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\C\S-raLAC‘ - . .5") .1 - \\r- •-. -__Sv...) (nZsz.s,-,:- Ci 1 . cl 1 i i 0 DECKING 1R507.41: size: 02x ave-quarter , material: Dpreservative-treated bplastic composite Onaturally durable (e.g. cedar) orientation:pperpendiculFl E CE V i--:Dar to joists Odiagonal to joists E JOISTS fR507.51: SEP 5 2019 size: titZx6 $2x8 02x10 02x12 spacing: 1j2 in. 016 in. 024 in. CMY OF TIGARD span, L . 1 ft. - in.Moo.. BUILDING MOON cantilever C-, ft.- in. (LJ/4 MAX) rim joist:R2x6 Px8 02x10 02x12 Onot applicable 0 BEAMS 1R507.61: C.) plies: 01 `0,2 03w size: 02x6 I32x8 02x10 02x12 04x6 04x8 04x10 04x12 0 x ce CI o span,LB: Li ft. - in. la tx cantilever: ft. - in. (LB/4 MAX) V-- 0 0 POSTS 1R507.81: size: 954x4 04x6 06x6 0 x height: % ft.- in. D M IX <NJ t) El FOOTINGS 1R507.8.11: 2 u) size: 12_ in. Osquare round ec ILL,1 thickness:Z...-t in. C4 a. jLEDGER fR507.21: size: px8 02x10 02x12 fastener: 01/2"through-bolt 01/2"lag screw 04,code-compliant alternate(attach report)L.c.-01L fastener spacing: iik, in. on-center(j ) 60-4-k [ )LATERAL LOAD CONNECTION fR507.2.41: EFFECTIVE MARCH,2018 0(4)750 pound hold-down tension devices(detail 1/SO4) 0(2) 1,500 pound hold-down tension devices(detail 21S06) REVISIONS • Wade-compliant alternate(attach report) OTI-Lz_ ----x...- 0.:--7-p_,, ,,:a,L-:-i- .--c ,..1. R1,4 NO. DATE H GUARDRAIL POST ATTACHMENT[R301.51: Odetails 1-3/S05& 1/S06 Wade-compliant alternate(attach detail). — oc, , Project Specific NOTE.THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Information BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. 1 Project Specific Information S12 NTS S12 ' • f- ;O oer E ; A[ 1 DECKING 1R507.41: Mv. c F. size: 02x Five-quarter material: ❑preservative-treated aplastic composite ❑naturally durable (e.g. cedar) , i 1 orientation:,perpendicular to joists Odiagonal to joists RECEIVED s a o3 ©JOISTS 1R507.51: SEP 5 2019 size: 1 x6 $2x8 02x10 02x12 i I;r,Ar�D QTY OF spacing:U1,12 in. 016 in. 024 in. BUILDING DIVISION span,LS i: `5 ft. - in.MA cantilever: (", ft.- in. (Lr/4 MAX) rim joist:$12x6 K2x8 02x10 02x12 Onot applicable ©BEAMS 1R507.61: VW plies: 01 ' 03 ❑ O _ _ size: 02x6 1x8 02x10 02x12 04x6 04x8 04x10 04x12 ❑ X span,Le: `4 ft.- in. K 7' a w cn cantilever: 6 ft. - in. (LB/4 MAX) 6 F— o 0D POSTS 18507.81: o size: 4x4 04x6 06x6 ❑ xc� height: 53 ft. - in. m 0 i ®FOOTINGS 1R507.8.11: o: W size: 12.- in. ❑square Pound IA thickness:Z.,'( in. 0- ®LEDGER[R507.21: size:P2x8 ❑2x10 02x12 fastener. 01/2"through-bolt 01/2"lag screw *ode-compliant alternate(attach report)(.... x.166_,%,_ fastener spacing: ik, in. on-center( .) EFFECTIVE ©LATERAL LOAD CONNECTION 1R507.2.41: EFFE 2018 0(4)750 pound hold-down tension devices(detail 1/SO4) VISIONS 0(2) 1,500 pound hold-down tension devices(detail 2/S06) RREENATE code-compliant alternate(attach report) 0-i-TaL -�. dc, -,--p.,,.._• --l`ct `"-f ,T-0, p�•t_) ®GUARDRAIL POST ATTACHMENT 1R301.51: Odetails 1-3/S05& 1/S06 erode-compliant alternate(attach detail). — r x5 , ? ► Project Specific PROVIDENOTE;THE PERMIT APPLICANT SHALL E APPLICABLE Information BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. 1 Protect Specific Information c h S12 NTS S2 .,