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Plans (155) ROSEBURG FRAMING SYSTEM" ===== PACIFIC LUMBER COPYRIGHT 2013 quality engineered wood products for today'sbuitder- ,��,,,Man,^,:ua These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. SOLID SLOG.ALL The lane maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber '''',7"":°-,.... /I/I' I�� rossFRornaove Company, to,andownershiofthe lans.Useoftese plans anyother RIGIDLAMLVL RIGIDRIM- ,,.�«-.Ia.. ro DenniNe e�o. P yP p p y ",,,,,,,,,c,,, / :esrnu saursO FBLOCs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or. ROSFRuxV FOREST PRODUCTS ROSEBURG lOQESIPROa11C6 ��/ '",�.-„�. ,IIID vca vEr..u.,e..,wrc" copying of these plans,infringes rights under the Copyright Act.infringes face liabilities that include \C�' eer.eiwnaeST ABOVE Py 9 P 9 99 e&.ow ro vosrn-,T. penalties of up Co$20,000 per work infringed,and$100,000 per work infringed willfully. ,, �RFPI JolsT ►,. Ill; � ," � Io CONTRACTOR NOTES: GE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "°,,,EF.,,:r ,b"-, .a EXCEED THE LIVE LOAD -„v,,,,, -._,vv (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/460 KT S. KT 5. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEPING AREAS: I I I I 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOPLOAPIN6: 25psf LIVE LOAD 11 psf DEAD LOAD I— WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS REQ'D. AS REQ'D. WHERE PLATE NAILING AT Si , R1 SHEARWALL ABOVE R 1 '- R1 EXCEEDS ONE ROW, <. -. '-`�'-1`""" R 1 R 11 J9 ”1- R 1!"` " - - PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL } -iv I- _ -_ AS REQ'D. I J6 *I in - N - -- - o o i,- - — I PL1 3-252 (MAIN) 4- - J6 it- __ L ' - - - - POLYGON 2610A Mrk* Material Width Depth Grade ON Gut Lth Tot Lth 6 -- -�2 -- '2 ,f --- R1 _OSB Rim 1 9 1/2 T 16 112 _ L J1 RFPI-20 1 3/4 9 1/2 1 10 10 I. j J2 RFPI-20 1 3/4 9 1/2 2 2 4 ;Lib J J rY-— � —�- '" J3 RFPI-20 1 3/4 9 1/2 1 6 6 RI 1 ti R1 R 1 -1 J4 RFPI-20 1 3/4 9 1/2 3 1 6 54 r. - _---- ----- ` J6__... ----- ----- - IN --- ----- ____ J5 RFPI-20 1 3/4 9 1/2 1 26 26 " rr d I J6 RFPI-20 1 3/4 9 1/2 15 26 390 — . JO 0 0 — - B1 Ri gidLam LVL 1 3/4 9 1/2 1.5E 1 1 6 15 B2 RigiciLam LVL 1 3/4 9 1/2 1.5E 1 25 25 ry•JG N Ory • - -- -• JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 Jrt1 - - J 1 M WHERE PLATE NAILING AT _._ ..-T6_.... _.. --- LL ----- ---- -- -- Accessories SHEARWALL ABOVE E1 K K 14'-O" s ��^ H1 ITHO1'195O-or-ITT9.5 4 EXCEEDSOVONE ROW, J6 -- n N - ��'( VIII PROVIDE ADD'L BLOCKING 12'-0" 14.-0" - - OR WIDER RIM MATERIAL b J6 rr J6 1 AS REQ'D. - 1.-db J6 iii 82 J5 Ill. R1 J:1 ] !I1 1R1 J-1 I I J51 PORCH PO-GH If 1= ..._ _._ R11 J9 i _ I I I I III J1 I-1 /MPORTANT/ ,II J-1 r R1 / R1 REFERENCE INSTALLATION L GUIDE FOR ALL FRAMING R1 START START R1 DETAILS AND I-JOIST INFORMATION FRAMING FRAMING WHERE PLATE AILING AT WHERE PLATE NAILING AT N SHEARWALL AB VE SHEARWALL ABOVE HERE HERE EXCEEDS ONE R ul N PROVIDE ADD'L BL CKING IIIII LEGEND: EXCEEDS ONE ROW, OR WIDER RIM MAT RIAL PROVIDE MATERIAL - pacifi Umber o--HANGER GALLOUT OR WIDER RIM MATERIAL AS REQ'D. AS REQ'D. �` ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEPT •4 R -RIMBOARD ® CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)555-9663 LB -LYL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 201 0 A JB -JOISTBLOCKING I]CONFORMS TODESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT ❑`niv zio"euiio°riosIGa concERn WITH THIS SHOP DRAWING RAS BEEN REVIEWED FOR GENFBCL OONFORI±wcE PLAN DATED: 1/23/1 3 B -BEAM(FLUSH w/JOIST) ❑NON-CONFORMING, FABRICATOR/VENDOR THE RESIGN CONCEPT ONLY CO DOES NOT RELIEVEMN THE PITHITHERDESIGNER NF PONBILIDYSDR T REIEERS ROTH TIE NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT _ DESIGN DRAWINGS AND S.SPECIFICATIONS ALL OF WHICH TALL DIMENSIONS. Ertl'DESIGNER: KAM/BELWOOD DATE: 1 1/23/1 3 OVER THIS WING DRAMS. CONTRACTOR 1'ERIFY ALL PORITY BBO-BEAM BY OTHERS SCALE: 1/4"= 1'-O" D/T S ey: road R.Baton oa±e:se.±eAner ia,2014P L 1 3-2 5 2 ay MI LBR�ANDT ARCHITECTS CT ENGINEERING INC (MAIN) SHEET: 1 of 1 ❑ CONFORMS TO DESIGN CONCEPT POLYGON r CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN PL13-251 UP H ElNON-CONFORMING - REVISE AND RESUBMIT X❑ CONFORMS TO DESIGN CONCEPT I ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFCR1ANCt REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PIIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RMI 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 111 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1-07-03\ II FCJ 46 ° b a ll Flo a d BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' ° a F10 1 �� � __Qi BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m*>°-_ H-19 C°,�BM19 -�l A ° Y ,.I p BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®-- F0 �++�-BM}- I I Fol I BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1{ Fr: ° ° ci b____,.. ol BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 i ° FG q Fol cc BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 19-05-00 , . BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 I• ° ° °F,n III F07 oI BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 Q E �' a • FGE� o o ®I_0 F07-- I BM10 26-00-00 7 X 14 BIG BEAM 1 1 J W Q Z I_ F05 I sE BM3 BK1=BLOCKING J O RM1=RIM BOARD 5 - < Z I ° FD5 a 116-1111 BM4 ACCESSORIES QTY- - IQW W �, ° Fut ° ° 0 TH017140-2 43 i 1-1-:.;Z W Ft ° oI P F04 X11 © HUCQ1.81/11 6 2 = I e © Q 0 2 J a > FG7 a a- a `I b F04 4 1x14 OSB RIM FOR SHEAR BLOCKING 28' ZW � Q 411111111111L ;_ a . a .Ip qm J Z W i F02 I I F04 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN O d I a ° - ° - 11 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ZW � j F02I Fe. II BM3 ° a ° - - FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I- UOU) I F02 MI - -jwZ ° K� , FLOOR LOADING � W Fi 2 V �I F03 40 LL W W Y is ° a a .: .�.' 15 DL FG'2 OZ ° W0000� 1' .. O a mmL1J F02 a Q 19-03-12 I F03 — _ , ° a a Q a ° ° i F02 II F03 �,. ... �E- ° co F02 a „° 5i.i 3 i- ,Om JOIST WITH RIM Ib ° ° a ° a . W IIs F11 II II F12 Z P ° F11MN' Y e il.W0 - PacifiaLumber 1( a F11 ce IP a F01� a a 12 BM9 0 ro _ --_� -a_�-- _��- - & TRUSS COMPANY RM1