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Plans (71) /Lis mad/c ---- 6)&0 0 /33-76-54) ce LEGEND: —SS SANITARY SEWER Pacific _ _� a �� _ ; `F� # � _�° WSTORM DRAIN Desi_m Community .�l ;1.z6 .� i� e4I — — i r Jli 1 * ER LINE 12564 SW Main Street ► �_�� , ? ; -,SD 1 /h/ ,yh O MANHOLE Tigard,OR 97223 ��!I,,..41,i\ ,, i ' I I ° i so SW CALABASH TERRACE N ; G4 //x , € I ■ CATCH BASIN [T]503-941-9484 +(( 1 'p� i TRACTSTORM LATERAL DATE: 1/12/2016 1 I1 " 1,,,, ; ,�h'° 20.00' Q / -a j1 1 i ' STREET LIGHT REVISIONS 26.00' 1 'ei 253-3 111 � ' o `� pi �� .� ss _ SANITARY LATERAL STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �, t EROSION CONTROL �`. , % Q ° v 254.7 ` t i �, / STREET SECTION, SEE i /` 1 I • • A,.;� - J 1 © CONSTRUCTION DOCUMENTS \I ' 1 j 11 . 1 .. 1, I t r ma % 1) 111 SIDEWALK a ' r, 1 1 D ( 1 I reit; ,„''. ,, D- 1 PUE 3.00' ; I ' :I NM ( `°` w �, �I " I I I I ; I GARAGE I I / I } SETBACK SUMMARY 1110.W"'11�-f----;\ Z /r , ( ' •e 1 I FRONT SETBACK: 12° 1 I 0 ( i j S ffI i I 1 N SIDE SETBACK: 3' )� ! (CD {; i ' I ' I ' , I ' 11 ` STREET SIDE SETBACK: 8' 1 i� \\, I. fI I 1 HR FIRE � el I REAR SETBACK: 3' I q RATED EAVES ' BUILDING: 7BR ce ' : - -_``` I 1 I PORCH SETBACK: 8' __ }. ,S_ i �L I I� 1 0 FF= 255.5 �1 I Q ° I , 8 a ^el 7. 25g_ Z ;' ., 1 7 i o j 2,721 SF �•' N o v ti E . 11 1 1 0 I I I /'I N In N N co `(tin V, I , 1 I I/1 I I o } l :; ll \f� , 00 I1I`" I - 00 3.00' ��II , , A ;l Iii } ' /1 1-HR FIRE Es - iMr ... Q !�; '`_ - I rr -- r 4.00' ,I ,I- O1 i LOT COVERAGE: RATED EAVES , - . , I II �, i (f PORCH �0ILOT AREA: 2,721 SF o urr ° ° _ RIVER N . • /i '1` Jt I 21.09' / I • ::::L;:::::IINT il if , 1 • : 217 SF � — :, NORTHWEST 3 ATER ML I�R ry --;-1---__-::t.7-_� > . o j> ° I I ° a r ;Ilk' p , 247.2 .. CANTILEVER LIVING SPACE: 0 SF o > j 250.4 ° • 4 A o � 254 r =flt %xD , — ____Z5� -- _� SIDEWALK __ COVERED PATIO: 0 SF .._ �rtu>,- ° ` 250 —/ I.. co .r!f al l 2aa 246 __ -1- / �� DECK AREA: 0 SF 1 2 LOT 8 — N '{ iI "� 242 / TOTAL COVERAGE: 1,526 SF PLOT PLANa. ti5ti ;lid"t ( . °ems � � � %/p„ / 0 'i Allb,P4F, ' - ./ // 56.1 % y IMPERVIOUS AREA: 1,800 SF / r 1 / / .15 v 0 i �, Cr 3 r .: IGARD s_ RIVER TERRACE NORTHWEST (503) 221 -1920 Apr° e ` ' Pea Hing0 2S1W6 dae: _ ��'� '- a PROJECT NO.: 395-037 :pi TYPE: CONSTRUCTION h LOT 8 (R-12, SMALL) InIttIaIs: �S, SCALE REVIEWED BY: PRE O. co RIVER TERRACE NORTHWEST a 13575 SW CALABASH TERRACE Z 1 INCH=20 FEET .ttraFEF "" PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM" Fueve r g• These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. quality engineered WOOC/plOdtlC}S for today's Cul/def— t ,I' I$ j� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber souv e�ocK au ae..�oW.• , vosrz FNOM Wawa Asks -. '''''s rE'Ff'NG eElorv. Company,which retains copyrights to,and ownershipof theplans.Use of theseplans byanyother RIGID LAM-LVL RIGI DRI M' ^<^x•„t-- =:-7...T.sxe:cccs g °•^•x*°"• __ BEAM.A 1a.OF BLOCKS product supplier other than Pacific Lumber Company is strict) eeiow o osrnso`o.•`E.Ks co these P g rightsP yproringed.aneuthorizes use or R0J68VRB FOREST PROOVCTS AOIIe1Rta/ORk51 PROOleG7S �,1 --`` copying of tans,infringes under the Copyright Act.Infringes face liabilities that include ' \ -''' .14, 4.t...., penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. % ,� !� RFPhJoIST RFASESORC FORE'S T PRODUCTS ,..,, ..„u,�. -,mRu�� CONTRACTOR NOTE5: DES/6N NOTES: ,,i„7,,, .-^dam^.^::--N a 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 RPPIBLOSKINS PANELS WITS BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Nr.s. NT (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEP/N6 AREAS: SOpsf LIVE LOAD I 1 2psf DEAD LOAD I I ROOPLOAD/N6: 25psf LIVE LOAD 1 1psf DEAD LOAD R1 , RA_ REVISED 5'11113 MB R1 hs E. R1 FL 1 2-1 48(MAIN) 18--- JO 15C Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth 1- --� ---_- --- _-- __F . -_—_-_ ._ R 1 OSB Rim 9 1/2 6 16 96 PATIO 3/4 9 1/2 4 16 64 1 PATIO J1 RFPI-20 I J2 RFPI-20 3/4 9 1/2 10 26 260 I I J3 RFPI-20 3/4 9 1/2 2 25 56 tI. J4 - - --V I'' 9 J4 RFPI-20 3/4 9 1/2 5 22 110 'I ,I ------ J5 RFPI-20 3/4 9 1/2 1 8 8 J -- It J7 --_ J6 RFPI-20 3/4 9 1/2 2 2 4 if 1p ---3.1-- dd —Si*- Si �. 7 J1 RFPI-20 3/4 9 1/2 1 18 15 J -20 3/4 9 1/2 4 4 I_ _x� i' J`ii I �: JD 68 R9 QILam LVL 3/4 9 1/2 1.5E 2 14 16 25 - ¢ J.:.1 __,B2 J 52 RigidLam LVL 3/4 9 1/2 1.5E 1 5 8 ` -- - JB 1 BLKG RFPI-20 il 3/4 9 1/2 19 3 51----- --- O U - ! JB2 If:L.�-1.15 LYL 3/4 9 1/2 1.5E 2 3 6 _- 0 _. - _+-..I_-_-- z- Accessories -. _ 6..�.. I -_. 1V rl _ H1 I THO 1 19 50-or-ITT9.5 L - --- __ -:. _ _ _ .. ...__ 1•Y1 dOf - --_�_II- ® C NCONCEPT wrm O • ®CONFORMS TO DESIGN CONCEPT _ --- -- --------------= CONFORMS TO DESIGN CONCEPT R1 _-- ❑ CONFORMS TO DESIGN CONCEPT WITH El ________ R 1 REVISIONS AS SHOWN N n ----------------- ❑ NON-CONFORMING-REVISE AND RESUBMIT _.__ THIS SHOP DRANING HAS BEEN REVIBED FR hAL CON,41,14CE Alex.F. I-E(CT---__ .:_-_ ___________ == tr P ---------..__ ---_ --- 1H T.E.THDESIGN CONCEPT ONLY v c MILBRANDi ARCHITECTS FABRICATOR O. /VENOD9 OF RESPONSIBILITY FOR„ON3SiIE SITS THE _�—I DESIGN GAPING AND SPECIFICATIONS ALL OF 1. S AYE PR OR Y _ OVER THIS SHOP DRAPING. ONTRACTOR SHA l FY ALLLINEN IGNS`, J2 _>_• By: MichaelsA Petersen D February II 2016 - 1 CT ENGINEERING INC -J2--- - -I -- ------ ----- _.- .. .- J1 .:--- j I JET 2 R 1 IMPORTANT/REFERENCE INSTALLATION ll _al_ J 1 { JA GUIDE FOR ALL FRAMING - �- I $$ DETAILS AND I-JOIST INFORMATION fat -J�-Y --I� ---- 1 J,•1 �t -- R 1 START /'� — — dr _ FRAMING START Pacili ' umber LEGEND: HERE FRAMING & PORCH PORCH HERE TRUSS COMPANY OH --HANGER GALLOUT ® -SUPPORTING POST L j PLAN DESCRIPTION: 1B ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARD PLAN NUMBER: 76 LB -LVL BLOCKING JB -JOIST BLOCKING PLAN DATED: 4/19/12 PL 1 2-1 48 J -JOIST CALLOUT -0111ZLOGAT/0N5- REMODELING CeNTEM EWP DE5/6NER: -BEAM(FLUSH w/JOIST) 15100 SW BOONES FERRY ROAD LAKE 05WEG0,OREGON 91035 KAMI BELINOOP B (503)858-9663 NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE YA 580-BEAM BY OTHERS DATE: 5/11/15 5914 5IN JEAN ROAD SCALE: 1/4”- l'-O" LAKE OSWEGO.OREGON 9 1035 (503)858-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2" O.C. POLYGON 7 AB(NEW) START FRAMING HERE PL15-264 UPPER ® =me 8/7/2015 Products 9-06-00 PIotID Length Product RM1 46-00-00 1"x 14"APA Rim Board Plies Net Qty r M1 FIBOTTOMFLUSHWIEH JOISTS I 1 1 G B RM1 28 00 00 1"x 14"APA Rim Board 1 1 ■ -- —_, ® RM1 17-00-00 1"x 14"APA Rim Board 1 1 19 C19 15(9, RMI 14-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 N N N iN N N N N ,N N N N N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ON �o u_ u_ 0 u_ u_ u_ 0 u_ u_ 0 BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL 'LL LL LL LL LL ''LL LL LL ,S--_' LL ''..A BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 d LID-4 -t N _1 N 1 I 1 N F03 O a ®CONFORMS TO DESIGN CONCEPT I ALL BEAMS AND CONNECTORS PER ENGINEER �1 ❑ o ro o W F03 _m ❑ RA a e F01 I '� 'R rti ACCESSORIES QTY ,� 0 TFI414 SUBMIT �I, 24 F04 ;� MILBRANDT ARCHITECTS © TFL1714 1 R 1x14 OSB RIM FOR SHEAR BLOCKING 30' F04 �. jRM1� F05 iii ® CONFORMS TO DESIGN CONCEPT © HU412 13 F09 CONFORMS TO DESIGN CONCEPT WITH F07 _ ❑ REVISIONS AS SHOWN ,�,I I, FOB ❑ NON-CONFORMING-REVISE AND RESUBMIT F07 F06 SHIPC,rn NG HASN PEv n D FORSEVERAL DNFOARECE > RUN THE STEN CONE ONLY AN MJ E NORELIEVE HE FD A..F,A RVEI R L RES OYSIE I Y FUR CONFOPAHN T.n THE BKI=BLOCKING FLOOR I OADING '� F()6 GN'Y RS ENS AND S E .,AT Na ALL OF MOH RAVE PRIORITY - 0/CA HIS SHOP At N ,..,NIRA A SHA.:VERIFY AL RM1=RIM BOARD 40 LL DIMENSIONS. 15 DL A F07 I I F06 ME By. M cnael R Petersen CT ENGINEERING INC Date:February n.2011 REFER TO STRUCTURAL PLAN FOR ADDITIONAL . F07 SII F06 POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. FO F06 MI I I o• SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FO7 F0B I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I F07 „JIM, F06 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F07 II F06 _:. . �q F07' FOB N FO FOS Mint W. F09 �� _ i!'U. F09 . ., .., Iia.... FOS F09 A/-- _1gt 1 RM1 F08 ,I \ iRM,I DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. _` Paciium ' JOIST WITH RIM umber SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0" • (22-04l> 111111111111111111N 7 ' 6.12 6:12 h Iao 1111111111111111111 I I 6:12 I - C2(10) v 1 _134 a i01111 ICV e m w :r Cfl LU w z LU zrx-usQ §wx LO LII O> --1 ~' -7~xU r- 0 G -U K L_ N LJ ■ S°S z W W o o d I-- iii IIIII 16'-O' W W C� w rn Z o 0 = ---____ u u o��� o 0 W Lc,ov Q 1 - ZS," a .' L. C7 I 'a 7,"a , H to 2'2Q� -.. zioi zzzoz . 1— � � � O OF- ' wcnoLL ��. H F- O OC �aw�zo� ZAl V) of Z O =Zoe x X Q ,„, ,r. I O p0 O z� Q m Um (Zww , Z Z j Z cuL � —, • i I O O � Z ! . . ___... . ..,_ II 4 e w �. N NN 4:12 av�ot' ® CONFORMS TO DESIGN CONCEPT /W / W El CONFORMS TO DESIGN CONCEPT WITH I / W REVISIONS AS SHOWN rI ► I ElNON-CONFORMING-REVISE AND RESUBMIT <(pti� ' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R. Petersen Date: February 11, 2016 26'0" CT ENGINEERING INC 'V BUILDER: ©Copyright CompuTrus Inc.2006 POLYGON NW ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS 09/12/14 PLACEMENT ONLY.REFER TO PROJECT TITLE: TRUSS CALCULATIONS AND REVISION-1: ENGINEERED STRUCTURAL e 7'B NH KD DRAWINGS FOR ALL FURTHER INFORMATION.BUILDING PLAN: DESIGNER/ENGINEER OF RECORD I DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS , TO TRUSS CONNECTIONS.BUILDING 7-B NH / B-NH DESIGNER/ENGINEER OF RECORD O l umber I CHECKED BY: DELIVERY LOCATION: REVIEW AND APPROVE OF ALL T COMPANY !SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.1111 - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.