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Report ,27$r2019- 00z/b9 /©/3,S 6W 8a.z.Virev sr ®DECKING 1R507.41: J co size: 02x ❑five-quarter RECEIVED o material: ❑preservative-treated Iplastic composite Onaturally durable(e.g. cedar) o orientation: perpendicular to joists ❑diagonal to joists DEC 3 1 s 2019 �� � -_ ©JOISTS 1R507.51: CITY OF TIGARD 11 �a size: 02x6 1x8 ❑2x10 02x12 BUILDING DIVISION spacing: 012 in. X16 in. 024 in. span,Lr: in ft.- in. cantilever: t ft.- 1 in. (L114 MAX) rim joist: 02x6 12x8 02x10 02x12 ❑not applicable ©BEAMS 1R507.61: plies: [•1 02 03 LU size: 012x6 ❑2x8 02x10 02x12 ❑ 02(4x 4x6 04x8 10 04x12 0x W eis 1r it Le: ft.- 0 in. cantilever: a. ft.- 0 in. (LB/4 MAX) W z ' 8 Q POSTS IR507.81:. g H o size: 04x4 .104x6 06x6 ❑ x d. 0. height: I ft.- et in. 9 it- °P N ED FOOTINGS IR507.8.11: size: in. 17square ❑round w W thickness: Gil in. Ce OLEDGER fR507.21: CL size:) 2x8 02x10 1:12x12 fastener: 01/2"through-bolt 01/2"lag screw Clcode-compliant alternate(attach report) fastener spacing: in.on-center ©LATERAL LOAD CONNECTION fR507.2.41: EFFECTIVE 0(4)750 pound hold-down tension devices(detail 1/SO4) MARCH.2010 pp)) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS Ocode-compliant alternate(attach report) NO. DATE FI. J GUARDRAIL POST ATTACHMENT 1R301.51: Jfildetalls 1-3/S05& 1/S06 ❑code-compliant alternate(attach detail). NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Project Specific BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. Information 0 Project Specific Information NTS S12 N y 1 DECKING rR507.41: ,I14 size: 02x ❑five-quarter REC h material: Opreservative-treated %plastic composite ❑naturally durable(e.g.cedar) EIVED ' F e orientation:riPerpendicular to joists Odiagonal to joists DEC 312019 ©JOISTS[R507.51: • size: 02x6 10x8 ❑2x10 02x12 CITY OF TIGARD spacing:012 in. j16 in. 024 in. BUILDING DIVISION I span,Lr: ft.- !�i in. cantilever: 2., ft.- I in. (Lj/4 MAX) rim joist: 02x6 8 02x10 1:12x12 Onot applicable ©BEAMS 1R507.61: OFFICE COPY plies:311[.1 02 03 W C1 '' size: 2x6 02x8 02x10 ❑2x12 04x6 04x8 ®C(4x10 04x12 ❑ x span,Le: la ft.- 0 in. cantilever: 2.. ft.- 0 in. (LB/4 MAX) 2 LI.1 z > 8 El POSTS IR507.81:, size: 04x4 , 4x6 06x6 ❑ x a a O 6 height: ft.- 0 in. 5 mimi N 0 FOOTINGS 1R507.8.11: V size: in. _risquare ❑round thickness: gain. x Iii Ce 'LEDGER IR507.2j: EL size:1R2x8 ❑2x10 02x12 fastener: 0112"through-bolt 01/2"lag screw Ocode-compliant alternate(attach report) fastener spacing: in.on-center t re(r .y.\ ,,,(\)m ©LATERAL LOAD CONNECTION FR507.2.41: EFFECTIVE 0 4)750 pound hold-down tension devices(detail 1/SO4) MARCH,2018 J l ) 1,500 pound hold-down tension devices(detail 2/S06) ❑code-compliant alternate(attach report) REVISIONS NO. DATE Q GUARDRAIL DRAIL POST ATTACHMENT rR301.51: Adetails 1-3/S05& 1/506 ❑code-compliant alternate(attach detail). NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Project Specific BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. information Project Specific Information NTS S12