Loading...
Plans (66) AllSD.0/ —00TIS (37� Sec; /7 /�j/t ROSEBURG FRAMING SYSTEM"" —�.-- w"-,-, INIMMil OOP PACIFIC LUMBER COPYRIGHT 21114 Quality engineered wood products IortadavS builder- .....—y..... W M. 'I� ' mese plans and the designs art(copyrighted under Federal Law by Pacific Lumber company 2014. :` :=,,,,,, ,II Nab 3.01.0,61....K.^u The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber ' O5f5��""��` RIGIDLAM LVL R!GlDRIM >.,..� III Tosses Nsecompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other Az- \ NST"LLw"s"etcrs product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or, ...", ----,.......t ,.. ___ res m:Tea in NerN . ROSEBURG BMW P'RODNOTS R &B'ORES7 PRIM= copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that incluse`� / BELOW TOPOST ABOVE penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully PRODROIS A '���M,BE a Ai R 7. 201 X11 JC?IST 1t + ry. cup,OF 4'. A h L GONTRAGTGIR NO1 DGS/6N NOT 5e -f1Ltl g1'.11r_ €{..t.-2(1-;,..,„7/1,,,i;‘,1 f!s , 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS " w .*--.+.-�w � 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR °° MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 'UPI-BLOCKING PANELS WRN+ RIMS WALL ABOVE POST LOAD t'RAN3rast DCTAIL SCALE: 1/4 1'-O' 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.TS. NTS. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N& 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD TN/5/5 A PLACEMENT PLAN ONLY SLEMN6ARCASr 30psf LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD START START Architectural/Structural plans.Verify all II FRAMING FRAMING I I shear wall blocking placement and connectors. mewlLOAD1N6 I I I Purchaser responsible for approving this 25psf LIVE LOAD IPATIOI /HERE HERE PATIO! ayaut prior to any construction. 1-Ipsf DEAD LOAD f/ u. � 1 _ R a�yy J1 .11 111 1 III Ili __. .__ ....__ .... .....JS. I.1.._.... __._ ._.._. ........ I1 ..._ 1-4.__ ... ...... J1 ..... I1 ..... ____. ........ -..II ...JS... _._ ......_ ', {{ JB 2:::R1 R 1 JB i J5 II J4... l i _.._......... J j.; .......__J5_. b 1 n.1... J5. JII 11........_....... ......._... ___I-I -J5... 15 11 i1 I _. .... .. H 4 II L ...BJJ 311. ___. _............ ._.__ _.W..._...� �,LI -15 J5 Ii1. J5r _ I J > 3 0 0 1„.{ ST - S 1O JSL 11 0 0 .1 JS-::.. ____ ._..._... g O o h h • i4 J1d d ----_..... _...._:1.5._Rk - ._. _ •- 41 — Jill 1 LL LL 14 re h M ki -��ie1 c 1r n.,1 __. 2 . J2 LI F II 11,- li J22 fl J2---- ; iI 12 11 J2 LI . -J2 I I JB2 Jt Jt J 2 I I I PORCH .- SA I PORCH /MPORTANTt L I 1 I REFERENCE INSTALLATION GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-8- ,(MAIN) POLYGON 5A LEGEND: Mrk* Materiaa r4Idth Depth brede Qty Gut Lth Tot Lth 51 RigidLam WL 1 3/4 9 1/2 1.5E 1 1 6 16 'SHEARVd�V_ABOVE EXCEEDS ONE i PacitI umber o--HANGER CALLOUT B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 WHERE PLATE NAILING AT i ® -SUPPORTING POST B3 R(gidLam LVL 1 3/4 9 1/2 1.5E 2 1 2 24 ' PROVIDE ADD'L BLOCKING OR & TRUSS C o M P A a Y R1 OSB Rim 1 9 1/2 10 1 6 1 60 'D WIDER RIM MATERIAL AS REO ® -POST LOAD ABOVE 11 RFP!-20 1 3/4 9 1/2 1 3 1 2 1 56 R -RIMBOARD J2 RFPI-20 1 3/4 9 1/2 1 3 20 250 E1 CGNFORi4S TO DEIGN CGYCT J3 RFPI-20 1 3/4 9 1/2 2 2 4 5930 JEAN ROAD LAKE OSWEGO,OREGON 47035 (503)355-9663 LB -LVL BLOCKING 14 RFPI-20 1 3/4 9 1/2 3 1 4 42 CONFORMS AS DESIGN CO?tlLC%W17N REVISIONS 4S SHG't;f. PLAN DESCRIPTION/NUMBER: 5A JES -JOIST BLOCKING 15 RFPI-20 1 3/4 9 1/2 1 3 30 390 Z CDNfQ'""ro Dim.T-'r rrn E NOWCON-OPM°!•G-REVISE A1iI RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 75 ==:':::r"''''''-w"" -,.w..nAr.0 y B.,u A;>IE-._.;OR x;OirOWCE PLAN DATED: 2/25/14 152 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 6 3 1 5 0 NBNroNEOEnmr xn A t 111 ,w. r.ti a, c M'1 l I:.E T:f B -BEAM(FLUSH w/JOIST) 4}PT n= h0 1 F A ia,s:1 r Axwr�ri wz ..F DESIGNER: KAM/L HENDERSON DATE: 9/25/14 HDR -HEADER(BEAM BELOW JOIST) Accessories r..«.. E..•.... fP`,IS>„w 741"13. C:,-4:`:.,F-L VERT:,w.L.ce.....E BBO-BEAM BY OTHERS H 1 I THO 1 11950-or-ITT9.5 4 <.... sr: EN ,E::. se:1-tee.s.>ms d _kliE&kNUT _kf CHI_EtTS CT ENGINEERING INC PL 1 4-8 q (MAIN) %MET: 1 of 1 POLYGON 5A PL14-89 UP 14"OPEN WEB JOIST @ 19.2"O.C. 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 1 START FRAMING HERE Products Root F. Plotl Length Product Plies Net Qty 4IIIIiII1!IIIIIijjiiiijjj FRM1D 47-00-00 1"x14APARimBoard 1 1 R �N . I. � RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 39-00.00 1"x 14"APA Rim Board 1 1 RM1 21-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM18-00-00RM14-00.00BM27-00-00BM412-00-00BM721-00-00BM121-00-00I3M 21-00.00_ 19-00-00. o'"1. ;- " BK1 17-00.00 1.5RigidLamLVL1-3/4x14 1 1 ' 'II' _ U1. BM10 12-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 BK1 11-00-00 1.5 RigidLam LVL 1-3/4x 14 1 2 . =. BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1� ��111111111111 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i 'IT 1 1 I r�imi7BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 A _ �pj� � � BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 1 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 p 1/1.1-1 BM11 4-00-00 BBO21 1 ail LLA" • FLOOR LOADINGgI i t 4 j11111 � _i = BK1=BLOCKING 40 LL Pill ', •1 It g 0 f I• lid RM1=RIM BOARD 15 DL ACCESSORIES QTY Ii111 0 TH017140 2 16 1, 1 ; : © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' 6 a. 8'. - '. _y I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I LL LL.. LL L1.: ST TRANSFER BLOCKING ill 1 " 1 1 I 1 el REFER TO STRUCTURAL PLAN FOR ADDITIONAL l 1 1 i AND SHE R BLOCKING REQUIREMENTS. I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. A ® rww__: _ I _ I _DEFLECTION CRITERIAI FLOOR DESIGNED TO MEET OR EXCEED U480- - - n • WHERE RATE NAILING AT I►�11j1 _ _, _ - _ _ � —'241 — — —II SHEARWALL ABOVE EXCEEDS ONE 'i ,�I ROW PROVIDE ADD'L BLOCKING OR \i WIDER RIM MATERIAL AS REO'D. s [] CONFORMS TO DESIGN CONCEPT JOIST WITH RIM E CONFORMS TO DESIGN CONCEPT W7I RE ISIONS AS SHOWN 8 CO"Na""',"ouw.<CONCENT* E LA-CONFORM:NG-RE SE AND RESUBMIT ,=ReAsx,s,orzaN SIRV R.R.RCRi A..M tiff Rt.,5ENERR, Y' A'., YI'N h 1< GN F '2'A R 14 T E Pacrb umber F !drA AA11 E-4( C4S ALTR_:I If (24x36 SHEET) SCALE: 1/4" = 1'-0" " Rg°"` �� ,ruA R N o_,.."1,9,R-OR,. & 90244_ BR Rood R.E ta- DR, SeoteM r IR,20'e TRUSS. : CQMPANY MIIIBAI,Cl 'IC ITFCT2 CT ENGINEERING INC