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Plans (50) _ w� � ,-r 13369 -01 4-- k....)4°1 LEGEND I_ Pacific \ N ER CITY OF TIGARD _ --- - :" DAD ' _ -\�� / �/ SANITARY SEW I,,,,, 'Community t ,;.,',4,\ \FERRY R s STORM DRAIN Design J 4 Approved by I nnlngSCHpL�S , - / ____ WATER LINE ' xf SNN •:-\\-=-,-_-.--_-,-,-,/ -'. t -- 12564 Sw Main Street _ __ _�_ Tigard,OR 97223 Date: MANHOLE ✓k 5 [T] 03-941-9484 Initials: �..5i _.___.__ __.__.___- _ CATCH BASIN _>�M.r.„� DATE: 1/25/2016 u ,> -(6 STREET LIGHT __ - REVISIONS f-- STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 316.9 317.8 1 EROSION CONTROL r 40.0' STREET SECTION, SEE 1 -- - CONSTRUCTION DOCUMENTS x _.._ •_ _=312- � -__-------_ 8.00'- G� COPY 26.86' - PUE —__- SETBACK SUMMARY _ ., _ K�. 11 _3 0- _ 0 0� I 1 n1\` I I � � FRONT SETBACK: 12' i SIDE SETBACK: 5' PE'VISFI _ /�/ At _ /r \ STREET SIDE SETBACK: 10' // '�J REAR SETBACK: 15' g I0r' : I \ PORCH SETBACK: 8' u 't 1 146 r y GARAGE SETBACK: 20 E �\ 3.00' 1”. 3,594 SF -- T 3.00' 1\45 `. 1! BUILDING: 3413BR r `;' 7 i41 i 1! FF= 310.3 ! -r �, T. �t r r P,. 3 Il' r --1-HR FIRE , ii ? hr. `\ 11.1,, I I RATED EAVES 11, GARAGE ' LOT COVERAGE: 1-HR FIRE \ I li ,.. \ N RATED EAVES i I' 'r I LOT AREA: 3,594 SF -II I��, lr 11 _ �\ RIVER L1J I-.- -i i �lr r II r N I1: PORCH �I 1 I i �JJ I BUILDING FOOTPRINT: 1,469 SF TERRACE - 1:),\, �l I 20.00' I E- 6.00' COVERED PORCH: 151 SF � ' _ _ NORTHWEST 1 =15.98' - PUE 9.88 \`ti o 307.6 — J CANTILEVER LIVING SPACE: 0 SF a�������O �����®, 1 COii, �� COVERED PATIO: 114 SF x ' I . —._ F/ SIDEWALK 308 7 DECK AREA: 0 SF II LOT 146 °� WATER METER I PLANT (1) STREET TOTAL COVERAGE: 1,734 SF PLOT PLAN F1 ._ cc ---�-- -' A _TREE: 2" CAL. :-,:-77-.7z--•SANITARY LATERALss La KATSURA TREE/ 48,2 '_� CERCIDIPHYLLUM 13 STORM LATERAL 28.00' --.__._._. ®� _CIS JAPONICA ; IMPERVIOUS AREA: 2,240 SF n. SW FOREST HOLLOW STREET f E_ // 1 t J O CD H. - ,,.___ _. _ /1.' /.‘ : , ' G — — - _ t ngard _ _ _ , \\ , 7.- .77.--..-:-..-7,'-- -7.\- i . z2 RIVER TERRACE NORTHWEST (503) 221 -1920 Apt rov Plans PROJECT NO.: 395-037 D q S 1 W6 y �' __ R Date O - )2 TYPE: CONSTRUCTION o� S 6 1.. Oco :/,L SCALE REVIEWED BY: PRE o LOT 146 (R-7, MEDIUM) i0 0 co RIVER TERRACE NORTHWEST Q1 INCH=20 FEET 17369 SW FOREST HOLLOW STREET RECErf ED APR 3 2017 CITY OF TIGARD BUILDING DIVISION 6X6 6X6 1 gym;-®® ®_._-__. _ 6x12 HDR cn Li U v) O f I— ,:r. N O I--- c0 O <c I P3 \51.2/ I P3 4 STHD14 S9.0 P3 ` STH 1, 2x LEDGER 4X10 HDR 2 2 ,�Q mo i - S D 4 ....._,e.�mem�®®—.--..m `—®cam. . � �® _®wL ,'t o1 -. t ��m li ?' w;_ r e._I tj;,R=7 ®---mare®..._..-�:,,,,,,,,,,,,:c__.,,,_._,4,,,\ ,x`i F'2 _—_— _— —— — — ( }+.:414 _��-„,,,,,,,,,f,,,,-;e, .._...— �� ei I (2)KING STPD. .,,�/ : �j I ,____ - ! u I I W/ TRIM STUN I II I I �1 1 s \ EACH SIDE IMI . Imo__ `_-�I ` �lPI�� I �e^� __._� '' 4 , ' I, I - MAIN LEVEL SH EAR WALLS $, 3 UPPER LEVEL FLOOR R FRAvING 1/4” = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOTrkbo ° C.:',) D 2 .:) Q r -o F frmul a_ P w Patio .4.--- I,.3f ^Q 7'-10" 7'-11%2" cn 9" 4'-9" ye LL LO - 4 I Q 4 6-0 40 F 216 5-0 SH I , I 6-0 -0 SL Q 12 w I I D2 `� I I 41' n 3 Air-iY 1 3 MAIN LEVEL PLAN 1/4" = l'-0" ' AMERICAN MODERN - Optional Roof at Patio 34'-0" / PATIO WIDTH VARIES PER LOT 83/4" 634„ 6x6 PT pot-L---\ -6xA PT POST co - /1 16 A THICKENED I .. D2 SLAB EDGEa w w 0 LO CONC. 03 10 _0 -5 u,,_51 P3 • 56.0 ,a,..,,56I P3 .. 00 .- �� °STHD14 a w -, --—1 ON S TH b 1 4 i sTHD,,,,.• .. .-- — — ---- -- --- ---7 - 1 I 3 J 3&4rj—] Z--f 11 /a o D1 & ww , —2%4 0 Q1,I ih Is t'' 4` n 3 4:y1 3 e FOUNDATION PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" -- V-0"0„ PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 IO This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. • PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM- = quality engineered wood products for iodav's builder.. 9,,,,st« 1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. ar,;�, 'I� ' SuLlD BLOGKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI ��.�� 'GI I POETS FROM A20VE � roBEARirrGEELon. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 5 TALL SQUASH E LOGES product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or lf ;'c.x._..,.�. ,, PERDETAIL td.MATCHRl75F627R0 FpREST PRODVCTS ROSEB{/RCi F�RfuT OROD{!CT$ IIIBEARIW AREAOF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include „,-.0,_,,:„. BELOW To POST ABOVE. penalties of up to$20,000 per work Infringed,and$1 00,000 per work infringed willfully. /�� - RFPI JOIST \,iii. '`/ `� ROSEBURG FOREST PRODUCTS hCONTRACTOR NOTES: OES/GN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS R`grtt°°^ °� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR kv.°' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP(BLOCKING PANELS LITH BEARING CALL ABOVE • POST LOAD TRANSFER PETAL , L/4 50 _._ (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROP1 2 D ER SUPPORT AT ALL psf VOD SHEARWALLS 1 p5f DEAD LLOAD I- 5LEEP/NGAREAS: TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in con junction with 1 2p5f DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOADING: PATIO ---i I--—–, PATIO Purchaser responsible for approving this 2 5psf LIVE LOAD I I ayout prior to any construction. 1 1psf DEAD LOAD I I I I R1 I R1 - R1 r —I I R1 10'-3" — 10'-6" J —I 1 3'-3° --- ; — ,I J�34' O" 'I. 10' 3.. I1 Fig _ I I b==51_2 . I I. -I - -- J2— II Ii . it 12 �1 • 1.— I1 L— — I1I—J — I• . PL 1 5-400(MAIN) = IIi1 Jy2--II . ' 7I=J2 II. POLYGON 341 3 ABD(NEW) ---=.1--- I _ I.- Mrk I Material Mlldth I Depth Grade IOW I Gut Lth I Tot Lth JB 1 BL KG RFPI 20 1 3/4 9 1/2 20 3 60 RA J�1 ...._j_ J;,1 J• 1 .J 1 -1 R1 05BRim 1 9 1/2 9 16 144 c I1 J — I1 I - .J1 RFPI-20 1 3/4 9 1/2 12 14 165 ' 42 J2 RFPI-20 1 3/4 9 1/2 16 34 544 J3 RFPI-20 1 3/4 9 1/2 5 6 30 = i• -- (, - --- - ---III---=1-2 — II -- J4 RFPI-20 1 3/4 9 1/2 2 2 4 J5 RFPI-20 1 3/4 9 1/2 1 32 32 iI .12--I, I J2 'I B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 —J-2 I J2 B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 — II - '�� I v III' J - AGGessorlea ' I O OI H1 I HO 1 1950-or-ITTq 5 5 —II N L5-1. dl _ IF _ '1= _ D#1,________-=F IId2—1 :- .1 I R1 R1 -:—,....–..:5_,A,„„,—.::::_. .. �I :. I - •I J5 J ..-----,,B1 3 -- f-- O O ti B - — `' J Jy —I; ® CONFORMS TO DESIGN CONCEPT _�L_.__ I I JI L ___ALL. _1 y rvIi RA) �� _:::-.-----_._._._ ...-- __g�.:.__..-:---.__-.__. CONFORMS TO DESIGN CONCEPT WITH a I IL u_ ® REVISIONS AS SHOWN ,=1 L iI _ N C`1 ❑ NON-CONFORMING-REVISE AND RESUBMIT \ N. _ --„11===,_______...- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J-1 1 tr = ---J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE -- J.4___ - _ . ---=-J•=1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF ISICH HAVE PRIORITY OVER THIS SHOP DRAWING. J 1 =1=1 - E -',1 By: Arnold R.Solomon Date:December 3,2015 - --_-S-1 - CT ENGINEERING INC J-1 - --i K CONFORMS TO DESIGN CONCEPT J=1 = •, 1 ❑REWSIONSNOTED IGN CONCEPT w. J=1 I,, c d1 - -- 0 NON-CONFORMING REVISE R RESUBMIT 4-1 - J=1 By Alexia Ful, Dare_2/142,L__ 1-11 MILBRANDT ARCHITECTS .... 4.. C:-:::::::- ..v- 11 J3 J•1 J 1 1 I - J-3 - JB I 1 J3T- = 3 43 J3 IMPORTANT? \ START START / i REFERENCE INSTALLATION GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORGH 1 HERE HERE 1 PORCH ' LEGEND: k t. _be „ „__ „ ,,, „. 0..._.HANGER CALLOUT O a, ® =SUPPORTING POST �p S C 0 M P A N Y e =POST LOAD ABOVE �3 R -RIMBOARD 105 1 5 SIN ALLEN BLVD BEAVERTON,OREGON 91005 (503)358-4663 LB =LVL BLOCKING PLAN DESCRIPTION/NUM13ER: 3413 A82(NEN JB =JOIST BLOCKING CUSTOMER: POLYGON J =JOIST GALLOUT PLAN DATED: 11/23/15 B =BEAM(FLUSH w/JOIST) DESIGNER: KAM/L.HENDERSON DATE: 11/21/15 HOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT 550=BEAM BY OTHERS SCALE: 1/4”= 1'-0' FL 1 ® (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.211 O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING 0 o Products q q PIotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 4 RM1 42-00-00 1"x 14"APA Rim Board 1 1 �RM1� �r� RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1® CONFORMS TO DESIGN CONCEPT it- • _"----- *r-;- -- a T � -.- � i;IN 1"x 14"AP 22-00-00 APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH9 lI RM1 8-00-00 A Rim Board 1 1 HVAC RUN RMI 7-00-00 1 x 14 APA Rim Board 1 1 REVISIONS AS SHOWN i I•i.i RM14 3-00-00 1"x 1144,',' 4"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT .' 11111 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE H ,�.,. pp 4 ., I,I;LL1 I BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE q r i 5'Bjr T L. li (`u".•"§ .s C .a 11111! LiC g FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ll BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. �. —, o - p o ° 0 0 0 0 0 0: BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R. Solomon Date:December 3, 2015 r.IE Yo o LL LL '1 IL " L.L. 'l L.,1' � BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC —p io I' BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT Ii 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 REVISIONSNT,OZEIGNCONCEPT MTN i'_ � BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 NON CONFORMING REVISE 8,RESUBMIT i � BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 E I °I ii BM3 21-00-00 BBO1 1 1 r ',"..V"--'''''''' l _u, r+.- k° E C 'S AA BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS II ®' �eI 14'.'0-1 IP i -05;3 Milli NI --i Mit- -II tl t L_..- i _ 1.IIIIIIIII i i i ll4-0I/'i' i i i0 •II I °3-'�'-1 . �L0■1.�'1 p�1.1.�.�1��;h ACCESSORIES QTY II 0 = 12411 II I ® TH017140-2 44 I, ' © HUCQ1.81/11 5 1 I 11 IEC HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' M M i II I�Oil -.- °. �.'. ems' .M i.. _ .111 ! �. BK)=BLOCKING FLOOR LOADING • RM1=RIM BOARD 40 LL I Imo' w CO LL I� u LLF 15 DL [RM1IIIv I ,], IQ,' w ii PI! - ILL` y REFER TO STRUCTURAL PLAN FOR ADDITIONAL ._11 4 , I POST TRANSFER BLOCKING i En AND SHEAR BLOCKING REQUIREMENTS. I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I i I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA --- II I' nO U - LIMN �301i. maE — IBM6i--- RM1 BM3 B B ►_ CD 680 0 0�++ Vii.% —t ''P f 9 '‘`) mpg ;�a u ,,,START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen, remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=11-011 on 24"x36" SHEET SHEET 2 OF 2 Q) -u o0 r- Ci.) z CA).11=b 401. 0 ✓ m � o ® ° %471 -. 0 W W ~ w.9 d' 0P- cn ). --- mm ® 8'� ct) z1.6 Z -a 3M 4V� m ® - 17 -10r' 8'.47 ni 1, dt)? wa—T—. Sfh ,1 e C C e m to • ✓ o ° � J1 c ---• 7. 3 1 r \ r a O_ m PJ2 i ex 0 an hi 1 .... IN \, PJ2 !:: :::::::ssss, Ca (3) pJ1 '� / 2 41 -a Cc • a) IN ..I \ 3 01 1 ID . „, v-.., 6,Q4 K C � • rn � mWO � ..C cnxn cnm o O I ,zmQ _zO0z>z�> mnzzm�GCcm 1111,11 , -' cmnWw �MD - _DmxiZtill 1 • 1 40 /q zprmK�mn O OZmzD ,Dz_oOz-In� - ~+ ��DmmOOO� CpO ''A Ili I i OmC �mzcnrzC mopOorcrC�� 2 p C ER Erin ..... eel) zTzTOCnnmnp y 8. • p -I OzxC m0 Q ,� � mD � 2 .. OC0ma0CO1 .... 54 7Jrn n Cri g \ 20 Z 0-1°°' Ocn 0 iJ3i rah vra .i. II (6) '91, J2 c N,112a J1 �� � J1 '1..'3',Y;:;::'”-40: 2 40-,-- ' . — it C mil C g K . 01V-51/26 -O 47x" I: 57-51/21 CONFORMS TO DESIGN CONCEPT' o ® CONFORMS TO DESIGN CONCEPT Li CONFORMS TO DESIGN CONCEPTWITH '°' g ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED ❑ NON-CONFORMING - REVISE AND RESUBMIT °� N ❑ NON-CONFORMING-REVISE&RESUBMIT :,,�� p• THIS SHOP DRAWING HAS BEEN REVIEYVED FOR GENERAL CONFORMANCE ' ' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ` c WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY °) DRAWII'JGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING. PRIORI Y OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC MILBRANDT ARCHITECTS