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Plans (92)
Z. 6 7-177 /LcST�oIL 1237 54) 454.1d'6 1 LEGEND: F 282.5 284.3 Ss SANITARY SEWER Pacific Community —=T� 284'--.286- — SD STORM DRAIN Dcsi�n I N ► W I 1 co WATER LINE 12564 SW Main Sheet 1 MANHOLE Tigard,OR 97223 - -I - I -20.14' — — [ I 1 — CATCH BASIN [T]503-947-9484 27.63'.I _ I ,i DATE: 10/03/2016 If I STREET LIGHT REVISIONS 1 I I 1 1 iJ �n I, STRAW WATTLE PERIMETER NO DATE DESCRIPTION 1 ; 1 1 I I �� ___ , I EROSION CONTROL 1 STREET SECTION, SEE 1 © �' : 1 CONSTRUCTION DOCUMENTS 3.00' 1 , 111 I 3.00' 1 l0 1 3,600 SF of 110 Id I BUILDING: 3410BR ' (5,:, 112 SETBACK SUMMARY FF= 284.7 l FRONT SETBACK: 12' I II N II SIDE SETBACK: 5 co EN 1 '0"4-,...,_ � STREET SIDE SETBACK: 10' lb 1 HR FIRE ; GARAGE ', 1-HR FIRE REAR SETBACK: 15' RATED EAVES FATED EAVES PORCH SETBACK: 8 ._:1 i o �J 1 GARAGE SETBACK 20 ORCH — — II LEi _ +-- — I — 6.00' — x N.NN 16.08'-]---4- 20.11' fPUE 0 281.3 1 —Ti 9.98'- - - i - - — 283.2 LOT COVERAGE: l N --- LOT AREA: 3,600 SF RIVER ,r I �� BUILDING FOOTPRINT: 1,443 SF SIDEWALK � ' REVISIONLu TERRACE 3 `\ i WATER METER c � SANITARY LATERAL �� t`, _ / COVERED PORCH: 140 SF NORTHWEST R PLANT (2) STREET p 28.00' STORM LATERAL �+ TREE: 2"CAL. CANTILEVER LIVING SPACE: 0 SF •• Si. \ - - SD I � \ - KATSURA TREE/ o °` 1� =`'a� . CERCIDIPHYLLUM COVERED PATIO: 111 SF w SW AMELIA STREET `\\w JAPONICA v .. 0 \� N yak ,- — DECK AREA: 0 SF Cityof Tigard o `` TOTAL COVERAGE: 1,694 SF LOT 111 `" PLOT PLAN ,'r , f i co Y Approved 1 :$ n1 , .. %_c Bylik_ } �.4/ 1-\ — — — - _ IMPERVIOUS AREA: 2,233 SF a O d U V @ c 2 RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD 0 ] PROJECT NO.: 395-037 0 2S1W6 Approved �;y Planning TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE co LOT 111 (R-7, MEDIUM) Date: ?�1?.,11'i 10 20 RIVER TERRACE NORTHWEST Initials: J-- Z CL 17337 SW AMELIA STREET 1INCH=20 FEET • 6X6 6X6 -. P -,, 6x12 HDR -- - - —t v) i ccnv cn O (Ni 1 0O I— I O Q C3 / 8\ /4\ / �g\ \S1.2/ S9.0 ( P3 S1.2 STHD14 _./ 1.2/ � ST 1 STN 14 STHD14 , 1---__ _ 1 , _ ,��,-�__ _ 4X10 HDR .124.10u0 \2 12.1.-1 __ _..___(282X10 HDR 6X12 HDR T 2)2X10 H R -� G��-'I----'I _��_---;77,_- _LST �_ i .,.. ___�JI�-----moi I i �I 1 — E --- _. -- ( ' ___—)—i —i—� III (2) KING STUDS �� J I III W/ TRIM STUD `I �-----------\----J I iii ,EACH SIDE MIN. X N Plan MAIN LEVEL SHEARWALLS 3410, UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio jr 16 PATIO WIDTH VARIES PER LOT I- D21. • . 1 a_ Patio w 1 — ` 34'—O" 4'-9" 8' 4" w ` 5-0. 5 0. SL I 2-615-0 SH 6-015-0 F 2-6 5-0 SH is i__i i o �_i I I J o 1 DW`-r----- eL ® rn --J IPlan 3410 MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio i 34'—0" 3'-3%8" PATIO WIDTH VARIES PER LOT 6" 15'-11%2" i 834' 834. t 6x6 PT POST \ , i 6x6 PT POST THICKENED 1 16 L __ w r SLAB EDGE D2 4'-6" I o 6" 3'-6" `� 31/2" CONC. SLAB N LL, CE)/5\ wE, . : i_smi Di i___, S1.2/ a ab \S6.% P3 S82 \ / r \I I 'o, __ ATL Q14_-- - -I smal ¢ T 3&4 -21/4" -113/4 1 I 7 %Z., I �3 I r 18X18X10 FTG I Plan* 3410 FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = i'—o" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 & A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. /`1S57- 2-0/, - 003 LEGEND: /" 282.5 284.3 Pacific a57pu�q n1n fl !r ... ,... rv_ .. _ SANITARY SEWERCommunity — — — STORM DRAIN 1-- — — — 284 — WATER LINE , 12564 SVV Main Street 1 I CJ MANHOLE f Tigard,OR 97223 1 CATCH BASIN [T]503-941-9484 — i I/ 1 27.63', I I — DATE: 10/03/2016 [ II I STREET LIGHT REVISIONS I � STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 1 EROSION CONTROL z ' 1 7 1 i STREET SECTION, SEE 1 ; CONSTRUCTION DOCUMENTS 1e'r 3.00' 1 111 �" ter- 3.00' 1 3,600 SF I 110 IR i BUILDING: 3410BR �I ' 112 SETBACK SUMMARY - 1 FF= 284.7 FRONT SETBACK: 12 09 1 II I SIDE SETBACK: 5' 1 STREET SIDE SETBACK: 10' a 1-HR FIRE 0 0 GARAGE REAR SETBACK: 15' ] 1 HR FIRE °' RATED EAVES 1 R4TED EAVES PORCH SETBACK: 8' / GARAGE SETBACK: 20 E Il I L I E' I� ,'ORCH _ I -1---Zt, _ .-.r- el —ii r — — II 1' I 6.00' 0 1 d 20.11'' PUE - o — — 1 16.08'1 - _ 281.3 / 9,,,,t _ ,.98'- - - - o 283.2_ _ LOT COVERAGE A v., , ‘ , , , . ,-,--{ -- ,' k ,� , ) %// �� LOT AREA: 3,600 SF w 2 1 , 1 , -- ��', A SIDEWALK i v A RIVER �e- o „ tom— 3 WATER METER �` — - I BUILDING FOOTPRINT: 1,443 SF TERRACE SANITARY LATERAL :/ 1` ' — COVERED PORCH: 140 SF PLANT (2) STREET NORTHWEST 0 28.00' STORM LATERAL �� TREE: 2" CAL. CANTILEVER LIVING SPACE: 0 SF Stl SD _ ._gu - KATSURA TREE/ • 0 v _ �... oo - w CERCIDIPHYLLUM -�= - COVERED PATIO: 0 SF 0. w — w SW AMELIA STREET WJAPONICA \A t E.,- _iisuicapiliiiiii�' DECK AREA: 0 SF -� 1 o c. 1 omil r" k,EN �. LOT 111 TOTAL COVERAGE: 1,583 SF LL_ NN } PLOT PLAN 2 — I ; — _ _ 44 0 % / IMPERVIOUS AREA: 2,221 SF — a i 1 1 — (— — 0 a U 0 0) 3 CITY CF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 C /„� Approvedby Manning PROJECT NO.: 395-037 P 2 V 1 W V TYPE: CONSTRUCTION Date: ti 2* LOT 111 (R-7, MEDIUM) SCALE O REVIEWED BY: PRE 0 RIVER TERRACE NORTHWEST initials: - 17337 SW AMELIA STREET 1INCH=20 FEET "rc" PACIFIC LUMBER COPYRI6HT20I4 ROSEBURG FRAMING SYSTEM"' ..«mt=ain` T "°""per„wa ,I' ' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. qualify engineered wood products for IVUOV=S btlllde('- F.:-,: sOLm BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber F.:-,: z. POSTS PROM ABOVE „ E Company,which retains copyrights to,and ownershipof the plans.Use of these plans byanyother 'G,' -.«. ` III% sELOnrorosrnBovE. product supplier other thaPcific Lumber Company Is stritly prohibited.Unauthorized ue or IGID M�LV L IGID iM� ate= copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include MUMPS FORM puooacn iraaFalAp(ORf57 Pronuers i \\� penalties of up to$20,000 per wore Infringed,and$100,000 per work infringed willfully. i. In. 40` RFP/ Jo!sr .'/I' ROSSIWRO FOREST MOODY= /III CONTRACTOR NOTES: 0E5/GN NOTES: „'••,.,_ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM V A5 "�"�Tr. r=w"+--=mo, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �'"'may Po° -�. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPi BLOceING PANELS MTH BEARING AALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Kr.s. N.T.S. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 42psf VOD SHEARWALLS 1 2psf DDEAA D DLOAD SLE 0psf 3 ING THIS/5 A PLACEMENT PLAN ONLY. 0ps f 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 ROOF LOADING: - --, Purchaser responsible for approving this 25psf LIVE LOAD I 1 I I ayout prior to any construction. 11psf DEAD LOAD I PATIO 1 PATIO R1 a ____ R1 R1 I R1 10'- , 10'-6" lr. 13.-3" - 1 3'-3” 10'-6' 10'-3° EI — __ I __ 3--=_- - MEI I. _ _______:---- __ I� �i'. JB I. -- - -- --- [ — J7 �;l --- 111 - 1 li _ 'I - - -I - I d-3- �. _ _ _ _ X11_ �1 A I, JB I - Ji I In _ ..ah, I. ui ' - J9 li r U I, r 0 1R1 R1 -- o pd I 0 J9 _ 1I _�II��' r, B.T dg 1----,--------A-1 — p41 II_.. 6 F-- I,. II JIC B1 L O JS ry II R1 Si n ----15- 2--------- - ' -�2— =---- d K I J2 . - J2 K ry 01 - -'----2 - N 1 J2 _- J2 -------- lik ® J2 - J2 ®-- J2 J2 - R 1 - _ ---- R 1 I START �I _ Jr� --1 START FRAMING -_ - �� FRAMING HERE iiMini 1 J„C; / HERE PORCH PORCH IMPORTANT/ • REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-355 (MAIN) LEGEND: POLYGON POLYGON 5410 BD(NEW) ', a- MrI Material Width Depth Grade Qty Cut Lth Tot Lth pacifi (r� umber H HANGER GALLOUT JB 1 1 BLKG RFP/-20 1 3/4 q 1/2 20 3 60 ® -SUPPORTING POST R1 056 Rim 1 .1 1/2 10 16 160 J1 RFP/-20 1 3/4 9 1/2 5 6 30 e -POST LOAD ABOVE J2 RFP/-20 1 3/4 9 1/2 12 14 1 68 & TRUSS ., C C1 tM P A N Y R -RIMBOARD J3 RFP/-20 1 3/4 .1 1/2 16 34 544 LB -LVL BLOCKING _ J4 RFP1-20 1 3/4 P 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 J5 RFP/-20 1 3/4 P 1/2 1 12 12 PLAN DESCRIPTION/NUMBER: POLYGON 34 10 BD(NEW) JB -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-O" CUSTOMER: POLYGON J -JOIST GALLOUT B1 RigidLam LVL 1 3/4 q 1/2/2 1.5E 2 14 25 PLAN DATED: 1 O/2 1/1 5 5 -BEAM(FLUSH w/JOIST) Accessories HDR -HEADER(BEAM BELOW JOIST) H1 ITHO 11950-or-ITT.1.5 5 DESIGNER: KAMI L.HENDER50N DATE: 10/21/1 5 550-BEAM BY OTHERS PL 1 5-3 5 5 (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 PlotID 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 16"0.C. S <START 19.2'O.C.HERE S �Ia`14,,,IA .1......11.1.r.;�23-06-08 q RM1 24-00-00 1"x 14"APA Rim Board 1 1 / .VE JOIST FOR PLUMBING 13-01-00 q� RM1 12-00-00 1"x 14"APA Rim Board 1 1 JJ " TO RM11 kRM1 9-00-00 1"x 14"APA Rim Board 1 1 G r o- BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 naliiiiJ. 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 LL LL I BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cocorn rn I- � ' I, r` r` oo LL LL LL LL LL LL LL LL 'LL LL \�) BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 Y BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N o 0 0 0 0- BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L L L LL L BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 cc BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 O A I I BM13 3-00-00 BB01 1 1 lIf II:K1 .., 14°4, --Imo _2 =,=:---,=---=‘,.,,,,,2 6-14 ' TC�? 0 .�u- O i ACCESSORIES QTY O '11 1111 0 TH017140-2 36 RM1 II 11111--IBM1 A i _-IBM3 1x14 OSB RIM FOR SHEAR BLOCKING 26' 1 © TFL1714 1 I. r ccBK1=BLOCKING FLOOR LOADING 1RM1=RIM BOARD 40 LL I co co CO CO ICO CO DO LLLLLL LLLLLL 15 DL Iiu- IBM31 I ;o I REFER TO STRUCTURAL PLAN FOR ADDITIONAL B POI � LL LLI 'U- POST TRANSFER REQUIRE I. AND SHEAR BLOCKING REQUIREMENTS. _I �,,. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 LL I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. EI col ,o ;salI FLOOR DESIGNED TO MEET OR EXCEED L,/480 DEFLECTION CRITERIA I II °- , II I BMS :} I7 PID 1�-= -A _�—r_•-P 1 II I—a�I�j ii I RM11 TSI'-' B 9 ark oR P2,11 uo r q I;--�-- mirr DO NOT: Loosen,remove,cut or notch any part of the open web joist. Paoli I umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 34'-0' ri 1 1 a N a ., a a :. 4 - - ri ---- 2 C3 (6) N • Y 01.19 b PS VS 8:12 Li° kJ ta C2(12) 1 1 ....-. __ __.... .... _.. __ . ..A\ .... v. 1 CO .0010 6:12 —/ .— r9 j § II:u 8'12 GARAGE co D2 (5) b N D1 . I 13'-61/2' I- 14'0 22 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 10/26/15 PLATRS CALCULATIONS A D° ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3410-B 10-22-15 INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD ' PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NOB-TRUSS , TOOum � TRUSS CONNECTIONS.BUILDING 3410-B B CHECKED BY: DEER/ENGINEER OF RECORD TO CO A N Y REVIEW AND APPROVE OF ALLTRUSS DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 4a 1/8" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.