The URL can be used to link to this page

Plans (149) ea,ram-.:— R PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM" qualify engineered wood products for today's builder- ----,-- .B...,,x ^a ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. ,„,,, ,II The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM LVL RI GI D RI M� SOLID BLOCK ALL. ,xa,,,,, i� rocs FLOC ALL. Gom an,which retains co ri hts to,and ownershi of the tans.Use of these tans b an other maN,,,.mw TO SEARING BELOW. P y Py 9 P P P y y ,R,e,�„,,-,,. , BEARING I�TALL scxuASNSs.ocKs product supplier other Chan Pacific Lumber Company Is strictly prohibited Unauthorized use or 1011�...grae. BEacN.AL AREA OPBLOCKS copying of these lans,infringes rights under the Copyright Act.Infringes face liabilities that Include aosuaa.FORST PRODUOT, ' '1°OfONS tP1OO1'OM 4111Wna 9 p 9 99 `� i SSLOPI TO POST ABOVE. penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. //1RFPf JOIST -�, ., ROSEBURG FOGS I PROINGTS IK III ®roN�MSTase=a CONCEPT T CONFORMS TO DESIGN CONCEPT CONTRACTOR NOTES: DES/6N NOTES: 0pT,A 0e R•u.a� CONFORMS TO DESIGN CONCEPT WITH p s ors�NoreoscNLONccmwn' 1)VERIFY ALL FRAMING CONDITIONS THI5 FLOOR SYSTEM WAS %+"`"'9°"'.,a,� axw.,N ❑ REVISIONS AS SHOWN 0 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR •-'•- (UNLE55 NOTED OTHERWISE) EXCEED THE LIVE LOAD ❑ NON-CONFORMING-REVISE AND RESUBMIT «s•- 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPIBLOGKNGPANELS/NITHBEARMG WALL ABOVE POST LOAD TRANSFER DETAIL THIS SHOP MING 525 BEEN AENiERED FOR GENERAL CONFORNAHCE n._ai a....N. Date V17/16 OF L/430 man THE DESIGN CONCEPT DNL1 AND DOES rot RELIEVE Tee (UNLESS CAUTIONANOTED EN CUTTING) NT.S. NT.S. a,MILRRANDT ARCHITECTS FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE NUN THE 4)USE WHEN GUTTING FLOOR LOAPIA45: DESIGN DRMINGS AND SPECIFICATIONS ALL OF REICH HAVE PRIORITY FOR PLUMBING OVER THIS SLOP DRAWING. CONTRACTOR ANLL VERIFY AL DIMENSIONS. 5)PROVIDE PROPER SUPPORT AT ALL 40pef LIVE LOAD By: Michaela R.Petersen Date:February II,2016 SHEARWALLS 1 2psf DEAD LOAD CT ENGINEERING INC 5LEEP/N6 AREAS: BOpaf LIVE LOAD 1 2psf DEAD LOAD 1 I ROOFLOAD/N6: 25p5f LIVE LOAD 1 Tpwf DEAD LOAD R1 REVISED 2511]l13 KLB I JD __ PL 1 3-04(MAIN) D POLYGON 7 R 1 J8 JH Ih 1 Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth RI OSB Rim 9 1/2 _ 7 16 112 .11 RPPI-20 3/4 9 1/2 4 1 6 64 J2 RFPI-20 3/4 9 1/2 10 26 260 PATIO '_ r 1 J1 J4 R PATIO J3 RPPI-20 3/4 9 1/2 2 20 56 •I l'• J4 RPPI-20 5/4 9 1/2 5 22 110 J4. J'} J5 RFPI-20 3/4 9 1/2 1 6 0 -16 RFPI-20 3/4 9 1/2 - 2 2 4 > J4 , J7 RFPI-20 3/4 9 1/2 - 1 113 15 S JH KEPI-20 3/4 9 1/2 4 4 16 JB 1 • J 1 J4 'Tl 1 51 RlgidLam LYL 3/4 9 1/2 1.5E 2 1 4 25 1 1- - 52 RIgidLam LYL 5/4 9 1/2 1.5E 1 3 6 b JB 1 BLKG RFPI-20 3/4 9 1/2 1 9 3 51 JO � JT — -y ,6 JG JB2 BLKG 1.75 LVL 3/4 9 1/2 1.5E 2 3 6 L I G 52 I,. J91 pi � f1f777IJ AccessorieeVV H1 ITHO 1 1950-or-ITT9.5 6 J2 0 O I I J2- J2 0 eJ f • 1 J2 H 1 N N - 2 • J2 a_ u_R1 K. R1 .-- ,,•1 J2 tv N2.1 J2 - asJ2J2 2 I• I I J2 2 IJ2 2 1 I: • I Jell R1 J 2 5 JB1 _________ '1 .4 2 -1 • e • r —._I — IMPOR TANTl J 1 - _ ;I J 1 REFERENCE INSTALLATION R 1 JB 1 II 1 J t R 1 GUIDE FOR ALL FRAMING J t 'I• - I - DETAILS AND I-JOIST INFORMATION START tint I r- `� START FRAMING l PORCH I PORCH FRAMING .LEGEND: HERE I I HERE PacifiilJ..umber H0—-HANGER GALLOUT L J L J ® -SUPPORTING POST & TRUSS C 0 M P A N Y ® -POST LOAD ABOVE R -RIMBOARD 5950 JEAN ROAD LAKE OSWEGO,OREGON 91055 (505)353-9665 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 1D JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 12/26/1 2 B -BEAM(FLUSH W/JOIST) EWP DESIGNER: KAM/BELWOOD DATE: 5/1 T/1 3 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 5-04 (MAIN) SHEET: 1 of 1 14" OPEN WEB JOIST @ 19.2" O.C. POLYGON 7 D(NEW) PL15-265 UPPER START FRAMING HERE 8/7/2015 l i Products9-moo PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 Bt BOi7OMFLUSH WITH JOISTS I BM1 i y RM1 28-00-00 1"x 14"APA Rim Board 1 1 ■—.-- •— ■ RM1 14-00-00 1"x 14"APA Rim Board 1 1 I CPM-0'1 I5 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 N N N N N N N N ,N N N ('4, RM1 5-00-00 1"x 14"APA Rim Board 1 2 LEi, LE LEL 0LE LELE LE LE LE U U u_ u_ u u. RM1 3-00-00 1"x 14"APA Rim Board 1 3 0 0 0 LL 0 0 LL 0 ILL 0 0 w.. RI BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I A liMi BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1' I BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �� ! =� r 1K � —�� — BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 El DESIGN g. RM1 m o F03 1'... = o�° = " "" BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 ; F0NON-CONFORMING-REVISE 4 RESUBMIT 3 ! BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ;E BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 F01jill)IL e < a� a v]Y rc MILBRANDT ARCHITECTS 2I F04 p �i ALL BEAMS AND CONNECTORS PER ENGINEER 1 04 " ® CONFORMS TO DESIGN CONCEPT HT.B ❑ CONFORMS TO DESIGN CONCEPT WITH I— F09 !II FOS I REVISIONS AS SHOWN ACCESSORIES QTY I_ F06 I I F07 IElNON-CONFORMING-REVISE AND RESUBMIT AQ TFI414 33 I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NGT RELIEVE TIE © TFL1714 3 �— F06 I F07 FASAIGADRAWINGS A OF AECIONBITILITY FOR F WHICH PITH THE 1x14 OSB RIM FOR SHEAR BLOCKING 30' �_.. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAYE PRIORITY 1 F06 1 I FO OVER THIS SHOP DAPYIINS. CONTRACTOR SHALL VERIFY ALL DIHENSIONB. © HU412 13 11 By: Ilichaela A.Peteraun Date.Februtry LI,2016 I F06 i F07 A CT ENGINEERING INC e FLOOR LOADING' BK1=BLOCKING — F06 11 F07 40 LL , RMI=RIM BOARD 15 DL WE F06 F07 I REFER TO STRUCTURAL PLAN FOR ADDITIONAL F06 Alp ' ' F07 s ' POST TRANSFER BLOCKING r,. H, LTA . AiklI AND SHEAR BLOCKING REQUIREMENTS..1111. F06 F07 F06 ,111111 it . F07 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Al— F06 II F07 F q 4 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 111111. F06 :1 F07 F09 �IL F05 I \ O F09 F05 mailalit. n,,,.. ,.., ,.,_ „ ,.., ,, ,..,,_,,„ 0 MI F09 I♦1. FOSYr_a- IRL IRM1r R_,! ' ._ N_j DO NOT: IRM1I Loosen,remove,cut or notch any part of the open web joist. I Pacifi umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0' 4'-011 I 22-0" ALL uUS24uxo. GGE ► $ N I —1— N rN 6:12 6:12 col CV° G1 (4) C'�` QD • SJ1 4 23 sl ' SJ1 SJ2 -2:1t SJ2 SJ3 , 1• SJ3 I1 -i co C..1 • a W p 12. 12 C3 (5) EP 14 IP l• 2 \ r C4 121 DIM N T J1141ili 4 I4J •, J2 12:12 J3 J4 J7 (5) J5 -‘ N kJ6 v , k.J6 2) aP J5 J5 W 12:1 -T �_�_> Z~�= Or " J10 ��Mpr A 12. 2 J3 '=U I ,I = Owe ^ La '- 6 L±., CO J v 0 N W Fa- J9 E I . v ,4 J2 3 t=if w.§< ca) H J8 CD �� , ':H J1 0.W W U- L., Pill) 0 C7 ,/ ��e',A-11 .1 Lim,• • V U 1,yE OocL �O V }� Z Z to o m DG VA . ' / ,1,%di ��•1A 4 J_ 0V 0V > uap0U Q !z SJ1 i1 Z Z CC 5¢=a syr , •I C7 U' I w m c- ry ��, �i.,�� 1 W I Z wOOz ._ '• ��!�---. ...Nm` RI 4:11 .- o CI W m Q-<g- ib v a b IN O 01- �a�Z� u ENTRY RIGHT H ZZ o =Z 0,2 .X a ® CONFORMS TO DESIGN CONCEPT I ` Z z 0 oo LL=Qce ❑ CONFORMS TO DESIGN CONCEPT WITH O O O 0 g z W w c m REVISIONS AS SHOWN u_ LL ' o c,Z w J ❑ NON-CONFORMING-REVISE AND RESUBMITr L21.6•1 11 1/2' 2'- -01/2' Z Z > Z a w o m o — ww� O Ow O oot-0r THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE /w- V („1 Z = U Z WITH THE DESIGN FABRICATOR/VENDOROOFE RESPONSIBIPT ONLY LITYEFOR OCONFORMANCET RELIEVE HWITH THE EW ❑ ❑ Q O a m DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 18'-6 1/21 El OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. e v �(. mme By: Michaela R,Petersen Date:February 11,2016 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS PLACEMENT ONLY.REFER TO POLYGON NW 08/10/15 TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL . PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER as INFORMATION.BUILDING 7-D NH GABLE AT GARAGE ENTRY RIGHT DESIGNER/ENGINEER OF RECORD Ir.PLAN: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS 11.:1 , U M b10 r DRAWN BY: TO TRUSS CONNECTIONS.BUILDING A�AG�. DESIGNER/ENGINEER OF RECORD TO 7-D / D GABLE GMR> QFD BY: REVIEW AND APPROVE OF ALL -R 't USS COMPANY DELIVERY LOCATION: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. x 1 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.