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Plans (124) t7f7 r. -cna/ 7 / 7. 7/ .542 54,E/i ' I 9 LEGEND: SS SANITARY SEWER Pacific 265.8 268 —SD STORM DRAIN Community 267.0. I. Design — — - 266 — — — ' —w WATER LINE 12564 SW Main Street �---._ -- --�_ G ® MANHOLE Tigard,503-941-9484 097223 1 264_,-----____4„-----------,---- 10- 64 �' �' ■ CATCH BASIN - 1 261 I DATE: 1/15/2016 j I 34.10'_ STREET LIGHT REvtstoNs STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I; I I EROSION CONTROL - I STREET SECTION, SEE 1 j I, 0 f CONSTRUCTION DOCUMENTS f I1h ! I 111 i I 4.00' I_ 1 91 4.00'— _, ! SETBACK SUMMARY II 1 FRONT SETBACK: 12' 90 lc. 1 4, 271 SF I SIDE SETBACK: 5' 1 BUILDING: 3413A I o 92 STREET SIDE SETBACK: 10' 1 FF= 262.67 �I REAR SETBACK: 15' I PORCH SETBACK: 8' I, I GARAGE SETBACK: 20' � I' I GARAGE .... 0 —� I II I O I `nom. I 1r —PORCH --0 I 6.00' I / �1 I _ LOT COVERAGE: 20.00'o . J -r _ \ 260.6 _ -18.37'22.39' I ,LE,_ LOT AREA: 4,271 SF g /1111ft Ng r• ...\-:\ RIVER 4 \ BUILDING FOOTPRINT: 1,469 SF TERRACE w y ','� 1�„- / /// \\` 261.2 \ _ % SIDEWALK "`"� !/ �' COVERED PORCH: 88 SF NORTHWEST cm - /� / ti- �/ ` ZG SPACE: 0 SFSANITARY LATERAL o - - IO: 0 SF co STORM LATERAL S DECK AREA: 0 SF oin a. WI WATER METER i LOT 91 N 7,-4---A-71--7 _ S►Y SggRiN 36.00 , PLANT (1) STREET k TOTAL COVERAGE: 1,557 SF PLOT PLAN a� l -- ?60 '4 AVENUE TREE: 2" CAL. JUNE -..,• . -' St SNOW DOGWOOD/ 36.5 % N ___ (,"---1-----1161...--.,�� / ORNUS CONTROVERSA AlM / IMPERVIOUS AREA: 2,237 SF 0 •a ; JUNE SNOW �, M -- �: ,„ci ' a. <, a• �1 1 Sn,'\ o _� N CITY OF TIGARD rn C a RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by PlanningCi) 0 p. PROJECT NO.: 395-037 % 2S 1 W V Date: /Oli/l(e- TYPE: CONSTRUCTION 9 LOT 91 (R-7, MEDIUM) Initials: LS 510 ° REVIEWED BY: PRE 0. RIVER TERRACE NORTHWEST 0 17371 SW SABRINA AVENUE INCH=z°FEET a Z PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM- =MCI ===.^^ i quality engineered wood products for today's builder'. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. NS Oda a The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RIGI DRI M- K'"°."•s ,II II -O Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other rosTs rrzo.+newe ; ro eeuziHG ee�orv. ,rt^^,.�,°,a'. n+s,ALL souns«eLALA5product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or �...-„�. ,II rEA ING.A,A FM.G tP P paasrFeaxe FOREST PRODUCTS x'6EFa1Ra()mOPEsrPpOO1l4TE 'E�' ------- e5LOBl TO POS'Ae e. celtieoff upt $20lans,100 per worts under theCopyright$100.Act.pIner work ed willfully. include `` / se�ory TO POST Aeove. penalties of to 520.000 per work infringed,and$100.000 per work infringeQ willfully. �� �IIl '"' RFPI JoiST ".�i��:---o r ewxsaaoroaearvaoeacls �' CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ^;,;p,;„;„',;;P,,;,wm„-,„-,,,� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ^”'l):,4'^'^ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS PITH BEARING HALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADlN6: 5)PROVIDE PROPER SUPPORT AT ALL psf EE OD 1 2DL SHEARWALLS 1 psf DEAD LOAD E l SLEEP/NG AREAS: THIS l5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: PATIO --_1 i_-- PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 11psf DEAD LOAD I I I I ® I LCL___ I R1 R1 R1 • J2 - - ,l-_ - 10'-3” • 10-b' 1. 13'-3” - - - 34'-0' Ii e' • 12 A - _ — J.2 T 11111-- . aPL 15-400(MAIN) .2k. \\*\ POLYGON 3413 ABD(NEYVJ MJr:: Materiel Width Depih Grade Qty Gut Lth Tot Lth rr - II'. II' B1 BLKG RFPI-20 3/4 9 1/2 20 3 50 Rti - ..1;,I'1 ___________42__-1 Jl _ Ji °j 1 is1 R1 05B Rim 9 1/2 9 16 144 d2� _ . - IIT J1 RFPI-20 3/4 9 1/2 12 14 168 - J2 RFPI-20 3/4 9 1/2 16 34 544 J3 RFPI-20 3/4 9 1/2 5 6 30 r'------ - • — 12 k, — - 14 RFPI-20 3/4 9 1/2 2 2 4 J5 RFPI-20 3/4 9 1/2 1 32 32 • J2 I_ B i RigidLam LVL 3/4 9 1/2 1.5E 3 14 42 52 BIG BEAM 3 1/2 5 1/2 2.1E 1 6 6 ,i— .t - U V - ,•iNM= Accessories " H1 ITHO1 i950-or-ITT9.5 5 oo Js so . so • Bs J2 _-gam p ri ry .-- gg.._ ; J2 JS i CONFORMS TO DESIGN CONCEPT 1py y��y J9 1L lA=fi d - _ 1 3 _ &d ° E CONFORMS TO DESIGN CONCEPT WITH ® L L e REVISIONS AS SHOWN 11 L' K J1 (V ('N ❑ NON-CONFORMING-REVISE AND RESUBMIT 1-1 — N NJ1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J 9 J 1 WITH THE DESIGN CONCEPT ONLY AND GOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J1 1 DESIGN DRAWINGS AND SPECIFICATIOIIS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. _14 J 9 1 By: Arnold R,Solomon Date:December 3,2015 J1 - - J-1— CT ENGINEERING INC JI • J1 El CONFORMS J1 - J1 ❑,C o"sioTio GN CONCEPT WITH J4 J-I-- ° 11 J1 By Alexia P, H I m8/12/15�----- -- 82 _---- .1-1---------- - M I L B R A N.D T ARCHITECTS --d - - 2 C J5 -I — J5 151 JB1 I I JO - JO = JB/�!� - .Li�J5 IMPORTANT/ � \ START START / REFERENCE INSTALLATION GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORGH i HERE HERE i PORGH ' LEGEND: PaciMLumber Ha--HANGER CALLOUT ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE R -RIMBOARD 105 15 514 ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-5563 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 341 3 ABY(NEW) JB -JOIST BLOCKING GU5TOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH W/JOIST) DESIGNER: KAM/L.HENDERSON DATE: 1 1/27/15 NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-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 +/- 4" TO AVOID PLUMBING Products 4 N PIotID Length Product Plies Net Qty 4 9 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 I IRM1l RM1 34-00-00 1"x 14"APA Rim Board 1 1 a_v .E�=. 8T =e. �-_� , ,,_b ,_, r RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT \��'' RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH HVAC RUN --o �'''' RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN I RMI 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 CONFORMANCE - , . 'i 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 CONFORMANCE WITH THE 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 g OVER THIS SHOP DRAWING. o o o ,o 0 0 0 0 0 0 0 ^ _ BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL " LL " LL LL LL LL '" LL " LL u. o o ° ° o o - BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold A. Solomon Date: December 3, 2015 EE LL LL LL LL LL LL LL LL I CT ENGINEERING INC "1' 1 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 CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 EI NON CONFORMING-REVISE L RESUBMIT BM2 21-00-00 7 X 18 BIG BEAM 1 1 -o. BM3 21-00-00 BBO1 1 1 R•M l i e zex a.k.4 r Date �s �� o AO BM 1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 NDT ,Acia— 1 I 5-'3 „_.0 ,:!11.,,,,, ,,laA 'il c-051145 /'I T —.,...— ...O - II B ACCESSORIES QTY ,r II II f 1RM11 DA TH017140-2 44 P X! II " I © HUCQ1.81/11 5 HVAC RUN ccI I II I 1x14 OSB RIM FOR SHEAR BLOCKING 25' II II m 2 . . , . » . . . . . . I Ii BKl BLOCKING FLOOR LOADING o`o to io E o oP.o I, w tt3 i I; 1-1-- u RMi-RIM BOARD 40 LL WLL LL '�LL LL LL LL LL LL o o LL �� 18 v 15 DL LL LL LL'1 0 U- I II REFER TO STRUCTURAL PLAN FOR ADDITIONAL �O , —g i 1 ' POST TRANSFER BLOCKING mi m AND SHEAR BLOCKING REQUIREMENTS. I II I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I I I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 11 LAM I II I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I #rb __ �d 0 �I �� IBM% II �BM6j6M16_,- _��� JBM3I RM1 IBM6I — B q 6-08-00 q 1 111 'I`I III 4 V �� Pacifi umber C <STARTFRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET SHEET 2 OF 2 o - - w M w � w o -0 � D m m Q M C. .< Co.) W —°i CO, O D D ti Q co• 0 r- ( ° D < m Z 49"-0' CD z m * 6-0' �-0' 41'-0' o m 42-0" 20 zi r1 o, _ o N zcri 431-0" 7 n o z T \ /� ` e CO C 63 r a, o° rn `° II M a M a —I � E1 (l ,, a , 9 Mii Xi Do N ': (V, J IN v_, cn w m m o 0 o — o w z z z —• n rs ca CO N -''. ( [Ti w �_ E \ C t I T. 3i 4 C .. tu C .7- (- V CFI 01 C 0,„, m om. 9-81/2< cn,��cnm . �o O , G ,m _>m- < L -IS le is _ Q m<z OOz z.>m mmzznoc „,� mnnmOZZmr r zpWmnma W (2) 10-10 . — zmKonz rt O.ozmzDxpz, (4) .a I' mO� mcO9 D3 _,. „ro0-OO.cOo .. a Oo cn11 << i OXX-IDmW�-1 {0 Z<MZFcopo o_ ` lot (3)D ;HmTC _m73 o cm mm �mo-immxa. cccZOnm• cDP, r.-1, m ,..160� o�� O - C N \ tz blocn cn w— dam ( C3 c 1D21 , 0. . 70 0 ▪ C II , , D1 Cl _ yin Mill 11'4 1/2' 4 '=' 12'4 1/2' 40'-2” I. at-r 13 CO p<1 CONFORMS TO DESIGN CONCEPT ❑X CONFORMS TO DESIGN CONCEPTo CONFORMS TO DESIGN CONCEPT WITH n9 0 CONFORMS TO DESIGN CONCEPT WITH ElCONFORMS AS SHOWN 0 c REVISIONS NOTED y 0 NON-CONFORMING-REVISE&RESUBMIT E NON-CONFORMING- REVISE AND RESUBMIT CIO 5 THIS 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 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOA/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE m DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAVING. By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC