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Plans (170) \\( s-c' oo - egg \3LAab42.‘\ p vNta . PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM` Wi f.====''''=-,a, ,I' ' qualify engineered wood products for today's builder- .4.-m.,,,., .41 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. .m. soup BLacs Au The plans may not be re-used orsto,copied,in wholeeor part,the plant.written permission from Pacific Lumber RIGI v LAM LVL R�G��R�M� I e•ee.M,v- vowsAaon wswe � w.b.aa..ia., , To ae..Pnw s�.on. company,which retains copyrights to,and ownership of the plans.Lice of these plans by any other =Z.- copying UFASIF Byes cs Companystrictly prohibited.Unauthorized use or �m-w�•. _ - ,IIIDw.rcx product suppliere other than Pacific Lumber is ROSEBRRO eons,PRODUCTS ROSEBURG WREST PRODUCTS seAR�Ns,Nsew o.B,.orMs copying of these pians,infringes rights under the Copyright Act.Infringes face liabilities that include Buory To POST�i , `� , penalties of up to$20,000 per work infringed,and$100.000 per worK infringed willfully Joist •% Ir ` / R0.4'BBRG roam PRODBCi5 P.,attaR,, r CONTRACTOR NOTES: DES/6N NOTES: :a-"x." 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,E,1:7w.._+fir * N• v 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPPr BLOCKING PANELS MTN BEARING HALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/4S0 ACT.s. NTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VLOAD 12 D SHEARWALLS 1 psf DEAA D LOAD START START THIS ISAPLAGEINENTPLAN ONLY. SLEEPlN6AREA5: FRAMING 3opsf LIVE LOAD I I FRAMING I This layout is to be used in conjunction with 1 2psf DEAD LOAD I HERE HERE I I I Architectural/structural plans.Verify all I PATIO I PATIO I shear wall blocking placement and connectors ROOFLOAD/N6: I I O O I I Purchaser responsible for approving this 25psf LIVE LOAD ,�, - I R 1 _ _ _ ___1 _ - ayout prior to any construction. 1-Tpsf DEAD LOAD .,. J4 'I' J5V-'1 \ 7 J5 --Ali Ip J.4 14 H IA J5 -------------- a ------ I-I J-4 I J4 r I H -15 - JG --- H J4 ,- J4 I H J5 J✓ H J4 J4 J5 J✓ 11J4 J4 I� �� y - J✓ ri I li J4 -- _ Si JEI1 I Jr; 11 1 Ji R1 JS {I, py J5 J✓ • J4/31 hd J,4 li JO . J5 h ., J4 - = J4 J 1 J5 O O _45r 1 J V -- -- r J4L. I--------- V I --.g-p.-.....-u"-_-- -_......= ry n J5 I J1 --- d v -" - -:,__ --------------Ltd='=--�----------1 J�F J1 - JS J5 ----- J4 I,I _5 O O R1 p 0 R1 1I I I J4 181 ry V II - J R^1 , J2 i II- ry ry � j — R1 IsrI J2 EJ J2 ki RJ2 J2 H Rt J2J2 R1 - roc— n — - � 1.1 J2 J2 I.-I J2 J2 h Iq J2 J2 p-I pml J2 J2 II 6ll J1 - J1 -I31 J31 J, J1 - r - I PORCH PORCH J L IMPORTANT! - REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4- 1 1 9 (MAIN) LEGEND: POLYGIII Mrk u Material FIdth Depth Grade ty Cut Lth Tot Lth U -HANGER GALLOUT R1 055 Rim ON Ci 1 9 1/2 3B 9 16 144 Pa�' umb�__r ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 2 10 20 ® J2 RFPI-20 1 3/4 9 1/2 10 15 150 & TRUSS COMPANY -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT R -RIMBOARD J4 RFPI-2O 1 3/4 9 1/2 14 28 392 SCALE: 1/4"- 1'-O" 0 CONFORMS TO DESIGN CONCEPT 5930 JEAN ROAD LAKE OSWEGO,OREGON 9.1035 (503)858-Fee3 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 14 12 165 ® CONFORMS TO DESIGN CONCEPT WITH JB -JOIST BLOCKING B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 35 B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ®CONROAMsroREssssosoRR 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT J51 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 D,C o,aso,SIGN CONCEPT B -BEAM(FLUSH w/JOIST) THIS SHOP DRAWING Its BEEN IMBED FOR 1GENERAL EOTPCBMNCE PLAN DATED: 3/11/1 4 NO, ,,,,NU,,,PD.-MI.. MTX THE DESIGN CONCEPT PORYONS AND TY F NOT RELIEVE THE HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGN CORIVENS A OF SPECIFICATIONS ALL FDREICH NCEHIV Bim THE DESIGN COMINGS AND sP. naxs Au LL TALL PRIORITY DESIGNER: /41M/L NENDER50N DATE: 4/1 4/14 BBO-BEAM BY OTHERS H1 ITHO 1'f 950-or-ITT 9.5 4 � .�„,"°'�.4 9/S a OVER THIS SHOP MACK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: TNtltl A.Eaton Cate:SeOtenber,A,2014 PL 1 4- 1 1 9 (MAIN) SHEET: 1 of 1 MIIBRANDT ARCHITECTS CT ENGINEERING INC