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ENGINEERED STRUCTURAL a ERT AREA 3 LOTS 29-33 INFORMATIONENGINEERED ALLFURTHER DESIGNERIENGINEER OF RECORDa : mber PLAN: DRAWN EY: REVlS3vN-2: RESPONSIBLE FOR ALL USS TO TRUSS CONNECTIONS.BUILDING' FRENCH 6 PLEX.WITH TEP / Llt .. t , DESIGNER/ENGINEER OF RECORD TOP wit M ftEVIEktiAND IOR TO OVE OF NSTRUCL TRUSS "' r,�6 r" r' c'. t DESIGNS PRIOR TO CONSTRUCTION P_�, O� d�,.i't,J.,P ;Jd�- ,SCALE hEJfS!CN-3: 4 ERT AREA 3411 i , 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 O U 0 IBM21 IBM6 JBMr� IBM6I BM6 `_RM1 Il_o_ _a s-- 11LRM1 V�'I. M X omit M RM1 II r s a RM1 Ic -\- =TT �r o LL tL u_ u_ u_ lI c �' II 411 ;_ u, �; _ I�� I ,Ii .) LLo .-a �. ,1-- RM1 �� K1 KS OM1 RM1 1 �_. 1�- - - -- It tr li�i 14 .3ME M- .„... 'e-- --sK -��- .-=.: =11r...-0-4—*,-4t- -g .._ - r- 0 0 0 0 o Ilvlr ° o hi - II o I(- --6t I o -.:N 4 m m m m m m IIv I u_m t., S i- I 0 0 0 IIS o -1 0 [�- I1 4 I u- �II_u. �s���©c' lir I I. �II ®12-1 15~ IIm 1:2:_,) I 12- )-15 A(� ¢yL.T. m LL 1 q v I e I. ®13-01-00 et e „iii d R_a�:�^�s!amo rnmc �”' 44 3 In a .0 .a IT a I 1 y ei III - 1. �I 13-01-00(,^ It I v I c F05 1 f F03 s f I I c F03 d - F03 4 I IIa e —I Y 11 F03 1- I F03 I, I @ I F03 Ic P F03 y k " I I I c F03 9 Fin F03 {� F06 ›8‹,1I_ O A Ilj�` I l ajF06 �}Foe � IIIM IIIIL, - I I F03 c RM1 F04 -II p II � I �l I, 1 (0 iI F04 0 RM1 pI �RM1�� F04 �_�__ �) P m F04 ��RM1 r_ F� ��_r� 4_�IjI �I 4 t _ 4 IIIN .76-1 CC e F04 'L– f a F03 ryJ _I[r7 c 0 � III I ® I_ a �C cI m e(� F03 1. F03 Mil d I— w II �.,I til Y ® ,�II — I/q\I F03 1 C[ FO3 - - I�n �II 1II II� • —} o ell '31v F03 IA F03 d',; E` rj_IBM21 �IBM2 IR� / o IBM21 01. P03 F03 R13�.�. � u c:';, I U 4 F03 RM1 F02.. +,vau..k> o01 e { I I -� F02 m F02 a 'I ( A I , A P ' F02 IO2 �r7 w F02 2 II x x o F02 A rc Li' F02 4 I I. f F02 w i w 1 F02 d $ I I 'E I $ c ! F02 4� F02 I I N _ i o _ F02 H i a RM1 b a RM1 BM6 s3-0; 1 3-00 BM24 _ _ _. '--M1 — M111 r J r a BM24 1 13-0� RM1 b R zl F01 � ® �- CJ T_ _ �RM1�_ — RM1 - 5 =I� F01 II2 „ 0 IRM1I g _ — IRM1I:. ¢ 0 1 5- 5- 5- W g W g 0 g W g Q U Q U U Q U h▪ 0 N 0 0 0 0 0 ce IL W IL I u- W ' a o a 0 0 a a o I II I co co In to io To 6o io I + Products PIotID- 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 1-314 X 20 LVL 1 3 I ALL BEAMS AND CONNECTORS PER ENGINEER I 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 BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING Pacifi amber BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING BK1 11-00-00 1-3/4 X 20 LVL 1 3 PL17-178 UPPER RM1=RIM BOARD LL 15 BK1 10-00-00 1-3/4 X 20 LVL 1 5 DL & TRUSS COMPANY RM1 10-00-00 1-314 X 20 LVL 1 7 REFER TO STRUCTURAL PLAN FOR BM2 10-00-00 1-3/4 X 20 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 -- I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I h�^- �'�����,�'1 BM3 5-00-00 1-3/4X20LVL 1 1 ACCESSORIES QTY 1111 `I� 11,1 BM4 5-00-00 1-3/4 X 20 LVL 2 20 I -. -`.—. BM2 4-00-00 1-3/4 X 20 LVL 1 4 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �_�� BM5 4-00-00 1-3/4 X 20 LVL 1 1 HIT420 84 RM1 4-00-00 1-3/4 X 20 LVL 1 3 AO SHEET 2 OF 2 BM24 4-00-00 1-3/4 X 20 LVL z 4 1-3/4 x 20 LVL BLOCKING 76' BM6 4-00-00 1-3/4X20LVL 2 2 DO NOT: RM1 3-00-00 1-3/4X20LVL 1 4 Loosen, remove,cut or notch RM1 2-00-00 1J/4X20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X20 LVL 1 6 Pr °�: °•:� �°.::R PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM .,x-m..a.„•.,.n quality engineered wood products for today's builder•• >e a +° ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201,. sono eLocK.0 The plans may not be reused or copied,in whole or part,without written permission from Pacific Lumber RIGID LAM'LVL RI GI DRI M� I Company.whlGh retains copyrights to and ownership Df Che laps.Use of these Ian b n t """a`u��e..ia roses rnoN neove ,,,,-°n,k•„ 1 TO eeARIxGee°oN. p p plans ya any her ,I�I - Xi ,,/III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or _ BEAR,. ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCES Alb eenwwnsen or BLOCKS copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include �G \\` ee�or.ro roar Aeo�e. penalties of up to$20,000 per worK infringed,and$100000 per work infringed willfully. �,IIlkIIIT, 4�RFPI JOIST • IPTEOSEBURG FOREST PRODUCES CONTRACTOR NOTES: DESISN NOTES. es..ot°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "`"-"0�oai;�.'r.,;y,,,,kw,.,x-„x 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .•.�..��-x.»i•...roow.•- . (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPrBLocKINS PANELS 111TH SCORNS NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 NTS. N.T.S. 4)USE CAUTION WHEN GUTTING •.-- • - FOR PLUMBING FLOOR L0.4D/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/NG AREAS: THl5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 iS 1 6"O.G. . 9-1/2 RFPI-20 @ 1 6"O.G. 9-1/2 RFPI-20 e 1 6"O.G. 9-1/2 RFPI-2o 0 1 6"O.G. . 9-1/2 RFPI-20 0 1 6"0.0. shear wall blocking placement and connectors. ROOPLOAD/NG: START FRAMING HERE t-SSTTA-RT FRAMING HERE /I---- START FRAMING HERE TSTART FRAMING HERE ----/III -{I Purchaser responsible any c le for coon. ng this 25psf LIVE LOAD \ I START FRAMING HERE I ayout prior to any construction. 1 7psf DEAD LOAD RI 51 R1 Si Sr I 1 . �v,i e J Y -. �.......J 1011 �m •• t Y 'J •• ~ r {' R1 .! ( I �o it R1 I 1 1�' yy Or R1 m .IT -3 1 .B 3 3 .! . R1 - {per i % I i II� .2 1.- . i yI HCRa �. :.+`3 lIllIH1III. 4: .L. a HDF a.-a.. Lt' 3" RI ®W RI 11174.1 l-g- ----t-Y-�_ .7 .i .i .'f _T .1 .I .i .1 .i i _1 .1 .1 .i ��1 H' 1 I R1 i tU R1 si En n- W R2I 1 1 !' 2 J �Q 1U °1�tz1 T:-� / Z in E\84ill Z i 41...�L...4 I )4 L JL,, 04 / Q 2Q i /✓ I-_J - ¢I H J (Z� RI R1 -1 R1 y.I''I I RI Rt R �,�� $p . RI R1 R1 R1R �bIFW _R2 III-1 R2 .T ._ t 4F, S _y i JB1 l :' h_-_ RlL__E_6 .! - < I �R9 Am.....I 3 'I 1 1 T. 1 I I` . . _ �.. r R2 3 H3 e§ -IT I 7T -IT :9 J9 -! .) .3 .3 ye .t Bp Irk T: - .1 111 7 T Y Tai.! �i 19 .3 9 �I� J 59 • Al B 9{i $ $x 9i1 • T h Rl 'Eli 3 1 ° z z �. iLz .z _z 12 B 4 J 4O J O J 1 1; 1 f I - I',0,.....J I O J I O �4 • €)\\I;:11. Jk ...11 1 .. . C4I I Hf`Ra 4•. A :=., ._ ` H I•R9 _ ._.�_ *I �_.__._....__.. ... �' B-8' ..p P{ R1 Rl-•I ISI_ III.IIIIII'I11�1 .:'__'.. B 7 N .1¢ "' R1 ¢¢B H�2 ■ :1� --__� I J$,D HERO R, ll__ - i ..II iIII IZ 2 PL 1-1-1-i S(MAIN) GRT AREA 9 LOTS 29-95 POLYGON FRENCH REVIVAL 5-PLEX E-6(0)5-6(01 Mrk a Material Width Depth &rade City Cut Lth Tot Lth R1 1.75 LVL Rim 1 3/4 9 1/2 1.5E 35 20 160 52 '055 Rim 1 9 1/2 5 16 80 0051 BIG BEAM 5 1/2 11 1/5 2.1E 4 16 64 IMPORTANT./ HDR2 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 25 REFERENCE INSTALLATION H1253 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 9 12 108 51 RlgiaLam LVL 1 3/4 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING 52 RigidLam LVL 1 3/4 1/2 ,.5E 4 2 5 DETAILS AND I-JOIST INFORMATION 63 RIglaLam LVL 1 3/4 1/2 1.5E 5 10 50 B4 BG BEAM 3 1/2 1/2 2.1E 4 6 24 B5 RigidLam LVL 1 3/4 1/2 1.5E 3 12 36 B6 BIG BEAM 3 1/2 1/2 2.1E 7 4 25 LEGEND: B, BIG BEAM 3 ,/2 1/2 2.1E 22 14 305 MAIN FLOOR JOIST LAYOUT B8 BIG SEAM 3 1/2 1/2 2.1E 2 16 32 H.--HANGER GALLOUT 51 O BIG BEAM 33 1/2 1/2 2.1E 2 1/2 I/2 2.1E 2 1a2 16 SCALE: 1/4'- 1'-O" � umber JB 1 BLKG 1.-75 LVL 3/4 1/2 1.5E 1 1 8 3 354 ® -SUPPORTING POST J1 RFPI-20 J2 RFPI-20 3/4 3/4 ,/2 1/2 9 15 162 11 8 55 & TRUSS COMPANY ® -POST LOAD ABOVE J3 RFPI-20 3/4 ,/2 36 14 504 J4 RFPI-20 3/4 1/2 2 10 20 R -RIMBOARD J5 RFPI-20 3/4 1/2 2 16 32 105155"ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9663 LB -LVL BLOCKING J6 RFPI-20 3/4 1/2 14 29 392 J1 RFPI-20 3/4 1/2 26 26 676 PLAN: FRENCH REVIVAL 5-PLEX E-b(D)K-b(D) LOTS 29-33 JB -JOIST BLOCKING J8 RFPI-20 3/4 1/2 6 4 24 J -JOIST GALLOUT J9 RFPI-20 3/4 1/2 5 12 60 CUSTOMER: POLYGON J10 RFPI-20 3/4 1/2 6 6 36 PLAN DATED: 5/1 2/1 7 B -BEAM(FLUSH w/JOIST) Acceeearlea DESIGNER: KAMIL HENDERSON PATE: 5/23/1 7 HDR -HEADER(BEAM BELOW JOIST) H1 1-HO17950-or-ITT9.5 42 @E30-BEAM BY OTHERS H2 HUG015 1/9 4 H3 HU410 11 PL 1 1- 1 7 8 (MAIN) SHEET: 1 of 2