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Plans (34) . 5TX.o(o - ado S3 3 74.o Sly /7c 4k_- PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM- not ""tr. -,�•_r 'I� quality ;nserea wood products fortoao,s bu r- m°,„;` These plans and the designs are soIFIC ed under Federal Law by Pacific Lumber Company 2014. 1.4 soLmewcKAu Theplans maynot be re-used or copied,in whole orpart,without written permission from Pacific Lumber i rowsrRO:x AewE D =..„....... � .,I� ToaEAexseELOrl Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 3 1 *' ' r H.. - xasrAusou.sxe�oucs �*•°' \C -� — !GlDLAM LU RtGIDRIM I •....x•,... _ ,III veR OETAL Id.wATcx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ' `- ' eEARnw AnEA Ore -z copying of these plans,infringes rights under the Copyright Act.infringes face liabilities that include kOSa<epA'e roAfST ociassura/ eEwwro POST Aeoue � penalties of up Co 520,000 per work infringed,and S 100,000 per work infringed willfully. .._ o, } •� 14 SIM L .s RFPI Joist Ii „ �' ���II F. R P T PSOOPorS ••w»-• - CONTRACTOR NOTES: DESIGN NOTES: .r++«-nv- Oa.. ---- - 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS --�� ..""""`" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD REP(BLOLKM6PANELS YIRN BEARMG NMI ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.rs. N.T.S. (UNLESS NOTED OTHERWISE) OF L/450 __ 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NG: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: THIS/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 shear wall blocking placement and connectors. ROOF LOADING: I Purchaser responsible for approving this 25psf LIVE LOAD PATIO PATIO I ayout prior to any construction. i 1psf DEAD LOAD 1 1 R1 I 191 R1 I Rt ,j J3 10.-5' {—'{fes--1O-6•... ... 13.-3fr— . 13-3" { 10.-6•:13 t I 1.0-3• 14liI {....... ..._.{t _...43 __. - .J3 ii 11,1.F J5 i R1 ..... J' 1 d3 J .� J5 JI •21 ... :.. .... .:.. .... ... p�.. :. .... J 1 J3 11 .p _. _.III d3 __. �,r q T r—:: B 1 --- -- --'. --- ® .... ,d3 {I _.. 1 04 IR i u. itIL ® S 1:1- 2 _.._.... ._.__....__ _.. i 1 a 42 } J2 ® ...... J2 • -12 .... J2 .... _... .. .... .._ J2 .... 1 R1. '12 1 J2 .t2 J2 2 START 41 Jt J1 --Je' J81 _.__I START FRAMING Jt J, _ FRAMING HERE mow] / HERE PORCH PORCH r - -.= rnlPc RTANr.� NTArZUG F.T..�. h� REFERENCE INSTALLATION GUIDE FOR ALL FRAMING CONFORMS TO DESIGN CONCEPT DETAILS AND I-JOIST INFORMATION 0 CONFORMS TO DESIGN CONCEPT WITH PL 1 4-3 5 8 (MAIN) REVISIONS SHOWN© NON-CONFORMING-REVISE AND RESUBMIT LEGEND.' POLYGON 34 1 O BD T. s.. MM.Nkt 8E._VTE.E..FM-t..uL c0a3RLtis M15• Material Width Depth Grade QWITH Cut Lth Tot Lth "T �E M c E,,E; PaciiGLumber F b'.- NI LP F W. C , T F N -HANGER CALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 - 20 3 60 a "'�'A.NC :*ALLF",E ' . C MIS i;-0.PC.4 „hT.AC A A 4.4:.t lig.1nNS, 'W -SUPPORTING POST R1 055 Rim 1 9 1/2 9 16 144 t,; Todd R.Exam .: pccwe s MNp J1 RFPI-20 1 3/4 9 1/2 5 6 30 CT ENGINEERING INC & TRUSS' COMFANY -P05T LOAD ABOVE J2 RFPI-20 1 5/4 9 1/2 12 14 155 R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 16 34 544 _ LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT J4 RFPI-2O 1 3/4 9 1/2 2 2 4 I CONFORMS TO DESIGN CONCEPT 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 JS RFPI-20 1 5/4 9 1/2 1 12 12 i 0 mNFORMsroDGnconeowrTn PLAN DESCRIPTION/NUMBER: 3410 BD JB -JOIST BLOCKING SCALE: 1/4'•• 1'-O' -16 P,FPI-20 1 3/4 9 1/2 1 22 22 REV1S30NSNOTEO ESlrs 0 NON-CONFORG-REVISE&RESURM3T CUSTOMER: POLYGON MN' 4 -JOIST GALLOUT 51 RigidLam LVL 1 3/4 9 1/2 t.5E 2 14 28 _ ,,GENET,,STTNIANNE I PLAN DATED: 1/19/14 B -BEAM(FLUSH w/JOIST) B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 - HOR -HEADER(BEAM BELOW JOIST) Accessories _°M .-x1 `-` : DESIGNER: KAM/L.HENDERSON DATE: 1 O/21/14 D d R 8•nett L-e 10/22/14_ BB0-BEAM BY OTHERS H1 ITHO 1/950-or-ITT9.5 5 1MILRRANDT ARCHITECTS I FL 1 4-3 5 8 (MAIN) SHEET: 1 of 2 CONFORMS TO DESIGN CONCEPT WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE POLYGON ❑ CONFORMS TO DESIGN CONCEPT WITH ADD'L BLOCKING OR WIDER RIM MATERIAL REVISIONS AS SHOWN AS REQ'D.ELSE LAP SHEATHING PER 3410 BD DETAILS ❑ NON—CONFORMING—REVISE AND RESUBMIT PL14-358 UP H ':.NIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 10/21/2014 F,ABRICATORVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF W11ICH HAVE PRIORITY 14" OPEN WEB JOIST @ 16" & 19.2" O.C. OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. Products By: Todd R. Eaton Date: October 30, 2014 PIotID Length Product Plies Net CT ENGINEERING INC Qty RM1 37-00-00 1" x 14"APA Rim Board 1 1 THIS AREA 16"0. START 19.2"O.C.HERE RM1 34-00-00 1"x 14"APA Rim Board 1 1 8-0 aI67/4I NFArsa 7:rNYdr1.17.1 ICZP 23-06 ,o 06 08 TCFi :z,�.� 1s-ol o0 o RM1 24-00-00 1"x 14"APA Rim Board 1 1 FOIRM1 2 RM1 12-00-00 1" x 14"APA Rim Board 1 1 �` ter ,- - RM1 9-00-00 1"x 14"APA Rim Board 1 1 I"I! ": � RM1 3-00-00 1" x 14"APA Rim Board 1 1 '! BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A, g BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL _ 2 _ LL LL 6pi 0 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i 1 i k BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � LL LL BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 5 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 w' BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 ___ I gi Ill ot." 04 V _ BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 ;�o[BM2� `"' „...E .,2 _ I® � �� u m BM BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 p BM12 4-00-00 5-1/2 X 9-1/2 BIG BEAM 1 1 i'''' 1 A 00 RM1 ° �,11 J,I. I.1!, BM13 3-00-00 BBO1 1 1 . -®8 � --- �� — — i i 0 Ia � I. �, BK1=BLOCKING BM1 BM3.11 RM1=RIM BOARD et ACCESSORIES QTY 0Q TH017140-2 36 _ © HUCQ1.81/11 3 E' 2 2 1x14 OSB RIM FOR SHEAR BLOCKING 28' I ii _BM3 © ITT14 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN / *A fl HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. o• t LL FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA II FLOOR LOADING I CONFORMS TO DESIGN CONCEPT m Il _ — — y 40 LL 15 DL 0 REVISIONS NOTEDSIGN CONCEPT WITH P. [ j RM1 MILS MU*, ' j; ... , 1 0 [� NON-CONFORMING—REVISE&RESUBMIT ill III L.µN$:1 ',4� _. (� OR PLUMBING BEEN REv1EW'EC FOR GENERAL CONFORMANCE m.� ■ ' _ 3'I'}iS C'ESIOPJAAN NCE` t:_Y APlC Ui�ES MCT RELIC4E TSE m `— p i F=BRICA ORGEND RESPORSIBILRY EOR CONFORM=NCE NTN DESIGN 0 DPAWN3S. PE RCA IO .A:,::APPLICABLE COMES AL:OF diiICH HAVE � , PW^FIT (WEB TEESo U GREENED O� A:d MI — By David R Burnett Date 10/22/14 M9 BM7 I ` JOIST WITH RIM MILBRANDT ARCHITECTS PP_ Pacifi umber itt TRUSS COMPANY