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Plans (77) /717 L Si Tr � Lomat /`IS-7-,2,54/6 op -C 2 LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN Community Design W WATER LINE 12564 SW Main Street ® • MANHOLE Tigard,OR 97223 iimilui [T]503-941-9484 —""' ' all CATCH BASIN h DATE: 1/5/2016 STREET LIGHT 20.00' 19.00' TRACT P OD6 r REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION o EROSION CONTROL 266.6 4.01' 267.0 268 3.. _ ,. _ _ ..�� 33.0' — r,�� 0 STREET SECTION, SEE 1 ^ r-mil CONSTRUCTION DOCUMENTS . I .... or. r . 1 I 1 3.00' , II I I I r PUE ; 1 1 IIGARAGE I I 1 1 SETBACK SUMMARY 1 1 I I I FRONT SETBACK: 12' 110;A I i i , SIDE SETBACK: 3' ' k I ' I 1 r STREET SIDE SETBACK: 8' l I 125 i I I `;I I v. REAR SETBACK: 3' I13.00' 2,640 SF 1. 4.00' 1PORCH SETBACK: 8' 11 -- BUILDING: 2610B : o : I ;�o I: 126 o FF=268.8 II d 124 I 11 1 ' I I I I I, N , 1 1I If I i i >ti f iII Ij iII L� I N r 1 1! I(' : ' LOT COVERAGE: ,o i Ir--- / t o 8.00' �11 -15-0-RCH o o LOT AREA: 2,640 SF N I PUE 1 20.00' I - / " I • POLYGON AT '§, —,� I I i 1.A BUILDING FOOTPRINT: 1,304 SF 14.57' WEST RIVER SIDEWALK ; /� = I — ! _ - — _�' % �` =� COVERED PORCH: 221 SF TERRACE ' >� 111/111111SWA' 33.0' 1111.11111111 , . 1 1 CANTILEVER LIVING SPACE: 0 SF NII Fll- raireeimwommmallM-IlarilVellIWIWINIIIIMPIMIMMONEPii11.1" 11- 1-. II- 1—/ ---S------ 0 _■ 111.11•111 v v x-266 I; - COVERED PATIO: 0 SF :c51 AA 111MITAINerilliff c‘io M �.. DECK AREA: 0 SF Lo o , WATER METER LOT 125 °' TOTAL COVERAGE: 1,525 SF PLOT PLAN SD SD 'IIIISD (B) 'D I I I SD SD STORM LATERAL SW JEAN LOUISE ROAD57.8 % H 4 PLANT (1) STREET I - SS S 55 r_ SS IMPERVIOUS AREA: 1,791 SF a TREE: 2"CAL. o YELLOWWOOD / SANITARY LATERAL ci um CLADRASTIS ngonKENTUCKIA - '.~ ,I Q %, 01C 2 POLYGON NORTHWEST (503) 221-1920 CITYOF TI GAR D PROJECT NO.: 395-029 CD 2S1W6 Approvedby PI nning TYPE: CONSTRUCTION CA SCALE . LOT 125 (R-25, STANDARD) 2 0 ,a 20 PRE REVIEWED BY M Date: CQ j POLYGON 0 AT WEST RIVER TERRACE Initials: L— 17172 SW JEAN LOUISE ROAD , INCH=20 FEET a Z n CONFORMS TO DESIGN CONCEPT POLYGON CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PL13-290 UP H n NON-CONFORMING - REVISE AND RESUBMIT ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED FIBH THE REVINN CONCEPT ONLY AND DOES NOT NFOIEAE THE El NON-CONFORMING—REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH TiE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIOR€lY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. FWITH ABRICATORNENDCONCEPT OR OF RESPONSIBILITYONLY DFORDOES NOT RELIEVE THE CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 M1LBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 _ BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 -- `1 - BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II B n, - ° * FTO ° BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �u, ° MO °_ BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m1 m—II 6M19 Ii _ Y I p BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 4 ° --- , —43M1-1----11 b F07 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ° i_ - i F07 01 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1. ° ° Fol11 f: B M 10 26-00-00 3-1/2 X 14 BIG BEAM 1 i A19-05-00 BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 i F 1 F07 J BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 o I Aiimil,_®iO Fol BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 - Q cn z iP05 ° BM3 BKS=BLOCKING J WQ L RM1=RIM BOARD Q - —I i BM4 ACCESSORIES QTY Q0E2 = I W a H I__ I ` ° 11 0 TH017140-2 43 ( I Ir I e . F :_' ° �I 1 © HUCQ1.81/11 6 Q W Et -I I FU' ®I 40,1.1 1 1x14 OSB RIM FOR SHEAR BLOCKING 28' U .. ° �. ° Z Z W I ° F I _ ° 1 P F04 1 m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ° ° Z 0 '' �1 II HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F�4 . LU LU 0 w a F: _' —=_`"'BM3— FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA Q U 0 Lu I ° .�—m :: F0. . FLOOR LOADING Q W Z W E{ �/r���- �V� I I 1 40 LL ° ° A MC. ,�� 'F03.' ' 15 DL CC j U u CIA.; 1 1 1' WooC� s 19< CO c 7 , _ 19-03-12 / 9ii_ 1 -••••• o , F02 ° .I I.a F03 .I o0 I! -- :M.I --- 'm JOIST WITH RIM Ib ° W II F11 ° F = 1I II I I z ° F11 YII ° F12 .j .I 0 a I< m II 1 II ° ' ° " * __ °c7u Pack umber W 11 F11 Ip F01 • eii ll BM9co B v mss mud _— t.1 _ � F COMPANY RM1 _ & TRUSS 5 p - PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM'" " 5„�;�`; ^"°�"`°'^'^ ,II ' quality engineered wood products for today's builder' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. ,I/ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI LAM-LVL R�G�DRQ M� Marr soup BLOCK ALL °, Ail; rowsFnoh Aeove Gom an,which retains copyrights to,and ownershipof the plans.Use of theseplans byanyother ° ap,°, To eenaiNG BECO�r. P NP �� , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Roseauaeroees eeonucea eosaawm FOREST PROW= copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include """ ixsrA��scaunsx BLocKs �a"-,,• PEe verAi�aa e>. eeAniuo AnEn of eiocKs �i `` BELOW TO POST ABOVE. penalties of up to$20,000 per work infringed,and 5100,000 per work infringed willfully. = ��II01 RFPI JoiST a �'! - SII CONTRACTOR NOTES: 9E516N NOTES: '°"""°°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "`hro"aim;)z,"ara.,.v-°m°„,,,,,x 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 Rap3tocklu5 PANELS rvrcR BEARING POST LOAD TRANSFER DETAIL i (UNLESS NOTED OTHERWISE) OF L/450 KT 5. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOORLIVE LOAOD 5)PROVIDE PROPER SUPPORT AT ALL psf 1 2VA LOAD SHEARWALLS5LEE1 2psf DEAD I I 1 I 3Op5��VVE LOAD 1 2psf DEAD LOAD ROOF WRONG: 25psf LIVE LOAD 1/p5f DEAD LOAD (- WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDEADD'LBLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL ' AS REQ'D. AS REQ'D. WHERE PLATE NAILING AT R 1 -1 SHEARWALL ABOVE ' •A •' EXCEEDS ONE ROW -_}} _ R 1 R 1 -"---¢1.I3t R 1 - .#� -- PROVIDE ADD'L BLOCKING " / OR WIDER RIM MATERIAL :L=_______ J€a - ----- __ J6 ---- ------- -._-- / AS REQ'D. ------ — _--- �-Je. _ rtl .- .- N --IMO ---- ---- -----:j6= ----. - .' 7 ry r .. _______......_.._______j b -