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Plans (443) %Mb20 ri - DO 36G op 1 w ries(J�\ 6 L �� � � (/` . LEGEND: —ss SANITARY SEWER Pacific i — – _ —I — — s STORM DRAIN Desi Community el ^+ 1_,1,-, ro M —W WATER LINE ��125dq SW Main Street M_ M— -M- _M_ _M M —M __ - 4.` 11 I 328.7 I 1 / I I ' ® • MANHOLE Tigard,OR 97223 331.9 [T]503-941-9484 ■ CATCH BASIN . / 4( _ l — — I \I i 50.0 I 1 — ' — — DATE: 6/16/2017 I r 1 REVISIONS h 1 / —E — STREET LIGHT NO. DATE DESCRIPTION �� � � 1 / 17.00' 1 F ____ _____ i 125_000_ I C STRAW WATTLE PERIMETER -Th----1------1 1- • EROSION CONTROL I 0r I ---- II f 1 1 I ` I ' : �� FLOW DIRECTION ARROW �, r I 1 J I .� I 1 II i —I , I STREET SECTION, SEE a I ' 1 ; i i 52 11 I 79, ; © CONSTRUCTION DOCUMENTS ISI I ti �_ f 1 f y 4,500 SF I) /1 ol�l 5.21' 11 i ' 11 I 1 ci I j BUILDING: 1I of SETBACK SUMMARY 0 i 53 i�os 1 � 5BR = 1 a I � 51 FRONT SETBACK: 12' 1a i l` i / FF=334.51 / ,I I i 1 SIDE SETBACK: 3' Q / r, I 1 f ; I ; 1 STREET SIDE SETBACK: 8' E Ie i f 1 1 1 I GARAGE 1 i I 11 FRONT GARAGE SETBACK: 20' 11 II 1 1 1 ,I I I FRONT PORCH SETBACK: 8' :� fl �� ? I 1 1 1 i � ; / REAR SETBACK: 15' r. '�>, I i 1 'I i 1 1 iI (I ' REAR COVERED PATIO SETBACK: 10' Os Li I I L I I / t 1 yAirCuliti "rr . 1� 6.00' 1 -IIf11If' Ji--�V_I I rz,. a913111'� L PUE, TYP. 1 ,i PORCH t ;, 1 ��a`;,,�n, 1 - 20.00' °'�'�`"'*'�'+"i� _ _ — 1 °� _� , — LOT COVERAGE: ,0'1 �"��".o,•.�rairk — —i RIVER L, `� , C— ll, — - - 12.60'- - - -, - - - — 4 wi►� �lriri� iIWZt ih. f LOT AREA: 4,500 SF TERRACE ,! BUILDING FOOTPRINT: 1,800 SF FA EAST ter. �������ir�������� COVERED PORCH: 166 SF i. / `r STORM TERA� �iviramm �llW fillIMP ' / COVERED REAR PATIO: 170 SF U W �� �( /4A7 Nj NMI Al g SANITARY LATERAL WATER METER CANTILEVER LIVING SPACE: 43 SF as as tic a4 gm as 52 (1) YELLOWWOOD I DECK AREA: 0 SF PLOT PLAN CLADRASTIS KENTUCKIA SS , SS V SS t `` lia TOTAL COVERAGE: 2,179 SF o p111,<, \ \ 6k_) SW FRIENDLY LANE ` \ 48.4 % °�o 7 \ _\ ` IMPERVIOUS AREA: 2,677 SF I v 0 c CITY S" 'wr4 2 POLYGON NORTHWEST (503) 221-1920 Approved Ldv Plannir-,I.; 0 PROJECT NO.: 395-041 TYPE: CONSTRUCTION 2 1 W6 Date: 0 SCALE REVIEWED By: PRE LOT 52 (R-7, STANDARD) Initials: _ 10 20 M RIVER TERRACE EAST a 16794 SW FRIENDLY LANE 1INCH=20 FEET z ROSEBURG FRAMING SYSTEM" "-��mm PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- ''`- '," " memo These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. w�mBo..Au The plans maynot be re-used or copied,in whole or art,without writtenpermission from Pacific Lumber .:., -. ,I (I ��I Comany,whih retains copyrights to.and ownership of the plans.Use of hese plans by any other RI GI D LAM LVL RI GI D R I M 11 --,�IIIE acs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PROouCTS ROSEBURG FOREST peo0ucrs ,I/, i':'5";'''':':" BELonG AREA,'LOC copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �� `� penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. —`\.',,t. .. RFPI JolsT RQWWO FOREST PRODUCTS /►-%! :%II0' =.7h ` GONTRAGTOR NOTES: DESIGN NOTES: ......,. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..r.-.o,..."a... 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR nn.�movi.."',w'a..e,:'e"-"""" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD / MAIN FLOOR 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOLKM6 PANELS NTH BEARING MULL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/450 N.T.S. Tars. SCALE: 1/4*- 1'-O' 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEAR W ALLS 1 2 psf DEAD LOAD SLEEPING AREAS: TNlS/SAPLAGEMENTPLAN ONLY 3opsf LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD START START Architectural/Structural plans.Verify all I I I I shear wall blocking placement and connectors ROOF LOAPING: I I FRAMING FRAMING I I °urchaser responsible F or approving this 25psf LIVE LOAD PATIO HERE HERE PATIO1 ayout prior to any construction. 11 psf DEAD LOAD R1 II 1 RI RI 111 III R1 JIL � ••) J•2 J2 .I. ..14 1 I .12— I I I ® CONFORMS TO DESIGN CONCEPT J. s B3 --- ❑ CONFORMS TO DESIGN CONCEPT WITH - _! � _ I�� Jill ! I I REVISIONS AS SHOWN -1 1 I .-.16,----- •• El NON-CONFORMING REVISE AND RESUBMIT • I� J i Vii �_ 1 11 - � I - I, --H 1 -l6 , WITH STHOP E DESIGN CONCEPBEEN T NLYREVIEWED DOFOS R GENT ERAL CONE FORMANCE 11.., II - ',i - --I I J6 - i_1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1) J2 — I J6 — OVER THIS SHOP DRAWING. J2 -12 _ II By: Arnold R.Solomon Date:May 11,2016 Jz '_ J2 I. CT ENGINEERING INC I ':_ —®'fir—. - I __�. — •� mss ,orf I I I ,16 ,'! �j` ( Js 0 0 J2 ' 111111.-- _ X❑ CONFORMS TO DESIGN CONCEPT I ' I' i ❑ CONFORMS TO DESIGN CONCEPT WITH 1-1 11 :_: � REVISIONS NOTED Vr J1 81 .1 I I B ® 11111111111111111111111111111 f — ;I I NON-CONFORMING-REVISE&RESUBMIT 111 I, O O •' �. ' _ I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GEHJERPL CONFORMANCE R 1 J9 N TV — — — WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN IILL � - DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE • `1B K K -� ( PRIORITY OVER THIS SHOP DRAWING. __ f f EN Jeremy Pfarr Date 5/11/16 -- �� - — � � J8 By -------- /55 I - tr ,e MILBRANDT ARCHITECTS R 1i. JD * ji Ile JD -.1 I; ___ i J5 I. J5 .I. • J 9 1 all a I 1 L,p;_ _ -- __ J2 -- J a 2 1 I I .. J2 _.__J2--=_ i I I IMPORTANT! PORCH PORCH REFERENCE E FOR ALLFRAMING DETAILS AND I-JOIST INFORMATION LEGE NG Paciiumber HO—-HANGER CALLOUT P 1 5-5 2(MAIN) P0. --N SB FRONT TO BACK Mrk• Material Meth Depth &rade Qty Cut Lth Tot LN ® -SUPPORTING POST Rt c55 Rim 1/2 10 16 160 & TRUSS \ COMPANY ® -POST LOAD ABOVE B1 RlgidLam LVL 3/4 1/2 1.5E 2 14 22 B3 RlgidLam LVL 3/4 1/2 1.5E 2 _ 14 38 t B3 RFPI-2emLVL 3/4 1/2 1.5E 2 12 24 R -RIMBOARD J1 RFPI-2o 3/4 1/2 1 10 10 1 051 5 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 J2 RFPI-20 3/4 1/2 12 12 144 LB -LVL BLOCKING J9 RFPI-2o 3/a to t3 20 Sao PLAN DESCRIPTION/NUMBER: 5E3 FRONT TO BACK JB -JOIST BLOCKING Ja RFPI-20 3/4 In 2 2 a CUSTOMER: POLYGON J5 RFPI-20 5/4 1/2 3 14 42 J -JOIST GALLOUT J6 RFPI-20 3/4 1/2 12 30 360 PLAN DATED: 1 1/24/1 4 Jl RFPI-20 3/4 ' 1/2 1 26 26 B -BEAM(FLUSH w/JOIST) J51 51-KG RF19-20 3/4 1/2 25 3 75 HDR -HEADER(BEAM BELOW JOIST) JB2 DI-KO 1.75 LVL 3/4 1/2 1.5E 6 5 13 DESIGNER: KAM/L.HENDERSON DATE: 2/1 6/15 B130-BEAM BY OTHERS Accessories Hi ITN01195D-or-RT9.5 4 ' PL 1 5—5 2 (MAIN) SHEET: 1 of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 ly RM11 RM1 12-00-00 1"x 14"APA Rim Board 1 1 - V J.w RM1 11-00-00 1"x 14"APA Rim Board 1 1 ®', RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 _ - RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I'__ If _ -4(1. BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • ----:,--1— al_ ` '` Bim' M BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 oAi 0 _ _ BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 —i er/111 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 id.i „�; ; BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o uroo- a BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 NIA BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 co BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 4-00-00 BBO2 1 1 I `n FLOOR LOADING BM5i pJ BK1=BLOCKING 40 LL 15 DL _ —l �e$� � — — —T—�-- r"'-� RM1=RIM BOARD imppli ACCESSORIES QTY II 0 TH017140-2 21 . . . . . . . . . ® ITT14 3 I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' I I © HUCQ412 1 I II SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN M m REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING = _-,AK1 = =o AND SHEAR BLOCKING REQUIREMENTS. I A I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 6-0E-004 I —s -� �___K1I._ _��_$�I/f,__ __._�_ 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' JBMSi II a RM1 Ia—R. .N—�© . 0 IL—.a--4,—.4.—c.—a JI ) ' ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®coHwRMGrooEaG"mHan 0 NON•CONFORMING-REVISE AND RESUBMIT ❑ C0' Tw'R' THIS SHIP ORCRINS INS BEEN REVIVED FOR GENERAL CONFORNNTE III II R (24x36 SHEET) SCALE: 1/4” = 1'-0" ❑ • RITE TIE RESIGN CONCERT ONLY AND WES NOT RELIEVE THE PacM r. umber FABRICAE ORVENDOR OF RESPONSIBILITY CO FOA T RSOAWE T KITH THE DESIGN EARRINGS AND SPECIFICATIONS ALL OF REICH PAVE PRIORITY -EH Hu s OVER THIS SHOP LAMING. CONTRACTOR SHALL VERIFY ALL DINENSIDIE �, �'��Mao BAA ru ,w FAY! 9/99079 n By. Todd R.F9tU1 ^a e:IeAtenDer 19.EOM & TRUSS COMPANY MILBRANDT ARCHITECTS : CT ENGINEERING INC