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MIND LOAD, Per 180 Method 2. Bsc Wind Speed=85 mph, exposure B C <br />SEISMID Per IBC'. 1=1.0. SEISMIC DESIGN CATEGORY D. SITE CLASS D F <br />ROOF LOAD, DL=15 PSF. LL=25 PSr 1 <br />FLOOR/DECK LOAD: CL=10 PST, LL=40 PSF F <br />_ - SOILS, Assuned 2000 PSF Allowable Soil Bearing <br />CONCRETE: 2500 PSI M 28 days. Grose 40 relnrorcement- covered 3' min <br />The following bows from the International Residential Code (IRE) 2009 V -II be <br />adhered to In this, plop -web (not all Items nay apply) <br />V II Braced Watt Lines ore required r ralt1I3 Ins L <br />depths exceeding of ROnon jar less. <br />Braced pooch r n IO.4 oTe'fo-+ialpyxlength IF usiq wood <br />,jjeKLU ft Wnun IenB in with 1/2' GVB nalled?'-.c�_ <br />2. Sectlon R302b. Hpuze to garage separation shall be of <br />notevlols approved for 1-Four fire resistive construction Ile., 1/2' type <br />'K' C.W.BJ. Doors In these oreas shell be 1-3/9' nlntun thkkness. sail! <br />core. with self -closer hartlwore. <br />3. Section P2708. All shower areas to be finished with A smooth. <br />nm-absorbent material to r height of 70- above drain. <br />4. Section R307. A toltet conpOrtmmt shall not be less than 30' wide. <br />aM have a Front clearance of 24'. <br />5, Section R606. Masonry sliall not be supported by any wood <br />nenber. <br />6. Sectlon R40B. Crawl space under floor Joists shall be at least 10' L a <br />nidmAn of 12' to button of girders, Underflocr area to be provided <br />with a mini IS'x24' stop access, located with'n 20' of main Plumbing <br />Cleam-.Vt <br />7. Section R317. NI wood In contact with concrete or masonry shell be <br />pressure treated. <br />B. Section R317. Wood girders entering Concrete or naspory snail be <br />provided with 1/2' air soot, an sales, top L end. <br />9. Section R40B.1. Mnhum foundation vIrtlotion• 1 square flat for every <br />150 square feet of under -floor area. Covered with I/P or less wire <br />nesh (restricts ap,Nng or" 25X) <br />10. Section R302. Flrestops shall be provided to cut-ofF concealed draft <br />openings between stories and roof space <br />11. Section R807. A 22'w.30'h attic access Opening Shall be provxld In an <br />I area that has 30- nlN-un of headroom. <br />: 12. Section Re06Z. Cross -attic ventilation r,,uV.d at 1/150 of the attic <br />area or enclosed rafter space. Continuous vent each enclosed rafter <br />space. If rafters are "closed L roofs ore of solid sheotkng. 0 <br />continuous ridge rent Is required. Cover vents with 1/4' M+. Cormig <br />mesh <br />13. Sectk i R311.7A. Maxhun stairway rise Is 7-3/4', Nnhun run Is 10', nlNnum <br />! headroom Is 6'-B'. EnCIOSed usable space under stairways shall to or <br />'j 1/2' Gypsum Wall Board (GWB). <br />14. Sorely glazng shall be used In U soars other thou <br />wardrobe. 23 bathtub L shower enclosures, 3) Blazing less than 60- from <br />Floor L adjacent to a door within 12- L 4) glazing In exct ss of 9 sq. rt <br />L less than IS- Frm flow. R308.4 hazardous locations. <br />r <br />COX& DF2 <br />DTL 2152 <br />'TUFF -FLEX' WATERPROOF COATING <br />CAR 3/4' APA SHEATHING <br />PROVIDE FLASHING AT HOUSE WALL <br />SLOPE JSTS 1/4' <br />/TT AWAY FROM <br />STRUCTURE <br />16D • 3'oc <br />PLATE TO NAILER <br />6X6 OFT <br />DTL 2/57 <br />RC <br />CO <br />(U <br />W <br />IS Chimneys shall extend over 36' above roof where It <br />Passes through. L 24' above any structure within 10'. <br />16. Conbustlble materials shot[ not cone $$thin V OF Pireploce. <br />smoke chamber Or cNnmey walls. 1001.6 Ternbiotlory <br />I7. 6ie 110 volt battery back-up. Interconnected snake <br />tle tec for in each bedroom and holiedy leaom99 to a bedrom <br />la Eaves hove ]' thick fascia boards, with 5- PrefiNshed contlnua/s <br />metal putters. watching 2-X3' downspouts w)in concrete sptushboCk S. <br />20 Slope finish grade away from foundation wolf, 1/4'/Ft min. for 5- from <br />Faunal <br />21. Minimum cell6p height In structure Is T-6'. with <br />e-CeptbnS for hulls, kitchen L bathrooms to be 7-0- min height. <br />22, Trusses shall be designed by a licensed Woshingtm <br />State Structural Engineer. Snow load Ot be determined by the Budding <br />Offlciot. Truss manufacturer will supply engineered shop drawings for <br />but..diip deportment approval, and all trusses supplied wet be narked <br />O ccorWngly. <br />23. Provide mechanical ventgotbn capable or prrvldinp 5 <br />air changes per hour In batMoons, water closet Compartments, foundry <br />and STri roans. <br />24. Exterior joints Shall be sealed. Caulked. ga5kettetl o^ <br />wfatherftrlpped to lint air leakage at the following openin,, <br />0) Window, L daar frones b) openings between walls L <br />f Oundatlms c)betoen walls L roof at openings at Penetration of utility <br />services d) all other Openings In the bulolh0 envelope. <br />25. Material, a) Ml112 No Training lumber b) Use HFw2 him PT plates c) <br />JIB' Nn APA rated Plywood d) 2000 psi min concrete strength e) 24F-V4 <br />nln Ulu -ton timbers per 106.3.3 <br />26. All exhaust ducts t0 be 26 GA r/minum (UIIC Sec 601.7) <br />27. All fasteners In contact with PT moll rot-mp Raiv or stainless <br />3-3X6 <br />BLOCK BETWEEN <br />JOISTS <br />11-7/8- PM-90 -CASCADE- 1-dOISI 15' O.C. <br />/' 3/4' SLIWLOOR BLOCK <br />PANEL EDGES x <br />IOD d o 4'c BOUNDARY <br />6'oc PANEL EDGES <br />13'oc FIELD <br />A35/LTP4 • 74•oc 4X8 <br />�BLK'G TO PLATE <br />-CASCADE- I -JOIST 16. O.C. <br />:;- <br />60, <br />--Wrl i IN <br />ZD <br />23'-3' � <br />f0' <br />24' :' i 112' <br />3-7X6 <br />60' <br />P <br />SWEARUALL <br />EDGE NAILOG <br />T"rP 4 PLCSI <br />BREAK SUT'G <br />BLK'G OR Rift <br />JOIST ONLY I <br />R-21 UALL INSULATION <br />6d a 0' oz. <br />Rim BOARD PER rT-R T-YP <br />JOISTS PER PLAN <br />R-30 UNDERFLOOR <br />INSULATION (WERE REO'D <br />A35 a 48' oc. <br />DOUBLE TOP PLATES <br />INTER -FLOOR DETAIL <br />NOT TD SCALE <br />5.114.18 PSL - <br />\-M5T48 PL TO BEAM <br />SOLID BLOCK BETWEEN JOISTS d(1' / I <br />OVER BUYS, WALLS. ETC. <br />/ <br />4X10 DF2 4XIO DF2 <br />N <br />I <br />Do <br />3' <br />7 <br />JOIST HANGERS 4.3X6 <br />1 ^ <br />01 On <br />vc E<i <br />0 0 > <br />f• <br />•�U ti ti <br />a N <br />to <br />N to <br />n <br />IA do <br />doU <br />-/ <br />O <br />C O <br />!A <br />m I <br />f • d o <br />i <br />NC` <br />6 <br />00 <br />N <br />gJ <br />J <br />o <br />10, - 4 2'-8' <br />a <br />n <br />ca <br />m <br />a <br />u <br />