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<br /> R602.10.6.2 Alternate braced wall panel adjacent to a door or window opening. Alternate (D
<br /> GENERAL SPECIFICATIONS BUILDING AIR LEAKAGE TESTING braced wall panels constructed in accordance with one of the following provisions are also W
<br /> R402.4.1.2 TESTING- permitted to replace each 4 feet (1219 mm) of braced wall panel as required by Section W Z
<br /> CODE: The building or dwelling unit shall be tested and verified as having an air leakage rate of R602.10.4 for use adjacent to a window or door opening with a full-length header: Q <
<br /> 2018 INTERNATIONAL RESIDENTIAL CODE (1.R.C.) & THE WA. ST. ENERGY CODE 2018 EDITION not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a W =
<br /> ALONG VITH ALL ADDITIONAL APPLICABLE CODES 1. In one-story buildings, each panel shall have a length of not less than 16 inches (406
<br /> pressure of 0.2 inches w.g. (50 Pascals)_ 2
<br /> Where required b the code official testing shall be conducted b an approved third art mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on O
<br /> BUILDING: q Y � 9 Y PP party. �
<br /> OCCUPANCY - R-3 SINGLE FAMILY TYPE:V, NON-RATED A written report of the results of the test shall be signed by the party conducting the one face with a single layer of 3/8-inch-minimum-thickness (10 mm) wood structural 2 Q
<br /> test and provided to the code official. Testing shall be performed at any time after panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure J 0
<br /> SEISMIC -D- PER 1613 Ss=1.314 25 FIG. 61 .3.1(1) creation of all penetrations of the building thermal envelope. R602.10.6.2. The wood structural panel sheathing shall extend up over the solid sawn or Q J
<br /> Si=0.458<0.6 /FIG 1 13.3.3(1) Once visual inspection has confirmed sealing (see Table R402.4.1.1), operable windows and glued-laminated header and shall be nailed in accordance with Figure 602.10.6.2. Z J
<br /> WIND (EXPOSURE C) BASIC SPEED - 110 MPH 85 PER FIG. 1609.3 doors manufactured by small business shall be permitted to be sealed off at the frame Use of a built-up header consisting of at least two 2 x 12s and fastened in accordance O m
<br /> PRESSURE 27.6-1 PER TABLE 09.6. prior to the test. Building Air Leakage Specifications: with Table R602.3(1) shall be permitted. A spacer, if used, shall be placed on the side of >'
<br /> REQUIREMENTS: http//www.energy.wsu.edu/Documents/Air%20Leakage%2OTesting%201-29-12.pdf the built-up beam opposite the wood structural panel sheathing. The header shall extend
<br /> CONTRACTOR SHALL VERIFY All SITE CONDITIONS & BUILDING DIMENSIONS PRIOR TO ADDITIONAL WSEC NOTES: between the inside faces of the first full-length outer studs of each panel. The clear span Q
<br /> PROCEEDING WITH THE WORK. ANY VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON of the header between the inner studs of each panel shall be not less than 6 feet (1829
<br /> THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR TO PROCEEDING 1. 75% OF ALL INSTALLED LIGHTING IS TO BE HIGH-EFFICIENCY. mm) and not more than 18 feet (5486 mm) in length. A strop with an uplift capacity of
<br /> A PROGRAMMABLE THERMOSTAT MUST BE INSTALLED.
<br /> WITH THE WORK. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 2. not less than 1000 pounds (4448 N) shall fasten the header to the side of the inner studs (n
<br /> 3. A DUCT SEALING AFFIDAVIT MUST BE SUPPLIED (WHERE APPLICABLE) opposite the sheathing. One anchor bolt not less than 5/8-inch-diameter (16 mm) and
<br /> CONVENTIONAL LOADING: LUMBER STRENGTH: 4. DOOR BLOWER TESTING IS REQUIRED (PER 402.4.1.2) installed in accordance with Section R403.1.6 shall be installed in the center of each sill
<br /> PER TABLE 301.5 VERIFY W/JURISDICTION PER 2018 IRC & 2018 N.D.S. STANDARDS 5. AN ENERGY CODE COMPLIANCE CERTIFICATE IS TO BE POSTED WITHIN 3 FEET plate. The studs at each end of the panel shall have a tie-down device fastened to the w
<br /> HEM FIR FOR 2x MEMBERS, OF THE ELECTRICAL PANEL (PER 401.3)
<br /> LOADING LIVE DEAD TOTAL foundation with an uplift capacity of not less than 4,200 pounds (18 683 N)_ Where a panel
<br /> DOUG FIR FOR BEAMS & HEADERS U.N.O. ALSO:
<br /> ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF is located on one side of the opening, the header shall extend between the inside face of
<br /> ATTICS W/STORAGE 20 PSF 10 PSF 30 PSF JOISTS & RAFTERS FIBER STRESS SHEAR ELASTICITY 1. AN INSULATION CERTIFICATE IS REQUIRED FROM THE INSTALLER. the first full-length stud of the panel and the bearing studs at the other end of the
<br /> HABITABLE ATTICS & W/STAIRS 30 PSF 10 PSF 40 PSF 2x HF #2 850 75 1.3 2. NON-FULL WIDTH HEADERS ARE TO BE INSULATED TO FULL DEPTH.
<br /> opening. A strap with an uplift capacity of not less than 1000 pounds (4448 N) shall fasten
<br /> 3. NO HEATING COOLING STACKS IN EXTERIOR WALL CAVITIES.
<br /> 2x DF #2 875 95 1.6 / the header to the bearingstuds. The bearingstuds shall also have atie-down device
<br /> DECKS PER 502.2.1 40 PSF 10 PSF 50 PLF 4. HEATING COOLING DUCTS IN FLOOR WALL CEILING AREAS MAY NOT _
<br /> BEAMS & HEADERS / / / fastened to the foundation with on uplift capacity of not less than 1000 pounds 4448 N
<br /> BALCONIES (EXTERIOR)&DECKS 60 PSF 10 PSF 70 PSF 4x DF #2 875 95 1.6 DISPLACE REQUIRED INSULATION. P P Y P ( )
<br /> FIRE ESCAPES 40 PSF The tie-down devices shall be an embedded strap type, installed in accordance with the
<br /> 4x DF #1 1000 95 1.7 5. RETURN AIR MUST BE DUCTED, (NON-DUCTED JOIST BAYS NOT ALLOWED).
<br /> GAURDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION 6x DF #2 875 85 1.3 manufacturers recommendations. The panels shall be supported directly on a foundation
<br /> GAURDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ. FT. 6x DF #1 1350 85 1.6 which is continuous across the entire length of the braced wall line. The foundation shall be
<br /> rj M1507.3 Whole-house mechanical ventilation system. Whole-house mechanical ventilation reinforced with not less than one No. 4 bar to and bottom. Where the continuous w
<br /> PASS. VEHICLE GARAGE 50 PSF IF ELEVATED 2,000 LB, 20 SQ IN GLU-LAM TIMBERS systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.3. P Z
<br /> ROOMS (NON-SLEEPING) 40 PSF 10 PSF 50 PSF DF/LARCH (16F-V3 DF/DF) 1600 165 1.5 foundation is required to have a depth greater than 12 inches (305 mm), a minimum
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF DF/LARCH (24F-V4 DF/DF) 2400 165 1.8 M1507.3.1 System design. The whole-house ventilation system shall consist of one or 12-inch-by-12-inch (305 mm by 305 mm) continuous footing or turned down slab edge is m
<br /> STAIRS 40 PSF 10 PSF 50 PSF CANTILEVERED GLU-LAM TIMBERS 24F-V8 D/F D/F more supply or exhaust fans, or a combination of such, and associated ducts and permitted at door openings in the braced wall line. This continuous footing or turned down
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. GLU-LAM BMS TO BE KILN DRIES D.F. DISPLAY AITC STAMP. controls. Local exhaust or supply fans ore permitted to serve as such a system. slab edge shall be reinforced with not less than one No. 4 bar top and bottom. This 0
<br /> ALL STRUCTURAL MEMBERS TO BE #2 HEM/FIR OR BETTER AS NOTED ON PLANS Outdoor air ducts connected to the return side of on air handler shall be considered reinforcement shall be lapped not less than 15 inches (381 mm) with the reinforcement
<br /> PLYWOOD INDEX: CD ROOF AND SUBFLOOR SHEATHING PER TABLE R503.2.1.1(1). to provide supply ventilation. required in the continuous foundation located directly under the braced wall line.
<br /> WALL SHEATHING PER TABLES R602.3(3) M1507.3.2 System controls_ The whole-house mechanical ventilation system shall be 2. In the first story of two-story buildings, each wall panel shall be braced in accordance
<br /> SHEATHING FASTENERS PER TABLES R6D2.3(1) & (2). provided with controls that enable manual override. with Item 1 above, except that each panel shall have a length of not less than 24 inches
<br /> WALL BRACING & BRACED WALL LINES PER R602.10 BRACED WALL LOCATION, TYPE, & AMT PER FIG (610 mm).
<br /> R602.10.1.1/TABLE R602.10.1.3 M1507.3.3 Mechanical ventilation rate- The whole house mechanical ventilation system Fasten Sheathing to Header
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). shall provide outdoor air at a continuous rate of not less than that determined in w/8d common nails or galvanized
<br /> ALL WOOD IN CONTACT W/ CONC. TO BE PRESS. TRTD. WOOD EXPOSED TO WEATHER TO BE PRESSURE accordance with Table M1507.3.3(1) box nails in 3 inch grid i l
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<br /> TRTD. OR NATURALLY DURABLE PER 317.1. ► I
<br /> ALL FASTENERS (LESS THAN 1/2" DIA) INSTALLED IN PRESSURE TREATED WOOD SHALL BE HOT DIPPED Exception: The whole-house mechanical ventilation system is permitted MST48 strapI I
<br /> GALVANIZED R317.3.1 to operate Intermittently where the system has controls that enable opposite shathing Header per plan
<br /> VERIFY ALL NAILING, BOLTING, AND OTHER CONNECTIONS TO COMPLY WITH ENGINEERS SHEARWALL operation for not less than 25-percent of each 4-hour segment and the wood structural
<br /> SCHEDULE, IF APPLICABLE. ventilation rote prescribed in Table M1507.3.3(1) is multiplied by the factor panel sheathing I I
<br /> w/edge nailing
<br /> determined in accordance with Table M1507.3.3(2). I I
<br /> @ 3"o.c. !
<br /> ROOFING NOTE: DEFERRED SUBMITTAL ITEMS: 3xBLKG@ I !
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<br /> 1. ROOF TRUSS AND LATERAL ENGINEERING TABLE M1505.4.3 1 adjoining panel edges.
<br /> ON WH
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<br /> - ® COMPOSITION ROOF: NONPERFORATED 15# FELT I I
<br /> 2. MECHANICAL DRAWINGS IF APPLICABLE CONTINUOUS MOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
<br /> FASTENED W ! ! J
<br /> / (4 ON) FASTENERS PER EA. PIECE 3. FIRE SPRINKLER DRAWINGS IF APPLICABLE Simpson STHD14 ! I
<br /> 1/2" CDX PLYWOOD SHEATHING OR EQUIV DWELLING UNIT NUMBER OF BEDROOMS Q
<br /> WITH 1/2" CCX PLY SHEATHING @ OVERHANGS FLOOR AREA 0-1 2-3 4:-5 6-7 > 7 Triple Studs j
<br /> NAILED W/8d @ 6" O.C. EDGES, 12" FIELD (square feet) Airflo`v in CFM Anchor Bolt ! I w
<br /> per typ.detail
<br /> TABLE R402.1.1 < 1,500 30 45 60 75 90
<br /> Prescriptive Energy Code Compliance for All Climate Zones in Washington. 1,501-3,000 45 so 75 90 105 gym=
<br /> 3,001-4,500 60 75 0 105 120 FDN per plan Z.
<br /> 5 and MARINE 4 6 4,501-6.000 75 90 105 120 135 -+ =i =
<br /> Fenestration U-Factor b 0.28 0.28 6,001-7,500 90 1 105 120 135 150
<br /> > 7,500 105 1 120 135 150 165 GARAGE PORTAL FRAMING
<br /> Skylight For ST: 1 square foot 0.0929 m2, 1 cubic foot per minute 0.0004719 m3/s_ht U-Factor 0.50 0.50 DETAIL 3 1 4" = 1 '-0"
<br /> = =
<br /> / (2)Simpson H6
<br /> Glazed Fenestration SHGC b,e n/a n/a TABLEM1505.4.3(2) (01 at ea.end ofSWs,
<br /> INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b Web Stiffener to
<br /> Ceiling 49 J 49 RUN-TIME PERCENTAGE IN EACH 4-HOUR Stud below
<br /> Wood Frame Wall g,k,l 21 in C I SEGMENT 25% 33% 50% 66% -75% 100% SW above floor
<br /> t 21+5 Factors 4 3 2 1.5 1.3 , 1.0
<br /> o. For ventilations tem run time values between those iven, the factors are ermitted to be determtrred b inte olation. Total Perimeter
<br /> Mass Wall R-Value I 21/21 h 21+5 h Ys g" P Y � rP Dimension �
<br /> b. Extrapolation beyond the table is proh�ited. �'� 4"Minimum
<br /> Floor 35 g 30 9 a 6,a Maximum
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<br /> Below Grade Wall c,k 10/15/21 int + TB 10/15/21 int + TB �, TJI 13 Stiffener l �TJI
<br /> rxmm
<br /> o S BLKG Q
<br /> Slab R-Value & Depth d 10, 2 ft 10, 4 fttiO" SW below floor
<br /> CAUTION: ADJUSTMENTS TO RISER HEIGHT MAY BE ---
<br /> TABLE R402.1.1 NOTES: REQUIRED IF USING THE LAMINATE WOOD FLOORING 0.01"Min.
<br /> WITH PRE-MANUFACTURED NOSINGS. Radius �
<br /> For SI: 1 foot,=304.8 mm, ci,=continuous insulation, int,=intermediate framing,
<br /> a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity Tf¢�
<br /> which is less than the label or design thickness of the insulation, the compressed R-value of the N�ACK
<br /> 1'41r +- ✓1051 OFF-SET SHEAR WALL DETAIL 2
<br /> Non-Circular Handrail insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. Typel 1 2" = 1 '-0"b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 3/4" PLYWOOD RISERSCALE:Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 OR 1x8 RIPPED TO FITi cwm"„ow w.w�n a�through 3 where the SHGC for such Skylights does not exceed 0.30. NOTE
<br /> c. "10/15/21_+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous1-1/8' HARDBOARD TREAD Nails should not be drivenW/ ROUNDED NOSING OR P1wmN Ar - completely flush against
<br /> insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab dHWK"A the connector,to allow
<br /> 2x12 W/ 45d EDGE vertical truss movement
<br /> and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be 1/2" G.W "met with R-13 cavit Insulation on the interior of the basement wall lus R-5 continuous insulation on /" Simpson Truss
<br /> Y P (3) 2x12 STRINGERS TY /; Cip DTC,the interior or exterior of the wall. "10/13" means R-10 continuous Insulation on the interior or exterior / C tl,sides ofMIDDLE STRINGER W/ S /- truss chord N
<br /> of the home or R-13. "TB" means thermal break between floor slab and basement wall. '/ L.L
<br /> /" Bottom Allow 1116"gap
<br /> d. R-10 continuous insulation is required under heated slab on grade floors. See 402.29.1. 1. HEADROOM, 6'-8" MIN. WIDTH, 3'-0" MIN. PER I.R.C. R311.7 "/ Truss Chord between nail head
<br /> e. There ore no SHGC requirements in the Marine Zone. 2. TREADS 10" MIN., RISERS 7 3/4- MAX. R311.7.4 �/ and truss dip to help
<br /> f. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R30. 3. HANDRAIL SHALL BE 34" MIN. & 2" MAX. ABOVE STAIR x prevent squealing.
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<br /> g. Reserved. NOSING. HANDRAIL 1-1/2" MIN. & 2" MAX. IN CROSS SECTION ^ /
<br /> h. First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5 means R-13 1-1/2" MIN. OR 3-1/2- MAX. FROM WALL, RETURN EA. END w m / Double Q
<br /> cavity Insulation plus R-5 continuous Insulation or insulated siding. If structural sheathing covers 40 percent TYP. PER U_B.C. R311.7.8 Stud Wall Top Plate W
<br /> or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than 4. INSTALL FIREBLKG @ MID STRINGER SPAN & WALL PER R602.8.
<br /> R-3 in the locations where structured sheathing is used to maintain a consistent total sheathing thickness. 5. I.R.C. 302.7 ENCLOSED AND ACCESSIBLE SPACE UNDER STAIRS
<br /> i. The second R-value applies when more then half the insulation is on the interior of the mass wall. IS TO BE COVERED WITH A MINIMUM 1/2" G.W.B.
<br /> j. For single rafter- or joist-vaulted ceilings, the Insulation may be reduced to R-38.
<br /> k. Int_ (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a STAIR SECTION
<br /> minimum of R-10 insulation. SCALE: NONE STAIR SECTION TRUSS TO NON-BEARING WALL PAGE
<br /> I. Log and solid timber walls with a minimum overage thickness of 3.5 inches ore exempt from this DETAIL DETAIL 1
<br /> insulation requirement_ DETAIL SCALE: NONE
<br /> SCALE: 1 /2" = 1 '-0" 7of 8
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