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<br />Generol Drowlno Notes[ New Construction Specifico bons
<br />DESIGN CRITERIA'
<br />WIND LOAD' Per INC- IXtlmote Wind Speedw110 rgh. exposure B
<br />SEISMIC. Per IBC, 1=1.0, SEISMIC DESIGN CATEGORY D. SITE CLASS D
<br />ROOF LDAD' DL=15 PSF, LL=25 PSF
<br />FLOOR/DECK LOAD DL=10 PSF. LL-40 PSG
<br />SOILS, Assumed 2000 PSG uloemble Soil Blaring
<br />CONCRETE- 2500 PSI a 28 days. Grade 40 reinforcement- cpwrld Y nh
<br />The followng basics fro. tins Intern. Vomal Residential Code (iRC) e012 Pall be
<br />adhered to In JY. den -set, (not all Items may apply)
<br />1. Section R602.1011 Braced Wall Lines are re0utred (or .,.,all width, L
<br />depth& exceeding 35 feet In areas with wind Speeds of 80m h or less.
<br />Braced panels per Section R602.10A ore 4 (t 'N-un terspth If using .sod
<br />sheolNng, or B ft mImImun length elth 1/2' GWB nailed 7' O.C.
<br />2. Section R3(l2,. House to g.r.ge sep.rotbm shall bt of
<br />materials approved for 1-bur fire resistive Const,-lion Ile.. 112' type
<br />'X' GV.B). Doors In these areas shall be 1-3/8' Nnlwn thkkness, Solid
<br />cord•, with self -closer hardware.
<br />3. Section P270B. All shower ere.: to be fln'SMd Win . smooth,
<br />mor-absorbent material to a height of 70' above drain
<br />4. Section R307. A toilet compartment shall rat be less than 30' .Ida,
<br />end have A front Cie ... nce or 24'.
<br />5. Section 0606. Masonry shall not be supported by any rood
<br />member.
<br />6. Section R408. Creel space under floor JW.is shot[ be at least IS- L A
<br />n W.um of 12' t0 bott Om or Wral s. Ur derfl.., pre. to be p11v!ded
<br />with a Amin, 18'x24' adze access, located within 20' of mole plumbing
<br />Clean -out
<br />7, Section R317. All wood In contact with concrete or has.nry Pall be
<br />pre..ure treated.
<br />8. Section R317. Wood Borders Interim, Concrete or masonry shall be
<br />provided with 1/2' at, space On s!d,S. top L end
<br />-
<br />9. Section R408I Mbanun foundation veMD.tlon' 1 1Ru.re fool for every
<br />Ise aware feet of under -floor are.. Covered with 1/4' or toss wire
<br />hash tees trlct2 opening ores 25%)
<br />10. SrctN R302, flrILSOOS (halt be Provided to cut -OF( Concealed araft
<br />openings between storks and .of specs.
<br />11. Section RR07. A 22'wx30'h Stile access opening shall be provitled In an
<br />area that has 30' cominm of headroom.
<br />12. SeCPon R806.2. Cross-atlIC W,V1.1tbn rSWlred at 11150 OF the ottl,
<br />area or enclosed rafter space. Continuous vent each PmOC&rd rafter
<br />space. 1F rafters are enclosed L roofs are of SOOd PeatrJng, a
<br />continuous ridge vent Is repuredcover vents with 1/4' ram. epenlng
<br />nosh
<br />13. Section R311.74. Maximum staF.ay Ise Is 7-3/4'. rvNnun run IL 10'. Nnl,u,
<br />he.>Odn Is 6'-Bt Enclosed usable spare under stal,,
<br />1/2' Gyosun Wait Board (GWB).
<br />14. Safety Blazing small be used in 1) doors other th
<br />...drab.. 21 bathtub L shower enclosures. 3) glazing
<br />Floor L adjacent to . door .IPIn 12' L 4) gi.amg In
<br />L less than IB' from floor. R3084 h.z.rdous location
<br />15. Chimneys shall extend over 36' above .Of .here
<br />p.SSH through. L 24' above any Structure wlthn 10'
<br />16. Co austlble materials shall not cane witNn 1' of f
<br />smoke chamber or cNnney .oils. 1001.6 Ternln.tlan.
<br />❑. One 110 volt, battery beck -up. InterC.m,c:ted ant
<br />deteCtor In each act.... .no hab.y ("a"m9 to . br
<br />Igo-E.veL have 1' tMCN fp&[b DOOrds. wIM 5' pre(inl!
<br />rtal putters. M.tcNng 2'X3' downspouts with cant,.
<br />20 Sipe flnl.b prod. away fro, foundation ..it. 114',
<br />fpynd.PM.
<br />21, KNr vo, ceaing height In structure is 7'-6', with
<br />e XCeplbns for malls, Lltcbrn L bathrooms to be P-0
<br />22- Truss.. shell be designed by . licemsed WasNngtt
<br />State Structural Engineer_ Snow load wAt be determine
<br />0fr clai Truss manufacturer will supply engineered Sr
<br />b WJing dep.,tnenl approval, and all trusses suppl4a
<br />.CCordingly.
<br />23. Provide mechanical ventil.tlom capable of pravItIng 5
<br />a.' changes per hour In bathrooms, water closet compartments. laurd,y
<br />one $"a, rooms.
<br />24, Exterior Joints Shall be scaled, caulked, gasketted or
<br />v.thcrftrlpped to Ilnit air leakage at the following openings
<br />.) Wl,doss L door francs b) openings between sells L
<br />foundations Obetween walls L roof III) openings at penetration of utility
<br />srrwkel a) all other opl.:Na In the "Crng envrlopr.
<br />25. Mater4l, a) NFL2 ml, fr..ag lumber b) Use Hrw2 Nn PT otateS O
<br />3/9' min APA rated plywood d) 2000 psi non Concrete strength e) 24r-v4
<br />!n gIu-iom timbers per 1063.3
<br />26. All exhaust ducts to he 26 GA mlrwtun (UMC $ec 601.7)
<br />27. All fasteners In canted with PT mall eat-dp O.Iv or stalNY.5
<br />lw.bbMuz rwNlRlm wyswas wool, wNrld Two. A
<br />be attem.Didsmew JlNtILWoaneero or� fhJ1
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<br />MAX RISE= 7-V4'I MAX RUN=10'
<br />mmDirmimof ultu u6ldlpwna(IOt6aa10
<br />MAX OPEN SPACE RISERS={', WIDTH=36' MIN
<br />plumb aamwm r4uidm44'Awwr indent
<br />HANDRAIL HTI 34-38' OFF TREAD NOSE
<br />fire.
<br />HANDRAILS END R NEWEL POST / SAFETY TERM OR RETURN
<br />3-TAB COMPOSITION SHINGLES
<br />HANDRAILS= GRIPPABLC SHAPE/SIZE
<br />WAPM BARRIER
<br />BALUSTER SPACING- 4-3/8' MAX
<br />TRIANG GONGS P TREAD SIDES X 6' SPHERE
<br />SIMPSON HI CLIPS 24' OC-
<br />36' DEEP MIN LANDING a LITTON OF STAIRS
<br />6'-8' MIN HEA➢ROOM+ / STAIR DETAILS
<br />IRC 80 Ass
<br />7116' cnc PLYWOOD OR OSB1
<br />TOP PLATE- MIN 4rT LAP
<br />W 8 I6d NAILS
<br />12
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