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Plans (162) �� PACIFIC LUMBER CGPYRIGHTY013 ROSEBURG FRAMING SYSTEM`' " % ,� =x=� " "` ,II ' quality engineered wood products for today's builder x== �.z=° These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. 1 . 7.7.=-- 41111t dalki Sono BLOCK nu The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI DRI M" ...,�A,..Va,x II roeEAR�xs eewrv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,IV, ' m W �.. , I� �xsruLs�,unsxeLocKs product supplier other than Pacific Lumber Company is strictly prohibited Unauthorized use or copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include ROSEIWRO FOREST PRODUCTS FOSElIR[i lOC8/PPOOUCrs 4i `� / BEI-01,1 TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �IIM! 4/{ RFPl.Jo!sr i .• RousuRo roREEEnaooucrs - = itIN °x-°m CONTRACTOR NOTES: PE5/6N NOTES: .Maar oww..u 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS =�,P•.-�H=ZIA-A" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �.���aaw (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS INITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NT-S. nT.S. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD I SLEEPING AREA5: 3Op5f LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD 1 1p5f DEAD LOAD I- - -1 WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW. EXCEEDS ONE ROW, PATIO PROVIDE ADM_BLOCKING PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL PATIO AS REQ'D. AS REQ'D. WHERE PLATE NAILING AT R1 R1 SHEARWALL ABOVE 1 -.._-- _-1 R1 R1 J3 E -1 --___ R.1 _ __-_� EXCEEDS ONE ROW, '_- - - L R1 R1� --j� - PROVIDEWIDER ARIM BLOCKING OR WIDER RIM MATERIAL r - - - AS REQ'D. is _i __.Phi - ...16- -'- II . - -.. P 1T iir T— I J6 I O -0 - PL 1 3-253 (MAIN) s _.... ____. ____ _. __ _ _ ___ _ POLYGON 2310B ' 2 Mrk• I Material I Width l Depth L Grade lOty l Gut Lth Tot Lth - It -- — 4. R1 OSB Rim 1 9 1/2 6 16 96 ' I J1 RFPI-20 1 3/4 P 1/2 1 10 10 ' °�--� V V - '' _ •_-'� J2 RFPI-20 1 3/4 P 1/2 2 2 4 R1 R1 O O R1 , I jR1 J3 RFPI-20 1 3/4 9 1/2 1 8 8 ___-- ___-- _--- _ ---- Iv ry --- -- - ----- --- J4 RFPI-20 1 3/4 9 1/2 3 18 54 6 __ J5 RFPI-20 1 3/4 9 1/2 1 28 28 �Ti � - - J6 RFPI-20 1 3/4 9 1/2 15 26 390 • C ® J6 O O _ __i _ Si RigidLam LVL 1 3/4 P 1/2 1.5E 1 18 18 jJB 1 (V (V !!!1 52 RigidLam LVL 1 3/4 P 1/2 1.5E 1 28 28 _ - __ JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 IL ii. WHERE PLATE NAILING AT --_-. ____ -_- J6 - ----. __- _..._ L - ---_ --- ____ II __.. SHEARWALL ABOVE I K L ___ __IL Accessories EXCEEDS ONE ROW, t. - J6 - PROVIDE ADM_BLOCKING 1 2'-O" 1 4'-O" n ry I OR WIDER RIM MATERIAL \ e' " H 1 THO 1't 950-or-ITT9.5 4 AS REQ'D. __. ____ _...... __-- ____ ___ ____ I ___.. ____. -_ -J6--- - — 14'-0„ 12'-0„ S 1 1 52 11111111=1, 52 4� 11 �' B1 R1 '1 ti I N , 7 B1 I LJi VP "iIII1 J1 I J-1 I Ri J 1 R.1 /MPORTANTl 1 IIS REFERENCE INSTALLATION GUIDE FOR ALL FRAMING START START �jtt I DETAILS AND I-JOIST INFORMATION PORCH �' FRAMING FRAMING . PORCH 1 1 /L-EGEND: HERE HERE I ( H l_.HANGER GALLOUT L — — - PacifuulJ..umber �® -SUPPORTING POST G -POST LOAD ABOVE & TRUSS COMPANY CONFORMS TO DESIGN CONCEPT R =RIMBOARD ❑ 5930 JEAN ROAD LAKE OSWEGO,OREGON P1035 (503)858-9563 LB -LVL BLOCKING CONFORMS TO DESIGN CONCEPT WITH CONCEPT REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 26108 Jp couroAmsrooEsisNc B =JOIST BLOCKING ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON nenSIOSSNOTEm�cNErCONCEPT WIN=JOIST GALLOUT THIS SHOP OWING RAS BEEN 5EVIENE0 FOR GENERAL CONFORMANCE PLAN DATED: .1/23/1 3 0 NON CONFORMING REVISE&RESUBMIT MTH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE B =BEAM(FLUSH lU/JOIST) DESIGNHID INGS ANDFSPLIIFIL TIONS ALL OFOi ICHHAG MTH THE TY EWP DESIGNER: KAM/BEL HI000 DATE: 1 1/1 2/1 3 HOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT ,.. -- E N THIS SHOP DRAWING. CONTRACTOR NALL iERIFY ALL DIMENSIONS. BBO=BEAM BY OTHERS SCALE: 1/4"- 1'-O" ^'Baa v°k oa=c 9tzzno By: ;oee R.Baton Dace:EHETSO.Ner IP,Loll ev MILBRANUT ARCHITECTS CT ENGINEERING INC FL 1 3-253 (MAIN) SHEET: 1 of 1 n CONFORMS TO DESIGN CONCEPT POLYGON CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN PL13-290 UP H 0 CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING - REVISE AND RESUBMIT { ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE NON-CONFORMING—REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH TIE ❑ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. WITH DESIGNNDOR OF RESPONSIBILITY CONCEPT ONLY ANDORDOES NOT RELIEVE THE CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ 9 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 .--"--C) F'09 9 H$I ° . Flo ° � BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° m ii Flo __ 4 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m F09 [1 BM19 1 I BVf fgt _ ---- — -- -- ° Y„:. ° BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FOG° •SMi_1-7 II r F07 ®� i BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1 FOG 11 F07 = BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ` FO 9 F07 BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 ° ° . 19-05000C BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 Ft I F07 II BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 J 2 ° ° FOG ° I B F07 BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 o J Q co Z I + F05 ° N_ BM3 BK1=BLOCKING WQ < 6 ° -0 ° ° Q it RM1=RIM BOARD 5 < Z 1 .E BM)4 ACCESSORIES QTY WCC W I- ° F02 ° ° 1_ 11 DA TH017140-2 43 = m ~ Q ° 1 4 CA �2 I I q F�% ° 1 P F04 111 © HUCQ1.81/11 6 0 2 J I FG2 ° I I F04 di 1x14 OSB RIM FOR SHEAR BLOCKING 28' Z z W° F02 ° ° I I F04 I m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 11 0 Q d !' ° F02 ° ° I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Z0 —i II lj F44 H III Et W . FC2 ° • BM3— FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 0 COQ U _1 B FLOOR LOADING � IA Z , I F02 Y�1 1 { 40 LL WY • ct ° ° `�. 7 « 15 DL W > UO 0 F02 F03° f' = m J W ° ° ° ::. I ° .: Q m Ct F02 19-03-12 I I, — — 1 - F02 ° H 03° 1 1" Ilb F02 ° ° .1 I:�, F03° ,I 2 .}� 1 --- ; i .I } m JOIST WITH RIM ° �® ° F12 W II F11 If CL/224°/j4°ni• ° F 11 ..F1' ° F12 ' e 1 I Q 1- II F11 -- 711 Pacifi x umber lI I F01 ° .I� �BM9� B1 �' __ COMPANY '''.- - _ .. . _ A & TRUSS -- __ ''RM1 =— _— __ _ 1