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Plans (457) ROSEBURG FRAMING '• =- PACIFIC LUMBER COPYRIGHT 2015 (A3-12-0r/-ao 3 a s %a "" „r HIL SYSTEM— quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5, The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber RI G I DLAM LVL RIGI RI M :' Ir.. Company,which retains copyrights ta,and ownership of the plans.Use of these plans by any other,I�, ' ro sPER DETAIL IA MAT..sruc ro,osr..eo c productupplierothrChanPacificLumbercompanyis trictlyprohibited.UnauthorizedueorROUBURO rottif PRODUCTScopying of these plans,Infringes rights under Che Copyright Act.Infringes face liabilities Chat Include �i` ` •enalties of u•to 520.000•er work Infringed,and$100,000 per work infringed willfully. ► ��r` G i �/� RFPI Jam' ,.,L. ids; IIh I 6 s V s Fr e� \ l.g , voanuro FOREST PRODUCTS „"t"" h VV CONTRACTOR NOTES: DESIGN NOTES: "•M"•` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,.:., v , " .. � 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ���pMAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD lcPPl'&OLSN&PANELS MRH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-O' 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA --- -- (UNLESS NOTED OTHERWISE) OF L/430 N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 1 2D SHEARWALLSSLEEPING 1 psf DEAA D LOAD START START THIS/SA PLACEMENT PLAN ONLY SOpsfLIVELOAS: 30psf LIVE LOAD FRAMING FRAMING This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I HERE HERE 1 I shear wall blocking placement and connectors. ROOF LOADING: 1 I Purchaser responsible for approving this 25psf LIVE LOAD PATIO / \ PATIO ayout prior to any construction. 1 1psf DEAD LOAD R1 1. 11 R1 _ 51 ----- -.---- i I _____. -- - ---_- - _- i J5 J 1 t SiJ 1 I' -- — - II Il-- JI J1 — I 1 11 Jr Jt I I_: I1 CONFORMS TO DESIGN CONCEPT o -J5 11 52 J4 �� --- -J4 82- ,--- 411111111111111111111- - El CONFORMS TO DESIGN CONCEPT WITH --- ---- - i I REVISIONS AS SHOWN I ---- ---- _.. 43,.� J4 I _ J:-..•11 Si -, ❑ NON-CONFORMING-REVISE AND RESUBMIT --d5 II II J4 I IIIITIIIIIIIIIIIIIr-- --- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE CJI I1 I IE B2J1 I - I FABRICATOR/VENDOR OFERESPONSIBIPT ONLY LITY FOR DOES OCONFORT MANCE VE HWITH THE R1 - ,� I I',— '1• DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J6 �, ( I OVER THIS SHOP DRAWING. I. I CT ENGINEERING INCDate: May 11, 2016 -49 IB17 53 J1 o '. J1 53 B11 �-I. _ _— • JS I J ���J3 J1 J1 I� -� —_ _J t I J U I I J•,C (- f ❑X CONFORMS TO DESIGN CONCEPT J5 LI - di - J1 0 0 J1 - I .IS ❑ CONFORMS TO DESIGN CONCEPT WITH __ W B 1 R t -- I J6 M M Jb I BIN REVISIONS NOTED JIM • _ 0 NON-CONFORMING-REVISE&RESUBMIT I J1 R 51 - d�--_..__— -- 6 6 J2 .. - .- - -:- _ R 1 -� __ I 0 0 J2 l '' 5 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 'l FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I .42 1aL Iiiri J2 [1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ri PRIORITY OVER THIS SHOP DRAWING. 11 J2 B R 1 N N R 83... J2 II By Jeremy Pfarr Date 5/11/16 - , .12_ MILBRANDT ARCHITECTS H II () '�� .12 11 il . L [ . k R1 ! J' J2 t -- J2 _ �1 I I J2 J21i= J2 � I. 11 ' - J2 I I IIJ' J2 - j2________ J2 — • bi �_ Jf J1 Ct JE!2 JB I J1 J1 J1 J1 I PORCH 7 R1 R 1r PORCH IMPORTANT.III I -------------- —- —- — - I REFERENCE INSTALLATION PL 1 5-5 1 (MAIN) __I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION POLYGON 5A FRONT TO BACK ® Material Width Depth Grade Qty Oct Lth Tot Lth ELEINIZIEIMBIEBOEMIIMMEMEIMOIMMI LEGEND: m •• - ��®p -14 25 0—-HANGER GALLOUT MIN 0 ose Ri-idLam LVL .1�®© 1 2 24 pa ck umber OSB Rim ��_m 1 5 11 6 -SUPPORTING POST • ��—® 1 2 1 44 C ®' • ���® ' o 260 & TRUSS COMPANY e -POST LOAD ABOVE ® . - • 11MZEIMEEI —© 2 4 R -RIMBOARD MENC2221EIlliMEZMIMINIIIIIIIIIIMIIEN 1 4 42 LB -LVL BLOCKING ® ��—® 30 360 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 - • 1iMMIN113111ZEM0 26 25 PLAN DESCRIPTION/NUMBER: 5A FRONT TO BACK JB -JOIST BLOCKING IIIMIlailidEllEIENIIIMGEMINII 1 O 1 O _ CUSTOMER: POLYGON J -JOIST GALLOVT ®= • ®®®� -3 1$ PLAN DATED: 2/25/14 B -BEAM(FLUSH W/JOIST) --__ DESIGNER: KAM/L.HENDERSON DATE: 2/1 5/1 5 NPR -HEADER(BEAM BELOW JOIST) - --_ - BBO-BEAM BY OTHERS ®THO1 1150-or-1779.5 IIMIIIMIIIIM� - - PL 1 5-5 1 (MAIN) SHEET: 1 of 1 POLYGON 5A PL14-89 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 1 STMT FRAMING FERE > Products Mil PIotID Length Product Plies Net Qty 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 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 N N N N N N - I oI 0 23- 33 RM1 4-00-00 1x 14"APA Rim Board 1 3 LL LL LL LL LL U. LL LL LL L.L. LL ILL I BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 0 0 0 0 0 0 0 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 o I BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 _ Ai BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' = p MEA M :i,%7 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o /11) _ BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 P ,ap Plain _ L - BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 - Tram„ :$:®:�, C 11 _�,.�.9_ __ BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 '' BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Zr WO -e -_ _ , E LT LL LT LT L� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 1 g pol o 0 0 0 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 �, _ P ^#.:..• LL "`. U. BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1 l�; BM11 4-00-00 BBO2 1 1 1 Np 1 :Ail 11 IBMSI A R �:1 �: :�:�• _ _ Rs � I;SI. _ eIAI.IBLoactnG FLOORLOADING. LLDINr �. L.'Q s -�- — _-,.II---� RMI.RIM BOARD K _.iiJ 111115 DL I ACCESSORIES QTY BC fl1;1' TH017140-2 16 R i'i. i t :iI : Q ITT14 3 N i 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' N M M M M co srr rr r r r r r r r r r� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I LL LL LL LL LL LL O O '�O O O O O O O O O O LL LL 'ALL LL LL LL LL LL LL LL LL U. I REFER TO STRUCTURAL PLAN FOR ADDITIONAL k POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I — — (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! q - Wa — 4Y — . - 4E 'R I WHERE PLATE NAILING AT SHEARWALL ABOVE _ _ • L_a —E •— _A-4-1—;— --4— —A—N.-4B=9i-- 1 ROW ,PROVIDE ADD'EBLOCK NG OR �I ...s\.....I M1 I ' WIDER RIM MATERIAL AS REO'D. C ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®EONwmelSro DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT O w„NF OBE G-M9SN MSO THIS TIED DRAWING NCEES BEENIYEAND WED FOR GENERAL EoTHE pacifiLumber NON{CmeFORMINfi-mEVKE mEwm- 51111 TIE DESIGN CONCEPT OILY AND OYES NOT RELIEVE THE FREAICITOAIVEIYO YF RE.SPDXSIBIIITY FGA F STItCWNGE 1FIM TIE ..o X' s 7 LroTo OESIGN pIRNING$RIO SPECIFICITIYNS RLL OF ANIGM NAVE PRI"MIIY (24x36 SHEET) SCALE: 1/4” = 1'-0" s:,p M.T . "`rt"E""` ORA THIS SW?WANING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. & TRUSS 1( [ C o M P A N r BY Ai Npoa AGE i n aN 9/II/OSA� B9: IOW R.EetON Date:September 19.EPIA 1 R U S .7 MIIRRANDT ARCHITECTS CT ENGINEERING INC