Loading...
Plans 1----*"c \A(15-i-- O00Viq vi ,51' z-„,....„.; ' l.lo-- (-du LEGEND: �' CHOLES FERRY ROAD _ __ -- sS - SANITARY SEWER Pacific SW S -" —SD STORM DRAIN Community Design _ — -- __. -- w WATER LINE __ ___ -- -- '' _ ---�-�_ ,,.. � 12564 SW Main Street -- - - .----'-<- `--.: 0 A MANHOLE Tigard, 97223 Street PLANT (1) STREET [T]503-941-9484 .7_-_—\\ TREE: 2" CAL. - `� ■ CATCH BASIN -Alb.\\��-- R,.. " '"..--::..... • I ( Int DATE: 1/25/2016 '� — �. + STREET LIGHT KATSURA TREE/ - -wish. • -- }—� M REVISIONS CERCIDIPHYLLUM =- -� , ° t ����.-=- '- I' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ter.--- •• 314- 313.6. -•••--J- ' ,-------- �J JAPONICA ------.- ° - '�a a� ;x-1 Q.°� � � -_.Q�---ii- EROSION CONTROL --a- -2-1-71.771. 312.3 �: r - _ (tja', .� 2-40_5_.: _ _ , _ - -----__--____-____-__-11 STREET SECTION, SEE 1 ( 'S a r - - - - ___f --- CONSTRUCTION DOCUMENTS F_ `- -- -- —__._—311 -.� __ PUE 1 - -- 8.00' 110 -�"- � 8.54' _ - - - - - �- � - CITY OF TIGARD -- 310 r_ - - --_=--- 24.03 � __��_�- Ap 6roved b PI nnIng ----J m ___.308=-_-_______-7-__ SETBA K MMARY :Ili 1• I II _ FRONT SETBACK: 12' Da e: li / -- SIDE SETBACK: 5' I f--a J.:7:F; i-c______-----,---- ____41.-304 1� ! - IL I STREET SIDE SETBACK: 10' Inl 1x15. 1� i REAR SETBACK: 15' I , 1. ._ PORCH SETBACK: 8' _ ' , 1��. 1, 141 I 3.00 GARAGE SETBACK: 20' E I I ' 3.00' X111 3623 SF I I I 1 zb o I I i I I BUILDING: 3410BR 6 I 1 FF = 304.8 1 r, I i 1 i ;z N I I I , 1-HR FIRE ` 1! �� RATED EAVES /.‘1 - i 1 ' 1-HR FIRE ;0 GARAGE i I LOT COVERAGE: co 1 I RATED EAVES i 11 i �_ t: I i I IE 1 II - LOT AREA: 3,623 SF ' I 1 ;i �-- RIVER I = -y-1 i '�� 1 PORCH I -k- 1 -- 6.00' BUILDING FOOTPRINT: 1 443 SF ._-- -;— 11� 1 � � PUE 1-17- _ TERRACE 3 J 1/''L 20.00' I 18.43' ` - - -TrI ; L_ 1 3 - _ _-e; — — COVERED PORCH: 140 SF NORTHWEST J -302.4 _ ,�.��!�� "- �„ CANTILEVER LIVING SPACE: 0 SF 1amu`.'' �,, ,, __� -- — — — — — 4/41'.4'-!!--" --�.3,__ ,.:_ ---�' ' COVERED PATIO: 111 SF Lo G , __..--_,-:---------___7-_,.." t' '303.2 coc' - PLANT (1) STREET \ .: '� _ �I►_ �: I-` - TREE: 2' CAL. --_"---- - v, _�. , -_ 'i't-�i DECK AREA: 0 SF -.t.,,_ '�-"" � WATER METER LOT 141 01, KATSURA TREE/ - SIDEWALK sS ---- I ;t ,/ -; - TOTAL COVERAGE: 1,694 SF PLOT PLAN = = CERCIDIPHYLLUM -� i _ ss - _ SANITARY LATERAL - � JAPONICA --- -- � B j 46.8 - s--: _—: 28.00' _ ___,as -__ OFFICE COPY I ______--- 5 T IMPERVIOUS AREA: 2,276 SF N STORM LATERAL • �S _.__as`--- �'�- FOREST HOLLOW STREE ---Els ------ _____p� _`.- SW - GS J`-"-`2-'77--,.--_ .-�"_r ---��C •5 ‘ .'" '#"-"-- 111110.111-11 ,17. .,- ..r . • A . - i 7 o 0) Tri-- e :;'h: 1 1 ----11:l'Cl---L---------' -44 0 RIVER TERRACE NORTHWEST (503) 221 -1920 REVISION41,-) PROJECT NO.: 395-037 .. 2S 1 W6 Cit y of Tigard TYPE: CONSTRUCTION LOT 141 (R-7, MEDIUM) Approved Plans 0 S 10 0 REVIEWED BY: PRE 'ffRIVER TERRACE NORTHWEST By Q - 1 INCH=20 FEET 17451 SW FOREST HOLLOW STREET 4-- RECEIVED APR 3 - 2017 r 1 6X6 6X6 BUILDING DIVpRD I- 7 SI ON e i . .____ _ _ 6x12 HDR _ __I cn W U cn O c N co o F- O 1 Q C\S2/ / \ / \ 8 \59.O� P3 S1.2 STHD14 ST 1 4X10 HDR .a4....... �\2 2 10 H y ±Tio 14 STHD14 (2)2X10 HDR ---- HDR 6X12 HDR I ( -- ---- � I '----(7\ ----0 � - - --- -- ' ,I i 1 1 I I I I --- -ter ( 8 II (2) KING STUDS 1_l!0I �.�,._ I I I- --J )-1 - I - i III W/ TRIM STUD I Ox--__-�- , I III--- - J ! o II PEACH SIDE MIN. i N MAIN LEVEL SHEARWALLS Plan 341 0 UPPER R LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL - Optional Roof at Patio f 16 PATIO WIDTH VARIES PER LOT D2 I -- -1 Er- 14'-33/8" S. • a_ f Patio 0 34'-0" I • 7'-10" 5'-1%2" CO 4,_9„ � 8'-4„ oo W:.• : 5-0 LL � i• ISI Ie2 65_ 5-0 SH 6-05-0F 2-65-0 SH O m, .. ._��I I �. II Q U i DW`-r ----- Q alk o, __ __J I J I D2 I ci Ln I Plan 341 ®, MAIN LEVEL PLAN 1/4" = 11-0" ENGLISH REVIVAL - Optional Roof at Patio h�4 34'-0" 3'_3�g„ � PATIO WIDTH VARIES PER LOT 6" 15'-11Y2" tri 8%" 83 f 4 6x6 PT POST ,� � ` 6x6 PT POST e ct _ 401 moo ► r -1 r\ --I _J THICKENED 16 L—_ 0 w0 I- r_ SLAB EDGE D2 4'-6' -1 Z 10 6„ 3'-6„ �°3 %z" CONC. SLAB 1. k w EE F, P3 8 z /10\ P3 /8\ �b 6 / \S1.2/ --_STHD:ift -_ ___STH 14 o N " e e _11.2 _-- Qr-- _i STH�14 �THQ14 i 7 1' 7 7 t_ T t 1_5] � r L 1 / I k T 3&4 —214" L-�_J -1134" I I 2 I D1 I F �' I r I 18X18X10 FTG I - J I Plan 3410 . _ FOUNDATION PLAN 0 1/4" = 1'-0" ENGLISH REVIVAL - Optional Roof at Patio n ril PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN n DATE: 03-21-16 SCALE: 1/4" = V-0"0" PAGE: 0 ►•d PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 Sc A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM ° "^ i qualify engineered wood products for tadav's budder KS "°"`""- a1w +° ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. /� , SOLID BLOCK.ALL The plans may not be re-used orcopied,in whole or part,without written permission from Pacific Lumber R I GI LAM LVL R��� R'1 V 1 F.F.Z. s,°,.�,,,,,, I� vows MOH ABOVE Company,„� mw , oeEARIN�eELon. p y,which retains copyrights to,and ownership of the plans.Use of these plans by any other \E�r 1 �,�,,,,a i45ALLsaUss er.aGKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST F RODUCES ROSEBURG FOREST PRODUCES ' 'IIIC BEARIN AREA OF6LOGK5 copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include i `— / eELory rovosrAeovE penalties of up to$20,000 per work infringed,and$100.000 per work infringed willfully. �f *-4,RFPI-Joisr ROSEBURG FOREST PRODUCTS .,.//1.4 1. . IIIA . I" ,,,,,,TRACTOR NOTES: DES/GN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS K..rn.a°�.F.:777.a �,k,.��„v,��q�,�,�,�"„'" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED EXCEED THl°VE LOAD MEET OR (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS NITN BEARING NALL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLESS NOTED OTHERWISE) N.T.5. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 2psf LIVE 7 LOD 1 SHEAR WALLS 1 2p5f DEAD LOAD SLEEPING AREAS: THIS/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout i5 to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: --- Purchaser responsible for approving this 25125f LIVE LOAD I I ayout prior to any construction. 1 7psf DEAD LOAD I PATIO 1 i'PATIO! R1I - I R1 J3 1O'-3" 1O'-b' 13'-3" _^ 13'-5" - 1O'-6" -' 10'-3" 11 -- I I t _- - -_-_—.1a- _; -- __ _ ® CONFORMS TO DESIGN CONCEPT J3 I I ^J� — iiCONFORMS TO DESIGN CONCEPT WITH • IREVISIONS AS SHOWN r _it_ _„ iI� ❑ NON-CONFORMING-REVISE AND RESUBMIT I - — THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - ■ — - WITH THE DESIGN CONCEPT ONLY MD DOES NOT RELIEVE THE R 1 411 ---- J 1 I J..1 4 1 Ii_1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE — — ---- - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF*UCH HAVE PRIORITY JH E i_i OVER THIS SHOP DRAWING. It I _ ' _ j1 '', It By: Arnold R.Solomon Date:October 28,2015 J� _ -k _____=j1 -1 CT ENGINEERING INC ., I I _ H. 48 1 I [d 1. -, I . ❑X CONFORMS TO DESIGN CONCEPT pd ® R 1 R 1 ® u4 CONFORMS TO DESIGN CONCEPT WITH J9------- — —._ .._._ --._ _ i:y -' I REVISIONS NOTED II .—., NON CONFORMING-REVISE&RESUBMIT II I -- lr 4 lig _ ITHIS SHOP DRAWING HAS BEEN REVIEYJES FOR GENERAL CONFORMANCE I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE cl R 1 J2 -- — ____J� _____U R1 (V FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ® ® DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE IL I 42 - J2= PRIORITY OVER THIS SHOP DRAWING. N I J2•— ill n By Jeremy Pfarr Date 10/16/15 J2 - J� -sr 6 MILBRANDT ARCHITECTS ® J2 i J2 ® i. 242 i J - -- 12— - --.12 J2 J2 R1' I 1-1 J2 --42 J3 I J2 - :1- -I _±= START J1 J;1 ■,...... START FRAMINGJ1 t_ II IMEI_ FRAMING HERE (ID- u .01 HERE PORCH PORCH IMPORTANT.! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JO15T INFORMATION FL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 34 10 BD(NEW) PMI � � Mrk I Material I Width I Depth Grade Qty Gu1Lth I Tot., ( H TaoliLumber —=HANGER GALLOUT JQ 3 B 1 BLKG RFPI-20 1 3/4 1/2 2060 \®� R1 055 Rim 1 9 1/2 1 0 1 6 1 60 -SUPPORTING POST 41 RFPI-20 1 3/4 9 1/2 5 6 30 ED -P05T LOAD ABOVE COMPANY J2 RFPI-20 1 3/4 9 1/2 12 14 163 & TRUSS \ J3 RFPI-20 1 3/4 9 1/2 16 34 544 R =RIMBOARD 44 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 105 1 5 5W ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB =LVL BLOCKING 45 RFPI-20 1 3/4 9 1/2 1 12 12 PLAN PESCRIPTION/NUMBER: POLYGON 34 10 BD(NEW) JB =JOIST BLOCKING 46 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1.-0" B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 CUSTOMER: POLYGON J =JOIST GALLOUT PLAN DATED: 1 0/2 1/1 5 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L.HENDERSON DATE: 10/27/15 NOR -HEADER(BEAM BELOW JOIST) H 1 ITHO 1 7 95O-or-ITT9.5 5 BBO-SEAM BY OTHERS PL15-355 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 16" &19.2" O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 15'O.C. START 19.2'O.C.HERE B 54" RM1 24-00-00 1"x 14"APA Rim Board 1 1 23 os oe � ::.w.i.:L.J.1:aLaiu,i►[.� 13-01-00 4k RM1 12-00-00 1"x 14"APA Rim Board 1 1 IRM1I RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 4" TOS t' ,c �-' z ' .-- _ '� RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING p--. 1 BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 110* BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1---, BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 zi CONFORMS TO DESIGN CONCEPT (,) c, m 5,-, ,,,, CD a, 1,- r- r-- r- r- r-- 00000000 0 oo o o LL; BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT o o o o o o o 1- '~ o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 A I i BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 LL <L <L Li. LL LL Li. U- ;I. U- LL U- 'LL ,v El CONFORMS TO DESIGN CONCEPT WITH I! BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o 0 0 0 0 o BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN `� 11 BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I NON-CONFORMING- REVISE AND RESUBMIT .'7.,‘ , BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 2 I i BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 0 3-0404 �, I i BM13 3-00-00 BB01 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _ I/ :K1 _ 3 OVER THIS SHOP DRAWING. _OIBM2I Ei.' ' _., QTY TY By: Arnold R. Solomon Date: October 28. 2015 QQ E O TH017140-2 36 �+ m NIIIN� - , �-1 © HUCQ1.81/11 3 CT ENGINEERING INC 6-11-,,8 - _� f � -� ��� ry O i 1x14 OSB RIM FOR SHEAR BLOCKING 28' �a TBM11 I4 A0 TFL1714 1 • El CONFORMS TO DESIGN CONCEPT p AI • G FLOOR LOADING ❑ CONFORMS TO DESIGN CONCEPT WITH , 1 BK1M =R`MBOANRD 40 LL REVISIONS NOTEDco co cocooD co o 15 DL L.L. NON-CONFORMING-REVISE&RESUBMIT _ IBM3I__' I REFER TO STRUCTURAL PLAN FOR ADDITIONAL �� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE il N `°yN POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B EI o m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE o' -1 2o PRIORITY OVER THIS SHOP DRAWING. . ILI I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 11 By Jeremy Pfarr Date 10/16/15 ct, oLL �0 1 l FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA MILBRANQT ARCHITECTS _ :mg _jai. •- -r'-- -,BM:_•.:_-.___ a11 N_I■ MU N I RM1 ---ii N1.441Olin.. _ N . m Es. q 111111g- MU OVEJOIST V 1: .— :1 -0R PLUMBING 9 III `I I� `III 111111, DO NOT: Loosen,remove,cut or notch any part of the open web joist. 1 L - - ., Pacifi umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET $ TRUSS COMPANY SHEET 2 OF 2 b -0 Co mW 1. W O 1------_- > m jz � m 0o o o21 r- ?;) cin y --- O m 0 so Z C' r co ? N z JL'�7 , 13'-0' 39'-x' 13 CD o b 20 Z 1, 1 a o - - - - - - - - - - - - I- II _ , O - N - 2 N � E y m m mc„) . 4 6:4e . , , . 0 T ` CO ill a -11 1 a,CD O O O b 0 / U ? zo a w N N m Ili_ N N ,\ n 0) c� co .. i s `/ N i , z 1 / 40 , 0�-0m0 -Iig D O 0 Z_zc0C)ZDZ,ym al , 1 1 - ` , 1 i - 0,mm „zzm,0cc)� o�cnm0--�mr ■ O OzoO�ZDcnmUZZ O Z r m mO�mm Ei -iDZm0-000c0o a O-umn�mz�cnrz< c)77--1Dm' -IDr o OOpO,- c'-co, Al z<mZzmrmozmO �_ c7 �mm• 0moc-acpmm �a V' ' A �I' / ✓ IV fD OmWZx-xc mo a OCOZCD -10O= __, r •• r , O � , v �� .G _,,,, c.c �DOZ 20 80w cn U' 1 •.- N r o v V 11.1111 1el (g): � � N ; -i C �■ • 4112 . El -� • . ♦ .1 cn 9 _ I _ _ - r � I. _ 13'-b' 38'-10' LUNI-URMS I U DESIUN LUN(±±I 10 Vy .: •� ' CONFORMS TO DESIGN CONCEPT WI H REVISIONS AS SHOWN - NON-CONFORMING - REVISE AND RESUBMIT rt El o 3XQ CONFORMS TO DESIGN CONCEPT O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 Z gia —1CONFORMS TO DESIGN CONCEPT WITH WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE c REVISIONS NOTED -p N FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE > CID 5 0 NON-CONFORMING—REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ZN THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. o WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 a) DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE C T ENGINEERING I N C - PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS