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Plans (158) PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM" "°w�.: Tnw.mR qualify engineered wood products for todav's builder- ""`°Yet°"`"`-`" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber pxu 2410: ==,, SOLOeLOGALRIGIDLAM-LVL RIGIDRIM- _ •�" 1111,I/ li I ;BE R` "grv` Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other pp1gBp°'�"" �NBTRING PREP. 13LO sproduct supplier other than Pacific Lumber Com an Is strictlyprohibited.Unauthorized use or '1�0 F°"�"°",°' - `` vee 0BT5NF e.osTcw PP P yROSEBURG FOREST PRODUCTS ROSEBURG wcesravowN:fa GCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `� i BELOW TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. i ► �II!!� 4�RFPFJoin %i/1 ��� -. 4C= IIh CONTRACTOR NOTES: DE5/6N NOTES: "....'°' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .T%�" w.,"Se.° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,�,,,;,,,,„,-.�;;,°,;,,,,'-"„'°°""°""A —7 EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) i 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP.BLOCKING PANELS KITH SEARING NALL ABOVE POST LOAD TRANSFER DETAIL / (UNLESS NOTED OTHERWISE) OF L/450 KT.5. 14Ts. / 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf V 1 2DEA OD SHEARWALLS 1 psf D D LOAD SLEEP/N6 AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I ROOF LOADING: 25psf LIVE LOAD 1'7 pof DEAD LOAD \ J $] \ R1 JR \ 5 REVISED 5117/13 KLB R1 IC, e1 FL 1 2-1 48(MAIN) POLYGON TBG -15 JD\ Mrk* Materiel Width Depth Grade Qty Gut Lth Tot Lth Si OSB Rim 9 1/2 6 15 96 r 1 J9 N J9 R! J1 RFPI-20 3/4 9 1/2 4 16 64 PATIO - I' PATIO J2 RFPI-20 3/4 9 1/2 10 26 260 a J1 \\ J4 l /87 J3 RFPI-20 3/4 9 1/2 2 28 56 • I[_JI I• J4 RFPI-20 3/4 9 1/2 5 22 110 - J4 U dl J5 RFPI-203/4 9 1/21 88 2 2 4 JTr1 lr -rJ'1 �, \ J4 11 ,. ' .11 RFPI-20 3/4 9 1/2 1 18 18 J8 RFPI-20 3/4 9 1/2 4 4 15 JFS a5 J1 JJ" o J5 - B1 RI4IdLam LVL 3/4 9 1/2 1.5E 2 14 28 L = _ __5 J 1 11\ lL J� - J B2 RigidLam LVL 3/4 9 1/2 1.5E 1 8 8 - J2 J9J J5 1 SLEG RFPI-20 3/4 9 1/2 - 19 3 51 • 45,f____, .152 BLKG 1.75 LYL 3/4 9 1/2 1.5E 2 3 6 O. v. 0 0 ,c Ni Accessories J2 N N J2 H1 ITH01T950-or-ITT9.5 6 tT 6 J2 e e J2 J2 M 1 N ci 1,`T. J2 \ CONFORMS TO DESIGN CONCEPT ®CONwaM'oDESIGN CO`1EPT W. 1. J2 LL J2 d \ ❑ CONFORMS TO DESIGN CONCEPT WITH EI NON-CONFORMING-REVISE 6 RESUBMIT R 1 IY IY \ R 1 REVISIONS AS SHOWN - .i1J2 n ci J2 1 \ ElNON-CONFORMING-REVISE AND RESUBMIT Ae.arEk” O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a•e 2/17116 - J2 Ti J WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE_THE a M I L B H A N D T A R C N I T E(T S \ FABRICATORiVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I. J2 LPI \ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ' \ OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. , J2 2 By: Michaela R.Petersen Date:February 11,2016 CT ENGINEERING INC li J2 / J2 t \I - -,I J 9 d J1 / ,��®._._.__._.___....___.-- — _\ ,j-- •I t�t JBz ' '" JpS IMPORTANT./REFERENCE INSTALLATION J=_t J 1 GUIDE FOR RLL FRAMING a1-61--- -- _. 1J1 I = J1 ,, I ---- - __ ---_ DETAILS AND I-JOIST INFORMATION J1 , J9 R1 ( JB 1B1 51 \ START J1 i J1 j '''-•-•,_____. START FRAMING I FRAMING Pacifi umber LEGEND: HERE HERE & TRUSS COMPANY 0.... PORCH PORCH 1 HANGER GALLOUT ® =SUPPORTING POST J PLAN DESCRIPTION: 76 ® -POST LOAD ABOVE PLAN NUMBER: POLYGONCUSTOMER: B (MAIN) R =RIMBOARD LB -LVL BLOCKING PLAN DATED: 4/1.1/12 PL 2— 48 -OUR LOGAT/0N5- JO -JOIST BLOCKING REMODELING CENTER: EIRP DE5/6NER: J -JOIST GALLOUT ry I300Ne5 FERRYAD LAKE 05r1500.OREGON 91035 KAMI BELYVOOD B =SEAM(FLUSH lU/JOIST) (5037353-9669 HDR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFMCE&CONTRACTOR DATE: 5/11/13 5974 Sri JEAN ROAD 550-BEAM BY OTHERS SCALE: 1/4"- 1'-O" LAKE OSWEGO.OREGON 97035 (5005555-3b$3 SHEET: 1 of 1 14" OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 I mmommumm Products 9-06-00 PIotID Length Product Plies Net Qty RMI 46-00-00 l"x14"APA Rim Board 1 1 �,eoi oM F 5H B H oIS s RMI 28-00-00 1"x 14"APA Rim Board 1 1 IBM1 I 1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 RM1 14-00-00 1"x 14"APA Rim Board 1 1 / 1 M-0' 65 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 i RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 N N �N N N N •.N N N 1N N N N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL u LL u_ LL u_ ;LL LL LL ILL u_ o_ LLBK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 riBK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO DESIGN CONCEPT BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 MOM 0 a�",5TOIT"NCONCEPT^°' BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 RM1 N ❑ A NON-CONFORMING—REVISE&RESUBMIT ' l Mil ALL BEAMS AND CONNECTORS PER ENGINEER 1 F03 Alexia " pate_Z/17/16 B �I O i aT MISBRAND! ARCHITECTS co F03 ACCESSORIES QTY F01 ® CONFORMS TO DESIGN CONCEPT O TFI414 24 1 I ° ❑ CONFORMS TO DESIGN CONCEPT WITH © TFL1714 1 CCII F04 REVISIONS AS SHOWN 1x14 05B RIM FOR SHEAR BLOCKING 30' ..„ h (•,7� 04 1. ❑ NON-CONFORMING-REVISE AND RESUBMIT © HU412 13 54_��„ 1_ F09 . F05 THIS SHOP NG HAS BEEN REVIEWED FOR GENERAL CONFORMANCE l ",_ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I- F06 I I F07 1 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -07 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. F06 I I BK1=BLOCKING FLOOR LOADING FO7 - By: Michaela R.Petersen Date:February 11,201640 — F06 '''""...... "...'I F07 CT ENGINEERING INC RM1=RIM BOARD 15DL 15 DL - F06 I I F07 REFER TO STRUCTURAL PLAN FOR ADDITIONAL -�- >E POST TRANSFER BLOCKING 7- F06 II F07 - AND SHEAR BLOCKING REQUIREMENTS. F06 .I FP M ,F07 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F06cg we t)All C. , SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F06 F07 FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA F06 FO7 I. . F06 'I IF.�. F07 411. 5!' °D 4 111111111. F06 F07 w 111111111111. F09 MIK F05 ®UMW F09 MEL FOS c Allillik );—m—i�� Et F09 FO§ �.. 1—I__L—Ij jall=. —_^M'I E08 4 RM1 DO NOT: 5-07-00 Loosen, remove,cut or notch any part of the open web joist. Paci umber JOISTWITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0' 4'-0" 1 22'-0" 4 r r r6:12 6:12 r Fc C4 (4) is 49 co r 6:12 C2(10 • o r / C 4.12 •? - .12 r NC r CO W W m wwZw Www= L. -- - - rB3_(7) = CC c OUCCUp N W II_ 16'-0' 3 -oga _ F oC °co LL w r6 = N. -. i.. -- \ --- V (� OO�O V N \ \ IkIL:Lh 111111111S,. „A (A Z 0 =V O 7= •X 'Q LL z ¢cn .\ 2 2Z Z z8o0=Q ce O Oin O w(7e m \ w - \\,\ : . ' , u. LL � z 0Z0 ezLi, _M O O W O 0wQ0ow0 2 ^` U U cc Z r 6 z 0 4:12 ❑X ❑ ❑ 7. moo clo ® CONFORMS TO DESIGN CONCEPT C? W / W / / • / LU rn❑ CONFORMS TO DESIGN CONCEPT WITH • REVISIONS AS SHOWN - 1 • • - \ El NON-CONFORMING—REVISE AND RESUBMIT 0 I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R. Petersen Date: February 11, 2016 CT ENGINEERING INC 26'-0' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL '' PROJECT TITLE. REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KD INFORMATION. Ile! ' er DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS la PLAN: DRAWN BY: REVISION-2.' TO TRUSS CONNECTIONS.BUILDING * .,.., um 7-B NH / B-NH CHECKED BY: DESIGNER/ENGINEER OF RECORD TO . TRU +S C REVIEW AND APPROVE OF ALL COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. l