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ROSEBURG FRAMING SYSTEM'" -u�• PACIFIC LUMBER COPYRIGHT 2012 quality engineered wood products for today's builder - -0---u „, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. m •�• The plans maynot be re-used or copied.in whole or part,without written permission from Pacific Lumber �y /1I (' ��j Comany.whih retains copyrights to.and ownershiof the plans.Use of tese plans by any other RIGIDLAM-LVL RIGIDRIK i ""'„<.•, 1111 PER VETAIL..HATCH product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSfauee,ogeer PRODUCTS ROSF&RO tOREST PRODU01S' 'Y��::= - ` ISI eBEARING AREA OP BLOCKS e�ory TO rosrneove. 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$100000 per work infringed willfully. JOIST \I ROSTaDRG TORSO PROW= ,-,” h/ s pr. CONTRACTOR NOTES: 9E5/ISN NOTES: ,°v,•,,,., /1 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS -„an6,,,,„,-„-,,,, 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR �,-6mN°m P, -. Nw��c.,H,-�,° EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) DEFLECTION CRITERIA REP/BLOCKING PANELS 111H SEARING N (UNLEESSSS NOTED OTHERWISE)PER DESIGNER'S PLAN ALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL OF L/450 (UO N.TS. NT.S. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NIS: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS 5LEEP/NIS AREAS- 30psf LIVE LOAD 1 2psf DEAD LOAD f I ROOFLOAD/NIS: 25p5F LIVE LOAD 1 1psf DEAD LOAD _I—Z1--- _'BI RI REVISED 5/17113 KLa R 1 JLN 5/a R 1 PL 1 2-1 4e (MAIN) POLYGON BC _ID --d8- Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth • - ---- 9 R1 055 Rim 1/2 6 16 96 PATIO I ..--- -tY- -- , I � — -- -a'1= -- -- J1 RFPI-20 3/4 1/2 4 16 64 II' PATIO J2 RFPI-20 3/4 1/2 10 26 260 .� _ �_ - J4 -- J3 RFPI-20 3/4 1/2 2 28 56 r-” I. J4 RFPI-20 3/4 1/2 5 22 110 ---- -5/4------- J5 RFPI-20 3/4 1/2 1 8 8 U 5/6 RFPI-20 3/4 /2 2 2 4 Jr._ Al _- --- _—__ I I __—_-- _——__ ,1._..____— _ If_— -J 1 J? RFPI 20 3/4 1/2 1 16 18 • gr t, T' J8 RFPI-20 3/4 1/2 4 4 16 JT _ - 1 Y Si RigidLam LVL 3/4 1/2 1.5E 2 1 4 28 L 1 7 J;I 1 J• 1 R t J� __ J 52 RigidLam LVL 3/4 1/2 1.5E 1 8 3 � I =-6� J131 5LKGRFPI-20 3/4 1/2 19 3 5T --- JB2 ELKS 1.15 LVL 3/4 1/2 1.5E 2 3 6 -I 0 t----- 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 6/7/2015 sisma=m mum Products 9-06-00 PlotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 11 1 51 BO OM FLUSH a rH 018151 RM1 28 00 00 1"x 14"APA Rim Board 1 1 1 IBM1 RM1 17-00-00 1"x 14"APA Rim Board 1 -- --.— , —,-- • RM1 14-00-00 1"x 14"APA Rim Board 1 1 19 19-1150 r RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 i 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 0 0 0 10 ;0 0 0 0 '0 0 0 0 0 BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 u_ LL LL ILL LL LL LL LL ALL LL LL LL 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 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 A 11 i _101 L.1 1 _! 1 1 I I 1 I F03 RM1� ®CONFO"MS TO DESIGN CONCEPT I ALL BEAMS AND CONNECTORS PER ENGINEER N ❑ F03 II ACCESSORIES QTY FS 0 TFI414 24 F01 vl vts_ MILBRANDT ARCHITECTS © TFL1714 1 0 F04 ril 1x14 OSB RIM FOR SHEAR BLOCKING 3D' y ,e 104 ® ., ® CONFORMS TO DESIGN CONCEPT © HU412 13 FOS �! F09 ❑ CONFORMS TO DESIGN CONCEPT WITH . REVISIONS AS SHOWN 1. '1 107 I I F06 �1I E NON-CONFORMING-REVISE AND RESUBMIT ar F07 _•. F06 MIS Ti:S SHOP DRAPING Has v FEY.EYTI PIE SEVERAL c^.NFOREEHIE ITOR//ENOWINGS AND SPECIFICATIONSRESPONSIBILITY ALLOF Masi SCEHAVTHE: BK1=BLOCKING FLOOR LOADING • :+ ' e a B.Petersen 7a...Februa. iN SIORM1 RIM BOARD 15 DL ,_. DESIGN GEE NOT RELIEVE N WITH THE DESIGN CONCEPT ONLY AND FAOAILATOA�V EN70P OF A S O15 B I Y FIE nFGAMANCE KIPTH 1 FO F06 OYER THIS SHOP ary n An Tc s A VERIFY ALL DIMENSIONS. 15 DL A.�1 F07 FO6 Ay. EENNa 1v 2018 REFER TO STRUCTURAL PLAN FOR ADDITIONAL 11 liag CT ENGINEERING INC POST TRANSFERBLOCKING F07II F06 —1 AND SHEAR BLOCKING REQUIREMENTS. II \ F07 I F06 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ,V F07 "IL Fos I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I F07 I F06 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F07 F06 q F07 i i F06 ikl I,- 9 107 :. F06 W i 11F05 MIH FD9 i JINN ,, I is-- ---'i �M FOS :�,I�. F09 0- __�—I)l RM1 , E FOS CC III UC e' IRM,f DO NOT: 5-07-00 Loosen, remove,cut or notch any part of the open web joist. Pacifi p. umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY I SHEET 2 OF 2 26'-0" 22'-O 4'-0" C3 Mel> T V h . 6.12 - - 612 m C4 (4) m C1 • > ti. -- / -- o \ -- 6:12et --- - -- $ C2(10) N i .. ,\ p 4 2 B'? P 6• �? o 4 - o w w Z w USO> S Iwp0 tip (n wwHSi- r, �� -. ... IIr .._ _ e-- _. x m O Z O N W - -I _- _. e. 3 (A o a 16'-0" W wZ2O ++ }�. g °u U Lyio t...J ti Z Z N U c j CC - ._ a m O W U sZ>CD 'Q �v N Z Z = w¢�a - -> - in in U' W W O O z z .— F� - --- -. -> 0 o OW Z m Q g „ �w''o u- z B p Op - cnaLza 0 ,A QwLL O SII �n NZ O =Zo�2 •X 4 LL Q 2 2 Z Z z°0L)C c • ...///: ///// 0 0 0 0 z 2((75 Lii can Q CO ... \..N Z ofn0n> 0 0 LLI 0 0 I-11 I—c , ' ' 441ii ' , 5',11,\'\\ U U OC Z „ 6 z I _Q \ El El 0 g 2 o a m s *HI �• Cl 4:12 +�O ® CONFORMS TO DESIGN CONCEPT W /� Cl)•� LU i er I 10 ❑ / . w Y CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ' T / ' I L Com) 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 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. L .1 261/011 By: Michaela A. Petersen Date: February 11, 2016 !.V 1/ CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KD INFORMATION.GBUILDING CI ' umb r DESIGFOR/ENGINEER RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING DER VI EWEN APPROVE OF OF ATO ` 7-B NH / B-N H CHECKED BY: REVIEW AND DESIGNER/ENGINEER F E ALLRLnj 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.