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Plans (79) ROSEBURG FRAMING SYSTEM'" ' " PACIFIC LUMBER COPYRIGHT 2Cl2 quality engineered wood products for lodovsbuilder- `q ...^....A..... .� I' These plans and the designs arc copyrighted under Federal Law by Pacific Lumber Company 2012. 4�' The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber _ _ w..�'� Company.which retains RIGIDLAM LVL RIGIDRIM `� \1 mp y,w copyrights to,and ownership of the plans.Use:t[nese plans ae any other ,I�, / ----=- --- ,IIII eaa.TO product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or eoaTavae FOREST PRODf)CTS aac�3R�Fovessr n9pGUCrS w copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �i % ..:,,,,..„/„....„ penalties of up to 520,800 per work Infringed,and$100,000 per-work Infringed willfully. K it II! RFPI JoisT /'��/ I) CONTRACTOR NOTES: DE5/6N NOTES: 4 �^ � _ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °*•2?;. 7.1.-RMIMae, A I,) 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR t,CiN (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFrfewcKnrare G PANELS re BEARNG rvAU ABOVE P05T LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.TS Nrs. (UNLESS NOTED OTHERWISE) OFL/480 NOV O V 12 2015 4)USE CAUTION WHEN GUTTING FLOOR LOAD/NG: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD CITY OF T G RD SHEARWALLS �l �` ,'J 5LEEP/N6 AREAS: BUILDING DIVISION 30psf LIVE LOAD V 1 V 1 2psf DEAD LOAD I ROOFLOAD/N6: 25psf LIVE LOAD 1 ipsf DEAD LOAD R1 111: JH - i. JS- RP/15E05/1WDKLa R1 Jex. 1. J5.. R1 PL12-148(MAIN) POLYGON 113C MR a Material Width Depth Grade Qty Cut Lth Tot Lth �,,.�..,..�....,_____ .,. Rte. ....__.�:,.,,,..- :.._„„..:s .. R1 OSB Rim 1/2 6 16 96 J4 - .. _ _._._............::-:14.:,. _,..:d,:.R t,,::::m.,.,..:,:.,,,,r�....::.___... PATIO ,1 PATIO I J1 RFPI-20 3/4 1/2 4 16 64 c.._.. ...._........ :I J¢..... .............___ .... ..... J4. .. ....__ _ J2 2 J5 RFPI-20 9/4 3/4 1/2 1/2 10 25 260 J4 RFPI 20 3/4 1/2 2 28 55 110 ... ..._ J¢__.__.. ......... 19 V... ....._... J¢.... .. ___ JS RFPI-20 3/4 1/2 5 1 0 5 Jb RFPI-20 3/4 1/2 2 2 4 ,. 151 lt-5r- I - J¢---_.. ___- .. .... ._.. -__ J4- - ..... , r JB1 J7 RFPI-20 3/4 1/2 1 15 15 b J • b J J5 RFPI-20 3/4 1/2 4 4 16 ::..4P-y 1�t' jl JT...._ ____ ... ................ .J-7-_- ... yt ¢-J8 - 51 RigidLam LVL 3/4 1/2 1.5E 2 14 20 L �5 _ lJ JB 1 i J j J 52 RigidLem LVL 3/4 1/2 1.5E 1 8 8 .5 JB 1 �: :.:.::.:....g2_::::__._:._._:F JB1 BLKG RFPI-20 3/4 1/2 19 3 51 JB2 BI-KG 1./5LVL 3/4 1/2 1.5E 2 3 5 .. ... .__ �7 ...... d. U 0 0 I Accessories ......... ... .. ...... .._.:}-J2.. .. . .. . . ry <r ...... _ --_ - J2 II .... _.. H1 ITH017950-or-ITT9.5 6 _" - . . ... ....h J2 ._.... ._ ... _ _....._ R1 o N 0 Fi -A1 J2...,� ._ _ R. ............ ......................._.__. 1 J2..._... .. .. __.--- n p - 1 r ...._...... .. I ...J2. __ ... tr f J2 J2 1.1... _ _ J2 14 - 11( J2 J2 I . .. ..R'1 J52 J51 J--1 I J=• Rt IMPORTANT.) J5 - - - JB° REFERENCE INSTALLATION Bt II Ja. ... GUIDE RAMING J1 - B1 DETAILSAND I-RJOISTALL�FORMATION J 1....._._....�J . R1 II ;� JB1 JB I -1 START / I _ 1\ "- START Pacill umber FRAMING r FRAMING LEGEND: HERE r PORCH PORCH 1 I t HERE & TRUSS COMPANY I0,--HANGER GALLOUT PLAN DESCRIPTION: 'IBC Z -SUPPORTING POST J J CUSTOMER: POLYGON e -POST LOAD ABOVE (MAIN) R -RIMBOARD PLAN NUMBER: 7 B LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2- 1 4 8 JB -JOIST BLOCKING -OVA LOCA T7ON5- • IST CALLOUT REMODEL/NG CERBERA EWP DESIGNER: 15100 5/9 BOONES FERRY ROAD B -BEAM(FLUSH W/JOIST) LAKE OSrvEGO,OREGON 91035 (5031858-9663 KAMI$ELWOOD IP HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFF/CE 6 CORIRACmRY DATE: x/23/12 580-BEAM BY OTHERS SCALE: 1/4'- 1'-O' LAKE OSWEGO,0REhvRON 11035 (5O3)858-9663 SHEET: 1 of 2 V 14" OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER -STARTFRAMINGHERE 8/7/2015 Products 9-06-00 Length Product Plies Net Qty, A RM1 46-00-00 1"x 14"APA Rim Board 1 1 �rssrsl RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM11 RM1 17-00-00 1"x 14"APA Rim Board 1 1 RM1 14-00-00 1"x 14"APA Rim Board 1 1 1 19 r'9 1 O RMI 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 N 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 O O O O O O O O O O O O O LL LL LL LL LL LL LL LL LL LL LL LL U- ',. A 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 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 11111 1 ,--- 1i111.r71 I 1i�I�IMI=IMI.I I� w -i F03 0 B LRt`'11I I ALL BEAMS AND CONNECTORS PER ENGINEER � m u F03 II ACCESSORIES QTY z_ • e © F01 QA TF1414 24 I 1 © TFL1714 1 F04 I. 1x14 OSB RIM FOR SHEAR BLOCKING 30' f �. RM1 © HU412 13 FOS €s�; (3' — 5. ? FOE ME x 1 F07 F06 M1111111 " !MIMI." 1 T FOG "`< i BK1=BLOCKING FLOOR LOADING !! FO111111111MRM1=RIM BOARD FOG 40 LL15 DL '® I _ FOG 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING iF0 • i1 t> FO6 —1 AND SHEAR BLOCKING REQUIREMENTS. F07 i F06 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I \ ,Mg F07 s� .T: F06 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I FO 1. re-1 i:- - .,_I J FOS I I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F07 9 FOS *. In • q FES••I F06A r",-;,,' F b 7----i.-7F Oma.,,, 1( .. NE a'0'5 ��J F09 �� �� illIllIlIl b5 ■�. s ' �RM;I1: F09 s� a mil ® FO8 a U. , DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. Paces v, ;. umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2