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Plans (316) ROSEBURG FRAMING SYSTEM' '^:::: PACIFIC LUMBER COPYRIGHT 2015 57���7—ao 3 a s quality engineered wood products for todav's builder- „,,,„„m,.. .....7.... ,IJ ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. �i The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLAM LVL RI GI D RI M Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other \�� 1 POSTS PROM ABOVE r.. - IL III� eao.+ro.oer..aove. product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or wo,nuvoaa,aep oouc1s �pesrpRoouc1e copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include i `� •enalties of u•to s20 000•er work infringed,and e100,000 per work infringed willfully. ,II1! 4RFPI JoPCMIlleit0 F04,07 isT ,-S ' I' 6sSg Su) Fcce,r4,\ LA . TS „xx, . I - 1 E::I. CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 M`�a�m„°�'0d0J„a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ''`°”`-"`"°° "'"" MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA CFR BLOCKING PANELS MTh BEARING HALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" (UNLESS NOTED OTHERWISE) OF L/430 RTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: psf 5)PROVIDE PROPER SUPPORT AT ALL LIVE LOAD 2psf DEAD LOAD SHEARNALLS 1 D SLEEP/NG AREAS: START START TH/5/S A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD FRAMING FRAMING This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I I HERE HERE I I shear wall blocking placement and connectors ROOF LOADING: II I I Purchaser responsible for approving this 25psf LIVE LOAD 'PATIO ATIO /\ PATIO' ayout prior to any construction. 1 1psf DEAD LOAD -_. R 1- -- - I Il.....__- ---- R 1 R 1 -- -.__-_ .- -r I R 1 -- 11 .J1 I - II -- Ji - 1 R1- J1 I ''II - --- - h 1 -- J1 - 1 I II Je _- ® CONFORMS TO DESIGN CONCEPT 52 J4 1 Ja _ ❑ CONFORMS TO DESIGN CONCEPT WITH J 5 52 - - REVISIONS AS SHOWN ▪ `tii 1 Ja J R 1 R 1�B2 Ja - JS — ElNON-CONFORMING-REVISE AND RESUBMIT .O'SJI I J4 J4 I I f 1 Js THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ - - JS- II = B2.11 J1 B2 1 Js - - -_- R I FFABIICATOR/VENDOR ENS RNOFSRESPONSIBILITYAFOR CONNFFORMANCE CEEWITH THE IEY R1 WHICH J6' -- I J1 /..”' .11 -JS -_ - OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: May 11. 2016 11 I J1 -11II -------------- _ H CT ENGINEERING INC ▪ I1 I �e1 :� J, B3 I4) 511 1 _—_ _ -.._.- JS Jg} 3 J) ----- -- _' J1 - • JS -- 1�_\ , i r L 0 U J <]3 ❑X CONFORMS TO DESIGN CONCEPT a4 51 -__@� _ftt_- .O'6 -- = J6 R 1. isi II ii 69 51 z--- CONFORMS OTDESIGN CONCEPT WITH REVISIONS NOTED R 1 J7 142 • o - J2 1 R 1 J'1 0 NON-CONFORMING-REVISE&RESUBMIT 1 O O I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - J2 n et _-- - _ --R1 - WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN LL it DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE .. __ - N h - - - PRgIORITY OVER Jere y PfarrS SHOP DRAWING.11 Date 5�11�16 42 b �'__.__- � f �!r.-- °'\ Ja# MILBRANDT ARCHITECTS I 1 I • 11 J2 7 Ja_H —_ 1.1I - 42b - R1 R 1 1' J2 -- - J2 SII iq J =--- - _- =1 J?- - — I I a — - J2 n _--- - —- I 1 Jt-- J2 1 • FA J2-- J2 iI j -J2 - T - J2 Imay -- _17 'Ieli 1 I 12 -- --41 - J1 J52 I I R1 J1 1\ —J1 R1 I PORCH PORCH IMPORTANT/ I I REFERENCE INSTALLATION L - PL 1 5-5 1 (MAIN) I JGUIDE R ALL FRAMING "TAILS AND I--JOIST INFORMATION POLYGON 5A FRONT TO BACK Mrk* Material Width Depth Grade City Gut Lth Tot Lth 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32 LEGEND: 52 RigidLamLVL 1 3/4 9 1/2 1.5E 2 14 28 pacmumber �� 53 RiGidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ( H 1--HANGER GALLOUT R 1 OSB Rim 1 9 1/2 1 1 16 11 6 J1 RFPI-20 1 3/4 9 1/2 12 12 144 • -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 13 20 260 & TRUSS COMPANY ED -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 3 1 4 42 10515 Sem ALLEN BLVD BEAVERTON,OREGON a/005 (503)858-9663 J5 RFPI-20 1 3/4 _9 1/2 12 30 360 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 - 1 26 26 PLAN DESCRIPTION/NUMBER: 5A FRONT TO BACK J5 -JOIST BLOCKING J/ RFPI-20 1 3/4 9 1/2 1 10 10 CUSTOMER: POLYGON J -JOIST CALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 15 PLAN DATED: 2/25/14 B -BEAM(FLUSH w/JOIST) J52 BLKG 1.T5 LVL 1 3/4 9 1/2 1.5E 6 3 18 HDR -HEADER(BEAM BELOW JOIST) Accessories - DESIGNER: KAMIL.HENDERSON DATE: 2/1 6/,5 550-BEAM BY OTHERS H1 I THO 1-1150-or-ITT9.5 4 - PL 1 5-5 1 (MAIN) SHEET: 1 of 1 POLYGON 5A PLI4-89 UP 14"OPEN WEB JOIST @ 19.2"O.C. 7129/2614 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS p START FRAMING HERE > Products I/ RM1 PIotID Length Product Plies Net Qty •_.0.0._____•_.0.0 " le RM1 47-00-00 1"x 14"APA Rim Board 1 1 ,= 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 � o a b ° a b • o '''.7V11I RM1 12-00-00 1"x 14"APA Rim Board 1 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 04 CV Csl cd "' °' 0 6 6 o b o b RM1 4-00-00 1"x 14"APA Rim Board 1 3 LL LL LL LL LL LL. LL LL LL LL ti_ LL ILL N N u BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 o 0 0 0 0 0 LI)0 o BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 p o I BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 `4 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 = ;�.T , 1 6all ;., I BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 B 03i t.0 ___ BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 111 ,Ai il, BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 'lire M1 H = g� . 6. 1 - .11-�r--4�-� 4 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Q i u L. ET BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL u A - BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 - o o u CD ViCD LL GO o c0 a BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 a BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 � 0 - BM11 4-00-00 BBO2 1 1 _ -1BM51 ( 4 FLOOR LOADING. _:FE:3E:�_� : :_ , -- ------v: _ BK1.BLOCKING 40 LL ��',>,-0r0 = = = = = = = = = =a= RMI.RIM BOARD 15 DL CC LLL"""^^^��'��I I ACCESSORIES QTY o 'F F° o cI ® TH017140-2 16 © ITT14 3 CD N DV N 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' LLL LL LL U _ ti ro m m r0 M in o r 0 ,.0 n 0 r` r r` 0 n r r� O O ,O O O O O O O O O O I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I._ LL LL LL LL E LL ' LL LL 'ALL LL LL LL LL LL LL LL LL LL. i REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 'FLOO 1 k 2T, m R DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' -a€ Wi-3E E � - -hw3F = -3G �� LJ — WHERE PLATE NAILING AT I SHEARWALL ABOVE EXCEEDS ONE 'I 1 _n—=n-_�—_.t— MM.--. 1,1 -4== =t3g_ e--;--ayaa_—a-_>,—G—J1_ ROW,PROVIDEADD'L BLOCKING OR IRM1( WIDER RIM MATERIAL AS REQ'D. I C 0 CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN Ei CONFORMS ro DESIGN concur 0 NON-CONFORMING-REVISE AND RESUBMIT CONF ora 10 DESIGN CONCEPT WETS THIS EMIT DRAWING SEE BEEN AEVIEYED FOR GENERAL CONFORFRNCE - I]rpar;"!'"Rrwtra::-... nez,;z WITH THE DESIrII CONCEPT ONLY AND DOES NOT RELIEVE TNF Pacifi Lumber �w rer m_...nuc ,o .�r9 _,. ..,... WITH THE CESENDOA OF AESPONY MD DY FOA T RELIEVE WITH ilE ..R.orm �un nE. o �a nn a�Eh DESIGN DRAWINGS Ara SPECIFICATIONS AD OF WHICH RAYE DMSNOIY F r (24x36 SHEET) SCALE• 1/4" = 1'-0" ' ; w°°7'z `'.w:"O"EE""•` OVER THIS E F.DRAWING. CONTACTOR SHALL VERIFY ALL DIMENSIONS. & \ COMPANY ry^ AM:Ria Fu:I " WWII By: NM R.Eaton Date:September 19.loll TRUSS \ MILIRANDT ARCHITECTS CT ENGINEERING INC