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Plans 1,547 5-4) 5- a>ty ,/,5 7- i6 -D 3 7 LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Community —W WATER LINE DesiLn 12564 SW Main Street / l r {v� OO • MANHOLE Tigard,oR 97223 I .--t— — —LILA-- �� 1• I m 503 94,-9484 I I N N-�— 1sIt I ■ CATCH BASIN I I C/ I I s , « O I STREET LIGHT DATE: REVISIONS12/,sizo,s I I ` I I 19.00' 20.00' TRACT J D4 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I 251.2� SC 34.0'L II4.50' ;;cq 3.00'1 EROSION o EROSION CONTROL ' I — 25 .5 PUE STREET SECTION, SEE 1 © CONSTRUCTION DOCUMENTS -E--- �� — I I I I II I I I r / GARAGE ' I I i SETBACK SUMMARY I 6.00' I i r- � 6.00'` I I I ' FRONT SETBACK: 12' I , I i I . I I SIDE SETBACK: 3' / P k WI i E IL , I 1 III I J STREET SIDE SETBACK: 8' I N' ni , N I N ,I REAR SETBACK: 3' TRACT A I I lit 1 ' PORCH SETBACK: 8' I ca I i co11 72 ISI 71 'I I :1 v 1 I I 2,720 SF I ' E I ; I� BUILDING: 4B i i I ' 1 FF= 253.5 I I4 I 1 -T 1 I _ I 1 11 i J -I1 L 1-- 1 o 1 I PORCH 11: o� I I I , LOT COVERAGE: N 1 1 I -- 1 l I I LOT AREA: 2,720 SF POLYGON AT 1 25.00'— —___ — N ',19.06' _J PUE •II BUILDING FOOTPRINT: 1,111 SF o I sr�yl.�r SIDEWALK WEST RIVER DJ ���� � _ "---.1— ` — COVERED PORCH: 144 SF TERRACE H ••••• ,__ 34.0' ,� Vgi v�.a ,, • 3 c A X242.3 •� -� '� CANTILEVER LIVING SPACE: 0 SF csic I11r TEE: 2'"I CAL.) REET . . ` > - �'�Q a ��► its;ag ;�iiCOVERED PATIO: 0 SF 'Si ,3 a 'J•�� . N COLDERRAIN TREE / - VW �� PANICULATAT csi _KOELREUTERIA DECK AREA: 0 SF LOT 72 0.Q �� !� WATER METER I TOTAL COVERAGE: 1,255 SF PLOT PLAN o 0. ®-�24.00' s- s� I SD I 2 STORM LATERAL 36.00' o / \ SW SABRINA AVENUE411) 46.1 % a — • ss I 55 > SS— IMPERVIOUS AREA: 1,620 SF `o SANITARY LATERAL I 117 4 (::' 7• 1111C111111/4./AIIII % Aill7\60: '......;71.1111MIIIIMINIIIIMP"IIIIIiiiplal.11111111M,IIIIIPPINIIII F— _• • a..• A {_��-�,�.�i—i1 CITY OF -r1 n n Approved by Planning 0 POLYGON NORTHWEST (503) 221 -1920 Date: ".-/ 'I� 3 0 / ‹.. PROJECT NO.: 395-029 2 S 1 W 6 Initials: V TYPE: CONSTRUCTION CN LOT 72 (R-7, STANDARD) SCALE REVIEWED BY: PRE 10 20 POLYGON AT WEST RIVER TERRACE _n Q 13678 SW SABRINA AVE 1INCH=20 FEET Z ROSEBURG FRAMING SYSTEM" Al / 4 quality engineered wood products forfodays buil er- ,I FILLER R o PACIFlC WMBER CGPYRIGHT AIllyINSTALL PETAL Id MATCH These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 1. RIG I Y VAM-LVL RI VI DRI M: ----- , AREA Or Bi Krs » The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ TO rosy eeove Company,which retains copyrights to,and ownership of the plans.Use of these plans b an other QO �VRO FOREST s ° OSSESSIORVESTPROLAILTS `� _ ` - % P P P y y r �l FACE S ta.u.s product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 1i I i�. t(i'r- roP �� DoH or.os� copying of these plans,Infringes rights under the Copyright Act,Infringes face liabilities that include d I,I'� 4 :,._w,„ 40,-4 JOIST�.� ear eo 1 i/ / rice sr s• penalties of up to$20,000 per work infringed,ands 100,000 per work infringed willful); R RFP (` 1.1-AN6E AND I' /2 BLouc RtM'fBaAGFOREST PACdaIL`7S DOL I-JOIST CONSTRUCTION n POST LOAD TRANSFER DETAIL - _ CONTRACTOR NOTE$. T S FL NOTESr C TS NTS. j.1: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS K 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING BOOR 1-0AD/N6, _f ( I I FOR PLUMBING 40p5f LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS 61.3TEPIN6AREA5n 3Opsf LIVE LOAD 1 2psf DEAD LOAD 'COOPLOAD/N6, 25p5f LIVE LOAD 1/psf DEAD LOAD A j R1 Ri Si J3 .. }g Si - ' SI I R19 J3 J3 i i' J2 __ ....... J2 ____11... .............. J3 J9 ... __. .._J3 ` R1 _R1 i R, II ._. _.. I r , r I -- __ #�::::J1 .... - €-, PL12-21 1 (MAIN) I Mrk* POLYGON N Material Width 4 Depth'/ 2 4 201 Grade Gty Gut Lth Tot Lth r ......_.. .. ....._._ J1-- ............... .......... ......._°I --- ......... ......... --Ji ......... ..._...._ < Si OSB Rim 1 9 1/2 s 16 96 J1 RFPI-20 1 3/4 9 1/2 13 22 285 J2 RFPI-20 1 3/4 9 1/2 2 15 32 J 0 ___ _.. -11 .._:.:. -_-: _-- ' _-. -_. V J3 RFPI-20 1 3/4 9 1/2 4 4 16 11 (2)J0 1 s < s 2)J61 II I::.J 1 0 J4 RFPI-20 1 3/4 9 1/2 3 24 12 ry .... .. ...._` ,J J5 RFPI-20 1 3/4 9 1/2 1 20 20 a- PATIO 52 =R, Si J1 J PATIO Jb RFPI-20 1 3/4 9 1/2 2 2 4 J"1 RFPI-20 1 3/4 9 1/2 1 12 12 0 Il 3 _- 11 0 Si RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 25 n J1 `-- 15 lr ir �r et JB1 BLK61.-15LVL 1 3/4 9 1/2 1.5E 4 3 12 LL .... _. 11.. Jb }b }b Jb 11 — 152 BLKGRFPI-20 1 3/4 9 1/2 15 3 45 a n -- }5- I ::: }� .... t 1 i r::. JT __ J5 ... .._. K ]I E Accessories Pi - _. J1::: _. -. ::::} -_ ..... N H1 ITHO 1'1950-or-ITT9.5 5 R 1 (2)JB 1- R s�,(2)JB 1 ... I '`-1 J1 J E2 J�2 J 1 4- J4 I1 J4 11 --- ' ::::::. -: I1:::::: }q _-. ::::: R 1 0 CONFORMS TO DESIGN CONCEPT J- J-1 J4 -_ .-. _-- CONFORMS TO DESIGN CONCEPT Wli y --: J4 .:.: REVISIONS NOTED BT- 't--- -- B.1---- . NON-CONFORMING-REVISE&RESUBMIT �r �1 1 • START START ¢ I i 1-iS SH P.1,693,3.0 a FV Ppr 1,111 CO:M,FRA :..-R?NN: Y.i DEN.3:1 1y kl .k i E 1FE FRAMING J1::::II II 11 FRAMING ; .1 P CI RE1S506.559 rr d fPHT609AKI 016R1i,Y N-G ,t:c HERE \ R1 1 / HERE P:000r OVER NM s.s J,ti J 1---11 ® JB2 I.... -,— :2 - -- I1 J 7 By David R Burnett Date 10/6/14 , i1 �� I 1 ii "O MILBRANDT ARCHITECTS h r1 WALL 4 BLOCKING -- ALL 4 BLOCKING IMPORTANT/_ ONLY FOR(A)PLAN WALL LINE WALL LIN •NLY FOR(A)PLAN REFERENCE INSTALLATION FOR(A)PLAN =0R(A)PLAN GUIDE FOR ALL FRAMING DETAILS AND I-.JOIST INFORMATION PacithiLumber & TRUSS COMPANY LEGEND: �'� WHERE PLATE NAILING AT SHEARWALL ( H --HANGER CALLOUT LABOVE EXCEEDS ONE ROW,PROVIDE ADM. PLAN DES. 4A5 11/2012 ®/ !BLOCKING OR WIDER RIM MATERIAL AS -SUPPORTING POST RED'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) ® -POST LOAD ABOVE PLAN NUMBER: 4A5 11/2012 El CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 R -RIMBOARD CONFORMS TO DESIGN CONCEPT DESIGN FIRM: MILBRANDT PL 1 2-2 1 1 LB -LVL BLOCKING REVISIONS AS SHOWN -OM LOCA JB -JOIST BLOCKING NGf coNfO.'vMI'dG-RE:'ISE AND RESUBMIT 0/111'DESIGNER: J -JOIST CALLOUT - 011 396 2.5.46:10 cl 1111 9c:101D FM 6110.9.o'l cawlct 'Ai E J.fai tryIkrt SK.1 AkS 01.6 51 41:11V1 93. SALES OFFICES CONTRACTOR KAMI BELWOOD B -BEAM(FLUSH w/JOIST) 611,4nun ES 0. I CP .6.F A44k: 4T 1E 5930 5W JEAN ROAD MAIN FLOOR JOIST LAYOUT k 4 C R S h E F I 16969 AEP I1 LAKE DSWEGO.OREsun 91035 HDR -HEADER(BEAM BELOW JOIST) E !.ST:.L9n%, s.s::o NAM.E.I. C.tLkSFRS, SWEG OREGON 5 DATE:10/26/12 "' T.ak R.Eaten ,ret;,.SECtemNI 19,2011 BOO-BEAM BY OTHERS SCALE: 1/4'- 1'-0- GT ENGINEERING INC SHEET: , of 1 I OX CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ REVISIONS NOTECONFORMS TO D CONCEPT WITH >o 0 NON-CONFORMING-REVISE&RESUBMIT w =..CO o THIS SHOP DRAWING PIAS BEEN REVIEWED FOR GENERAL CONFORMANCE c.. I.--2= N 1- = o w _ WITH DESIGN CONCEPT ONLY AND DOES NOT REL=E'YE THE H t.o c i FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN • CD�+ START FRAMING HERE POLYGON NW DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE =▪ La-me= 1L J L AT = z F w I PRIORITY OVER THIS SHOP DRAWING. w I-==? By David R Burnett Date 10/24/14 ce 7i-,mcc=,t" o RMt 4BC CC-fo=� MILBRANDT ARCHITECTS w w E3=o o n BM4 PL14-332 UPPER U C l w s a m LL1 .4CCD r 9/25/2014 CC Lu o N o H _ c w o o v .moi .�-. Zi i 54mF-g cn 0. 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BM2 POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. 3 B SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Et I !, HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA m I _ _ _ U 4i FTS , ... B JOIST WITH RIM .__ ETI FTI - S FT1 APaciflw. umber R I T1 TRUSS S COMPANY OD.- , FT4 FTI ' BM1 RM1