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General Dr -wino Notes New Construction SoeclFlcations
<br />DEcIGN CRITERIA,
<br />WIND LOADS Per IBE Method 2, Bsc Wind Speed-85 nph, exposure B
<br />SEISMIC- Per IBC-, I=ID. SEISMIC DESIGN CATEGORY D, SITE CLASS D
<br />ROOF LOAD. OL•15 PSr, LL.25 PSf
<br />r LOOR/DECK LOADS DLo10 PSr, LLw40 Pir
<br />SOILS Assuned 2000 PSF At( ..ade Sol Bearing
<br />CONCRETE 25M PSI 2 29 it,,,, Grade 40 reinforcement- covers. 3' rim
<br />The f.11owbg basks Iron the Im.'ratloral Readentlal Code (in) 2009 shall be
<br />adhered to F this Plan -set (rat all .tens my apply)
<br />1, I Braced Wad Lines are require ver.awal— L
<br />depths exceeding iSe.-end-s6rcos of BOMn or less. g
<br />>s-s�+.eu.�u length f Yp rood
<br />Braced panels prt mi,, n ton Zt noRtes
<br />g
<br />ShedtM',ng-yFg ft vJnu+ length with ./2 GVB
<br />a Section R302b. Mouse to garage soporetlon shall be of
<br />Pw
<br />'yt GWl)apeorsrna far to these nor ns shall fee bet1-3/R'nrWisin thickness?sold
<br />core, Won sr1F-closer bard.ore. n
<br />3. Section P270B. All snorer arras to be Finished elth a smoth.
<br />mn-absorbenl mtrNol t0 a height of 70' above Wan.
<br />e. Section R3D7. A t.Imt compartment shall not be toss than 30' .ids,
<br />.no hour 0 front clearance of 24t [etl b woo
<br />5 Section R6%. M..onry shot' hot In. supper' y any
<br />mention.
<br />6 Section Ratio. Crard space under floor plats shall be at Ire Neu L o
<br />nirwlyn of 12- to batton of oirclers Underfloor area to be P^
<br />Tian d'nimum 18121' el.e access, located rlinia n 20' of man Plumbing
<br />Ceon-.ut.
<br />7. Section R317. All wood In contact with comcrtte or masonry shall be
<br />or...... treated.
<br />a Section R317. Woo girders entering concrete or mosorry shall be
<br />,.owed with 1/2' .Ir space an aides, I.P L end
<br />9, Section R408.1. Miwwwn Foundation wntNOtiom I square foot for every
<br />150 s0.are feet of uhorr-floor area. Covered with 1/4' or less ."
<br />hash (restricts opening area 25%)
<br />10. Section R302. firestops shall be provded 10 cut-off contested Waft
<br />Openings between storks and roof space.
<br />11, Section RB07. A 22'..30•h attic access oprnino shalt be provided In an
<br />area that has 30' anima of headroom.
<br />12. Section R11062. Cross -attic ventl.thn required at 1/150 of the attic
<br />err. or enclosed rafter space Continuous
<br />vent each enclosed rafter
<br />space. If rafters are enclosed L roofs .run of Road sheathYp, a
<br />continuous ridge vent is m W"OL Cover vents with IEl' no. opening
<br />rash.
<br />13. Section R311.7.4. NO~ staveay rise Is 7-3H', nidmun run Is 10'. rt,w.un
<br />ne.droon Is 6'-81. Enclosed usale space under stairways shall be or
<br />1/2' Gypsum Wall Board (GWB).
<br />N. Safety gla.bg shall be used h 1) doors other than
<br />.ordrabr. 2) bathtub L shower enclosures, 3) o'o¢Ing less than 67 fron
<br />floor L adjacent to a door idthin le, L U glazing in excess of 9 saw ft
<br />L frown Fl
<br />less than IB' froor. oR30a4 Mefardous locatbns15. -
<br />paswsMtMtugh, Le2ihobnve ran, structure owithinr10'il
<br />,Co
<br />mbustible
<br />art chlnnry' its.o100116 Telthin V rnkation f fireplace, 17. One 110 unit, battery back-up. Interconnected snOkr
<br />detector In each bedroom and nattily leaning to . bedro01
<br />Igo Eaves have 16 thick Poach boards, Man 5- prelinsbed continuous
<br />"lot gutters. Matching 2'K3' downspouts with Concrete fpl.shiamCkS.
<br />20 Slope rWsh geode away from foundation wait, 1/1'/Ft oin. For 5' iron
<br />foundation.
<br />21. Minima .Riling retort in structure Is V-6', with
<br />exceptions for hails, kitchen L bathreons to be 7'-0' nln height
<br />22, Trusses shwa be desgned by a licensed V.RhriGton
<br />State Structural Engineer, Shoe lead MR1 be oat ... Mod by the Butang
<br />Official. Tr.ss nanufactvef east supply "petered shop W..r,gs Far
<br />bullding deportment approval, and it trusses cuppova oat be marked
<br />.ccord"Otyr
<br />21 Provide m.andnicol ventlatbn ..pads of W.x.dkg 5
<br />air charges per hour In bathrOOM, water closet coopartnents, laundry
<br />antl tiMae roans,
<br />2e. Exterior pints shalt be sealed, cautketl, gasketletl or
<br />vothrrstrlpprd to toll air leakage at the fdlowlrq openings
<br />a) Windows L door freers b) op n6rgs between rolls L
<br />fWndatl0.s c)bet.een halls L roof d) opoeWVS at penetration of 1:141ty
<br />strokes d) It other openings In the iodide, envelope.
<br />25. MaleNob a) MFs2 inn ironing lumber b) Ilse MF92 man PT plates c)
<br />3/8' nin APA rated plywood to 2000 psi inn concrete strength e) 24F-V4
<br />nin du -lam timbers per 1D6.3.3
<br />26. All exhaust ducts to be 26 GA rums, (List Sec 601.7)
<br />27. *At fdstrnrrs in font.ct dtn PT it h.t•dip Daly or stillnins
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