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Plans (146) �� PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM" quality engineered wood products for today s builder- "" `"`�""'� a«."°`B" +-= 1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. m- '"' All (I ��i The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVI_ RIGIDRI M- SOLO BLOCK ALL Posn Paon.eove , TO BE..rz�RB BE�oa. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,T"o«� �"sT�u FOODS«o.00ssproduct supplier other than Pacific Lumber Company Is strictlyprohibited.Unauthorized use or I ....-w�• ,II PEn vE.Ai�,e.H..rc« tp P yROSTRUM FOREST PRODUCTS pD1�Sr FRoaTCrR \E ' ----` ee,R,r��rce�or B�OCKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities wipes that include `\� i BELOW TO POST ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ��II�!i RFPI Jolsr IIU CONTRACTOR NOTES: PE5/6N NOTES: °°" . 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS , ronu" .�:'':r �.., DESIGNED TO MEET OR ,,, ,� 2)ALL FOOTINGS PER DESIGNER'S PLAN """"""'" "`""'""" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPSLockIN6PARELs PITH BEARING rvALL ABOVE P05T LOAD TRANSFER DETAIL I (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING) r FLOORLOAD/NGF FOR PLUMBING 40p5f LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2p5f DEAD LOAD SHEAR W ALLS SLEEP/N6AREA5: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I ROOFLOAD/N6: 25p5f LIVE LOAD 11psf DEAD LOAD 1 I 1 Rn _ 11P111 REVSED 5117/13 KLB R 1 JD io ,1 PL 1 2-1 48(MAIN) POLYGON BC JD , Mrk* Materiel Width Depth Grade City Cut Lth Tot Lth _ R1_055 Rim 1/2 5 15 96 PATIO - `1 1 J9 `1 I --I PATIO J1 RFPI-20 3/4 1/2 4 ib 64 J2 RFPI-20 3/4 1/2 10 26 260 J4 J4 J3 /RFPI-20 3/4 1/2 2 26 56 J4 IRFPI-20 3/4 1/2 5 22 110 .. J4 J9 II, II J5 IRFPI-20 3/4i. 1/2 1 S 6 JR-1 , w w i', II J6 RFPI-20 3/4 1/2 2 2 4 J1 J9 4 r • JO 1 . 1 J4 RFPI-20 3/4 1/2 1 16 15 111-` AI, JI II 51 RFPI-20 3/4 1/2 4 4 16 D —ii B 1 RigidLam LVL 3/4 1/2 1.5E 2 14 26 1 I u 52 RigidLam LVL 3/4 1/2 1.5E 1 S 6 L -- -- _ J:•1 \ J°�1 II ---_ it J JB1 BLKG RFPI-20 3/4 1/2 19 3 51 iJ1 r,. J UI, I JB2 BLKG 1.15 LVL 3/4 1/2 1.5E 2 3 6 f J2 0 0 I'i1 y J2 , Accessories IJ2 `\ J2 ,I H1 THO1"f 950-or-ITT9.5 6 c J2 0 0 J2 J2 ril 1 0 ci n J2 ® CONFORMS TO DESIGN CONCEPT El CONFORMS ToDESIGN CONCEPT wi TR IL: ❑nevisioNa Horeo`""`B",Fe J2 LLL J2 ' ❑ CONFORMS TO DESIGN CONCEPT WITH IDR 1 L I -1 REVISIONS AS SHOWN 1 J2 n a J2 "1 ❑ NON-CONFORMING-REVISE AND RESUBMITTHIS "" �k� Date 017/15 WITH SHOTHE ORATING HAS BEEN REVIEWED DO FOR GENERAL E THE CONFORMANCE a M I L R R A N-D T ARCHITECTS g J2 ! WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE /--/ ��4449� FABRICATOR/VENDOR OF AES'ONBIBIIITY FOR CONFORMANCEVAN WITH THE J2 J2 'I DESIGN THIS SINGS AND SPEC:FINTRACTO ALL OF WHICH HAVE PRIORITY ff OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. r� J2 I. J2 1-\ By: Michaela R,Petersen Date:February ii,2016 II CT ENGINEERING INC P J2 J2 - $4-- — — I -- 1 -- I i �I R1 JB2 �a J31 r JIL1 J I• J::• -1 IMPORTANT/ —II! II. II REFERENCE INSTALLATION II $1 J 1 I GUIDE FOR ALL FRAMING (/ I I DETAILS AND I-JOIST INFORMATION J1 ..11 511 II JB11.1;111 =-- - I1 I. START J1 C• 11 J1 ,�_ �\ START Pacifi FRAMING t I r FRAMING umber LEGEND: HERE PORCH PORCH HERE & TRUSS COMPANY C)---HANGER GALLOUT I I I I ® -SUPPORTING POST L _J PLAN DESCRIPTION: 1B ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARD PLAN NUMBER 1B LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2-1 4 8 JB -JOIST BLOCKING -ouRcocAI7ONS- REMODELING CENTER: ENIP PE5/6NER: J -JOIST CALLOUT 15700511 300NE5 FERRY ROAD LAKE OSWEGO.OREGON B -BEAM(FLUSH W/JOIST) 505/555-M655 91035 KAMI E3ELWOOD NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE CONTR4CTOR re RDJ DATE: 5/11/15 880 s•BEAM BY OTHERS SCALE: 1/4"- 1'-O" LAKE OSWEGO,OREGON 11035 59'!4 Sri JEAN ROAD (503)858-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2" O.C. POLYGON 7 AB(NEW) PL15-264 UPPER 4 START FRAMING HERE 8/7/2015 1 milloon Products 9-06-00 .` PlotID Length Product Plies Net Qty RMI 46-00-00 1"x 14"APA Rim Board 1 1 F11 Bo,TOM FLUSH MN JMSCR I : RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I 1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 c-.--er- -c-�-�-- -- 0 RM1 14-00-00 1"x 14"APA Rim Board 1 1 ©1�-0.1 r5 T1 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 a w w w ,N a w N a a H BM1 22-00.00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL oo oIL LL o LL 'A o Ll- LL o 0 LL �', BK1 14-00-00 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 cc BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TOPESI0"CONCEPT BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑OS oB SBOO SSSCONS"Tw'" BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 A ❑NON-CONFORMING-REVISE&RESUBMIT M N 1 1 M I I. 1 11l1 _, 1 ALL BEAMS AND CONNECTORS PER ENGINEER RM1 c'a F03 =".ND C." DOTS e �I II _ MILBRANDT ARCHITECTS m11 F03 ACCESSORIES QTY F01 \Pi/ A a CONFORMS TO DESIGN CONCEPT Q TFI414 24 U LL CONFORMS TO DESIGN CONCEPT WITH © TFL1714 1 �I F04 F ❑ REVISIONS AS SHOWN 1x14 OSB RIM FOR SHEAR BLOCKING 30' Gail RMI 1gil 04 III NON-CONFORMING ©REVISE AND RESUBMIT HU412 13 F09 �.111. F05 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 11— F06 I F07 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 11 DESIGN DRAWINGS AND SPEC'FICATIONS ALL OF WHICH HAVE PRIORITY — OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, F06 F07 8K1=BLOCK NG FLOOR I OADING �•- By: Michaela R.Petersen Date:February 11,2016RM1=RIM BOARD 40 LL F06 I I F07 1 CT ENGINEERING INC 15 DL F061 F07 I2 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST F06 11 F07-11TRAND SHEAR BLOOCCKINGG REQUIREMENTS. TRANSFER BLOCKING II »� F06 .i F07 - I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F06 ��.41. F07 WM \ I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY._I 1.111KF06 I'411.< F07 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA IF06 11 F07 F06 F07 a0 CL 4 4 ', F06 w F07 w I F09MUIR. FOS —I F09 ,MILt. F_ I ill l \I. I Ili F09 =M F05 1 mpg bl F08 2 1RM1l smisommmo F08 MMMMMMMM�a TRnn11 DO NOT: 5-07-00 , Loosen,remove,cut or notch any part of the open web joist. PacifiS umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TR U S COMPANY SHEET 2 OF 2 26'-0" 4'-0" 1 22'-0" It -- N - - - 6:12 6:12 co C4 (4) co 'C1 . asp .. ....... T 6:12 C2(10; 4(12 / - -- N .-. B4 -. --- -- -- - -- -- --- -- - •? - 6..12 .? co 4 m wwzw Z,_� I- Ln -- - - o w=`2 1— H- w_�= B3(,) _ m U N W .N 16'-0" 3 o,Q 1-- i ... -.. _ - - -1 \ - NJ CC wz0a I— a �unZ0 o = N. /\\N U U W oLIJ o�� V N Z Z of o o w tY Z Z � wz�a Q (� (� I �rma ._ � 7,600 rn (7 Zzzo_ � B2 (5) o 0 o z wCD2QR; o /-\\\\ o 0I" 2 1-w2o ,L = 1- 1- 0 fx awu_zo°p CO N NZ o =Z�¢`) X cc 2 2 z Z Z86LL.s-..)t- - _- >' - LL LL H in(--D tnj �v - - -- ..._ --\\\ -_ - Z o O W ZO O w ui 8 .� U U Z =��z it 4:12 cy Cs1 T�LIoa ® CONFORMS TO DESIGN CONCEPT _� d, w /W / co ❑ CONFORMS TO DESIGN CONCEPT WITH LU I � • / REVISIONS AS SHOWN i r i ❑ NON-CONFORMING-REVISE AND RESUBMIT Q I 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 CT ENGINEERING INCL. 26'-0" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENTTRUSS CALCULATIONS AND ENGINEERED STRUCTURAL . PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KD INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS ' '' umber PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 7-B NH / B-NH CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL TRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.