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Plans (42) $% / iso/6 LEGEND: / > ss SANITARY SEWER pacific L 7 ?J ( S � Tri L c`er i\-I SD STORM DRAIN Community Design w WATER LINE 12564 SW Main Street _ _ — _ ® • MANHOLE Tigard,OR 97223 9 ° 4 —a— G , ,. ° I 1 ' [TI 503-941-9484 4 " .a ° �"®111!1 ® CATCH BASIN 1 ;: �./ DATE: 12/30/2015 (� `a���Il� / STREET LIGHT REVISIONS a.�-,,,:�• STRAW WATTLE PERIMETER NO. DATE DESCRIPTION D2 TRACT K 20.00' 26.00' `II , EROSION CONTROL 3.00' 260.9260.8 ""0.14 STREET SECTION, SEE PUE 3.50' �i CONSTRUCTION DOCUMENTS .. 32.0' w_r...r+,rr i� --,I _ - - - II (iuI�► 1 ; ; 1 — - - -1 , 1 1 II ..... ,. . .. I 1 , I 1 t SETBACK SUMMARY I I II 1 I 1 GARAGE 1 1 I I 1 FRONT SETBACK: 12' 1 1 iI I l l 1 II:� SIDE SETBACK: 3' ti I 11 I I I 1 —I /I ISTREET SIDE SETBACK: 8' I 1 1 I I I i ; ;I I —I Vil REAR SETBACK: 3' I *1 II I74 l1.1 a PORCH SETBACK: 8' I i 2,544 SF 1 I E1 (i 1I >a BUILDING: 4A i 1 i 1 v i 1 I i I FF= 261.3 I I I I I 1 III ' IIS pili Ii 75 5.54' iI F 1 i 1 I 4.46' 73 I I I�_I "O I I 1 1 I 1 I I p I I lin I oz , U, I / N I T I.n I I r'' I ' Q I 1 — / I /�� LOT COVERAGE: c I _ 11 1 r___ I L �I I I PORCH Si i I LOT AREA: 2,544 SF g I 8.00'1 D1 I /1 , 11111A1 POLYGON AT __ °U I `i _ 4-1 / 1 I IIIiW PUE _ _ 1 La1 0 o I I / .�ll/ BUILDING FOOTPRINT: 1,112 SF WEST RIVER � �_ 1 N , / a 0) SIDEWALK 25.50 19.50' �� /' >r�l COVERED PORCH: 13 SF TERRACE `, — , ' — — ° 32.0' ° °� `a a CANTILEVER LIVING SPACE: 0 SF ° a ° N v, , w, .." COVERED PATIO: 0 SF O 0 1 261.1, '^ 261.5 ," 0 1 "'�" LiA— � DECK AREA: 0 SF N _260 I Fluispr LOT 74 `r. TOTAL COVERAGE: 1,125 SF PLOT PLAN M ' SS -� SS SS IIIIIIIIIIIMIli SS SS IR STORM LATERAL 44.2 % oWATER METER B 34.00' SANITARY LATERAL 2 GS GS r-- GS CIS I I I — as as IMPERVIOUS AREA: 1,268 SF PLANT (1) STREET SW JEAN LOUISE ROAD <lc- 5 Aso TREE: 2" CAL. ,� ci 1,14 w_ YELLOWWOOD/'5 Aft r, N L miner, �___�i CLADRASTIS � � o 9 KENTUCKIA 0 0 yr \, C CITY C I JARD Cii) .g POLYGON NORTHWEST (503) 221-1920 Approved oy Planning PROJECT NO.: 395-029 0 2S 1 W„ ��//j //i) TYPE: CONSTRUCTION ,cr, V V Date. J q// SCALE REVIEN/ED BY: PRE LOT 74 (R-7, STANDARD) Initials: / LS 1 D c POLYGON AT WEST RIVER TERRACE 1 INCH=20 FEET az 17331 SW JEAN LOUISE ROAD ROSEBIJRG FRAMING SYSTEM" ,II I� °"�°E gmttyengineered woo products for todaisbuildef^ builder- SOLID PACIFIC WMBER COPYRIGHT °= rR°.a°� FILLER G °aB""'"`a°T PER RIGIDLAM LVL RIGIDRIM' ivsrAu saws�ewcKs These plana and the designs are copyrighted under Federal Law by Pacific Lumber Company 2011. os�oerAiL is rArw - -..----,..:........'..-,,‘L-4,..,IIIE aeARiv ro poen Fawces The plans may not be recused or copied.d owner a part,without plant written these permission from y other/� aeLor,ro vosr As°ve. Company,which retains copyrights to,and ownership of the plans.Use of these plate by any other ROReW6fO4CTT rgoDUCn RIHAI¢p Faaairl3OgICB product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or _ /11 _ copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include �U� ERANGE AND y- FILLER / FACE srs penalties of up to$20,000 per work Infringed,and$100,000 per work lnfringedwillfully. �RFPI JOIST ` J ROfBHtlIP6/O¢FSl�QP�Ia POST TRANSFER DETAIL DSL I-JOIST GONBTRUGTION CONTRACTOR NOTES: DESIGN NOTES: 1 e N.TS N.TS. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM i"10.5 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NG: FOR PLUMBING 40p5f LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2p5f DEAD LOAD SHEARWALLS SLEEPING AREAS. 30p$f LIVE LOAD 1 2p5f DEAD LOAD ROOF LOADING: 25p5f LIVE LOAD 11psf DEAD LOAD R1 51 R 1 JD ---JD - R1 '"11 _- --- --R 1 --10--,== �� I9.1 IR 1 R1 -- # - R, PL 1 2-2 1 1 (MAIN) -.---- 1-1-1} - - - POLYGON 4 J�_ NW ABG 11/2012 Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth r �- — __ _— .-_-._-___-_. ----_.. -__-_-. - J4-- -- J R1 OSB Rim 9 1/2 6 16 96 ---------------__----__- - - -- - J1 RF PI-20 3/4 9 1/2 13 22 286 U ----- ------- __ 12 RF PI-20 3/4 9 1/2 2 16 32 ry ___-_-- -__21__ T - - y====--_._.._--_. kid-- _--________..-_..f ES J3 RFPI-20 3/4 9 1/2 4 4 16 O ---- r N O J4 RFPI-20 J5 RFPI-20 3/4 9 1/2 3 24 "f2 20 (-- Iyil 'r(2)JB 1 - d PATIO -11 if-- -_ .-._-- �R1 R1_-_- - >--j-1..._ ry 51 Ri PI 2O LVL 3/4 9 1/2 1.5E 2 11 22 212 3/4 PATIO 6 JB2 ----� I, r 7- __! -_---- -_J CI Di J512 BLKG BLKG 1.TS RFPILVL0 3/4 9 1/2 1.5E 413 142 CI ..__ - - _- - , �.__ _ _- _-_-._.... ry AGL6880r18B ---- - _-_ »===- - ---- H1 ITH01'f950-or-ITT9.5 5 - Jfi (2)1151.„, ,/(2)151 J1 J 212 J1 R1 tr , R 1 -- - 4- ----------- -.-__-- _}b - — _J. 1 1 ❑X CONFORMS TO DESIGN CONCEPT CONFORMS TO - ------- '- -�# --__ - °REVISIONS NOTED SIGN CONCEPT WITH b4 -- J i. B,1 - 11 .::.I ❑NON-CONFORMING-REVISE&RESUBMIT START – —_ _ 9 --_--- — = START THIS SHOP CRAM.:HS BEEN REVIEWED FOR GRERRL CONFORMANCE GN RELIEVE HERE _ - /FRAMING DRAWINGS. PRIORI, ON, Aw DOES ,AL FWHO- THE FABWCFiOMBLOR OF RESPIXpBLRY FDR CONFORMANCE MN DESIGN 'S.OD APPLICABLE CODES,ALL OF WHO-1 mVE R 1JBL-El T J 1 By David R Burnett Date 10/6/14 ES /Lii - II it �o MIIBRANDT ARCHITECTS r�ALL N BLOCKING \\WALL LINE WALL LINE/ WALL 4 BLOCKING LMPOIITANT JNLY FOR(A)PLAN =0R(A)PLAN AOR(A)PLAN ONLY FOR(A)PLAN REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION Pack ' umber LEGEND: & TRUSS ` COMPANY � \ WHERE PLATE NAILING AT SHEARWALL <H --HANGER CALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADOL PLAN DES: 4AB 11/2012 ®/ BLOCKING OR WIDER RIM MATERIAL AS -SUPPORTING POST REG'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) ® -POST LOAD ABOVE PLAN NUMBER: 4AB 11/2012 0 CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 PL 1 2-2 1 1 R -RIMBOARD LB -LVL BLOCKING ( CONFORMS TO DESIGN CONCEPT WITH DESIGN FIRM: MILBRANDT REVISIONS AS SHOWN -OCRLOCATAON9- J13 JOIST BLOCKING ❑ NON-CONFORMING-REVISE AND RESUBMIT EWPDESIONER= J -JOIST CALLOUT ^E'r n F WOO B -BEAM(PLUSH WI JOIST) FII-THE.91SO CM,OM MD WE,NCI REIIEVE I, ESOsyso5rv�nn'a�ovr'RO KAMIBELWOOD B 0 NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT CO-,H l .-,. rrere c r r-LL rIri,rr A,�,.EV::ot. Re (soeloze-gFt0000 RTo35 BBO-BEAM BY OTHERS SCALE:1/4"-1'-O" ''-r is.:°°•^ P,gym.-:F-,a^rc DATE:10/26/12 CT ENGINEERING INC SHEET: 1 of 1 X❑ CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE POLYGON NW FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE j`- — e —o = a c= o = r s --w----—4 • w s PRIORITY OVER THIS SHOP DRAWING. 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BK1= BLOCKING _1 W W s.. w RM1= RIM BOARD 4O LL < W " 15 DL iI>2a g3:... ;. - it Q 0 0 LLI -z BMz I I I I REFER TO STRUCTURAL PLAN FOR ADDITIONAL a _ 5 d 4 POST TRANSFER BLOCKING ¢o o w I AND SHEAR BLOCKING REQUIREMENTS. c�W,N b Zzra icc2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ¢O o ZOCD C HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. H o Y CO iso .... 1 <ooW -' �1AO I'' FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA w w in a_J mid 111 0 b H I .11 'miaow 4 III_ III ice, .� 'r JOIST WITH RIM , t l Fay € . 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