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Plans (384) 7\-- �� kki � �.,'�, ( ,\r��,�Ck \,v . F LEGEND: F.F. ss SANITARY SEWER Pacific o— I SD — STORM DRAIN Community _ Design ` —1 y �� it —w WATER LINE — — t• 12564 SW Main Street I (,-._ _; L , ___. ® 0 MANHOLE ... Tigard,OR 97223 L----„, —, l CATCH BASIN Fr]503-941-9484 313.5 DATE: 8/17/2017 — 7 , \ 316.0 — \ REVISIONS ;_ l 60.0''1 )� ` —I�— STREET LIGHT NO. DATE DESCRIPTION FLF _ 16.25' \,_� STRAW WATTLE PERIMETER 24.75' c EROSION CONTROL \ �� * FLOW DIRECTION ARROW �t ��- ��I __ L_- • STREET SECTION, SEE \ CONSTRUCTION DOCUMENTS 158 ,.•10 1 ; \ �v i 0� �� 5,580 SF I \ 1 -_- ° a3 11 I ,\ \ SETBACK SUMMARY \ BUILDING: �L\ FRONT SETBACK: 12' a 159 'qr157 SIDE SETBACK: 3' 5019AR , -IOs ► \FF=305.71 '>~l °(` 1 STREET SIDE SETBACK: 8' \ _ FRONT GARAGE SETBACK: 20' 0 4.82 , \ I 1 FRONT PORCH SETBACK: 8' I� GARAGELO, \ \ \ REAR SETBACK: 15' REAR COVERED PATIO SETBACK: 10' r- — — \ t5.18' ��I v )\-,lic �; , - - �Ill �1 ' I I — — —t- ` 6.00' LOT COVERAGE: o �I = 7 "^ PORCH it PUE, TYP.__- RIVER . 4. �N ____—:--_r_ L\\ 20.00' \ — LOT AREA: 5,580 SF TERRACE — -18.00'—�- — 13.00'- - - - i__23 aJ — 7 301.5 ` 303.8 # BUILDING FOOTPRINT: 2,364 SF EAST o r I��I� 7 60.0,///y, 0.0'f X COVERED PORCH: 312 7 / i f ��Y �. / f0,111Millek//60 / I / i WATER METER% SF o - ��1{ Crl TIO . °' ' COVERED REAR u / G t PATIO: 0 SF v _ 7 lill , + W w �„ w7.- VAr \`, �► rf .\ CANTILEVER LIVING SPACE: 41 SF STORM LATERAL I 158 P, as as , as „; as (2) KATSURA TREE / --`c DECK AREA: 0 SF PLOT PLAN SANITARY LATERAL ° -° CERCIDIPHYLLUM "° 1 \ TOTAL COVERAGE: 2,717 SF O / f .�- — JAPONICA / c,_ — I SSS 5 SS ' \Ail /- \ 48.7 % , -`-- SW AUTUMNVALE LANE IMPERVIOUS AREA: 3,195 SF / I; II II Il ii0 CITYOFTI ARL) ,Approved b Planning POLYGON NORTHWEST (503) 221 -1920 Date: /L>1ll1l�- 0 C initials: /\� PROJECT NO.: 395-041 % 2S1 W6 initials. „�.._® �1 _ TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE .71- LOT 158 (R-7, LARGE) 10 D cor--, RIVER TERRACE EAST 16604 SW AUTUMNVALE LANE 1INCH=20 FEET Z ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI v LAM LVL RIGI oR�M� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSERURO FOREST PISDRCES aos at GFGIREST PROouC15 copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work Infringed,and 5100,000 per work Infringed willfully. W'stRFPI-Jos' r 7 CONTRACTOR NOTES: D55/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DDEFLECTION LECT I N CRITERIA (UNLESS NOTED OTHERWISE) START START 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: F'AMING / FRAMING 40psf LIVE LOAD . RE HERE SHEARWALLS ROPER SUPPORT AT ALL 1 2psf DEAD LOAD RA I— -R-1-- ��//// 5)i h 1 SLEEP/NG AREAS: BNT PLAN NL � 30psf LIVE LOAD t= - J8 This layout used conjunction th 12psf DEAD LOAD Architectural/Structural plns.Vey a—J9 shearking placementand connectors ROOFLOAD/NG: 111 1'. J5 Purchaserpnsiblefor approving this a outr toany construction. 25psf LIVE LOAD 1'ipsf DEAD LOAD L__ J8 R1 u ,:, jl'i— 1 J9= - R;1 }$ I J9_ JR ' 1 _ J I I Ntr, 1V. L - - " ry ... n.�-. Ph-R t --Ni- i :':-T a....N. O _ °awYE-M . . a . o J , 0 ® _-- ..-- J T RFPIBLOCKING PANELSslTH BEARINGNALL ABOVE �n - -: _ 2cb vo rrvnLL an ELo .11 (�_ E _— I — = tv n =-Jfs lT_ - _J Fu t.{F- J5 41111 � SOL�sLooKN.L ] .o,.,��AaL /EITm : l -J48Y62 _. 62 _. ...__...- -- Si J pp rvaaAAppp'- --- J 1.:_. J t1 , , 1II r t� JS ql l' 1111: POST LOAD TRANSFER DETAIL - _ _ I I JB-_- - - JG --- _ _ J� J I I PORCH 1 \ i PORCH 1 1 1 1 1 I IMPORTANT/ J L REFERENCE INSTALLATION UPDATED SOLOS KLFI REVISED I6'14/1S K. GUIDE FOR ALL FRAMING PL 14-4 1 1 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 19 A ®CONFORMS TO DESIGN CANFRr LICONFORMS TO DESIGN CONCEPT Mrka Material width Depth Grade atytLth Tot Lth 0aDry N[ONM.WNN El RigidLam LVL 3/4 9 1/2 1.5E 2 14 25 El ID CONFORMS TO DESIGN CONCEPT WITH 02 RigidLam LVL 3/4 9 1/2 1.5E 2 16 32 uo LEGEND: REVISIONS AS SHOWN 55 RIgIdLam LVL 3/4 9 1/2 1.5E 2 2 4 �� 54 Ptak:Lam LVL 3/4 9 1/2 1.5E 1 10 10 Pacifi4umber( H __-HANGER GALLOUT NON-CONFORMING-REVISE AND RESUBMIT Bs RlgldLam LVL 3/4 9 1/2 1.5E 1 a a °'�p;�„,�"�',` D„�8/1,s�M1 �/ R1 056 Rim 9 1/2 9 16 144 eMILBRANDT ARCHITECTS ® -SUPPORTINGPOST THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 RFPI-20 3/4 9 1/2 1 24 24 & TR US WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J2 RFPI-20 3/4 9 1/2 10 36 360 COMPANY e -POST LOAD ABOVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J3 RFPI-20 3/4 9 1/2 3 20 60 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J4 RFP-20 3/4 9 1/2 1 15 13 R -RIMBORRD OVER THIS SHOP DRAWING. J5 RFPI-20 3/4 9 1/2 1 6 6 105155W ALLEN BLVD BEAVERTON,OREGON 51005 (503)555-5663 J6 RFPI-20 5/4 9 1/2 a 30 240 MAIN FLOOR JOIST LAYOUT By:LB -LVL BLOCKING MRP Date 12/16/2015 JT RFPI-20 3/4 9 1/2 4 52 125 Ja RFPI-20 3/4 9 1/2 10 14 140 SCALE: 1/4”- 1'-0" PLAN DESCRIPTION/NUMBER: 501 9 A JB -JOIST BLOCKING - CUSTOMER: POLYGON CT ENGINEERING INC J5 RFPI-20 3/4 9 1/2 10 260 J -JOIST GALLOVT JB 1 BLKG RFPI-20 3/4 9 1/2 403 3 120 PLAN DATED: 12/1/14 B -BEAM(FLUSH w/JOIST) Accessories NOR -HEADER(BEAM BELOW JOIST) H1 TH011950-or-ITT9.5 5 DESIGNER: /GAM/L.HENPER5ON DATE: 12/5/14 550-BEAM BY OTHERS 4-4 1 1 (MAIN) SHEET: 1 of 2 START FRAMING HERE S 0 9-00-DD /Co/ q 8-00-00 MOVE JOISTS +/- 4" TO I AVOID PLUMBING E 1. 24"OPEN WEB JOIST @ 19.2"O.C. L o 0 KIBBONI 7 POLYGON N N a P_P—®—® iA_.....P____F LL LL_- 19A (old 5019A) PL14-411 UPPER ® CONFORMS TO DESIGN CONCEPT 1113/2015 ❑ CONFORMS TO DESIGN CONCEPT WITH t, i n I, r n n n r- n n n v �m o m REVISIONS AS SHOWN LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U- LL wLL LUL LL ❑ NON-CONFORMING-REVISE AND RESUBMIT F31F28F228 Products THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIOtID Length Product Plies Net Qt WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE , m m co ", M c," g y FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE LL LL LL LL 'LL LL LL '.�u`�_ BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. A BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 SXTEN IBM, rrl N BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 By: Arnold R. Solomon Date: November 6, 2015 G ' BEYOIDPO r M' L CT ENGINEERING INC O F05 , LLI BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 w-11,13,6 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 ®CONwPMsroOESG"CONCEPTcC_�_�_ —1_—�_„.121±11_ . �...--LI 1 -1--_rI - F28„ F28 F28 F28 ❑ eev7 -0- -70- 0 e -7 c s ._..-- IBM6I .. < °. Y11. w” ,.' C0 IIESUBMR • ONCONFORMING R& Fr�m�rwve 17-04-03 u- u.I N C! '„< / QA A u- LL LLI ACCESSORIES QTY °., F30F28 F28 F28 F28 F28 F28 F28-F28-F40 F28F40 F29' 17`'"=.7 c<:< Bn=ns � --- O HIT424 64 I MILBRAHDT ARCHITECTS CU o: 2X4 DF#2&BTR FOR RIBBON 194' CV F01 r LL. ILL KIBBONJFLOOR LOADING co LL co co co co co co CO CD CO (D.COL.r.�J._. l 8K1=BLOCKING 40 LL Ci Ci LL LL LL LL LL LL LL LL 'LE RMl=RIM BOARD 15 DL 1 ._._— fly€€ 1 CO -CO CO Co REFER TO STRUCTURAL PLAN FOR ADDITIONAL LL.. sRi„ LLPOST TRANSFER BLOCKING ll4 'il'ag" iiIIILi ip. � LL LL LL LL LL- C. E u- L'i: u- U- LL LL AND SHEAR BLOCKING REQUIREMENTS. ,F03'lii( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/460 DEFLECTION CRITERIA J 1 4-09® 0 F28 F28 F28 Ii13 0-150A I, O � ® LL CdLL LL_LLLL-F2 F2 la'LLkC tlLL . ti O O O ® ® .. ¢ ® '0 F28 F28 F28 0.,,,,UI/ -NI F40 F28 I �1� \ oI F30 F28 F28 F41 5-00-08 F29 I DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacif atumber SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 ❑X CONFORMS TO DESIGN CONCEPT le / n CONFORMS TO DESIGN CONCEPT WITH T ` REVISIONS NOTED ❑ NON-CONFORMING—REVISE&RESUBMIT 11'-51//i" THIS SHNW REVIEWED EN E IFORMANCE WIHDESIGCONCEPING HAST ONLY DOES NOTRELIEVE THE/ • ` f. �J FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN —II DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. 4•12 By Alexia Fukui Date 8/12/15 co w— MILBRANDT ARCHITECTS Q CONFORMS TO DESIGN CONCEPT - - - 0 CONFORMS TO DESIGN CONCEPT WITH 1 - a i i REVISIONS AS SHOWN I F i tn0is sxNON•CONN.uRe INN REVERE REVISE AND RE DI:MITTwE \ NI rNE oeslsN coxccAi onlr um opEs Nor NEUEVE mE \ FABRICAiOANEND+OA Of AESPONSINIDIrY FOR r'''''NCE GUN THE DESIGN OxAxING$ANO SPECIfItAilp4G All OE IV HAD PRIORITY e OVFP tHIS SNpP OAANING. Ar MRP INC'. 12/15/2015 .\\. C7CO • ENGINEERING A ' 1 I to 6:12 \\2:‘ •1 1 1 1 1 1 I, i 1 , \\\\ o oI ! I I i ? i ? ? i 3 ? ! i i i i I i i ■ I ! I I ! I i I ! I I e s s 1f� 5to , , , c I i I I 1 I j ? ; C� ? i ? I I I I ? I I I 6:12 - - ; HV526 14:12 14:12 14:12 R. H1$26 , A �2 -cZ — 411C etti k[ 'Y .�.� • ... = I. IIVO- 11 It o u c W 1 st �� ' , \ t 20'-51/4" 13'-11 1/2' -0" r 15'-3 3/4" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/25/14 PLACEMENT NLY.REFER TO TRUSS CA COULATIONSAND ENGINEERED STRUCTURAL n PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-A POLYGON INFORMATION. OF T urn er DESIGNER/ENGINEER IL RECORDam PLAN: DRAWN BY: REVISION-2: ' RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 5019 / A CHECKED BY: DESIGNER/ENGINEER OF RECORD TO ` . REVIEW AND APPROVE OF ALL O j D II C C DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. Qt f COMPANY 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.