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Plans (49) /33 20 919 ei,7rekti "I Sr e7/(c) -- Oa 3 P 9 �' 1 I ' 1_' I IIill_ itiI u III I LEGEND I I —ss SANITARY SEWER Pacific I I I I { I II , —SD STORM DRAIN Community Design —� ' ---I _ _ w WATER LINE 12564 SW Main skeet I i II N I ® • MANHOLE Tigard,OR 97223 E I N I ■ CATCH BASIN m 503-942-9484 I 245.5—\\ 243.2 STREET LIGHT DATE. 1/11/2015 r _ _ _ _ - 40.0' _ REVISIONS t cDco, ,c2) — - STRAW WATTLE PERIMETER No. GATE DESCRIPTION EROSION CONTROL �♦ 19.75 ;1 I STREET SECTION, SEE 27.75 /I I © CONSTRUCTION DOCUMENTS ,— T— _ -; I- --I --� I N I I I; 1 �- / I ;- SETBACK SUMMARY i 'r_F--- I I� 1 1� 1-HR FIRE I I FRONT SETBACK: 12' I i I BUILDING: 3410B € ;11 I RATED EAVES -� 1 , SIDE SETBACK: 3' ie 3'00I FF=247.1 it 3 .00' ti I STREET SIDE SETBACK: 8' I 78 ` I REAR SETBACK: 3' 79 i 3,600 SF 1 , ( 77 PORCH SETBACK: 8' I I 1 1 1 41 I I ' i 1I ill I I 0,11 ho 1-HR FIRE GARAGE j °, N RATED EAVES I 41 ' ' I 11 N 11 I ; ill I 11 LOT COVERAGE: I _ 1 �-�__ 8.00' ai OP I € I i —1 ill ----r--- 11 PUE. - -- a e,_ 0 1 I' PORCH i1 I LOT AREA: 3,600 SF 11 — -1 ■ 20.00'x_-, ;;p-_- [SIDEWALK — RIVER p 245.6 q 90' 243 8 BUILDING FOOTPRINT: 1,443 SF TERRACE „� �� r 40.0' � � �"= — \ COVERED PORCH: 140 SF ,, `��.j"��` i m-mi. i "rte` ”` NORTHWEST °' / �`��`�,_� CANTILEVER LIVING SPACE: 0 SF XXVIginiri o ,�� _���i �` " COVERED PATIO: 0 SF WPM ��( M _,� M M M/ DECK AREA: 0 SF o WATER METER STORM LATERAL in24.00 LOT 78 as u� \ I us as Is : 1,583 SF a. PLOT PLAN A2co TOTAL COVERAGE SW SATSUMA AVENUE a —$$ $ $S $$ —$$ $$ 44.0 % D- 1- fV ' _zz4 mi 2 SANITARY LATERAL_, O_ -^r PLANT (1) STREET � IMPERVIOUS AREA: 2,058 SF - TREE: 2"CAL. `o GOLDENRAIN TREE / KOELREUTERIA o PANICULATA CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approvey Planning Date: c -1 '1 -1 2S1 W6 PROJECT NO-: 395-037 TYPE: CONSTRUCTION 0 LOT 78 (R-7, MEDIUM) Initials: SCALE REVIEWED BY: PRE CO 10 0 RIVER TERRACE NORTHWEST Q 13386 SW SATSUMA AVENUE 1INCH=20 FEET Z - PACIFIC LUMBER COPYRIGHT 7014 `" t t y t ;'''"%, RQSEBU RG FRAMING SYSTEM" - -„q� P r r t Qua1Th errginsered wood products fw'fodov�s builder- --........... uiJyer- i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. " n, n�-A,ff,„�.. �� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber /�///� �t /�. n �.n, r41'...•,.. a ”-°' iws ,I�I' Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RG1 DLAM LUL RIGS DRQ M`. rosrs.«a.ABOVE -.., TO BEAM.DELcr uAs*."sow's"BI.ocKs mp y y prohibited.Unauthorized use or _ �R TAE 14„Aro„ product supplier other than Pacific Lumber Co an Is strictly\E/ ' ..oae --`, I/ BB..sw AREA ora s copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ' Rp8£aaR9 x+a£ar na000cTs �OIIfBTA®'Lipi)C S _ Bmom ro.osT,•Boue '. penalties of up to 420,000 per Work Infringed,and 4100,000 per work infringed willfully. yq f\ '�' ES .all� • 1114 h L7 i AR+ 4€. 1 t t4,RD RFP JLJ S -w ie '%��, y III C. sf,.zri ',[.�' ..9 •• .• CONTRACTOR NOTES. PE5/6N NOTES: . M^ „w. • 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ...�,.•o-,.b.•,,,M--... 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RM.BLOCKING PANELS WRN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.rs. tars. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FLOOR LOAp/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psF DEAD LOAD SHEARWALLS SLEE16 TH/5/5 A PLACEMENT PLAN ONLY bopsf IV AREAS: A LOAD sf VLOAD layout is to be used in con junction with 12psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAO/N6: I °urchaser responsible for approving this 25psf LIVE LOAD IPATIO PATIO ayout prior to any construction 1 1psf DEAD LOAD 1 1 R1__. - R1 '. I R1 • 10-3 :..: i 10-b•... [, ..._ 13-3 _.. �, . AAAA. 13 3' 10 3 J- --ff- .10 3 :i3 ] 1� J3 1Jaj J3 ... 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JB1_.._ t I STAT HERE �'J1---- 317=-- FRAMIN .. J_1...... HER, ii J1 - � t a a._: >.».,x; iMPaR_ra/.,1.7.� PORCH PORG .Is.F,«.,,x..._. ”" REFERENCE INSTALLATION �� Dr DRMs TO DESIGN INCE i GUIDE FOR.ALL FRAMING DETAILS AND I-JOIST INFORMATION 1 n CON RMS S H TO DESIGN CONCEPT WI PL 1 4-35S (MAIN) Re! ONS as SHOWN • LEGEND: POLYGON ❑ ION C.Irf RPIIh -REVISE AND RESJBMIT 34 1 O BD I s-z E..;r lu Hilt EaAS I s,iMal.s0E wa. PacifILuiiiber MrK• Material Width Depth Grade Sty Cut Lth Tot Lth r�FAAAKIA.; .F r0Y IErcL i v cekuiv'HS t OH —-HANGER GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 f- " "`� '" "" s^ r c r c.n -SUPPORTING POST R 1 OSB Rim 1 9 1/2 9 1 6 144 c T 4.:+:r"' ti ,°T" ' .,,E « iN!Lt�a. 6, Todd li :It, :E:OctoSo 3,2014 & �`j� �+ 3 1 RFPI-20 1 3/4 9 1/2 5 b 30 CT ENGINE 1 RING INC I R Li S S COMPANY ED -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 1 4 168 R -RIMBOARD 33 RFPI-20 1 3/4 9 1/2 lb 34 544 •LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT 34 RFPI-20 1 3/4 9 1/2 2 2 4 :N CONFORMS TO DESIGN CONCEPT 110515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 SCALE: 1/4'- 1'-O' 35 RFPI-20 1 3/4 9 1/2 1 1 2 12 0 CONFORMS TO DESIGN CONCEPT WRN PLAN DESCRIPTION/NUMBER: 3410 BD JB -JOIST BLOCKINGREVISIONS NOTED CUSTOMER: POLYGON Jb RFPI-20 1 3/4 9 1/2 1 22 22 J -JOIST CALLOUT 151 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 28 3 NON-CONFORMING-REvsE a REsuaMlr PLAN DATED: 9/19/14 5 -BEAM(FLUSH w/JOIST) B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 33 ` -'''' 6.'1 DESIGNER: KAM/L.HENDERSON DATE: 10/21/14 BBO-BEAM BY OTHERS H 1 David R Burnett 1.,,t_20/22/14 I HDR -HEADER(BEAM BELOW JOIST) Accessories ITHO19950-or-ITT9.5 5 I �,MILBRANOT ARCHITECTS I PL 1 4-358 (MAIN) SHEET: 1of 2 �, 7 e .....3 3L} ' 3 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 RMI 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 63 START 19.7 0.C.HERE ) THIS AREA IS"O.C.13-0100 RM1 24-00-00 1"x 14"APA Rim Board 1 1 23-06-08' RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM11 RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 4" TO ° ° 00 9.. 8 8 ' a RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING e I BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 gill 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 BMI 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 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ZCONFORMS TO DESIGN CONCEPT ® LL LL LL 'LL LL IQ, BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH o o !o loos BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN LL LL IL 11.1. LL u 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 ❑ NON-CONFORMING-REVISE AND RESUBMIT 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 1111140) 0 BM13 3-00-00 BBO1 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE Ail 1 , B4 )III ■ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY '°e 'r ri�'� ' OVER THIS SHOP DRAWING, I Lii9 I A BM28 �, ACCESSORIES QTY Q TH017140-2 36 By: Arnold R. Solomon Date: October 28, 2015 I •I= M1 m' © HUCQ1.81/11 3 CT ENGINEERING INC i_. Lai �_ t`J sa :a 1x14 OSB RIM FOR SHEAR BLOCKING 28' ® P_. n 9. n � BM1� © TFL1714 1 /01 0CONFORMS TO DESIGN CONCEPT BK1- «arrG FLOOR LOADING ❑ CONFORMS TO DESIGN CONCEPT WITH RMI-RIM BOARD 40 LL REVISIONS NOTED 15 DL 1BM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL 0 NON-CONFORMING—REVISE&RESUBMIT p V POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE LL 0� �N AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVEI SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/1572'8 8 $. I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I EMs MILBRANDT ARCHITECTS r ; •- . . _ •I13 $ I 1.9 j ' _ cA 1 j11 • ■■M IF0 I B IBM7� BM __�_ DO NOT: Loosen,remove,cut or notch any part of the open web joist. ' Pacific .umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2