AIR TIGHT, SHALL BE EQUIPPED WITH A BACKDRAFT
DAMPER AND SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. DUCTS
SERVING RANGE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR
AREAS INSIDE THE BUILDING.
8303.10 REQUIRED HEATING. WHERE THE WINTER DESIGN TEMPERATURE IN TABLE
R301-20)15 BELOW 6O°F (16°C), EVERY DWELLING UNIT SHALL BE PROVIDED WITH
HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF NOT LESS
THAN 68°F (20°C) AT A POINT 3 FEET (914 MM) ABOVE THE FLOOR AND 2 FEET
(610 MM) FROM EXTERIOR WALLS IN HABITABLE ROOMS AT THE DESIGN TEMPERATURE
THE INSTALLATION OF ONE OR MORE PORTABLE SPACE HEATERS SHALL NOT BE
USED TO ACHIEVE COMPLIANCE WITH THIS SECTION.
2018 ENERIGY CODE REQUIREMENTS
R406.2 CARBON EMISSION EQUALIZATION. THIS SECTION ESTABLISHES A BASE EQUALIZATION
BETWEEN FUELS USED TO DEFINE THE EQUIVALENT CARBON EMISSIONS OF THE OPTIONS
SPECIFIED" THE PERMIT SHALL DEFINE THE BASE FUEL SELECTION TO BE USED AND THE
POINTS SPECIFIED IN TABLE 84062 SHALL BE USED TO MODIFY THE REQUIREMENTS IN
SECTION 8406.3. THE SUM OF CREDITS FROM TABLES 84062 AND 8406.3 SHALL MEET THE
REQUIREMENTS OF SECTION 8406.3.
84063 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS. EACH DWELLING UNIT IN A
RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE 84062 SO AS
TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS:
I. SMALL DWELLING UNIT: .................. I ............................................ I ........................... 3.0 CREDITS DWELLING UNITS LESS THAN
1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF
FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF
HEATED FLOOR AREA BUT LESS THAN 1500 SQUARE FEET.
2. MEDIUM DWELLING UNIT : .............. .".."........".."........"................... ........................... 6.0 CREDITS ALL DWELLING UNITS THAT
ARE NOT INCLUDED IN #1, #3 OR 04.
3. LARGE DWELLING UNIT: ................ 10 CREDITS DWELLING UNITS
EXCEEDING SOOO SQUARE FEET OF CONDITIONED FLOOR AREA"
4. DWELLING UNITS SERVING R=2 OCCUPANCIES: ......................... ........... ..................... 4.5 CREDITS
5. ADDITIONS LESS THAN OR EQUAL TO 500 SQUARE FEET ..................................... 1.5 CREDITS
THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY WHICH
OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF
WHETHER SEPARATE MECHANICAL, PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED
FOR THE PROJECT.
1" COMBUSTION HEATING EQUIPMENT MEETING MINIMUM FEDERAL
EFFICIENCY STANDARDS FOR THE EQUIPMENT LISTED IN TABLE
C403.32(4) OR C40332(5)
HEATING TYPE: HEATING TYPE AND FUEL SHALL BE SELECTED BY THE OWNER. ALL 2 FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEE
WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY FEDERAL STANDARDS FOR THE EQUIPMENT LISTED IN TABLE
C4033.2(1)C O C403.3.2(2)
AND INSTALLED TO LISTED SPECIFICATIONS 8
OR
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,ANDBETWEEN A TOP 5TORYAND 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.
12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM).
2_4T 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 TH15
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.
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
(EITHER FORCED AIR OR ZONAL)
4 FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE WITH <
DUCTLESS MINI -SPLIT PEAT PUMP SYSTEM IN ACCORDANCE WITH
SECTION 8403.1.1 INCLUDING THE EXCEPTION
5 ALL OTHER HEATING
1" EFFICIENT BUILDINGENVELOPE OPTIONS
ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.1 MAY BE SELECTED IN THIS CATEGORY"
COMPLIANCE WITH THE CONDUCTIVE UA TARGETS IS DEMONSTRATED USING SECTION 8402.1.4,
TOTAL UA ALTERNATIVE, WHERE 3/41-(PROPO5ED UA/TARGET UA)l/a 1E THE REQUIRED %UA
REDUCTION.
1.1 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS:
VERTICAL FENESTRATION U = 024" ALL OTHERS - O"5 / GROUP R-2 - O"5
12 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS:
VERTICAL FENESTRATION U = 0.20. ALL OTHERS = 1"0 / GROUP R=2 = 1"0
1.3 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R40211 WITH TPE FOLLOWING MODIFICATIONS:
VERTICAL FENESTRATION U = 0.28 FLOOR R-38
2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS
ONLY ONE OPTION FROM ITEMS 2.1 THROUGH 2.4 MAY BE SELECTED IN THIS GATEGOIRY.
2.1 COMPLIANCE BASED ON 8402.4.1.2:
REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS
OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION 8402.4.1.2: REDUCE THE
TESTED AIR LEAKAGE TO 0.3 CFM/FT2 MAXIMUM AT 50 PASCALS
AND
ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M15013 OF THE
INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE
SHALL BE MET WITH A HIGH EFFICIENCY FANS) (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH
THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM
MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED t0 OPERATE AT LOW SPEED IN
VENTILATION ONLY MODE"
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED, THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING
VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION.
ALL OTHER - 0.5 / GROUP R-2 - 1.0
2.2 COMPLIANCE BASED ON SECTION 8402.4.12:
REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR GRANGES PER HOUR MAXIMUM AT 50 PASCALS
OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.12: REDUCE THE
TESTED AIR LEAKAGE t0 0.25 CFM/FT2 MAXIMUM AT 50 PASCALS
AND
ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION MI5013 OF THE
INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE
SHALL BE MET WITH A REAL RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE PEAT
RECOVERY EFFICIENCY OF 0.65.
TO QUALIFY TOG AIM TPIS GREDIT TRE BUILDING PERMIT DRAWINGS SPALL SPECIFY TPE OPTION
BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL
SHOW THE HEAT RECOVERY VENTILATION SYSTEM"
ALL OTHERS - 1.0 / GROUP R-2 - 1.5
2.3 COMPLIANCE BASED ON SECTION 8402.4.12:
REDUCE THE TESTED AIR LEAKAGE t0 1.5 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS
OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.12: REDUCE TPE
TESTED AIR LEAKAGE TO 025 CFM/FT2 MAXIMUM AT 50 PASCALS
AND
ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION MI5013 OF THE
INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE
SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT
RECOVERY EFFICIENCY OF 0.15.
t0 QUALIFY t0 CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SPALL SPECIFY TPE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SPALL
SPOW TPE PEAT RECOVERY VENTILATION SYSTEM.
ALL OTHERS - 15 / GROUP R-2 - 2"0
2.4 COMPLIANCE BASED ON SECTION R402.4.1.2:
REDUCE THE TESTED AIR LEAKAGE TO 0.6 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS
OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.412: REDUCE THE
TESTED AIR LEAKAGE t0 0.15 CFM/FT2 MAXIMUM At 5O PASCALS
AND
ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M15013 OF THE
INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE
SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT
RECOVERY EFFICIENCY OF 0.80. DUCT INSTALLATION SHALL COMPLY WITH SECTION R4033.1.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIRLEAKAGE AND SHALL
SHOW THE HEAT RECOVERY VENTILATION SYSTEM"
ALL OTPERS - 2"0 / GROUP R-2 - 25
3" HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS
ONLY ONE OPTION FROM ITEMS 3.1 THROUGH 3.6 MAY BE SELECTED IN THIS CATEGORY.
3.1A ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 1359.
OR
.
ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE BOILER WITH MINIMUM AFUE OF 90i .
t0 QUALIFY t0 CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SPALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY TPE PEATING EQUIPMENT TYPE AND TPE MINIMUM EQUIPMENT
EFFICIENCY. ALL OTHER - 1.0 / GROUP R-2 - 1"0
SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB
BELOW GRADE SLAB R-lO PERIMETER AND UNDER ENTIRE SLAB
32A AIR-SOURGE CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 9.5.
OR
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 5%.
BEING SELECTED AND SPALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT
ALL OTHERS - O.5 / GROUP R-2 - N/A
EFFICIENCY. ALL OTHER - 1.0 / GROUP R-2 - N/A
1.4 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS:
33a CLOSED-LOOP GROUND SOURCE PEAT PUMP± WITH A MINIMUM GOP OF 33
VERTICAL FENESTRATION U = 025
OR
WALL R-21 PLUS R-4 Cl
OPEN LOOP WATER SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET
FLOOR 8-38
AND MINIMUM COP OF 3.6.
TO QUALIFY TO CLAIM TPIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BASEMENT WALL R-21 INT PLUS R-5 Cl
BEING SELECTED AND SPALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT
SLAB ON GRADE R-lO PERIMETER AND UNDER ENTIRE 5L,45, BELOW GRADE SLAB R-lO
EFFICIENGY. ALL OTHER - 1.5 / GROUP R-2 - 1.0
PERIMETER AND UNDER ENTIRE SLAB
OR
3.4 DUCTLESS MINI -SPLIT PEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WPERE TPE PRIMARY
COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 159..
SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM
ALL OTHERS - 1.0 / GROUP R-2 - 1.0
WITH A MINIMUM HSPF OF 10"0 SHALL BE INSTALLED AND PROVIDE HEATING t0 THE LARGEST ZONE
OF THE HOUSING UNIT.
1.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MODIFICATIONS:
VERTICAL FENESTRATION U = 0.22
CEILING AND SINGLE=RAFTER OR JOIST=VAULTED R 413ADVANCED
WOOD FRAME WALL R-21 INT PLUS R-12 CI
FLOOR R-38
BASEMENT WALL R-21 INT PLUS R-12 Cl
SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB
BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB
OR
COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 30%d
ALL OTHERS - 2"0 / GROUP R-2 - 1.5
1.6 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.I.1 WITH THE FOLLOWINGMODIFICATIONS:
VERTICAL FENESTRATION U = 0.18
CEILING AND SINGLE -RAFTER OR JOIST -VAULTED R -6O ADVANCED
WOOD FRAME WALL R-21 INT PLUS R-16 Cl
FLOOR R-48
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 R40214: REDUCE THE TOTAL CONDUCTIVE UA BY 40%,
ALL OTHERS - 3.0 / GROUP R-2 - 2"0
1"1 ADVANCED FRAMING AND RAISED HEEL TRUSSES OR RAFTERS
VERTICAL GLAZING U-028
R-49 ADVANCED (U-0.020) AS LISTED IN SECTION ,4102.2.1, CEILINGS BELOW A VENTED ATTIC
AND
R-49 VAULTED CEILINGS WITH FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDING OVER THE
WALL TOP PLATE AT THE EAVES. ALL OTHERS - 0.5 / GROUP R-2 - 0.5
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 - IB / GROUP R-2 - 2.0
3.5a AIR -SOURCE, CENTRALLY DUCTED PEAT PUMP WITH MINIMUM PSPF OF 11.0,
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SMALL 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 HVAG DISTRIBUTION SYSTEM OPTIONS
4.1 ALL SUPPLY AND RETURN DUCTS LOCATED IN AN UNCONDITIONED ATTIC SPALL BE DEEPLY
BURIED IN CEILING INSULATION IN AGGORDANGE WITH SECTION R4033.1,
FOR MECHANICAL EQUIPMENT LOCATED OUTSIDE THE CONDITIONED SPACE, A MAXIMUM OF 10
LINEAR FEET OF RETURN DUCT AND 5 LINEAR FEET OF SUPPLY DUCT CONNECTIONS TO THE
EQUIPMENT MAY BE OUTSIDE THE DEEPLY BURIED INSULATION. ALL METALLIC DUCTS LOCATED
OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS
SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES.
DUCT LEAKAGE SHALL BE LIMITED TO 3 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR
AREA. AIR HANDLER(S) SHALL BE LOCATED WITHIN THE CONDITIONED SPACE.
ALL OTHER - O.5 / GROUP R-2 - O.5
42 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEMS) INSTALLATION SHALL COMPLY WITH THE
REQUIREMENTS OF SECTION 840331.
LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER TPIS
OPTION.
ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS
OPTION.
DIRECT COMBUSTION HEATING EQUIPMENT WITP AFUE LESS THAN SO9. IS NOT PERMITTED UNDER THIS
OPT ION.
TO QUALIFY TO CLAIM TPIS CREDIT, THE BUILDING PERMIT DRAWINGS SPALL SPECIFY THE OPTION
BEING SELECTED AND SPALL SPECIFY TPE HEATING EQUIPMENT TYPE AND SPALL SNOW THE
LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL TPE DUCTWORK.
ALL OTHER - 1.0 /GROUP R-2 - N/A
5. EFFICIENT WATER HEATING OPTIONS
ONLY ONE OPTION FROM ITEMS 52 THROUGH 5.6 MAY BE SELECTED IN THIS CATEGORY. ITEM 5.1
MAY BE COMBINED WITH ANY OPTION.
5.1 A DRAIN WATER HEAT RECOVERY UNITS) SHALL BE INSTALLED, WHICH CAPTURES WASTE
WATER HEAT FROM ALL AND ONLY THE SHOWERS, AND HAS A MINIMUM EFFICIENCY OF 40% IF
INSTALLED FOR EQUAL FLOW OR A MINIMUM EFFICIENCY OF 54% IF INSTALLED FOR UNEQUAL FLOW"
SUCH UNITS SHALL BE RATED IN ACCORDANCE WITH CSA 855.1 OR IAPMO IGC 346-2011 AND BE
SO LABELED.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL INCLUDE A PLUMBING
DIAGRAM THAT SPECIFIES THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMBING LAYOUT
NEEDED TO INSTALL IT. LABELS OR OTHER DOCUMENTATION SHALL BE PROVIDED THAT
DEMONSTRATES THAT THE UNIT COMPLIES WITH THE STANDARD.
ALL OTHERS - 0S / R-2 GROUP - 0.5
52 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80,
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFICIENCY. ALL OTHERS - 0.5 / R-2 GROUP - 0.5
53 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.91
OR
SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER
HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 KWH BASED ON THE
SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG -300
CERTIFIED SOLAR WATER HEATING SYSTEMS
OR
WATER HEATER HEATED BY GROUND SOURCE PEAT PUMP MEETING THE REQUIREMENTS OF OPTION
3.3.
TO QUALIFY TOG AIM TPIS CREDIT, TPE BUILDING PERMIT DRAWINGS SPALL SPECIFY TPE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE
MINIMUM ENERGY SAVINGS. ALL OTHER - 1.0 / R-2 GROUP - 1.0
5.4 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA'S
ADVANCED WATER PEATING SPECIFICATION
OR
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR
TIER I OF NEEASADVANCED WATER HEATING SPECIFICATION SHALL SUPPLY DOMESTIC NOT
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-8 MINIMUM PIPE
INSULATION.
TO QUALIFY TO CLAIM THIS GREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER HEATEREQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFIGIENGY. ALL OTPER - 1"5 / R-2 GROUP - 2.0
5.5 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S
ADVANCED WATER HEATING SPECIFICATION
OR
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR
TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT
WATER t0 ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT
WATER SUPPLY AND RECIRCULATION PIPING SPALL BE INSULATED WITH -5 MINIMUM PIPE
INSULATION.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFICIENCY. ALL OTHER - 2.0 / R-2 GROUP - 2.5
5.6 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ELECTRIC HEAT PUMP WATER PEATER WITP A MINIMUM UEF OF 2.9 AND UTILIZING A SPLIT SYSTEM
CONFIGURATION WITH THE AIR -TO -REFRIGERANT PEAT EXCPANGER LOCATED OUTDOORS.
EQUIPMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEER STANDARD
ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE
OR
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR
TIER III OF NEEA'S ADVANGED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM
CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS, SHALL
SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE
DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH
R-8 MINIMUM PIPE INSULATION.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM
EQUIPMENT EFFICIENCY. ALL OTHER - 25 / -2 GROUP - 3.0
6. RENEWABLE ELECTRIC ENERGY OPTION
6.1 FOR EACH 1200 KWP OF ELECTRICAL GENERATION PER POU51NG UNIT PROVIDED ANNUALLY
BY ON-SITE WIND OR SOLAR EQUIPMENT A 1.0 CREDIT SPALL BE ALLOWED, UP TO 3 CREDITS"
GENERATION SHALL BE CALCULATED AS FOLLOWS:
FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED t0 MEET THIS
REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR PVWATTS
OR APPROVED ALTERNATE BY THE GODE OFFICIAL.
DOCUMENTATION NOTING SOLAR AGGESS SHALL BE INCLUDED ON THE PLANS.
FOR WIND GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GENERATION
BASED ON THE FOLLOWING FACTORS:
TPE WIND TURBINE POWER CURVE± AVERAGE ANNUAL WIND SPEED AT TPE SITE± FREQUENCY
DISTRIBUTION OF THE WIND SPEED AT THE SITE AND HEIGHT OF THE TOWER.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR WIND TURBINE EQUIPMENT TYPE,
PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCESS, AND INCLUDE A CALCULATION OF THE
MINIMUM ANNUAL ENERGY POWER PRODUCTION. ALL OTHER - 1.0 / R-2 GROUP - 1.0
1. APPLIANCE PACKAGE OPTION
1.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT
AND SHALL MEET THE FOLLOWING STANDARDS:
DISHWASHER - ENERGY STAR RATED
REFRIGERATOR (IF PROVIDED) - ENERGY STAR RATED
WASHING MACHINE - ENERGY STAR RATED
DRYER - ENERGY STAR RATED, VENTLESS DRYER WITH A MINIMUM GEF RATING OF 5.2.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
BEING SELECTED AND SPALL SHOW THE APPLIANCE TYPE AND PROVIDE DOCUMENTATION OF
ENERGY STAR COMPLIANCE. AT THE TIME OF INSPECTION, ALL APPLIANCES SHALL BE INSTALLED
AND CONNECTED TO UTILITIES. DRYER DUCTS AND EXTERIOR DRYER VENT CAPS ARE NOT
PERMITTED t0 BE INSTALLED IN THE DWELLING UNIT. ALL OTHER - 0.5 / R-2 GROUP - 1.5
LT
CHECKED
DRAWN BY
a. AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 WATT5/FT2 (EQUIVALENT) OF DESIGN
HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE C -
DWELLING UNIT.
SHEET NUMBERI
1
1 1 OF 1 1
15* ,45PH. FELT OR
APRVD AIR BARRIER
I" NOM. EXT. SIDING
SEE ELEVATIONS
APRV'D RIM Z
METAL FLASH'G
4" CONC. SLAB
W.P. MEMBRANE
STUB OUT *4 BAR
x IS" 6 24" O.G.
DOWNSPOUT
RE INF. BARS TIGHTLINE
PER ENG'G CALCS
FOUNDATION DRAIN
WASHED ROCK FILL (TYP.)
2x STUDS
R-21 INSULATION
BASEBOARD
3/4" T.4G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
R-30 INSULATION
FLR JSTS. PER PLAN
2x P.T. SILL PLATE
APPROVED ANCHOR BOLTS
PER ENG'S. CALCS.
.006 BLACK VISA, VAPOR BARRIER
PORCH SLAB DETAIL11 C
FLR JSTS. PER PLAN
R-30 INSULATION
3/4" T.4G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
SOLID BLOCKING 4x BEAM
Z BOT. OF BEAM 2x GUSSETS
Z P.T. POST
ANCHOR POSTS AGAINST LATERAL
c� CONC. PAD MOVEMENT PER ENG'S. CALCS.
• .006 BLACK VISQ. VAPOR BARRIER
IER ENG.
Gif"112VER DETAIL
5
5CALE- 1/211
- 11_011
5/8" GWB (TYPE "X")
2x RIM JOISTS
EXPANSION JOINT
4" CONIC. SLAB ON 6 MIL
VISQUEEN VAPOR BARRIER
..p
RE INF, BARS
PER ENG'G CALCS
STUDS
21 INSULATION
3/4" T.4G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
INSULATION
FLR JSTS, PER PLAN
2x P.T. SILL PLATE
APPROVED ANCHOR BOLTS
PER ENG'S. CALCS.
.006 BLACK VISQ. VAPOR BARRIER
AREA SEP. DETAIL F
EXT. FIN. PER ELEV.
15* FELT
1/2" SHEATHING
Z_
Z_
FTG DRAIN IN
WASHED ROCK FILL (TYP.)
2x STUDS 16" O.C.
2x P.T. BASE PLATE
4" GONG. SLAB ON 6 MIL
VISQUEEN VAPOR BARRIER
4" COMPACT CRUSHED ROCK
BASE
M�'
NOTE: VERIFY ANCHOR BOLT SIZE
4 SPACING AND REBAR
I « SIZE 4 SPACING WITH ENGINEER CALCS.
RE INF. BARS
PER ENG'G CALCS
STEM WALL DETAIL
_FC)
APPR AIR BARRIER
1" NOM. EXT. SIDING
SEE ELEVATIONS
2x BOTTOM PLATE —
APRV'D RIM —
Z
R-21 INSULATION
R-30 INSULATION
- 3/4" T.4G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
I�,;,III„III
=1
LU
Z _ I w.•
FOUNDATION DRAIN
WASHED ROCK FILL (TYPJ ER ENG't
FLR JSTS PER PLAN,
P.T. SILL PLATE 4
ANCHOR BOLTS PER
Z
RE INF. BARS
PER ENG'G CALCSV
W
.006 BLACK VISQ.
CANT. FLOOR DETAIL
5CALE: 1/2II _ 1i=�}j II
BARRIER
FOUNDATION & FLOOR FRAMING PLAN
Scale : 1/4' -l' -O'
PROVIDE CRAWL SPACE VENTILATION PER IRC.
( 1152 S.F. X 1/150= 11.60 S.F. VENT AREA REQ'D.)
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets” and/or (attached) documents
SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO-TECHNICAL
EVALUATION, THE LOAD-BEARING VALUES IN TABLE 8401.4.1 SHALL
BE USED.
8403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL.
THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE
EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL
(10 -PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS
NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF
THE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF
THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN 10 UNITS
HORIZONTAL (10 -PERCENT SLOPE).
EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY
SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION,
REMODELING AND DEMOLITION WORK. VERIFY METHOD WITH LOCAL
JURISDICTION,
8401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A
5TOR'1 SEWER CONVEYANCE OR OTHER APPROVED POINT OF
COLLECTION THAT DOES NOT CREATE A HAZARD, LOTS SHALL BE
GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
WALLS. THE GRADE SHALL FALL NOT FEWER THAN 6 INCHES (152
MM) WITHIN THE FIRST 10 FEET (3048 MM)
FOUNDATION WALL SIZE: 8404.15.2 CONCRETE WALL THICKNESS. THE
THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO
OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY
ABOVE.
8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND
MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED
GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS NOT LESS
THAN 4 INGHES (102 MM) WHERE MASONRY VENEER IS USED AND
NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE.
8403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND
WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS
SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH
THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON
MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS
AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD
SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH
MINIMUM 1/2 -INCH DIAMETER (12.1 MM) ANCHOR BOLTS SPACED NOT
GREATER THAN 6 FEET (1829 MM) ON CENTER OR APPROVED
ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE
EQUIVALENT ANCHORAGE TO 1/2 -INCH -DIAMETER (12.1 MM) ANCHOR
BOLTS. BOLTS SHALL EXTEND NOT LESS THAN 7 INCHES (Ila MM)
INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY
UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF
THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED
ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO
BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE
THAN 12 INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETERS
FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL
SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE NOT
PART OF A BRACED WALL PANEL SHALL BE POSITIVELY
ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND
SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND
TERMITES WHERE REQUIRED BY SECTIONS R311 AND R318,
R311.1 LOCATION REQUIRED. PROTECTION OF WOOD AND
WOODBASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN
THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE
WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN
ACCORDANCE WITH AWPA U1,
4, THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR
CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH
(12.1 MM) ON TOPS, SIDES AND ENDS.
FOUNDATION. 81003.2 FOOTINGS AND FOUNDATIONS. FOOTINGS FOR
MASONRY CHIMNEYS SHALL BE CONSTRUCTED OF CONCRETE OR
SOLID MASONRY NOT LESS THAN 12 INGHES (305 MM) THICK AND
SHALL EXTEND NO LESS THAN 6 INGHES (152 MM) BEYOND THE
FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL SIDES.
FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH
OR ENGINEERED FILL BELOW FROST DEPTH,
IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE NOT
LESS THAN 12 INGHES (305 MM) BELOW FINISHED GRADE.
CONCRETE STRENGTH: IRC 8402.2 CONCRETE SHALL HAVE A
MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE
8402.2. CONCRETE SUBJECT TO WEATHERING SHALL BE AIR
ENTAINED AS SPECIFIED IN TABLE R402.2. UNLESS NOTED
OTHERWISE BY THE ENGINEER OF RECORD ON THEIR
S -SHEETS.
FILL: 8506.2.2 BASE. A 4 -INCH -THICK (102 MM) BASE COURSE
CONSISTING OF CLEAN GRADED SAND, GRAVEL, CRUSHED STONE,
CRUSHED CONCRETE OR CRUSHED BLAST -FURNACE SLAG PASSING
A 2 -INCH (51 MM) SIEVE SHALL BE PLACED ON THE PREPARED
SUBGRADE WHERE THE SLAB IS BELOW GRADE.
8403.1.3 FOOTING AND STEM WALL REINFORCING IN SEISMIC
DESIGN CATEGORIES DO, DI, AND D2. CONCRETE FOOTINGS
LOCATED IN SEISMIC DESIGN CATEGORIES DO, DI AND D2,45
ESTABLISHED IN TABLE R301.20), SHALL HAVE MINIMUM
REINFORCEMENT IN ACCORDANCE WITH THIS SECTION AND FIGURE
8403.1.3. REINFORCEMENT SHALL BE INSTALLED WITH SUPPORT
AND COVER IN ACCORDANCE WITH SECTION 8403.1.3.5.
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
CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES
R403.10U THROUGH R403.1(3) AND FIGURE R403.10) OR R403.1.3, AS
APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE
LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE
R401.4.1. FOOTING PROJECTIONS, P, SHALL BE NOT LESS THAN 2
INCHES (51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE
FOOTING. FOOTING THICKNESS AND PROJECTION FOR FIREPLACES
SHALL BE IN ACCORDANCE WITH SECTION R10012. THE SIZE OF
FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON
THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN
ACCORDANCE WITH TABLE R401.4.1. FOOTINGS FOR WOOD
FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET
FORTH IN SECTION 8403.2, AND FIGURES 8403.1(2) AND 8403.1(3).
FOOTINGS FOR PRECAST FOUNDATIONS SHALL BE IN ACCORDANCE
WITH THE DETAILS SET FORTH IN SECTION R403.4, TABLE R403.4,
AND FIGURES R403.40)AND R403.4(2).
8406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING.
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 (9.5 MM) PORTLAND CEMENT
PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING
SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE
FOLLOWING:
I. BITUMINOUS COATING.
2. THREE POUNDS PER SQUARE YARD (1.63 KGIM2) OF ACRYLIC
MODIFIED CEMENT.
3. ONE -EIGHTH -INCH (3.2 MM) COAT OF SURFACE -BONDING
CEMENT COMPLYING WITH ASTM C887.
4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION
8406.2.
5. OTHER APPROVED METHODS OR MATERIALS.
EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED
WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO
THE MASONRY.
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VA
SHEET NUMBER
1 1 OF 6 1
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INSULATE WATER LINES R=3 FOR
COLD $ R-4 FOR HOT. IECC R403.4.2
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_ EXPAN51ON TANK REQ. W1
CL05I=D PLUMBING 5Y5TM.
— SHUT OFF VALVE ON
COLD WATER CONN.
- PLEX15LIE WATER CONNECTION
MAX 24'' IN LENGTH
T/P VALVE DRAIN LINT= TO RUN TO
EXTERIOR POINTING DOWN 6" MIN.
TO 24'' MAX. FROM GROUND.
%4" X 22 GAUGE SEISMIC 5TRA1=
IN THE UPPER AND LOWER THIRDS.
W/ MIN. Y4 X 2 LAG SCREW 4 WASHER.
2 X 4 LEDGER ATTACHED TO
5TUD5 BY Y4 X 4 LAG SCREWS
P W/ WASHER. (TYF.)
FLEXIBLE GAS CONN.
ANCHOR WATER HEATER
TO BASE - BASE TO FLOOR
RAISE PILOT LIGHT 18"
ABOVE FIN. FLR.
L
WATER HEATER SUPPORT
(IECC 8403.4.3) ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE
FLOORS SHALL BE PLACED ON A INCOMPRESSIBLE, INSULATED SURFACE WITH A MIN.
THERMAL RESISTANCE OF R-10.
MI5052 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 MI5033,
M1505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM.
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE
DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH
ZI of MI505.4.4.
MI505.4.1 SYSTEM DESIGN. THE WHOLE -HOUSE VENTILATION
12L Z I�211 Ib� III ZI_ 8 II Ic�� III
ISI- I I I'ZII
2. WHERE THE GLAZING IS ON A WALL LESS THAN 150 DEGREES
(3.14 RAD) FROM THE PLANE OF THE DOOR IN A CLOSED POSITION
SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY OR EXHAUST
FANS, OR A COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND
CONTROLS. LOCAL EXHAUST OR SUPPLY FANS AIRE PERMITTED TO
�tffE
I LII I I, II I II
11-4 IZ-
--
I II
8-3
I N I II 1 II
4 3 - �
Z
IN -SWINGING DOOR
t� -
060,ri F1Re
SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO
THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED AS
R302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE SHALL
ALL FANS TO VENT DIRECTLY TO OUTSIDE.
*TiToM of Ptt)r-- f'L*<-r-
FLOORP L ASIGARAGE
PROVIDING SUPPLY VENTILATION.
BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN
WALLS SHALL COMPLY WITH SECTION 8302.5. ATTACHMENT
GARAGE AREA 522 Std. FT
' How I W. r 1
r� � IZ F
M1505.4.2 SYSTEM CONTROLS. THE WHOLE -HOUSE MECHANICAL
VENTILATION SYSTEM SHALL BE PROVIDED WITH GONTROLS THAT
COI�►Y l�#1T 1"8 1 TIfMIE*T F! SCS1�:1 /4" 1 #--W
I
ENABLE MANUAL OVERRIDE.
CHECKED
-Ell
WINDOW AREA 28.x! S.F. -16% U/FL.,
07
S.G. t
M1505.4.3 MECHANICAL VENTILATION RATE. THE WHOLEHOUSE
0
`
MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR
TABLE 8302.6 DWELLING -GARAGE SEPARATION
r I AIR ATA CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH `' ,
BEDROOM#2 I BEDRO0M*3 ---�
r Q TABLE MI505.4.31ll OR EQUATION 15-I. VENTILATION RATE IN GUBIG
MASTER BEDROOM ��'x �p'-2" q0 �' = ICZ) l,c 1C) Z" FEET PER MINUTE = (0.01 x TOTAL SQUARE FOOT AREA OF HOUSE) + i
I I t=119 7.5 x (NUMBER OF BEDROOMS + 1) EQUATION 15-1
I ICIx MM
j a MI601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL W
FAMILY ROOM 0 AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC MV,
14 - AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED 000 -%%%AS SPECIFIED
IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS --METAL M
AND FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION
STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,
Lz LO
u- -, AND CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED ^'
t - S.D. Q ' S.D. 1 AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC- ` V
S.D. O j ( ; O I PLUS -EMBEDDED -FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES.
O 3 ® - -� �� TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK M
SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 151A Z W
C>"411 jI 1, q 1 It t) q AND SHALL BE MARKED "INA -P" FOR PRESSURE -SENSITIVE TAPE, W
r I 181 A -M" FOR MASTIC OR "151 A -H" FOR HEAT -SENSITIVE- !�--- ---------_-- - --- - I L________-� - TAPE. TAPES AND MASTICS USED TO SEAL METALLIC AND CO' J (�
FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL •
- - O - - a ---- -
COMPLY WITH UL 1818 AND SHALL BE MARKED "181 B -FX" FOR
PRESSURE -SENSITIVE TAPE OR "ISI BM" FOR MASTIC. DUCT
9 4' Re, L ~ I CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM
vi 1 NOOK W
I _ EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED.
' ' p N i P Q \\� B'KIo' I 0 a MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR
O , Q DUCTS SHALL COMPLY WITH UL 1818 AND SHALL BE MARKED ISIS C. Q
- _ CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A O
--- ---- -+ EF 23: r--- I --- V
- --------- CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM) AND SHALL BE
r
MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREEUj 2
r -
i I SHEET -METAL SCREWS OR RIVET EQUALLY SPACED AROUND THE O
r- as E- 1 KIT�HN EF 1
------------------- ' -� TEF 13 ",,..'�'.._ I i .�I��xgl-�� i ; O — - JOINT. O
4. ! =N I!n F�EF'R• F�/'''4J�i� i I -O EGRESS DOOR: 83112 EGRESS DOOR NOT LESS THAN ONE EGRESS
Oo
R i -� = r1 ' O 1 I �► DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE
I �N - �+ --- _ r �J EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A O U
rro�%G�JI-II jC-� d� T Q V 1- % I 3 I CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE z
MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH -
I � fboo� N �600iCS 3 S /�� THE DOOR OPEN 90 DEGREES (1.51 RAD). THE CLEAR HEIGHT OF
�ARAGE
�THE DOOR OPENING SHALL BE NOT LESS THAN lS INCHES NWI MM)D8L. = F� _ I �" � � IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE W
�N f�•ls�=p 7 r '� - i I I� 21_0i1 BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO
zst q�� ��{ 811 ' 0 t 4--� _ COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL
j - NST BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT U)
_ J i THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ..
I 21_�I tJ.1_Zq I� 4t± ,51_0, ,1_41 I i�_81 LII ''!y-G.t�ZN Z, �o� Uj
%__ R3113 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL M
1r ENTRY ' I ����� ; DININ Q BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR 0
DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS THAN THE
II a i Imo' GIIROOM _ DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION OF NOT LESS I co THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL.
( ' - THE SLOPE At EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT MM
I r I I LIVING ROOM I - Z VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT).
W
1 13tK 11 I I I
3 I ISS ----- -- -� GARAGE/DWELLING DOOR: x
,
13 r Q I 8302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE 19
GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES O
- - - - - - - - - - -- - - J S.G. S.G. SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE O
- -------------------------------T---- ----- t O GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/5 INCHES (35 MM) IN THICKNESS, SOLID
OR HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES
Zb
I oJ�R oJ�R 6X6 POST W/ 1x C EDAR (35 MM) THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH
WRAP ON TAPERED STONE VENEER BASE A SELF-CLOSING OR AUTOMATIC -CLOSING DEVICE.
� 8308.42 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
-- ---------�,-------�,---- ----- --- -� I EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INGHES (1524
I III I tl I II I I! ( II I II MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS
4_ 9 4-� 4% 3 -o tc�-o � - o EITHER OF THE FOLLOWING CONDITIONS:
1. WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE
141- aII I 1 I 4 OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.
2�1- oIl � •-� t 2. - c�
_
VENTILATION REQUIREMENTS
2. WHERE THE GLAZING IS ON A WALL LESS THAN 150 DEGREES
(3.14 RAD) FROM THE PLANE OF THE DOOR IN A CLOSED POSITION
"PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM.25 WS
�tffE
110 CFM 5a .1 WS
AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN
"PANASONIC" FV-08VK3 80CFM A SONES 79 CFM .25 WS
80 CFM .1 WS
IN -SWINGING DOOR
USE PANASONIC FV-11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN.
060,ri F1Re
FLOOR AREA 1749, SO.. FT.
R302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE SHALL
ALL FANS TO VENT DIRECTLY TO OUTSIDE.
*TiToM of Ptt)r-- f'L*<-r-
FLOORP L ASIGARAGE
ALL OTHER REQUIREMENTS OF WSEC MUST BE MET.
BE SEPARATED AS REQUIRED BY TABLE 8302.6. OPENINGS IN
WALLS SHALL COMPLY WITH SECTION 8302.5. ATTACHMENT
GARAGE AREA 522 Std. FT
OF GYPSUM BOARD SHALL COMPLY WITH TABLE 8102.3.5. THE WALL
COI�►Y l�#1T 1"8 1 TIfMIE*T F! SCS1�:1 /4" 1 #--W
COVT PORCH... 45 SQ. FT
SEPARATION PROVISIONS OF CABLE 8302.6 SHALL NOT APPLY TO
GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT
CHECKED
WINDOW AREA 28.x! S.F. -16% U/FL.,
DWELLING
UNIT WALL.
NHD
DRAWN BY
TABLE 8302.6 DWELLING -GARAGE SEPARATION
MJW
FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2 -INCH
DESIGN
GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE
909
FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN
5/5 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT
STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR
SEPARATION REQUIRED BY THIS SECTION:
VENTILATION REQUIREMENTS
7
"PANASONIC" FV-11VK3 110CFM .8 SONES 112 CFM.25 WS
110 CFM 5a .1 WS
2
"PANASONIC" FV-08VK3 80CFM A SONES 79 CFM .25 WS
80 CFM .1 WS
NOTES: 1.
USE PANASONIC FV-11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN.
2.
USE PANASONIC FV-08VK3 (50 CFM MIN.) @ ALL OTHER LOCATIONS.
3.
ALL FANS TO VENT DIRECTLY TO OUTSIDE.
4.
ALL OTHER REQUIREMENTS OF WSEC MUST BE MET.
FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LESS THAN
5/5 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT
STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR
SEPARATION REQUIRED BY THIS SECTION:
VA
SHEET NUMBER
NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT
GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON
2
THE SAME LOT: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR
EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS
2 OF 6
THAT ARE WITHIN THIS AREA
IECC-8404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 15
PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING
FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 15
PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES
NOTE: SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS.
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 UPC 608.2 FOR WATER PRESSURE HIGHER THAN 50 PSI AN
components. APPROVED PRESSURE REDUCING VALVE (PRV) SHALL BE
Any structural components specified are for reference only and must be verified with the INSTALLED.
IC
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
NR PLAN
P05T DET
,T,5.
(o X 6 POST
5/8" DEN5GLA5& FIREr_:;AURD
UJRAR UJ/ 5/4 X 9 1/4 k4RD1E TRIM
5/4 X 11 1/4 k4RD IE ACCENT TRIM
e TOR 4 BOTTOM
NR POST IDETAIL-A
-T.5_
GLASS -C ROOFING MATERIAL 6
FIRE-RESISTANT SHEATHING WITHIN FIRST
4'-0" NO PENETRATIONS ALLOWED
2 LAYERS OF ROOF VENT WITHIN 4' OF
TYPE 'X' GWS EAVE WITH SOLID BLOCKING
MFR TRUSSES @ 24" O.C. ,
CLASS -C ROOFING MATERIAL 6
FIRE-RESISTANT SHEATHING WITHIN FIRST
4'-0" NO PENETRATIONS ALLOWED
R-491N5UL. u
TYPE 'X' GWB
5i9" TYPE 'X' GWB
2 x 6 WOOD STUDS 2 LAYERS OF
TYPE 'X' GYPSUM SHEATHING—
EXTERIOR
5s" TYPE 'X' GW5
EXTERIOR SHEATHING
EXTERIORAPPLY TO WALLS CLOSER THAN 5'
SIDING FROM THE LINE USED FOR FIRE SEPARATION
R-211NSUL.
O
O
MFR. TRUSSES
R-49
No" TYPE 'X' GW
II -a 01 I-
.1
Z6p1_0II
201,011
I r __ _ I I — C.'oMrioo -rNA17E9 r 6�,ILjWo -� �>�h 241' 1� 6-Wl,50or -�� Ir� '4 =' F r
Sig" TYPE 'X' GWB
2 x 6 WOOD STUDS
a 1(0" O.C.
5/9" TYPE 'X' GYPSUM SHEATHING
EXTERIOR SHEATHING
EXTERIOR
SIDING
R-21 INSUL.
I -HRH FIFM RAM) WALL 4 OVER14ANG
5GALE : N.T.S.
GYPSUM WALL50ARD, WOOD 5TUD5
ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED PARALLEL OR AT RIGHT
ANGLES TO EACH SIDE OF EITHER 2X3 OR 2X4 WOOD STUDS, TURNED FLATWISE, 24" O.G. W/ 6D
CEMENT COATED NAILS, 11/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7 O.C.
HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12" ON OPPOSITE SIDES. (NLB) THICKNESS: 2 7/5
APPROX. WEIGHT: l Pef
FIRE TEST: (UL, 9-12-96
UL DESIGN U33&
GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS
EXTERIOR SIDE: ONE LAYER 45" 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
7" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING
MAY BE LEFT UNTREATED, EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS.
INTERIOR SIDE: ONE LAYER 5/8" TYPE"X" GWB WATER RESISTANT GYPSUM BACKING
THICKNESS: VARIES
BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO
APPROX. WEIGHT: 7 Psf
STUDS WITH 6D COATED NAILS, 1 Val' LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.G.
FIRE TEST: SEE WP 3510
(LOAD BEARING)
(UL 83501-47,-48, 9-17-65
UL DESIGN U309,
UL R13113-1213,1-22-10
UL DESIGN U314)
ROOF FRAMING PLAN
cele : 1/4' — 1'-0"
PROVIDE ATTIC VENTILATION PER
(1152 S.F. X 1/150= 11.60 S.F. VENT A
TRUSSES: RS02.11.1 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 15 TO BE CONSTRUCTED IN
ACCORDANCE WITH SECTION RIO6.1.
8502.11.2 BRACING, TRUSSES SHALL BE BRACED TO PREVENT
ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE
WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION
DOCUMENTS FOR THE BUILDING AND ON THE INDIVIDUAL TRU55
DE51GN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING
REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH
ACCEPTED INDUSTRY PRACTICES, 5UGH A5, THE 55CA BUILDING
COMPONENT SAFETY INFORMATION (5C51) GUIDE TO GOOD
PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE
CONNECTED WOOD TRUSSES,
R9O5.2.1 ROOF SLOPES FROM 2 UNITS VERTICAL BY 12 UNITS
HORIZONTAL UP TO 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL,
UNDERLAYMENT SHALL BE 2 LAYERS OVERLAPPING 19 INCHES. FOR
SLOPES OF 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL OR
GREATER, UNDERLAYMENT SHALL BE 1 LAYER OVERLAPPPING 2
INCHES.
RAFTERS: 88023 FRAMING DETAILS" RAFTERS SHALL BE FRAMED
NOT MORE THAN 11/2-INCHE5 (38 MM) OFFSET FROM EACH OTHER TO
RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A
GUSSET PLATE A5 A TIE. RIDGE BOARD SHALL BE NOT LE55 THAN
I -INCH (2S MM) NOMINAL THICKNESS AND NOT LE55 IN DEPTH THAN
THE CUT END OF THE RAFTER. AT VALLEYS AND HIPS THERE SHALL
BE A VALLEY OR HIP RAFTER NOT LE55 THAN 2 -INCH (51 MM)
NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END
OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED
AT THE RIDGE BY A BRACE TOA BEARING PARTITION OR BE
DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT
THAT POINT. WHERE THE ROOF PITCH IS LE55 THAN THREE UNITS
VERTICAL IN 12 UNITS HORIZONTAL (2S -PERCENT SLOPE),
STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING
JOISTS, SUCH AS RIDGE BEAMS, HIPS AND VALLEYS, SHALL BE
DESIGNED A5 BEAMS.
RAFTER OPENINGS: IRC 8802.9 OPENINGS IN ROOF e CEILING
FRAMING SHALL BE FRAMED WITH HEADER 8 TRIMMER JOISTS. WHEN
THE HEADER J015T SPAN DOES NOT EXCEED 4', THE HEADER J015T
MAY BE A SINGLE MEMBER THE SAME 51ZE A5 THE CEILING JOIST
OR RAFTER WHEN THE HEADER JOIST SPAN EXCEEDS 4', THE
TRIMMER J015T AND HEADER J015T SHALL BE DOUBLED AND OF
SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR
RAFTER FRAMING INTO THE HEADER-
R903.2.1
EADER
R903.2.1 LOCATIONS. 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 51DEWALL.
WHERE FLASHING 15 OF METAL, THE METAL SHALL BE CORROSION
RESISTANT WITH A THICKNESS OF NOT LESS THAN 0"019 INCH (0.5
MM) (NO. 26 GALVANIZED SHEET).
8103.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING
SHALL BE APPLIED 5HINGLE-FA5HION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF
WATER TO THE BUILDNG STRUCTURAL FRAMING COMPONENTS.
SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY
WITH AAMA 111. FLUID -APPLIED MEMBRANES USED AS FLASHING IN
EXTERIOR WALLS SHALL COMPLY WITH AAMA 114. THE FLASHING
SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE
INSTALLED AT THE FOLLOWING LOCATIONS:
I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTE-
RIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE
SURFACE OF THE EXTERIOR WALL FINISH OR TO THE
WATER -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:
I.I. THE FENESTRATION MANUFACTURER'S INSTALLATION AND
FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED
IN THE FENESTRATION MANUFACTURER' 5 INSTRUCTIONS, IN
ACCORDANCE WITH THE FLASHING MANUFACTURER' 5 INSTRUCTIONS.
WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED,
PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR
WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED
OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE
SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-
RE515TIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS U51NG
PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT
THE HEAD AND SIDES.
1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
REGISTERED DESIGN PROFESSIONAL.
1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CON-
5TRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS
ON BOTH SIDES UNDER STUCCO COPINGS,
3" UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS,
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM,
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TOA
WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
1. AT BUILT-IN GUTTERS.
WEATHER RE515TIVE SHEATHING PAPER: 8103.2 WATER -RESISTIVE
BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES
AND BREAKS, COMPLYING WITH A5TM D 226 FOR TYPE I FELT OR
OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED
OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT
OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER
LAYER LAPPED OVER THE LOWER LAYER NOT LE55 THAN 2 INCHES
(51 MM)" WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LE55
THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL
SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT
PEN- ETRATION5 AND BUILDING APPENDAGES INA MANNER TO
MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS
DESCRIBED IN SECTION 8103.1. THE WATER -RESISTIVE BARRIER 15
NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS.
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
■O
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CHECKED
NHD
DRAWN BY
MJW
DESIGN
909
VA
SHEET NUMBER
3
3 OF 6
a
IC
z
WINDOW SCHEDULE
O
SIZE
FRAME
DESCRIPTION
QTY
A40
3�
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NuOe-I
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2G' 190
3
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RIGHT SIDE ELEVATION
MEN E
■■■■■■i■■
Nii ii ii Ni 0i�..I•� i�I ..� fir,► L•� [on—sonI IRS
IN NONNI 1=1 Ems --
NEON
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IFNIIIW-10-IN-7-11. rr � _ I � ;lam �"'i.'� �!��� � ■ ax aM--
11
a/_. �. __r■t_ ■.......i■
EXTERLOR ELEVATIONS
Acs1e:1 /4" V -Q"
2
r
83143 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 15
LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL.
4, SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET
(914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A
BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS
WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY
THI5 SECTION.
LIGHT 8 VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE
ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE65
THAN 0 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL
VENTILATION SHALL BE THROUGH WINDOWS, SKYLIGHTS, DOORS,
LOUVERS OR OTHER APPROVED OPENINGS t0 THE OUTDOOR AIR,
SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR
SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING
OGGUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE
NOT LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING
VENTILATED.
EGRESS WINDOWS: R3102.1 MINIMUM OPENING AREA. EMERGENCY AND
ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT
LE55 THAN 5.1 SQUARE FEET ((0.530 M2). THE NET CLEAR OPENING
DIMEN51ONS REQUIRED BY THI5 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 LE55
THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LE55
THAN 20 INCHES (508 MM).
WINDOW SILLS: 83122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE
TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 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 45TM F2090.
3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING
CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2.
HATCHES AND DOOR5. N1102.2.4 (R4022.4) ACCESS HATCHES AND
DOORS, ACCESS DOORS FROM CONDITIONED SPACES TO
UNCONDITIONED 5PAGE5 SUCH AS ATTICS AND CRAWL 5PAGE5
SHALL BE WEATHER5TRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.
AGGE55 THAT PREVENTS DAMAGING OR COMPRESSING THE
INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE
L005E-FILL INSULATION 15 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.
R301.2 BATHTUB AND SHOWER 5PAGE5. BATHTUB AND SHOWER
FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER
HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A
NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO
A HEIGHT OF NOT LE55 THAN 6 FEET (1829 MM) ABOVE THE FLOOR
SHOWER AREAS: 8307.1 SHOWERS SHALL BE A MINIMUM SIZE OF 30"
BY 30" WITH A 24" IN. CLEARANCE IN FRONT OF OPENING.
WATER CLOSET CLEARANCES: IRC 8301.1 WATER CLOSET SHALL BE
LOCATED IN A CLEAR SPACE NOT LE55 THAN 30" IN WIDTH. THE
CLEAR SPACE IN FRONT SHALL NOT BE LESS THAN 21"
WATERPROOF WALL BOARD. ALL WALLS AND CEILINGS OF BATH
TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH
APPROVED WATERPROOF MATERIAL.
UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY
ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TUBS SHALL BE
5URFAGED WITH APPROVED WATERPROOF MATERIAL.
GYPSUM WALLBOARD: 8102.3.1 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 t0
A5TM 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 GLA55 I OR II VAPOR RETARDER IN A SHOWER OR TUB
COMPARTMENT. GUT OR EXPOSED EDGES, INCLUDING TH05E AT
WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY
THE MANUFACTURER
R102.3.1.1 LIMITATIONS. WATER-RESISTANT GYPSUM BACKING
BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT
EXPOSURE t0 WATER, OR IN AREAS SUBJECT t0 CONTINUOUS
HIGH HUMIDITY.
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
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NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT
FOLLOWED IN THE DESIGN OF TH15 RESIDENCE, ALL LATERAL AND
GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE
ENGINEER OF RECORD.
WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRC 31.1(3)
SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT
151N DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM
SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.
8311.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED
WOOD OF NATURAL DECAY RESISTANCE OR APPROVED
PRESSURE -PRESERVATIVE -TREATED WOOD.
EXCEPT I ONS:
1. COLUMNS EXPOSED TO THE WEATHER OR IN BA5EMENT5
WHERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS
PROJECTING I INCH (25 MM) ABOVE A CONCRETE
FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH
AND THE EARTH 15 COVERED BY AN APPROVED IMPERVIOUS
MOISTURE BARRIER.
2. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED
AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING
WHERE SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL
AT A HEIGHT MORE THAN S INCHES (203 MM) FROM
EXPOSED EARTH AND THE EARTH 15 COVERED BY AN
IMPERVIOUS MOISTURE BARRIER
3. DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL
PEDE5TAL5 PROJECTING NOT LE55 THAN I INCH (25 MM)
ABOVE A CONCRETE FLOOR OR 6 INCHE5 (152 MM)
ABOVE EXPOSED EARTH.
FLOOR FRAMING: 8502.6 BEARING. THE ENDS OF EACH JOIST, BEAM
OR GIRDER SHALL HAVE NOT LE55 THAN 11/2 INCHES (38 MM) OF
BEARING ON WOOD OR METAL, HAVE NOT LESS THAN 3 INCHES OF
BEARING (16 MM) ON MASONRY OR CONCRETE OR BE SUPPORTED
BY APPROVED J015T HANGERS. ALTERNATIVELY, THE ENDS OF
J0I5T5 SHALL BE SUPPORTED ON A 1 -INCH BY 4 -INCH (25 MM BY
102 MM) RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT
STUD. THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,
OR A SILL PLATE OF 2 -INCH -MINIMUM (51 MM) NOMINAL THICKNESS
SHALL BE PROVIDED UNDER THE JOST, 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 THICKNE55 SPACED NOT MORE THAN 4
FEET (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR
TO J0I5T5 SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS,
WALLS OR PARTITIONS MORE THAN THE J015T DEPTH UNLESS SUCH
JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD,
WALL FRAMING: R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE
CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE
OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING
PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET NOT
LESS THAN 24 INCHES (610 MM). JOINTS IN PLATES NEED NOT
OCCUR OVER 5TUD5. PLATES SHALL BE NOT LE55 THAN 2-INCHE5
(SI MM) NOMINAL THICKNESS AND HAVE A WIDTH NOT LE55 THAN
THE WIDTH OF THE STUDS.
HEADERS: R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR
FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.
WHERE THE HEADER J015T SPAN DOES NOT EXCEED 4 FEET (1219
MM), THE HEADER J015T SHALL BE A SINGLE MEMBER THE SAME
51ZE AS THE FLOOR JOIST, SINGLE TRIMMER JOISTS SHALL BE USED
TO CARRY A SINGLE HEADER J015T THAT IS LOCATED WITHIN 3
FEET (914 MM) OF THE TRIMMER J015T BEARING. WHERE THE HEADER
J015T SPAN EXCEEDS 4 FEET (1219 MM), THE TRIMMER JOISTS AND
THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CRO55
SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE
HEADER.
STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE
PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN
THE DE51GN OF THI5 RESIDENCE, ALL LATERAL AND GRAVITY
DE51GN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF
RECORD,
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
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NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT
FOLLOWED IN THE DESIGN OF TH15 RESIDENCE, ALL LATERAL AND
GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE
ENGINEER OF RECORD.
WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRC 31.1(3)
SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT
151N DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM
SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.
8311.1.4 WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED
WOOD OF NATURAL DECAY RESISTANCE OR APPROVED
PRESSURE -PRESERVATIVE -TREATED WOOD.
EXCEPT I ONS:
1. COLUMNS EXPOSED TO THE WEATHER OR IN BA5EMENT5
WHERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS
PROJECTING I INCH (25 MM) ABOVE A CONCRETE
FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH
AND THE EARTH 15 COVERED BY AN APPROVED IMPERVIOUS
MOISTURE BARRIER.
2. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED
AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING
WHERE SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL
AT A HEIGHT MORE THAN S INCHES (203 MM) FROM
EXPOSED EARTH AND THE EARTH 15 COVERED BY AN
IMPERVIOUS MOISTURE BARRIER
3. DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL
PEDE5TAL5 PROJECTING NOT LE55 THAN I INCH (25 MM)
ABOVE A CONCRETE FLOOR OR 6 INCHE5 (152 MM)
ABOVE EXPOSED EARTH.
FLOOR FRAMING: 8502.6 BEARING. THE ENDS OF EACH JOIST, BEAM
OR GIRDER SHALL HAVE NOT LE55 THAN 11/2 INCHES (38 MM) OF
BEARING ON WOOD OR METAL, HAVE NOT LESS THAN 3 INCHES OF
BEARING (16 MM) ON MASONRY OR CONCRETE OR BE SUPPORTED
BY APPROVED J015T HANGERS. ALTERNATIVELY, THE ENDS OF
J0I5T5 SHALL BE SUPPORTED ON A 1 -INCH BY 4 -INCH (25 MM BY
102 MM) RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT
STUD. THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,
OR A SILL PLATE OF 2 -INCH -MINIMUM (51 MM) NOMINAL THICKNESS
SHALL BE PROVIDED UNDER THE JOST, 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 THICKNE55 SPACED NOT MORE THAN 4
FEET (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR
TO J0I5T5 SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS,
WALLS OR PARTITIONS MORE THAN THE J015T DEPTH UNLESS SUCH
JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD,
WALL FRAMING: R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE
CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE
OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING
PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET NOT
LESS THAN 24 INCHES (610 MM). JOINTS IN PLATES NEED NOT
OCCUR OVER 5TUD5. PLATES SHALL BE NOT LE55 THAN 2-INCHE5
(SI MM) NOMINAL THICKNESS AND HAVE A WIDTH NOT LE55 THAN
THE WIDTH OF THE STUDS.
HEADERS: R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR
FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.
WHERE THE HEADER J015T SPAN DOES NOT EXCEED 4 FEET (1219
MM), THE HEADER J015T SHALL BE A SINGLE MEMBER THE SAME
51ZE AS THE FLOOR JOIST, SINGLE TRIMMER JOISTS SHALL BE USED
TO CARRY A SINGLE HEADER J015T THAT IS LOCATED WITHIN 3
FEET (914 MM) OF THE TRIMMER J015T BEARING. WHERE THE HEADER
J015T SPAN EXCEEDS 4 FEET (1219 MM), THE TRIMMER JOISTS AND
THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CRO55
SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE
HEADER.
STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE
PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN
THE DE51GN OF THI5 RESIDENCE, ALL LATERAL AND GRAVITY
DE51GN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF
RECORD,
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
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PRE- MANUF TRUSSES a 24" O.C.
15# ASPHALT FELT (SEE ROOF FR'1G. FOR PITCH) -
APPROVED HURRICANE TIE
\
AS PER ENG'G CALCS.
-III—III—III—III-
INSULATION BAFFLES TO MAINTAIN MIN, 1"
SCRN'D VENT BLK'G
AIR SPACE ABOVE INSULATION. EXTEND
1/2" NOM. SHEATHING
BAFFLE 12" ABOVE BLOWN -IN INSULATION.
III
R-49 INSULATION
5/8 GWB \
2-2x6 TOP PLATE
4" GUTTER OVER
5/4 x 8" FASCIA
R-21 INSULATION
WHEN USING 4 x HEADER IN 2 x 6 WALL
FILL VOID w/R-10 RIGID INSUL. BD,
TYPICAL WALL
CONSTRUCTION VARIES WHEN
TRU55ED
150 ASPH. FELT OR
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I" NOM. EXT. SIDING
SEE ELEVATIONS
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COMP. SHINGLES
15# ASPHALT FELT
INSUL. BAFFLE
APPROVED HURRICANE TIE
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5GRN'D VENT BLK'G
1/2" NOM. SHEATHING
4" GUTTER OVER
5/4 x 8" FASCIA
TYPICAL WALL
GON5TRUCTION
PRE- MANUF TRU5SE5 e 24" O.C,
5/S GWB
2-2x6 TOP PLATE
R-21 INSULATION
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ARCH'L. GRADE
COMP, SHINGLES
HURRICANE TIE
PER ENG'G CALCS.
SCRN'D VENT BLK'G
1/2" NOM. SHEATHING
4" GUTTER OVER
5/4 x 8" FASCIA
TYPICAL WALL
CONSTRUCTION
VARIES
2x12"RAFTERS m 24" O.C.
(SEE ROOF FR'1G. FOR PITCH)
FACED BATT INSULATION WHERE USED AS A VAPOR
RETARDER SHALL BE FACE STAPLED. SINGLE
- RAFTER JOIST VAULTED CEILING CAVITIES SHALL BE
OF SUFFICIENT DEPTH TO ALLOW A MINIMUM ONE INCH
VENTED AIR SPAGE ABOVE THE INSULATION.
INSULATION BAFFLES TO MAINTAIN MIN. 1" AIR
SPACE ABOVE INSULATION. EXTEND BAFFLE 6"
R-38 INSULATION
5/8 GWB
2-2x6 TOP PLATE
R-21 INSULATION
WHEN STIC'O'N FRAMED
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
CHECKED
DRAWN BY
MJW
DESIGN
909
VA
SHEET NUMBER
6
6 OF 6
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COMP. SHINGLES
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INSUL. BAFFLE
APPROVED HURRICANE TIE
A5 PER ENG'G CALCS.
5GRN'D VENT BLK'G
1/2" NOM. SHEATHING
4" GUTTER OVER
5/4 x 8" FASCIA
TYPICAL WALL
GON5TRUCTION
PRE- MANUF TRU5SE5 e 24" O.C,
5/S GWB
2-2x6 TOP PLATE
R-21 INSULATION
WHEN TRU55ED (5G1550R)
R-38 INSULATION
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ARCH'L. GRADE
COMP, SHINGLES
HURRICANE TIE
PER ENG'G CALCS.
SCRN'D VENT BLK'G
1/2" NOM. SHEATHING
4" GUTTER OVER
5/4 x 8" FASCIA
TYPICAL WALL
CONSTRUCTION
VARIES
2x12"RAFTERS m 24" O.C.
(SEE ROOF FR'1G. FOR PITCH)
FACED BATT INSULATION WHERE USED AS A VAPOR
RETARDER SHALL BE FACE STAPLED. SINGLE
- RAFTER JOIST VAULTED CEILING CAVITIES SHALL BE
OF SUFFICIENT DEPTH TO ALLOW A MINIMUM ONE INCH
VENTED AIR SPAGE ABOVE THE INSULATION.
INSULATION BAFFLES TO MAINTAIN MIN. 1" AIR
SPACE ABOVE INSULATION. EXTEND BAFFLE 6"
R-38 INSULATION
5/8 GWB
2-2x6 TOP PLATE
R-21 INSULATION
WHEN STIC'O'N FRAMED
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
CHECKED
DRAWN BY
MJW
DESIGN
909
VA
SHEET NUMBER
6
6 OF 6
IC
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