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FRENCH 6 FLEX WITH STEP I L. ,, ,L.:1-4c DESIGNERJENGINEER OF RECORD TO 1 4 REVIEW AND APPROVE OF ALL , DELI VERY LOCATION I SCALE' IREVISION-3: , DESIGNS PRIOR TO CONSTRUCTION & TRUSS ' , COMPANY ERT AREA 3 I 0.145"- 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by -Pacific Lumber and Truss. [/ , 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 0 0 IBM2I �BM6� BM6 'Med IBM6I SII TiI p —x M:II� iaI - --a--Q�K1 -,- 'll OM1 RM1 II K1� Tr r 'I R ��M11 fII- KT a RM RM1CI 4- 44.--- ,r w I IRM1I -... :I ti =N. =�K- q -`� �`- 1 -4--IY� - - n _ �6-._.x��t4 -C' �- -�— _ _'t w_ = ��__A.sqt co co co co co _i;_-.7- o r _ _ -� o o I ,a - o I. qq t o n 1 2i .�q E I ..2II ii 2i o -.vl E�48 2 2 2 2 2 2 2 I I 2 o I d 4 �� ga ��� i mil a a12 a3 15® m II 2-1015 ii 03 CO ii a 120-15® 1ST n f m u_ 1 JI w f "� m w 1,y d a `"� 13-01-00 • II I a m a W u A FOS ( * ° o- FOS II F03 I I I I ° F03 4 F03 I- +�1 I7 I Y ..�.. c F03 NI' F03 al - n7I �F� I II 1— o F03 d2- R F03 I ! F03 F I Fna Fn1 y '''' I" ® F06 ` ill 1 V A III. B F06 I F03 I F03 n J RM1 I" O F04 ' 1 (1 g I) III it \) 11111 ' I I 9F FO4 OO RM1I IRM1 gI F04 ( � m r I mill - ® F04 RM1 F04 - i,, I� r �IIP �� lI 1 • Ce Q �N �i qlbw C o F04 F03 �. OA ^Im ml QA ,� lm \ D� F03 I el II I� — 41— I F03iti Y All If al i E !cul �U —IL P b 1-1�� F03 J II'� A AI F03 IISCC MJ 9il p III n '' II Y F03 III III lsl III F03 � BM2 t JBM2 J 1 0I �_IBM21 ;s F03 0I F03 U u . El U 4 F03 ®1 F02 I :e F02 A r N I m F02 I S !! , F02 dI A F02 i � � IFi Y ¢ F02 y e I A 1. F02 I "e . I I * F02 I F02 I N A R 111•1111J L c F02 I- 2 F02 I 1= I • F02Ii MIMI mom - 1 il ®II F01 IIN MI-' — BM6 1 13-0i 1 I3-00 BM24 H s�� RM1 � BM24 1 ii �RM51 d RM1 a ' �{P y 0 id M L 'RhoFOt RM1 RM1 ¢ rz re re re a a a a N O N 0 N O N 0 K ' CC U- fr LL IX LL o a o 1- 0 1- 0 I I I I co N co co W m IA -1-- Products PlotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM1 14-00-00 1-3/4 X 20 LVL 2 2 FRENCH REVIVAL 5-PLEX E-6(D)&K-6(D) ERT LOTS 29-33 I ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING' rad, 1 umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING BK1 11-00-00 1-3/4 X20 LVL 1 3 PL17-178 UPPER RM1=RIM BOARD LL 15DL BK1 10-00-00 1-3/4 X20 LVL 1 5 TRUSS COMpA NY RM1 10-00-00 1-3/4 X 20 LVL 1 7 REFER TO STRUCTURAL PLAN FOR BM2 10-00-00 1-3/4X20 LVL 2 2 5/23/2017 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 8 ---RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ __-___ .---. BM21 5-00-00 1-3/4 X 20 LVL 1 1 - - "- SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I� ^—I - BM3 5-00-00 1-3/4 X 20 LVL 1 1 I I I� `I' I� `I ACCESSORIES QTY 1 BM4 5-00-00 1-3/4 X 20 LVL 2 20 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I I- -t BM2 4-00-00 1-3/4 X 20 LVL 1 4 Mir BM5 4-00-00 1-3/4 X 20 LVL 1 1 O HIT420 84SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 4 1-3/4 x 20 LVL BLOCKING 76' BM6 4-00-00 1-3/4 X 20 LVL 2 2 DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 HUC416 10 Loosen, remove,cut or notch RM1 1-00-00 1-3/4X20 LVL i s © SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. FR -� �'-°K ^ PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM'" � „�["� `°"'^ quality engineered wood products for today's builder- >, ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 1. SOLID e�oca J. 611*Wive The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIaLAM-LVL R�G��R�M� we1°°'e•.o.•w r POBTBPRVHnsvvE E:lis , SO ID 5LOCsALo.v. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,,..-���.,.. 1u INSTALL w�..s�BLOCKS'.�.- -- - `IIII productopyingsupplier other than Pacific rig is de Companyyr strictly prohibited.Unauthorized useha or GROSFBURfd FOREST PROOUCSS ROSEBURG FOREST PROWCIS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �� \\` BELOW TO POST ABOVE. penalties of up to$20,000 per work infringe A.ands 100.000 per work Infringed willfully. //IIM!! �RFPI JoisT /'/`. �\�I ROSEBURG FOREST PRODUCTS i' - Ilk' PA MA le CONTRACTOR NOTES: PES/6N NOTES- °'"""`°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS `;'?""4"4;,:77:4:5:" '",k, +::.:w,..Sw,-,a,w� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR rww.e.wP� (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPiBLOOKNS PANELS MVITH BEARING WALL ABOVE POST LOAD TRANSFER PETAL (UNLESS NOTED OTHERWISE) OF L/450 HT.S. N.rs. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL sf VOD 12 D SHEARWALLS 1 p5f DEAA D LOAD SLEEP/N6 AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-2O S 16"O.G. 9-1/2 RFPI-20 5 16"0.C. 9-1/2 RFPI-20 5 16"O.G. • 1-1/2 RFPI-20 5 15"O.G. - 9-1/2 RFPI-2O S 16"O.G. shear wall blocking placement and connectors. ROOFLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE Purchaser responsible for approving this 25psf VOD START FRAMING HERE START FRAMING HERE ayOUt prior t0oany construction. 11p5f DEAD E DD LOAD I Si \ R y .. 51 , I'I 51 \ / .-. 51 .-_. 1 II 7i J 0 F ) _ W' _ r Si R 1 - pz I II m (iii J' 51 I! 1 LII M51 •• 9 .9 .9 .9 D 9 9 9 - - - 51 : _1 JI -II ' _ �_ I� I R1 ( , .1i-L••. a 1 H...._9• a Y �l a -I_ .....1 I- I� Si _1 HOR9 _ HDR3 �.... 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'2 d 2 2 PL 1-1-1 78(MAIN) CRT ARCA5 LOTS 29-55 POLYGON FRENCH REVIVAL 5-FLEX E-6(12)K-6(2) Jerk• Material Width Depth &rade Qty Gut Lth Tot Lth Si 1.15 LVL Rim 1 3/4 9 1/2 1.5E 38 20 760 • R2 05B Rim 1 9 1/2 5 16 50 HDR1 BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 IMPORTANT! HDR2 Cascade 5.L.24F-V4 3 1/2 10 1/2 Pb-2400 2 14 28 REFERENCE INSTALLATION H12R3 Cascade5.L 24F-Y4 3 1/2 10 1/2 Fb-2400 9 12 108 131 RlgidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING 52 RIgldLam LVL 1 3/4 9 1/2 1.5E 4 2 8 DETAILS AND I-JOIST INFORMATION 83 RiglalLam LVL 1 3/4 9 1/2 1.5E 5 l0 50 B4 BIG BEAM 3 1/2 9 1/2 2.1E 4 6 24 B5 RIgldLam LVL 1 3/4 9 1/2 1.5E 3 12 36 136 BIG BEAM 3 1/2 9 1/2 2.1E 1 4 28 LEGEND: 131 BIG BEAM B0 BIG BEAM 3 1/2 9 1/2 3 1/2 9 1/2 2.1E 22 14 24 2.1E 2 16 32 MAIN FLOOR JOIST LAYOUT Pacifi umber ( H ?--HANGER GALLOUT B 1 O BG BEAM 3 1/2 9 1/2 2.1E 2 12 16 SCALE: 1/4"- 1'-O" /� �/ .J81 BLKG 1.15 LVL 3/4 9 1/2 1.5E 118 3 354 ® -SUPPORTING POST J1 RFPI-20 3/4 9 1/2 9 15 162 & TRUSS COMPANY 42 RFPI-20 3/4 9 1/2 11 8 58 ® -POST LOAD ABOVE J3 RFPI-20 3/4 9 1/2 36 14 504 J4 RFPI-20 3/4 9 1/2 2 10 20 R -RIMBOARD J5 RFPI-20 3/4 9 1/2 2 16 32 10515 SW ALLEN BLVD BEAVERTON,OREGON 11005 (503)858-9663 LB -LVL BLOCKING J1 RFPI-20 3/4 9 1/2 26 26 616 PLAN: FRENCH REVIVAL 5-PLEX E-b02)K-6(D) LOTS 29-33 J8 -JOIST BLOCKING J8 RF1.I-20 3/4 9 1/2 6 4 24 J -JOIST GALLOUT J9 RFPI-20 3/4 9 1/2 5 12 60 CUSTOMER: POLYGON J10 RFPI-20 3/4 9 1/2 6 6 36 PLAN DATED: 5/12/17 5 -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L HENDERSON DATE: 5/23/17 HDR -HEADER(BEAM BELOW JOIST) H1 TH011550-or-ITT9.5 42 880-BEAM BY OTHERS H3 HU4 10081/9 141 FL 1 7- 1 18 (MAIN) SHEET: 1 of 2