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<br /> S'I RU 4I'I71 ' 3,3 L,NOTES 6. Spike all;laminated Members together with 10d nails @12"o.e.
<br /> . D. 1I 1cavatitig and fill staggered,Sp lice laminations at supports only.
<br /> Constructit ii to meet Intergnatio dal Building Code 2fI//{btu'201 7. Ltaininsate t�++c full-height studs to cripples under headers sad lilocl
<br /> 1, E:tcavation and fill shall generally*adorn) to IBC 201 s►ilid to beai�iing,
<br /> A. Live toads Chapter ISA and Appendix 3113C 201 8. Prtrvide out a asher�s for all bolts bearing on wood.
<br /> floor/ now Load f 1 Foundation, 9. All nails shoe Id be common wire nails.
<br /> wail,and slab argus shall have all existing unsuitable
<br /> Wind w 110M;nx. Exp.'q fill materials removed and dieposed of off-site,and be excavated
<br /> 10�G lie-l:amiaeat,d be'fs,Douglas Fir,A FTC-grading: combination
<br /> aiattion
<br /> Seism c-Cb'j:agory D down to suitable undisturbed native sails. 2�IF-V4 for sii nple s paps;•24F-VS for Cantilevered spans.Dry
<br /> DECK LL 60 PSF Excavated material may lie used for fill if approved by Engineer r or c�indifion of is se.
<br /> B. Soil and EMU)lation Mata Geotech. AYChitecttiral Appearance grade where exposed to view.
<br /> 1. idasign.hearing strength l5'b0 psf Coefficient of:Frictions 0.25. Fabricating pl ant ITC inspected.Wrap individual members.
<br /> Passive resistance=300 pcf. Carry all footings e.own to undisturbed E. Wood Roof Trusses Sribmit shop c iratwiings for review prior f abricatiort.2-1/2 rt.wide
<br /> ,oil; rillrimurra depth:=1'4t9 nless a�ot li p►lr�iins shall I e industrial grade.(FB=2�100 psi; Fv=16Spsi;
<br /> 2. Carry ail footings down to ).ndist orbed god,Ink WI m depth=1'-6" Stull be factory fabricated t;russes�.Design and fabrication shad R�1.8a:10 pa i; C.6541psi).
<br /> sinless ii ited or compacted hill 95% per ASTMV1 Iii-1557, conformwith the requirements of the International 3uilding Code 11.Pllywood: ]Fool:sheathing to be 15l32's C••1a1 INT-APA plywood with
<br /> and Design Specifications knight Metal Plate Connected Woodesl rior glue, P.!. 24/0(Use 5-ply for panelized roofs).Nailing
<br /> C. Contrite Trusses published b . the Truss Plate Institute. 8► 1 6"'a. c.al Panel edges, 8ei@lfl" .tar intermediate supports.
<br /> 1. Detail,I ibricataa,and place •e-steel:as shown in CI" Manual of Oriented�tta�i�:I board of equal'Strength i may be substituted for
<br /> !An#tii►eering de alg>s and shop drawings beai-iiag the stamp{;f af Y
<br /> Ronda d Practice"ACI 1E9. plywood.
<br /> l prefcssional engineer registered its the State Of Washington and
<br /> 2. Concrete of following 28 di;,,test strength. showing all details if construction required fora coitnplete 12, Pire-fabricate I members to be designed by Washington State
<br /> a.f'=3000 psi,F -1l`.Z saj:k cenie,at per cubic ;yard,( no testing inatallation shall be Nubnpitted to the Architect for r'eviewa licensed struci arid engineer and in ae brdance with requirementsrequired) shown. Subnii I'complete shop drawing with engineer's seal for
<br /> b: Precast wanks f=300)psi. Renders 2-2x8 typ.interior bearing walla for DF#2 3'-0" review prior to fabrication. •
<br /> c. Maximum)slump 4" 3-200 or 2-2x1.23 eiierlor walls DF#2<5'-0
<br /> d. Reinforcing fy=40,0110 psi, ( gutless otherwise noted on plan). \
<br /> 3. over(Clear D:inlensioris). II Structural Steel (N , J
<br /> a : xterior facr of veal Is 1-1/2". I. Timber Framing 1. All steel except tsnl ing ASTM A-36.
<br /> c. 13ottom of elevated slabs 1" clear. • 1. All lumber to be graded per Book No. 16 of the West Coast Lumber pipe; •AS';!M• .- 3,type E or ,grade 4{l.Tubular section AS TM
<br /> 4. Lap all:field splices`'r0 diam !ters.Bend well and footing bars 18" Inspection Bureau,: IJF/DF No.2 for joists;rafters and light ' A.500,Grade 3.AU bolts AS' A-307/AI TM A-325,typo X.
<br /> around framing, 4" ° g2. Ail
<br /> fahricatio n,erection and detailing in accordance with the latest
<br /> i" Plates,bracing and wide bums. DF#. forpost and �b
<br /> all corners,or use corner Itiit;rs. other beam.HIE/DE stud for 2x4 studs. of M.sttual of Steel Cotnstritctio:n of the American
<br /> I It stitutte of St eel Construction.
<br /> 5. i)vwel all exterior prr�ojectitit s to structure vwitha 4 bars at IV 2. Comply with a latest edition or the Nlr 'A saationat Design
<br /> hooked into wall. Specification"as modified by tin''IBC €or ail structural timber 3. All welding b;, y BO certified welders in accordance with 4'
<br /> 6. Place no backfill against f u adatmu walls until Illoors are in place. requirements. Welding t a i�:llgpcat;" icy the American Welding Society,
<br /> 7. Incorporate to caleiiuin rhla ide admixtures wlie re aluaniilurtm alloy 3. AR 2 inch !umber be kiln dried. 4. AO welds to b ! /16" minimum eonoti ltz►us fillet welds using A:SW
<br /> materials are embedded. 42" Ag,E;'OXXX ,electrodes.
<br /> . Joists and rafters to have thick solid blo king at supports.
<br /> 8. All weedforms used for OHcrete in the ground ar between ,5. Joists to be anchored to masonry walls with l0ga.X 1-{!2,"x l,Q" S. Field burning of holes is not allowed *Biota inspection by
<br /> i'ouisdat ion sills and the gm;nd shall be a•enlovet i.. steel anchOrs(with 2"hoofs)@4,_ �>r 0 o.c,Max.Nail to Joists or
<br /> engineer,
<br /> , blocking with a- 10d nails. 6. Provide�usle::rp on bolted copuectionso
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<br /> , : 8,ei�.T�tAr,, • pc tor* 14111M4Ale. , . --pp a.sc++1 l CITY OF EVE R ETT
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<br /> VIEWED FOR PERMIT .
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<br /> _ 412,0 AVJG l
<br /> '+ APPITZ p t:Z': rmieRttte25743WA7743 i7RAWN tri' '.' 2 4;52h; 7 '
<br /> CONTRACTOR SHALL VERIFYALL
<br /> DIMENTIONS PRIOR TO COMMENCE _ R�r+sao
<br /> OF CONSTRUCTION ?' Fo- 5 , BAR.,,. .TP\A? . '
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