Loading...
Plans (68)1 /4 ST)-0(7-- UOQ' h, 74?"."' 13 5- ScJi' -t LEGEND: ss SANITARY SEWER Pacific `� �' .,, \ _ 26- r _ LzTT \ i ,`` 1' ;J _./_._ t , 41 w WATERLEk26t , i s I i MANHOLE Tigard,OR 97223 ( C0 503-941-9484 322_323~-TRACT i``"— TT- ° i WATER METER ° I f; ■ CATCH BASIN 32/— -- '-- ._az. - _ —IT r DATE: 8/23/2017 f \\71i- a \:f . STREET LIGHT ,'' 321.2 i 322.4 k-\ 1 'c_ \e' i a y REVISIONS II l} I,.�7 ~�. I -''-� - ;Jr \ --', -I,` NO- DATE DESCRIPTION '' \V _ 32.0'_ � „Y _ _ T F- f',`_a,, cpc , STRAW WATTLE PERIMETER (1) EASTERN REDBUD / 1 A`\ 1 v ° , '`� EROSION CONTROL CERCIS CANADENSIS y 412000 , {li 1' I - ----1---- p ( �� FLOW DIRECTION ARROW r,<=% I —-''--f 22.-- \ 1 I `•, /I N m I \ FRONT SETBACK: 12' \,\ 1 fo ` PORCH - \ 1I \ a' \.' w \\\t, SIDE SETBACK: 3' 1 1 HR FIRE I i% 1 - 1-HR FIRE 1I --� p I i , ' STREET SIDE SETBACK: 8' s C`O� �` RATED EAVES I �j i RATED EAVES i ;` FRONT PORCH SETBACK: 8' � G`� I II i t I REAR SETBACK: 3'-6' f1 N i I i \ 3.00' i I, \35 I I ` I I 4 Q \,<- O \ ` REAR COVERED DECK SETBACK: 5» 1 V D I \ 1 / t I 1 1 r� \` j j /< o I I _ 134, , 136 }� `� ,I r \" > 2,944 SF \ 1 I , BUILDING: 2610AR ' — � - - ' ° " N L._ \ ' w ,, \ I N I if 1 � 1 FF= 325.25 &, i r / I 1 I I I IA , 1 II I '\ \ LOT COVERAGE: 1 I \ I 1 I �1 3.00' II C7 \ _ i4,-- '\ \ \\\\\\\�� \ 1 1 -I GARAGE ' 1 j I • \` \ LOT AREA: 2,944 SF I1 o i 1 -4 e i I i \ 1 -- o r `� i i I `4^ I ,11 ;'/`I BUILDING FOOTPRINT: 1,304 SF 0. i I 1 1 I: I ; ( I 11--_i it .'�' RIVER -—-_ I L 1 J II L 1 L -171:f, ; COVERED PORCH: 49 SF M I 0 ` ?r:' — -` - COVERED REAR PATIO: 0 SF TERRACE - ` � 1 16.00' 323.3 / I i ` j I N M I 322.2 I 1 I h,-A iJ--' ''1 � % CANTILEVER LIVING SPACE: 0 SF EAST _ _ _ / — 04.4"���1 dill - "�'' DECK AREA: 0 SF 71- SS ���, SS �5 s�—s '' /,/ I STORM LATERAL Scv W REDFOX TERRACE /1 - . TOTAL COVERAGE: 1,353 SF Lill ,- ? E IL'Lillii'. t,ry pS I as {rt 1! k I^\ O {' i`7p , SANITARY LATERAL \ _ �, ' 46.0 % LOT 135 z 1 r �.a•�- _ _ _ _ - ,`//I/ t /yam; IMPERVIOUS AREA: 1,861 SF PLOT PLAN , irj air ________ AlWercer='=-='="r4'.......-'..---,,.. ,:iii,,,,&. Es 0_ / f/ AVIPIP i U -1- c-_, h ° CITY OF TI( ARD 2 E 0 RIVER TERRACE EAST (503) 221 -1920 approved b Planning PROJECT NO.: 395-037 CD 2 S 1 W6 Date. 'g /Z 4 l 47 REVIEWED BY:TYPE: CONSTRUCTIONPRE 7.47 7 SCALE LOT 135 (R-7, MEDIUM)o•3 initials: IM,0 '° ° el CV • o� RIVER TERRACE EAST /30(iTI SW REDFOX TERRACE 1INCH=20 FEET Z Q LEGEND: ss — SANITARY SEWER Pacific I h f s0 STORM DRAIN Community __ & 26''..-::;:—:— ''''''\\,, I t r'; Design =— _-- 32I / ' a l —w WATER LINE X1325 yl' ter- °. I 12564 SW Main Street '�"�_ 324__—__... _.. --I— _. �[( o t MANHOLE Tigard,OR 97223 WATER METER ° 1+ [T]503-941-9484 ``"---,�22 323`--TRACT I ---___-----._-------------�-.._��_= - T..` Q CATCH BAS I N - l_�Y 1- I DATE: 5/11/2017 32/-___ — M ;; I X-. STREET LIGHT ~--, 321.2 - 322.4" __k_ IS REVISIONS '-�" �'"� " "'�� I - _ - - -Ill� J - NO. DATEEVI DESCRIPTION _ " " % 32.0' ' \- �1STRAW WATTLE PERIMETER (1) EASTERN REDBUD / ' I °' EROSION CONTROL CERCIS CANADENSIS �� r , A , 1� me* FLOW DIRECTION ARROW t. a16.00' 1800 r— — —, li IS, ____„....„ _ L1 /I _...., - -- I ., ' I.J..1 11 I [ F 4 I i .} I I_ 11 7 I tY lighl SETBACK SUMMARY 1 `v, ��PORCH cgo FRONT SETBACK: 12' 1 I oil I w O Di : SIDE SETBACK: 3' 1 1 1 1 1-HR FIRE 1 p STREET SIDE SETBACK: 8' 1 1 HR FIRE 1 1 s I I ' ' RATED EAVES 1II �/` I RATED EAVES I /' FRONT PORCH SETBACK: 8' 1 1 1 II 11 1 I' 0 REAR SETBACK: 3'-6' x 1 i 3.00' II� I i i t1 bill 1 REAR COVERED DECK SETBACK: 5' 1 135 0 1 II134 4 2,944 SF 136 } L_11, , BUILDING: 2610AR �' \ r = 1 1 I 1r FF = 325.25 i I N 1 1 , Ie -A 1 \ il \\\ 11kI I LOT COVERAGE: 611 3 i I I 1 \ II , —►; f1 3.00' 1 ( . LOT AREA: 2,944 SF \ \ co 1 1 ' ] GARAGE 1 1 , C 1 M P, ° 1 1 �, 0 1 r., 1 1„Mil BUILDING FOOTPRINT: 1,304 SF 1 1 1 1 1! 1 \ ; 1 r ' o -'--l L L-1--- -t L� -n'— 6111\I'/ 0.co 1 R! `, I� \ I COVERED PORCH: 49 SF RIVER �I TERRACE 1 20.00 l COVERED REAR PATIO: 0 SF `t h 1 323.3 EAST 322.2 _ l i CANTILEVER LIVING SPACE: 0 SF -- 1111.4111114/1141110411.4111110 _ it _- .e - - __. - �p �e = M DECK AREA: 0 SF 1- SS ..,) SS 'r,S — 55 —ter, ;; N ti �' ` 'Mali 7 TOTAL COVERAGE: 1,353 SF 1likr STORM LATERAL �� SW REDFOX TERRACE k-4 1 'IN 1 ' EA'�'' SANITARY LATERAL — e5 Q5 Q 46.0 % LOT 135 I sk 5:. �__ _ _ __ —_ - I PLOT PLAN o dry”' — — — _ __ -----� _ I � / 4IMPERVIOUS AREA: 1,904 SF 6 I I D_ 1 I I I I' I1 "iii 1 .L)? 6' CITY OF TIGARD 2° RIVER TERRACE EAST (503) 221 -1920 Approved by Planning0 2S 1 W6 (4.( / / PROJECT NO.: 395- 037 0 MRiver Terrace East Date: 111 / TYPE: CONSTRUCTION O^ Lot 135 SCALE REVIEWED BY: PRE 9013045swRedfoxTerrace LOT 135 (R-7, MEDIUM) Initials: -D 0 .10 20 CO'' RIVER TERRACE EAST 1INCH=20 FEET 0 TBD SW REDFOX TERRACE z2 ROSEBURG FRAMING SYSTEM- -,..—,,,,,,_ PACIFIC LUMBER COPYRIGHT 2013 ^sysetau" "°a":m ls so,rt These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. qualify engineered wood products f0/fOCIQY�S�}U7�C�@!'" The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber /I'I' moi" company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM-LVL RI GI D RI M- Raw".o..ii, SOLID SOLID BLOCK ALL Lve a,v,e,,,x„„ ro •ee..aiv�DD�orv. =,o,�,,,,„" ii:iisauns«B�ocas product supplier other than Pacific Lumber company in strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCES ROSEBURG WREST PROW= .,,,Www, Sea verni« a.rnnre« ,I� ' ---.-__-__ , I BELOW T0PST PBO these up tplans,info per work funder the d$100 Act.eInfringes work infringed liabilities wiliesyhat include �� � `` / BELOW ro POST nDove penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. . 14gj �IIl�/ �RFPIJo sr CONTRACTOR NOTES: DESIGN NOTES: „,,,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .m ,.No.=.""._,. DESIGNED TO MEET OR mow,..=w,a"+."""'.a 2)ALL FOOTINGSSSOTE PER DESIGNER'S PLAN EXCEED THE LIVE LOAD =7::::::;"="" (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 Krs. N.rs. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 1psf VOD SHEARWALLS 1 2psf DDEAA D LLOAD SLEEPING AREAS: I I I 30psf LIVE LOAD 1 2psf DEAD LOAD ROOF LOADING: 25psf LIVE LOAD 1 Tpsf DEAD LOAD PATIO PATIO �1 R1� R1 R1 1 R1 R1 R1 R1 d 1E =J6 J6 Jb *1 in ,- in Jf — OL T J6 0 0 6 PL 3-252 (MAIN) =JG J6 POLYGON 2S10 A Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth �J�, ��7tl,0, - R1 0513 Rim t ----9 1/2 1 1 6 1 1 2---- ___� 1t '' T J' J 1 RFPI-20 1 3/4 9 1/2 1 10 10 J2 RFPI-20 1 3/4 9 1/2 2 2 4 ,J6 ra— -NB---- O. O. ,}6 J3 RFPI-20 1 3/4 9 1/2 1 8 8 Si 51 O O R1 R1 J4 RFPI-20 1 3/4 9 1/2 3 18 54 =J# (v me Jb J5 RFPI-20 1 3/4 9 1/2 1 28 28 d d J6 RFPI-20 1 3/4 9 1/2 15 26 590 ® ® 16• 51 RigidLam LVL 1 3/4 9 1/2 1.5E 1 18 18 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 Ci CI--db OC - JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 JE°1 J. 1 ' Sib J6 Accessories K IY — 14'-0" 12'-0" - H1 I THO11150-or-ITT9.5 4 a Jb EV me I J6 1 2'-0" 1 4'-0" JO- J6 a- Tr — v-J6 — - -Jb — R1 J31 3 y _ - - - - I - - I J131 R1 J4 ' I a J-1 -r — J31 PORCH I PORCH JE31 _"'a4:- __a I R 1 J.1 J-1 R i IMPORTANT! J =1R t i L—=_ ^ REFERENCE INSTALLATION R 1 START START/ I R 1 GUIDE FOR ALL FRAMING FRAMING FRAMING v DETAILS AND I-JOIST INFORMATION • HERE HERE in LEGEND: N PacifuLumber COMPANY =HANGER GALLOUT ® =SUPPORTING POST & TRUSS e =POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEPT R -RIMBOARP I1 CONFORMS TO DESIGN CONCEPT WITH 5 950 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB =LVL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUtsf ER: 2610 A JB -JOIST BLOCKING IR CONFORMS TO DESIGN COP.'S ❑ NON-CONFORMING-REVISE AND RESUBMIT GUSTOMER: POLYGON J =JOIST GALLOUT 0 xFvivaa REOANO CONCEPT`mI" THIS SNP PACING AS BEEN REVIERE Fon SEAM ITNFGARIE PLAN DATED: 4/23/1 3 .CONFORM NG RMs a mums RITE THE DESIGN CONCEPT OILY AND DOES NOT RELIEVE THE B =BEAM(FLUSH W/JOIST) FABRILATORIVENOOR OF RESPONSIBILITY Fe CINFOARUCE WITH THE COIGN PACERS AND sPECIFICATIONG ALL OF CEO NAVE PRIORITY EWP DESIGNER: KAM/BELWOOD DATE: 1 1/23/1 3 HDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT _ .«„ OVER THIS MOP PARING. CONTRACTOR%PLL VERIFY ALL DIRNSmGs.T KkBBO=BEAM BY OTHERS SCALE: 1/4"= 1'-0" By M I L ABA i Dace 5/2c/ca By: Todd R.Eoton Date:.seotenber,s.MI MI6RANDT ARCHITECTS CT ENGINEERING INC FL 1 3-252 (MAIN) SHEET: 1 of 1 POLYGON ❑ CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A • CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PL13-251 UP H ❑ NON-CONFORMING - REVISE AND RESUBMIT n CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ON AND DOES NOT RELIEVE THE ❑ NON-CONFORMING—REVISE&RESUBMIT Products FABAICATORIVENDOR OF RESPO 5IBILITY FOR CONFORMANCE WITH THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty DESIGN DRAWINGS AND SPECIF_CATIONS ALL OF WHICH HAVE PRIORITY WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE OVER THIS SHOP DRAWING. C@ATRACTOR SHALL VERIFY ALL DIMENSIONS. FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1DRAW36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 PRIORITY O ERTHISSHOPDRAWINGS SPECIFICATIONS, GPPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERI VG INC By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT 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 BM8 14-00-00 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 BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 j7" II B 11 1-07-03 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 ° ° 1 Fi. X09 A BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FL -BM1s--T, I' ' `` , BM1911`° G0 I m BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 9' _ i BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 _BM11 BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ot "O` 0 19°.05-00 . o ; BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r i', I BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 1 II ° • `i BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 a I __ 1 F0jO II '` IBM31 - - it ,, cr BM10 26-00-00 7 X 14 BIG BEAM 1 1 y o BK1 =BLOCKING 17.1 RM1=RIM BOARD d ACCESSORIES QTY _ BM41.. j_ ° I 0 I �� P ° `1 • ° M ® TH017140-2 43 mm T © HUCQ1.81/11 6 N. = III 1x14 OSB RIM FOR SHEAR BLOCKING 28' mp4I I 0' 4 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 l II F04 r a ,1' 1 II F*4. - HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ... La ° .BM3 a . ; ° 9 - --BP"--"L------- INM --G)- j FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA :. ° . , . 0 r0 . °2 zea FLOOR LOADING . 012 40 LL f ° ` ° .I I• F'2 . 0 ICL 15 DL 1. ' o • P ° ° . o r 19-03-12 % u 1 11 ° 0 CO '� �I 64 I A ° „ . ° d JOIST WITH RIM IINN • De w II I J z 2 re ° . . , a PacifuJumber BM9 'i RM1 co — — — & TRUSS COMPANY 1