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Plans (26) fis 7 /6 — 00 3 dl / 311b- •SLt) 5a7`3li r, =I, `i-- III I , I �1, LEGEND: I PaClt1C I I I I -SS SANITARY SEWER I I I I I I I '_JI STORM DRAIN Community i I° —SD J J • �— I` _w WATER LINE Design I ,� 12564 SW Main Sheet O ! MANHOLE Tigard,OR 97223 [1]503-942-9484 243.2 I \ 241.3 I ■ CATCH BASIN \ DATE: 1/11/2015 — — — — — 48_O' — — — — — I STREET LIGHT REVISIONS I —� STRAW WATTLE PERIMETER NO- DATE DESCRIPTION I I_► 13.7T ♦�I �a EROSION CONTROL 25.00' ; �' © STREET SECTION, SEE '— I i CONSTRUCTION DOCUMENTS I I 1 I E 1_,_ r i t I F 11 i �/ SETBACK SUMMARY i1 I i i I BUILDING: 5D I I� I i/ 1 FRONT SETBACK: 12' FF= 245.2 Yis I ; / SIDE SETBACK: 3' i - . I ; ! I. STREET SIDE SETBACK: 8' 4.00' IP ' 4,32o SF I--0--4.00' I REAR SETBACK: 3' I 78 I 411.1 76 I ,, PORCH SETBACK: 8' 1 ; I I7 1 ' j' I �I I IID i iI :o I GARAGE I I I i i I E i ' 1 1 1 I,\ hi 1 I I i-. 1 Al' 8.00' � I .. iI - — �L %/ LOT COVERAGE: CV I ' 11 I I -- -r-- PORCH; II :1 f N PUE 1 J - -- I 1 .1 II i i "' i/ LOT AREA: 4,320 SF a �i SIDEWALK Vii' _' 20.00' — — I — a <<ii RIVER 243 8 15.42' �♦ 241.5 4��� 1r 1//A BUILDING FOOTPRINT: 1,826 SF — — — —�� — I , �//�IIIIL.l! %/ TE RRAC E "����`� �� ",�48.0'�_- -"�� �� v COVERED PORCH: 54 SF `-p , t, NORTHWEST al i f \ 1 4 1 ' /o , fi �� CANTILEVER LIVING SPACE: 12 SF p r M �L M '� M`'`, / ,, M / WIMPCOVERED PATIO: 0 SF M 24.00'/ �•• STORM LATERAL 4 WATER METER DECK AREA: 0 SF co cp as as 1s as a LOT 77 A2 SW SATSUMA AVENUE �` �9p Nr(4) TOTAL COVERAGE: 1,892 SF PLOT PLAN N t —ss 55 SS 55 55 55 43.8 % a L SANITARY LATERAL PLANT(1) STREET IMPERVIOUS AREA: 2,389 SF a TREE: 2"CAL. O GOLDENRAIN TREE / KOELREUTERIA 0 PANICULATA CITY Or TIGARD cm Approves' j`'f Planning p_ RIVER TERRACE NORTHWEST (503) 221 -1920 tate: °) - I`� ' (�o3 0 C ^M 2 S 1 W fi C/41-- , PROJECT NO.: 395-037 O (J' `� TYPE: CONSTRUCTION Cn Initials: SCALE REVIEWED BY: PRE LOT 77 (R-7, STANDARD) 10 D 0 RIVER TERRACE NORTHWEST Z 13412 SW SATSUMA AVENUE ,INCH=20 FEET ROSEBURG FRAMING SYSTEM" - r PACIFIC WMBER COPYRIGHT 2014 pp ' !7 o q Y engineered wood product€r todovk builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.L3 *a 0 16 ..D....o:M—ar.. L Theplans maynot be re-used or copied,in whole or art without writtenpermission from Pacific Lumber _ SOUPBLOC...cKw. P RIGIDLAM LVL RIGIDRINI rse« E. Py p p p g y 6 FaREERIM FORM'PRODUCTS Lft Gonwhchretao righttoadowershi ofthleUseofthese sb aotherIN_ aS *et penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully, Y 4 ,t °a 4 jIIM; 1 `€a ' = ' P RFPI}.1©Isr ..:. CONTRACTOR NOTES. DES/6N NOTE:z m-*+•., 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS *�^� ^^tea 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ^°°*'^ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPM-BLOCKING PANELS%RN BEARM6 YVALL ABOVE POST LOAD TRANSFER PETAL MAIN FLOOR 3)A(UNLESS MS PER OTHERWISE) PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 N.T.5 ',TS. SCALE, 1/4'-1'-0' 4)USE CAUTION WHEN GUTTING FOR PLUMBING fLOPR 40ADYN6. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD TH/5PLACEMENT PL.4N O_NI NV LO Age 30p5f LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD START START Architectural/Structural plans.Verify all 1 I I I shear wall blocking placement and connectors. ROOfJOAD/N6: 1 I FRAMING FRAMING I Purchaser responsible for approving this 25psf LIVE LOAD PATIO /., HERE HERE\ PATIO ayout prior to any construction. 1 Tpsf DEAD LOAD R-1-...-. rfl d5 -..__._ __ __. __.__. _._............. ....._J1._. ...._..............r \ J1 __. JSI .:::::: _._ __. _.::: } -_. J1.::::. :::::::_jR1 __ J1 :::: .:::::::.i.4 .._. __. __. iiJBI....__._ _.._.._ .._.................. ............ }; ........... .J..;..... ....__... ....__...._.._ 1__.._. ____-I __....._..... .................. .................. I I____ JSJ5 H J4J' R1 R1 2J5 �j}3.-.._.. ......... ..__. ....... 7� --- J4 -- ... J4.-'......... --I( II.__ JS1d5J II1 I] 1 — ...... __ Ji1J5 R1 J5 � I1J1-- __.__. I I IJS• J5 • J1 JS........J51 \�1r _.:: ... I ::::. J 1::: :::: -- J 1 _: ._. ._. i 7 r11 O�.-. ._.. ... -J5 _, '3 J; O O .... ........... J � 3 ,5 OL1 ll ¢4,Ly; . >r J 1r.11 ri 1 ._... .._. I1 ,2 ..... __ __ __. __. J2 I ... ...rt rt Kr - 1401 ---. .... }I J2 __. __. .... .1 S 71 .__ _.. ,2 L 40 ; RI }J2ll I7 J2 I' J2 J2131 ..... .._..:::::. Iqq4 J2 f ......... _._ J2 ) ....._. .._..._ J LL rI . ............... ........__._.-- • J • I I_ .2 JB- I J; J; 1 PORCH PORCH I?4PORTiNTt REFERENCE INSTALLATION L 1 1 J GUIDE FOR ALL FRAMING PL 14-9 2 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 5D Mrk•• Material Width Depth Grade Qty Gut Lth Tot Lth LEGEND: B t RigidLam LVL 1 3/4 9 1/2 1.5E 1 15 5 , umber /� B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 WHERE PLATE NAILING Ai , Pad114 ( H }--HANGER GALLOUT 63 ,RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 2 24 SHEARWALL ABOVE EXCEEDS ONE R I 053 Rim 1 9 1/2 10 1 b 150 'ROVJ PROVIDE ADD'L BLOCK NG OR. ®/ -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 15 12 155 RIM MATERIAL AS READ. 1 COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 15 20 260 RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 C'31.P.OR�'S TO DESIGN CONCE?T R - LB -RIMLVL BLOGKING J4 RFPI-20 1 3/4 9 1/2 3 14 42 CD?fFOR?"5 TO DESIGN:0'JG:?T*TN 5930 JEAN ROAD LAKE OSWEGO.OREGON 9TO35 (503)553-9665 J5 RFPI-20 1 3/4 9 1/2 13 30 590 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 5D J51 ELKS RFPI-20 1 3/4 9 1/2 25 3 TS C NON-CDRORM t_ REVISE AND RESUBMIT CUSTOMER: POLYGON .rB -JOIST BLOCKING ®�uNro*asTo aEsyn=o^+�.rr �a r.--. J -JOIST GALLOUT JB2 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 6 3 13 ❑n NC'''''—" ea rx A"n a-9 n COM:'+` + ' PLAN DATED: 2/25/14 B -BEAM(FLUSH w/JOIST) Accessories 0 * t t r r 91 e N i .1 9,1 r{ HDR -HEADER(BEAM BELOW JOIST) art q* - l 1 E SE9S1,999191_711 a c s Avru a xr-r F H t I THO 1 T 9 50-or-ITT 9.5 4 ""'M E E .n SU 911:1,1: roti r 7 r-r DESIGNER: KAM/L.HENDERSON DATE: 5/25/14 ��.. sat cuyt. w -IS+s; 3+3 N_ ,. ,}{L r9Ir L 9:11,1,9:94:, ::. Ale,.Fuku, s.._s2z/1_ Sy: Toes P,.Eztan %. SeC:-eber 19.314 d Deo_BEAM BY OTHERS BII@RANI)" ARCfITEi1S CT ENGINEERING INC FL 1 4-9 2 (MAIN) SHEET: 1 of 1 POLYGON 50 PL14-92 UP 7/29/2014 14" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty RM1 RM1 48-00-00 1"x 14"APA Rim Board 1 1 IE 6jjj RM1 40-00-00 1"x14"APA Rim Board 1 1 ' 1JRMI 38-00-00 1"x 14"APA Rim Board 1 1 IIIRM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 . RM1 4-00-00 1"x 14"APA Rim Board 1 2 : if 1 ii ! 1 1111 , 1 1. 111 II RM1sBM2BM4BM7BM1BK1', TIM pBM� iiii BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11, ;- BM10 12-00-00 1.5 Ri IdLam LVL 1-3/4 x 1411 : Dail9 o p 0 II BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �; BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 imcmck _ *. . —. BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ` � �tiiiiir 'j mlBM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1•'"'I – giiiii BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 i. p BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 rri BM11 4-00-00 BBO2 1 1 I1 0:16 T7 1 A FLOOR LOADING III 11111 "" BKl=BLOCKING 40 LL RMI=RIM BOARD 15 DL ACCESSORIES Q:126 40-2 2 © 14— Y i{ 1::::::Rmsigml:FrnuoicliAlluiNRA:s-E2:ER,RLABBLNro,ccoiRgiNRNA: SHEARBLOCKING2 '�' ;y,'. N © 412 i ";I I SHIPCEMENT PER STRUCTURAL PLANImURALPLAN FORADDITIONAL4 . ii i 1 4ze i 1 at-04III RANSFER BLOCKING Is 2-p q 1111111111111 AND SHEAR BLOCKING REQUIREMENTS. 1"sem �', — ' '.- � '■tliM. HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 1 E i II -1 til _. _ �RM1� _ IBMs' " [FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI !WHERE PLATE NAILING AT �I- = ___ __ SHEARWALL ABOVE EXCEEDS ONE — • _ I !ROW;PROVIDE ADD'L BLOCKING OR I I .. !WIDER RIM MATERIAL AS REQ'D. 0 CONFORMS TO DESIGN CONCEPT JOIST WITH RIM Z CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN (24x36 SHEET) SCALE: 1/4" = 1'-0" ig`.'NiBM'T"°`�`"`°"``"' E NON-CoxSOMBNG-REVISE AND RESUBMIT N a .:##,,,44#:AS EX A N= k X".7,9####100: Pac umber p A T S `F .A h.3 I i C=1WE Y'M ,1 D 'SiW:k A.K.f' I `A;t,1 .11#.'.:'.i4' 12?'�"i c:mg u(r ew= E KS. ?;^n;qR B. hXi'T'? M X,'1'AL NSONE, C C' ."� _ r.-Cup= •r. *a�a X.:acm SSIe�Seo:,,xr Ie.2211 & TRUSS COMPANY MI.RRAND ARCHITECTS CT ENGINEERING INC 6X6 6X6 r- CI Zc, -_ .--- 6x12 DR CI 0 _I - W N CC— - W ' o z UQ 9 WU Li-1 c• CC m N cno cc co N N O I-- O Q cc 4 S9.Q S HD14 2x LEDGER A 8 "'i.D� MST37 317 � 4, I� MST37 ., •4� .1‘.. mem - , 7__,.. __PlIttlkaiVef- - 7 MST 1 1 I r .1 / - 1 Plan 5, MAIN FLOOR SHEAR PLAN & •- TOP FLOOR FRAMING PLAN 7` 1/4" = 1' 0" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT, ,1 3 1_, z _ (::::) P 16q , Con D2 V M®-4 V 1 t , yam..{ w I�jT., o `1 ' B 0 0 A8 Patio 19'-53/4" cna ri 40'-O" 11'-9i[ 3/4„ - 8'-103/4„ 6' 4" 1 1' -0 SL 4-0 4-6 SH 6-0 8-0 SGD -- 1 18 DOOR SLIDE 'IL—LI AgI I L L L If' o '1 ----, Plan 5 MAIN FLOOR PLAN 1/4" = 1' 0" ENGLISH REVIVAL- Optional Roof at Patio ePATIO WIDTH VARIES PER LOT 83/4" 83/4. 'I* 6x6 PT POT ,6 P; POST 00 - I- 1 LJ—eo♦ r--� THICKENED SLAB p6 L__� EDGE Lii 40'-0" i y63y 4'-0 14'-53/4„ t i., w • I-1'-3"� > T.0.S. 1-0'-7'1/2"1 - 3Tj" CONC. SLAB T.O.S. o V-STHDT4 ' P4 STHD14 • / I r . ' - e ------- 74.—• • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Plan 5, " _ ,' o" FOUNDATION PLAN 1/4ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A2, A5 & A6 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.