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Plans . . „ . • . RECEIVED t) CK *R.t--:p C,E Ake NT - PN-R-11 K SONI 1-1C2Z - bi '6 - 15-i9 0 APR 2 2 Z019 I Lc Lo--ra 0) 'a c•-•\m 'PL. en e-- i->I1Q- 0'74. "t--1 z.2.9 CITY oF--TIGAR'D CTTY OF TIGARD BUILDING DIVISION P' '''''i'AV i:1.) 'Wit CODE COMPLIANCE. OFFICE COPY he aty of -1,c.:,arci and Its rcrmit #: fy\,S ( ao-ic -- vs....:, ) ,,,,,rnpk):,,62, Address: V,D.kal)- 400 Cefl ati :'esp 0 n..:th i,, ,';),' .1. -:,Iepancfes Suite #: B). Date:PePr- Date: S-1,?../ 1 _ t - 1-1 : • 1 i 1 7-) / H 2 it 1 - ;, .., f Approved pians I shall be on lob sqe. ___ _ _ VALIDITY OF PERMIT ( , 1 Z 1 1 THE ISSUANCE OF A PERIM- BASED ON CONSTRUCTION DOCUMENTS AND OTHER 71 DATA SHALL NOT PREVENT t i ! 1,- ----,--- 9' La ' ' - ct'to --______1 1 , THE CODE OFFICIAL FROM ' REQUIRING THE CORRECTION 1---= -* 1 I I i 17 1 OF ERRORS.ORSC 105.4 - i rzi,11 i — -, - i IF-- / --- / ( , "P 1 ! , 2 2: i( z 7 0 FoDT E K i . ii_____/7---/i' 31 4----- 1 11),E.---:P 0 •1 2ii Tu., T-: ).', s ( u . L-1 - 3 RET:9\K Ii - 1 !7 1 CO LON\ N ID ae-K. 'ReP1,--,1k-C_ TY\e'l\h- - eV)i4Az?..\•<-1,N GO N H 42;0 -: 61S - 1'5-(5)0 I(4 to 7 2. 6 VO tbl-tt". 1L -71 6.-.."'RT o cli 2.2 Li I 11— Z to" Kficti 1-I NI C-i I ___ ____ i ,r _____ _ _ „. _ 1 Y ax la BE-Ati\ m 1 1 i (..9 X th POtT iii ..1; i (D Y l.9 SrAt4° ‘ 1 ' '411, 0, T _ u- - coLopt\N -ep\se- , --- U F114‘0 .. t , .., j , ,.. , . \A ' • , c , , 1 __. 1. .... 1 L4-}-1- .....--k 31 1 1 ' Mil - -7 - 4.---1-22'-I-- --4-22"- e- t ti . li 5 CPc 1....E .4 /#.4 22 C:1 PooTER, W VT'ti I'',. 1 \eN, O G o Q `iTa E c 0 DECKING 1R507.41: r g size: ❑2x Dive-quarter material: Opreservative-treated ®plastic composite Onaturally durable (e.g. cedar) . orientation: ®perpendicular to joists Odiagonal to joists m ! 2 ©JOISTS 1R507.51: size:02x6 02x8 02x10 M2x12 spacing: 012 in. M16 in. 024 in. (F - 0 IAspan,LI: t l ft. - 0 in. 5pcu r L..1 — cantilever: t ft. - in. (LA/4 MAX) rim joist: 02x6 02x8 02x10 J2 2x12 Onot applicable ©BEAMS IR507.61: V plies: 01 02 11C132 W size: 1:12x6 02x8 02x10 IZ2x12 04x6 04x8 04x10 ❑4x12 ❑ x 0 span, LB: q ft. - t0 in. 0: W cantilever: I ft. - in. (LB/4 MAX) Z > N ❑D 3 POSTS IR507.81: 1"' O ti size: 1:14x4 04x6 it6x6 ❑__x_ oIX o height: 4) ft. - I in. `~ 1:3 FOOTINGS 1R507.8.11: a co size: 7.Z in. ISlsquare ❑round o: IX LLI thickness: I c6 in, a. p LEDGER IR507.21: size: 02x8 02x10 III2x12 fastener: 01/2"through-bolt 441/2"lag screw ❑code-compliant alternate(attach report) fastener spacing: 15 in. on-center © LATERAL LOAD CONNECTION IR507.2.41: EFFECTIVEMARCH,2018 g(4)750 pound hold-down tension devices(detail 1/SO4) 0(2) 1,500 pound hold-down tension devices(detail 2/S06) REVISIONS ❑code-compliant alternate (attach report) NO. DATE' �H GUARDRAIL POST ATTACHMENT IR301.51: m.— ._ 1 Eletails 1-3/S05& 1/S06 ❑code-compliant alternate (attach detail). 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. Project Specific Information 1) 0--K ?, (, tvC,C-M�Nl` - Pfd R.K_i N 3 O N - 4 Q. 5($ ' 15( 0 NTS t lv(Q72 5 W r3f+-h 'P . ""(-t C-ztk111 (�R 91 V-M S12