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Plans (109) AL'S7.w/ ? - ,.03 / 23 [ 5`` 6 74-- 41W LEGEND: /"" .../ SS SANITARY SEWER Pacific °`..d_-_a.._v _ SD STORM DRAIN Community `v Desiun OF TIGARD --- y WATER LINE 0 12564 SW Main Street CITYW MANHOLE mrd,OR 9'4 Approved by la Hing l SCROLLS FERRY ROAD CATCH BASIN E----- ° t DATE: 1/25/2016 320.5 STREET LIGHT Date: .4 REVISIONS _ 321.5L STRAW WATTLE PERIMETER - No. DATE DESCRIPTION Initials: �- — - - - t. - — - � '`— EROSION CONTROL ________ 1 —- -4G•ll 320-- 0 � 1-- -� �`-` - ----_ STREET SECTION, SEE 1 —316 — le CONSTRUCTION DOCUMENTS RIM ______ 8.00' 26.84 -I- ---314 -- 26.84, _ I 9 I; - - PUE — - -.:.. -off °1 ----- SETBACK SUMMARY REVISIO ISI� i ° 1 j ———— ,_i FRONT SETBACK: 12' N SIDE SETBACK: 5' .r' I,1 I STREET SIDE SETBACK: 10' 3.00' REAR SETBACK: 15' ' \ 1 1149 I 1 PORCH SETBACK: 8' Z. 3..00' 1 3,595 SF q. 1 I \ GARAGE SETBACK: 20' 148 1 BUILDING: 3413AR 150 �? I � 2 I FF= 312.5 a, nn 1� .' COPY I I °"e5 r Ara afA rn N VFX ��d� I I ill! L-1-HR FIRE * -c ,-o I � 1 I RATED EAVES �/ GARAGE ` , `v 1-HR FIRE RATED EAVES j LOT COVERAGE: co 1 11 P_4RCH I I r- LOT AREA: 3,595 SF 4_ r e w 111 y l RIVER 1 IIS o_ __o N I. I � —6.00'— — 15.99' 20_01' — - PUE --4 _ BUILDING FOOTPRINT: 1,469 SF TERRACE 311.3 �1 COVERED PORCH: 88 SF NORTHWEST • PLANT (1) STREET 13 98' CANTILEVER LIVING SPACE: 0 SF a a 312.5 o -.. TREE: 2" CAL. i \ - - = KATSURA TREE/ +tminimmaim � Mk A SIDEWALK COVERED PATIO: 111 SF CERCIDIPHYLLUM j WATER METER DECK AREA: 0 SF a j �, JAPONICA_ ss ® s s — LOT 149 co SANITARY LATERAL/ Q f' TOTAL COVERAGE: 1,668 SF PLOT PLAN Lo ._ 1� o �o as _ STORM LATERAL 05 28.00' as 46.4 % _ SW FOREST HOLLOW STREET -n� N. IMPERVIOUS AREA: 2,182 SF 6 \l E /"' :3,1 � u__ % / - ' -1- \ ,?; o CD c C ty OT i. gar RIVER TERRACE NORTHWEST (503) 221 -1920 PROJECT NO. 395-037 Approved !arts 2S1W6 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 3y ,....± __ ._ Date 0_17 LOT 149 (R-7, MEDIUM) 10 20 co RIVER TERRACE NORTHWEST 0 17315 SW FOREST HOLLOW STREET 1INCH=20 FEET 0_ Z RECEIVED APR 3 2017 CITY OF TIGARD 6X6 BUILDING DIVISION r 6X6 i___ _ _ _ _ 6x12 HDR _ _ . ____{_ _ ,z,___ • Lu U c/) O N O f_- co O Q I P3./8\ r` \S1.2/ /4\ STHD14 L P39./ P3 1 4X10 HDR (2)2X10 HQ��- / �Q •I STH 1 _�_ 2x LED0 ER S D14 (2)KING ST�JD. — +� �+ r-j-- —_ -,-,=_----, 1 1 1 W/ TRI STUD IF 11 1 i I i 1 I EACH SIDE SMI ��__----- I I i Jit L__ __J Plan 3413 ` UPPE MAIN LEVEL SHEAR WALLS R LEVEL FLOOR FRAMING AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r +1 Q a.Lu Lu Patio ` 34'-0" 7'-10" 7'-11Y2" 1 1 w II I cn 16-0510F 2_65-t7 SH I ��......nn 6-0 5-0 SL 1 Oa lL'�' I I 12 I I D22 `° I I Plan 3413 , 1/4" = 1'-0" MAIN LEVEL PLAN AMERICAN MODERN - Optional Roof at Patio (-h' 34'-0" �,` PATIO WIDTH VARIES PER LOT 834" 6x6 PT POT ' 8_f ,� I ;61-s POST I--- 16 \ THICKENEDABEDGE I __ II D2 SLL 1 w Lu D 40) 31" CONC. SLAB dilLI` o o S6.0 P3J S1.2 Z a - w O N CC \ / /STHD14 o_ P3 ' `-";; P3 , • STHD1' J STHD1, _ \ • .' -------- ----L 1 r 3&4 —113/4"I 1 ' — �j— T. ID1 1 w I I — I `-21/41 I ¢ 1 1 Plan 341 3 , FOUNDATION 1/4" = 1'-0" PLAN AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 DATE: 03-15-16 BULLETIN SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. MA�1 O PACIFICLIJMBERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM' "mom`�" - ^' quality engineered wood products for today's builder- LVL i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Gompany 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGI DRI MA Dom. p"�' " ,I'I� �� Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other POSTS PROM ABOVE a"M ro BenRiN�BEEorv. .•"x�� iNSTu�wu�s«BLOCKS _,1-0,6"•�.wex. Pea veT�u_,e.wr.rcx product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ' - - `II/ BEnR�wr,REr.oP e�oces copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include ROaFaeRO Forrest PROW= Rases s FOREST PRODUCTS \� BELOW TO POST ABovE. penalties of up to$20,000 per work Infringed,and$100.000 per work Infringed willfully. /Ili /�01 ��„ ROSEBURG FORESTPRODVOIS RPI JOIST .....,.".. ��� III/\, CONTRACTOR NOTES: DE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..11,•..,;7-1a r;mml;;°-.;"-''''°"'"° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS NTH BEARING NULL ABOVE POSTLOAD TRANSFER PETAL (UNLESS BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 Drs. Drs. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEP/N6 AREAS: THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: PATIO _ — a I — PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1-lpsf DEAD LOAD I I I I R I R1 R1I I I __R1 I I J2 �, 10'-3" 1. 10'-6" ,1 13'-3" - 34'-0" e " - I. J2 — - J2 1 2 I - - ---- - —_ -- -- PL15-400400( MAIN) Qt P 3413 A517(NEN) I, — ----J-2—.11 — -_ _ Mrk* Material Width Depth Grade g Gut Lth Tot Lth R 1 Jai 1 J 1 J - -_�- Jit 1 -1131 BLKG RFPI-20 3/4 1/2 20 3 60 J2 - - - - Z 1 R 1 055 m 9 15 144 7 RPM-20 3/4 11//22 /2 . 12 14 163 `12 - J2 RFPI-2O 3/4 1/2 16 34 544 L .J3 RFPI-20 3/4 1/2 5 6 30 J2 _ - - J4 RFPI-20 3/4 1/2 2 2 4 J5 RFPI-20 3/4 1/2 1 32 32 • J2 - B 1 RIgldLam LVL 3/4 1/2 1.5E 3 14 42 - - _ __ 52 BIG BEAM 3 1/2 1/2 2.1E 1 6 3 I. J2 1. -- V U = •I Accessories 00 I.,. H1 I THO 1 T 950-or-ITT 9.5 5 -. - .. J2 ,! :. B1 .,R1 ® ® R1 , f3},: 'I J� . I. JS B 1o $1 CONFORMS TO DESIGN CONCEPT J 1 D- a _ 21____!:)—___:_-__ ❑ CONFORMS TO DESIGN CONCEPT WITH J 1 K K REVISIONS AS SHOWN n J1 N 111NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FON GENERAL CONFORMANCE J1 1r V 41 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE "moi c - 4 - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J1 R1 OVER THIS SHOP DRAWING. _ '-1 By: Arnold R.Solomon Date:December 3,2015 J-1— l- - J1 CT ENGINEERING INC J1 = -4:1-- - -�,I _ - El CONFORMS rooE.uGNCONCEPT an NCONCEPTW.N — J1 ❑NoµconORMING-REVISE 8RESUBMIT J1 = d4— <.: .. By MILBRANDN• J ti w wk"r _Date s/iv:5 82--------_ ----- ::::- i ARCHITECT S J2 JO - JO I JB 1 E 1 I v J2 I LJS9 - • J IMPORTANT./ I\ f START START / 1 REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING I FRAMING FRAMING I PETALS AND I-JOIST INFORMATION ` PORCH � HERE HERE 1 PORCH ` LEGEND: O--HANGER GALLOUT Pace �t umber ® -SUPPORTING POST & -POST LOAD ABOVE TRUSS %�S COMPANY ® R -RIMBOARD e " 10515 5W ALLEN BLVD BEAVERTON,OREGON 9 1OO5 (503)558-5663 LB -LVL BLOCKING JB -JOIST BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ABO(NEM) CUSTOMER: POLYGON J =JOIST CALLOUT PLAN DATED: 11/23/15 B =BEAM(FLUSH w/JOIST) NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAM/L NENDER5ON DATE: 11/27/15 550=BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 5-400 (MAIN) SHEET: 1 Of 2 POLYGON 14"OPEN WEB JOIST @ 19.2" O.C. 3413 A(NEW) PL15-398 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products N 4 PIotID Length Product Plies Net Qty T START FRAMING HERE 9-08-00 4 Q RM1 42-00-00 1"x 14"APA Rim Board 1 1 Mil 1. r��� RM1 34-00-00 1"x 14"APA Rim Board 1 1 , RM1 22-00-00 1"x 14"APA Rim Board 1 1 El CONFORMS TO DESIGN CONCEPT 'w► ' RM1 8-00-00 1"x 14"APA Rim Board 1 1 El CONFORMS TO DESIGN CONCEPT WITH II''' I HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORRIANCE • BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORdANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY IBM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. 0, N N N N N N N N BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 u) N N N N u) N N O • • O O 10 O O '.O O O g• By: Arnold R. Solomon Date:December 3.2015 , u_ 2 '�2 u_ 2 :101 u_ :" LL `� " " `� " " " BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERING INC II BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TODESIGN COP., BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑" 11111 � BM2 21-00-00 7 X 18 BIG BEAM 1 1 " BM3 21-00-00 BBO1 1 1 "a,e ws 14 Ig " BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRA NDT ARCHITECTS - 11.0 ,3 ,"'--' —� __'�_i_s_s°— _• BMv=ter- - —I MI i 11'-0 �� O 3-05-14 €I uuj•ii®i ACCESSORIES QTY lail ■ Lai 1 ® TH017140-2 44 I �� -- © HUCQ1.81/11 5 I I ROO HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' IFLOOR LOADING' I I II BKS=BLOCKING I I O O OR ® O O 'O Q RM1=RIM BOARD 40 LL IRM' 11 1 ., 7 Iib u- ti O O u- ul1 1. u_ u_ W uL 15 DL I LL LL I,RL u- LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING m ro II, AND SHEAR BLOCKING REQUIREMENTS. II I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN II I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. II II LJI FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I --- IMO B v II •' BK�� sa��!19-1y0 3-0,F,-14 iI I M161 `� IBM6I BM3 —y + _ B _ o 6-08-00 4, l/ I/ / I Pacifi umber START FRAMING HERE > "�i� & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. l \II— , JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET 2 OF 2 -0W W c O -El F-_- > ? m pm; � I— o. s< w w � rA 0 a mm Z 4(1.?y CD Z z > 124 112' azo 1 v 11'41/2' r. . i j o N C1 m n 93 oazo � H C2 3 — J, -co I.< X2 (3 66 17, I tv �d a (2) c — -r • i 0. NIL% (4) C4 (3) n m m m w co W W 0. _ m w N wm y O �� ,+. 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QX CONFORMS TO DESIGN CONCEPT Z CONFORMS TO DESIGN CONCEPT 0- 0 0 ❑ CONFORMS TO DESIGN CONCEPT WITH E CONFORMS TO DESIGN CONCEPT WITH 0',Z El 4 REVISIONS NOTED REVISIONS AS SHOWN NON CONFORMING-REVISE&RESUBMIT NON-CONFORMING - REVISE AND RESUBMIT 0THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE > WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z CID P FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -44 Mt oDRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE m PRICRITYOVERTHISSHOPDRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 OVFR THIS SHOP nRAWTNG MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC