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Plans (141) PACIFICLl1MBERCUPYRIGHT2GIY ROSEBURG FRAMING SYSTEM'" .n wl "� - "`:,rt. ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. quality engineered wood products for today's builder w,y„�•.,-, waw BLOC.ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber rowsrN.mAeovE ---,-,. , ro een"�r�sse�.on Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM-LVL RI GI DRI M- •RKK�Nw.,• �xsrnLL wunsxe�occs roduct supplier other than Pacific Lumber Com an is strict) .I/ ' _ ____ 411111 reR oerA��a.Hnrcx P these p y ypInfringes Unauthorized use or ROSEDORM FOREST PRODUCTS gouan¢ca rpe�rv¢owers sri.ory TO copying of plans,infringes rights under the Copyright Act. face liabilities that Include �i `� ABOVE. penalties of up to$20,000 per work infringed,and 5100,000 per work infringed willfully RFPI JOIST , Gror ,a..u.•P o< ',,�P ��� CONTRACTOR NOTES: DEB/GN NOTES: -aKN.EE.,..,�,,,,,,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,,,,,,,,,,,,,„,-„ M°o'°"""x 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPPi BLOCKING PANELS PITH BEARINGWALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS FOR DESIGNER'S PLAN DEFLECTION CRITERIA Nr.s. Nr.S. (UNLESS NOTED OTHERWISE) OF L/400 El CONFORMS TO DESIGN CONCEPT 4)USE CAUTION WHEN GUTTING FLOOR LOAD/NG: aos:roNeSsnoesNGncoWCEPrwn. FOR PLUMBING 40psf LIVE LOAD o NON-CONFORMING-REVISE&RESUBMIT 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEP/NG AREAS: ,Fp�7 D v ) 30psf LIVE LOAD /4 I AlmORAW ARCHITECTS 12pSf DEAD LOAD I I ROOFLOAD/NG: LIVE ® CONFORMS TO DESIGN CONCEPT 211puf DEAD LOADLOAD ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE / WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR 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 10, 2016 CT ENGINEERING INC • R1 / R1 V 4, • J.5 R1 / J8 JB G1 S JD J6 REVISED S'17/13KLB • PL 1 2—1 41 (MAIN) 1 J-1 / J'1 1 POLYGON 14 PATIO < PATIO '-- I J� Mrk* Materiel Width Depth Grade My Cut Lth Tot Lth I`�'' 1 R1 056 Rim 9 1/2 1 16 112 ,Jq V J4 J1 RFPI-20 3/4 9 1/2 4 16 64 J2 RFPI-20 3/4 9 1/2 10 26 260 J•.- r ,; I - c `V4 1 lT �r �1 J5 RFPI-20 3/4 9 1/2 2 20 56 5 _r A ` J4 RFPI-20 3/4 9 1/2 5 22 1 1 0 9 - �IyI :5 -? JS RFPI-20 3/4 9 1/2 1 8 8 L =-s J R J�J I J JO RFPI-20 5/4 9 1/2 21 15 18 • \ �y}{ML JO RFPI-20 5/4 9 1/2 4 4 16 J2 \ V U _ L. - B 1 RigidLam LVL 3/4 9 1/2 1.5E 2 1 4 25 0 0 J2 B2 RigidLam LVL 3/4 9 1/2 1.5E 1 5 5 II JB1 BLKG RFPI-20 3/4 9 1/2 19 3 51 J2 \ 6 IN r-J2 kl — JB2 BLKG 1.15 LVL 3/4 9 1/2 1.5E 2 3 6 J2,' 'N ® ® J2 Accessories 1 I-11 I THO 1 1950-or-ITT9.5 6 P " 1,11 r ci K I J2 - .6 /J2 �. LL i,.. r-iJ2 I - R1 \ K ftR1 1_12 \\\\ ry - J2 1 J2 a- J2 i .12 J2 II J2 J2 flI / J2 J2 J(t I ////// NgH a J3,114:- E.,1.1' `� 1 J32 J91 \.. J')1 1, J52 R1 IMPORTANT/ Jg� REFERENCE INSTALLATION GUIDE J 9 r J I - B r = DETAILS AND I--RALL FRAMING JOIST INFORMATION J1 J1 R1 J511151 R1 START /'y -.- ... PORCH PORCH R 1 k START �_. R1 Pacifi umber FRAMING I I LEGEND: HERE 1 1 FRAMING 1 L J I I HERE & TRUSS \- COMPANY OH --HANGER GALLOUT I L J .0/ -SUPPORTING POST Ei PLAN DESCRIPTION: IA CUSTOMER: POLYGON 1 -POST LOAD ABOVE (MAIN/ R -RIMBO ARP PLAN NUMBER: /A LB -LVL BLOCKING PLAN DATED: 4/1 4/1 2 PL12-14—! JB -JOIST BLOCKING -OENRLOOAnON5- J -JOIST GALLOUT REMODELING CENTERS EP1P DE5/6NER: 151005W BOONES FERRY ROAD LAKE OSWEGO,OREGON 91035 AMI BELWOOD B -BEAM(FLUSH w/JOIST) (503)555-9663 MAIN FLOOR JOIST LAYOUT TRUSS OFFICE ACONTRACTOR TADATE: 5/1 RDI -!/13 HDR -HEADER(BEAM BELOW JOIST) 59145W JEAN ROAD I BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" LAKE OSWEGO,OREGON 91055 (503)555-9653 SHEET: 1 of 1 14" OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 I I, Products 9-06-00 PIotID Length Product Plies Net Qty 'o ' RM1 46-00-00 1"x 14"APA Rim Board 1 1 01 soli OM FLUSH vn rH JOISTS RM 1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I RM1 17-00-00 1"x 14"APA Rim Board 1 1 r--0 v--r— —v-- -v— — r — --7- -0 , RM1 14-00-00 1"x 14"APA Rim Board 1 1 19-I —0 9-05'J 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"x14"APA Rim Board 1 1 N :,� w ,N '.w w w w N w r w w BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL LL ;LL : LL LL LL ILL LL ,LL LL 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 L BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I ®CONFO.M:TODESIGN CONCEPT BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ BM3 18 00.00 5-1/2 X 14 BIG BEAM 1 1 rilleiplip,ipipppil ❑NON CONFORMING—REVISE Rc RESUBMIT 11 111 Y=�`—' '�'3-''2'®�' �t�� �V "` ALL BEAMS AND CONNECTORS PER ENGINEER 111 F03 w RM1 � v=me w I A Im a.MILBRANDT ARCHITECTS w R F03 II _ ACCESSORIES QTY z I p ` F01 ® CONFORMS TO DESIGN CONCEPT TFI414 24 b Q ❑ CONFORMS TO DESIGN CONCEPT WITH © TFL1714 1 L I F04 i; REVISIONS AS SHOWN N 1x14 OSB RIM FOR SHEAR BLOCKING 30' f: F04 .I �RM1J ❑ NON-CONFORMING-REVISE AND RESUBMIT © HU412 13 6THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE F05 join- F09 I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �se FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY i F07 I I F06 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. F07 IMEMI—)6IMMI By: Michaela R.PetersenDate:February 10,2016 FLOOR LOADINC i, CT ENGINEERING INC BK1=BLOCKING 4OLL D'7 ,���I ...... RM1=RIM BOARD 15 DL cc�I F07 1 I MOW 111M_I REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING I F07 IIYI AND SHEAR BLOCKING REQUIREMENTS. I FD7 III I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN \ 1 litV ` F07 � �� 06 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I Ir— � , ' 1 FD7jai �. I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA * F07 11 F06 —f 4 N. F07 I I F06 Ire F07 .�- I. ,— 4 I ,_, F06 I m F05 MEL F09 �.Nl.� _ b F05 .1M!.i- F09 _L _ __ �L F05 ■! F09 I ���� `�! `�� `��I 2L F08 I4mi 1 0-47 [RM1j _ _CC iiii DO NOT: „ 5-07-00 , Loosen,remove,cut or notch any part of the open web joist. Pack umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0' 22'-0' 4'-0' AU.KNIGERs W824 UiO. 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CP 5 4 L: 4.5:12/ < a ® CONFORMS TO DESIGN CONCEPT LJ.I � . i?J M ❑ CONFORMS TO DESIGN CONCEPT WITH v 1 % v� REVISIONS AS SHOWN . . 41140 . ❑ NON-CONFORMING-REVISE AND RESUBMIT I 71-0" —I I r 16'-61/2' y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I- 'WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 9'-11' 161- 1. - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R.Petersen Date: February 10.2016 21Y-Or CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER. ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 T TRUSS CALCULATIONS A NLY.REFERv° ENGINEERED STRUCTURAL i', PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER r+/��M�TION.BUILDING ' . '. `� �1�(NEER OF RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 7-A / A GE GARAG 1HECKED BY: y DESIGNER/ENGINEER OF RECORD TO D TR .U■ C REVIEW AND APPROVE OF ALL ° COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. rz 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.