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<br /> J CII- REFEI \CES _ a 3
<br /> INTERNATIONAL RESIDENTIAL CODE 2015 3-TAB COMPOSITION SHINGLES ingsalJ_ -6 -5
<br /> `INTERNATIONAL MECHANICAL CODE 2015 c
<br /> INTERNATIONAL FIRE CODE 2015 VAPOR BARRIER T❑P PLATE: MIN 4FT LAP N N
<br /> W -16d NAILS ��UNIFORMED PLUMBING CODE 2015 SIMPSON H1 CLIPS 24" OC 12 c o
<br /> WASHINGTON STATE ENERGY CODE 2015 IRC 802.10.5L PITCH ac
<br /> oLANDINGS / IRC R311.3 7/16" CDX PLYW❑OD OR ❑SB m c'Door Wi/IRC 3 MIN NOTE: ALL HEADERS NAIL 8d@6" EDGE & 12 FIELD41° O
<br /> *• 7-3/4° MAX DROP 4x8 HF#2 U.N.O. BAFFLE - 6" ABV BATTSVENTED BLOCK
<br /> 40,44 .8
<br /> ,BAFFLE 12" ABV LOSE INSUL ,�//
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<br /> NOTICE OF LIABILITY Written dimensions se Homeowner/ �' a.-fLOI('� CD
<br /> shalt have preference over scaled dimensions. Homeowner/ GUTTERS ✓L
<br /> Contractor shall check L verify all dimensions and conditions `2!(7 fel din. !N�� jC a_
<br /> pertaining to the project prior to proceeding to the 1 v _ ___ - r— /1�
<br /> construction phase. Beam sizes are estimated but not I .- -- o.(�) � r'/ aN i
<br /> Engineering certified. Any discrepancy shall be resolved with T �.;•
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<br /> P2B prior to proceeding with the work, or Contractor shall \ Ilk PRE—E N G D TRUSS U SS V7 r
<br /> accept full responsibility for rectifying snore In event that )�i - i
<br /> liability is imposed on p2b, our liability to you or any third 111V.
<br /> � `� "f N.
<br /> party shalt not exceed the price paid for p2B's product. 5/4X6 CEDAR FACIA b-.i 1/2" V.W.B. qp qp
<br /> OPT SOFFIT/VENTS r t^ 1 - WIND/DOOR HEADERS PER PLAN co
<br /> VENTS >, 1 1 er INSUL 6 a 16" O.G•
<br /> SUBJECT TO FIELD INSPECTIONS, i 'f
<br /> CORRECTIONS & PROVISIONS OF T❑TAL •
<br /> 1/150 T❑TAL � 6 ix, 2-'�9 vX
<br /> PLAN CHECK •
<br /> ATTIC AREA-EQL DIST. -
<br /> IRC 802.1 i R-21 INSUL
<br /> ALL HOLDOWNS, FRAMING ANCHORS &I TRUSS ENGINEERING ( �,,/
<br /> SHEARWALLS MUST BE INSPECTED & DESIGN ARE TO BE BY 7/16" T-1-11 or r �/ _ Q
<br /> BEFORE COVERING. , THE TRUSS MANUFACTURER 7/16"x8" BEVEL I (X
<br /> LAP SIDING WITH -1-q--,-
<br /> 7/16" O.S.B. UNDERLAY W i l I I S TI \ Gn
<br /> • VAPOR BARRIER
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<br /> r-3 S bovP,E/1�/•4�/c: l Q
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<br /> General Drawing Notes: REMOELS i
<br /> n 7/16 cdx ply W/7 CJIVA�`ssii" /�Ulck.Q7av v
<br /> DESIGN CRITERIA: / , •
<br /> WIND LOAD: Per IBC: Ultimate Wind Speed=110 mph, exposure B o Z
<br /> SEISMIC: 'Per IBC:, I=1.0, SEISMIC DESIGN CATEGORY D, SITE CLASS D it - PT JOISTS PER PLAN .340110-,% �i�I
<br /> RODE LOAD: DL=15 PSF, LL=25 PSF .p hir,
<br /> FLOOR/DECK LOAD: DL=10 PSF, LL=40 PSF LATERALS PER R502.2.3 ie SIMPS❑N DTT2Z Ti
<br /> SOILS: Assumed 2000 PSF Allowable Soil Bearing OR SIMPSON #A33 ARCHES+HD CON 4 PL EQ S` CONN TO COL PER
<br /> CONCRETE: 2500 PSI @ 28 days, Grade 40 reinforcement- covered 3' min. w SIMPSON LU28 OR BETTER HANGERIRC 502.2.1 i.e.cz
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<br /> The following basics from the International Residential Code (IRC) 2015 shall be D
<br /> • LEDGER BOLTS PER IRC 2009 ( Ilk AC4)
<br /> adhered to in this plain-set: (not all items may apply) u TABLE R602.2.2.1
<br /> 1. Section R302.6. House to garage separation shall be of t INT❑ HOUSE RIM J❑IST ATI�, �,Ij. 'cx_.17 f��C.L `, o
<br /> materials approved for 1-hour fire resistive construction (i.e., 1/2' typeV
<br /> °X" G.W.BJ. Doors in these areas shall be 1-3/8" minimum thickness, solid COL PER PLAN - PROVIDE KNEE /�/L�'ajolv(�gT� �,� �R� Cu
<br /> core, with self-closer hardware. BRACES FOR LAT. RESIST IF COL ir
<br /> 2. Section R606. Masonry shall not be supported by any wood EXCEEDS 4' HEIGHT r � t qD
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<br /> member.
<br /> LJ Z SIMPSON EPB POST BASE TYP 0 /vA //v7,2u,F of '��� s ,A,`r,„ o
<br /> 3, Section R317. All wood in contact with concrete or masonry shall be J PER PLAN 44/P /iiO/SA/OC. J
<br /> pressure treated. II
<br /> 4. Section R317. Wood girders entering concrete or masonry shall be --
<br /> provided with 1/2" air space on sides, top & end. _9,.... _:,-- ,
<br /> 5. Section R807. A 22"wx30"h attic access opening shall be provided in an 10, Trusses shall be designed by a licensed Washington I=I
<br /> area that has 30" minimum of headroom. State Structural Engineer. Snow load will be determined by the Building
<br /> 6. Section R806.2, Cross-attic ventilation required at 1/150 of the attic Official. Truss manufacturer will supply engineered shop drawings for
<br /> area or enclosed rafter space. Continuous vent each enclosed rafter building department approval, and all trusses supplied will be marked
<br /> space. If rafters are enclosed & roofs are of solid sheathing, a accordingly,
<br /> continuous ridge vent is required. cover vents with 1/4" max. opening 11, Exterior joints shall be sealed, caulked, gasketted or
<br /> mesh. weatherstripped to limit air leakage at the following openings 0
<br /> 7, Safety glazing shall be used in 1) doors other than a) Windows & door frames b) openings between walls & �J
<br /> wardrobe, 2) bathtub & shower enclosures, 3) glazing less than 60" from foundations c)between walls & roof d) openings at penetration of utility )0 7 SCALE
<br /> floor & adjacent to a door within 12" & 4) glazing in excess of 9 sq. ft services d) all other openings in the building envelope.
<br /> 1 & less than 18" from floor. R308.4 Hazardous locations, 12. Material: a) HF#2 min framing lumber b) Use HF#2 min PT plates c) a 1/4"=1 FT
<br /> 8. Eaves have 1" thick fascia boards, with 5" prefinished continuous c�rrT
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