Loading...
Plans (65) titST'�-O(G , ., J --7c---1 /si/Z/ $ ---Y- -- PACIFlC WMBER COPYRIGHT 2012 _ OSEBURG FRAMING SYSTEM" "�"^""°" ...,�... 'I' These plans and the designs are copyrighted older Federal Law by Pacific Lumber Gonparna 2012. ( 9 \4 q&,Q qualify engineered wood products for todov's builder- , so.m a.occ Au The plans may not be re-used or copied,In whole or part.without written permission from Pacific Lumber 4,..„.. rvsrsra.us E. / J► _ _ -. -"„-.:ys„ ,I III/ To 13 Company,which retains wpyrigh[s to,and ownership of the plans,use of these plans by any other -. R�G1 Q i.AM LVL R�GI D R M- - 1 nvi DETAIL .uru-= I.ms's^` 'IV ' __ product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or - -- -- _-_-__ se.....c.weA yr DLac s copying of these plans.infringes rights under the Copyright Act.Infringes face liabllitles that include "'fOa i PRODUCTS ROv9BaHI'GfoaeRY alPDprtCrs �� `� i. Mi.TO POST ABOVE penalties of up to 520.000 per wart infringed,and 5100.000 per work Infringed Willfulµ MAR 9 2016 /Il1r (1 0 RFP1 JoIsT r IIT% III/\, BUILDING DIVISION CONTRACTOR NOTES- DE5/6N NOTES: .n.v...r�....... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..w.r mss^-^^� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 RFPf BLOLKNb PANELS Ms MARINE,WALL ABOVE N.T.S. KT`-x 4)USE CAUTION WHEN CUTTING FLOOR LOADING, FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEP/NG AREAS, 30psf LIVE LOAD 1 2psf DEAD LOAD =--- ROOF WAD/NG 25psf LIVE LOAD 1 7psf DEAD LOAD R 1 _ __ e FA_ .__ .....JB......._.. ........J$_. REVISED vans XIS • R.1[,..,,,us:= ,,,,145,,,,.„.121 PL 1 2-1 45(MAIN) y-JB-:-::-: -..JS 1 POLYGON 9De 9i Mrk a Material Width Depth Grade Qty Cut Lth Tot Lth ..... .....i, 1 9 1/2 6 16 96 ...._ .-....... -'R-1. -... 34--.._-... .........__.._ -_-..._ _ - ._.... ._....._.._. ... ..._.._._ -E-9. R 1 OSB Rim PATIO PATIO J1 RFPI-20 1 3/4 9 1/2 4 16 64 I - -_- _- 1/2 10 26 2606 .... .... 20 1 3/4 9 J3 1 3/4 9 J2 RFPI 2 2 25 k REM-2o 3/4 9 1/2 5 22 1510 J5 RFPI 20 11 3/4 9 1/2 2 2 4 .-P4 ---7;.',1:!",,__. TA T. p J4 .._ .._ -.._ -V._. ._ _J4 _1 1 T JB 1 J-1 RFPI-20 1 3/4 9 1/2 1 15 15 �b 'f¢.. J8 - L ... '"55 JY`_' '— J't _ —", " .b 1� .t$ 51 dLam LVL 1 3/4 9 1/2 1.5E 2 14 28 ':::'7...:.....,152-7' J�-__ __ J151 __ -_ -_. JB 1 . _ _..877 J 52 RI.gidLam LVL 1 3/4 9 1/2 1.5E 1 8 5 -- .;-:J4- -- JBl BLKG RFPI-20 1 3/4 9 1/2 1 SE 19 3 5/ iJ2... ____ _.__ - ..._ ._ _..__._. V U .. JB2,SLKG 7 75 LVL 1 3/4 9 1/2 2 3 b 0 0 12 Accessories 1 h . .. .. . ... __..__.J2:_� -- -. ._.. AH7C5ITH077950-or-ITT9.5 6 r9 -J2..: ..-__ -:— - :_:_:::: _..: 1 -.... ..._ O O S 1V1 K K ....._ R1 tn v 42J) 1 v i J2- „ _ ._ . ii J2-— pI $,- �1 J1 D — 8 _ * Rt J32 -1II; 52 R1 R 1 INJPORTANT.I J3 t JB 1 J51 ___ -—- REFERENCE INSTALLATION L.,__ —---s t— �.}.-:.__._._. J1 F1 -- B 1-- — ' + GUIDE FOR ALL FRAMING pl J4 DETAILS AND I-JOIST INFORMATION R1 JB1 JB1 E J1 P2PrnI START / _K START FRAMING 'f 1 r FRAMING LEGEND: HERE � PORCH PORCH HERE & TRUSS COMPANY OH —-HANGER CALLOUT 1 I ® -SUPPORTING POST L PLAN DESCRIPTION: -IBC ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARP FORMS TO DESIGN MR EFT PLAN NUMBER 7BG L5 -LVL BLOCKING INFORMS TO DESIGN mag&:-7t PLAN DATED: 4/19/12 PL 1 2-1 4 8 RE IMNS AS SHOWN ®�e n ra...?...,..1.1,T 0 SON-CONF IP NG-REVISE AND RESi)sirr RFdfpp£tlNb CEN1F/t EHP DESIGNER: JOIST- -Otte LOLAPONS-' J -JOIST GALLOUT :10_.11[0.:51.0 � ""'" 'MD ND t11VEIh ISN 111E 1'_1^1181 PE wekk..DLRRWA._ 151005.BOONEs FERRY ROAD 8 -BEAM(FLUSH W/JOIST) 0 nv.ccmN:na�e-revse.team. El 1'E=File=ED De 02 to/CT 11101E rd LACE 0511F-GO,OREGON 91035 f1°..x:i..'^,d,:7 11 p P:9'1Lleil_".Fol DEMME LIST nr (503)e5a-9663 KAMI SELWOOD MAIN FLOOR JOIST LAYOUT le . . - 'e"""" ""`"";IDT' "r TDs44`KORM HER -HEADER(BEAM BELOW JOIST) „„„,,,,,_",_,, ELF 1x15",Ep 'x:xs. .ar'A.:D.VALL E.`e kJ xlOat's. TRUSS osCONTRACTOR�CONTRACTORr DATE: 7/23/12 5914 5W JEAN ROAD 880-BEAM BY OTHERS SCALE 1/4*- 1'-0' 'ti--� ••.+ u*.N1}ns el: loll x.Enol: AuteeAND ARCHITECTS CT ENGINEERING INC Sec sWinklerw.2D3 LIKE OSWEG E60.ORON 9103 (5o3)555-4665 SHEET: 1 of 2 i _ 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 617/2015 r Products yo • PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 gT1mTrrxasTsl RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I 1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 I ( ><Q1 i"'.5 ; --E RM1 14-00-00 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 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 t+l :N iN N fV. (VN N N N NBM1 22-00-00 5 1/2"x 191/2"Glulam 1.8E 24F-V4 DF/D 1 1 OOOOO. O 'O O O O' 0. O f. '� lu..,,, ;LL LI u. LL NL � LL � LL„ � �;' BK1 14-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 BK1 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 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r I i i 1 s i 1 iillif BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 i .ll..■�i law g ALL BEAMS AND CONNECTORS PER ENGINEER RM1 B F03 w c II F03 s ACCESSORIES QTY ii i F01 QA TF1414 24 rc : © TFL1714 1 ..o: ':7i‘ 1x14 OSB RIM FOR SHEAR BLOCKING 30' ® 3 e ° © HU412 13 109 F05. I. �.. F06 I I i, .mnx BK1=BLOOQNG FLOOR I OADINC' —.... F06 • RMI=RIM BOARD 40 LL I I ( 15 DL — FOE I I 0 et et REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING — 11 ° AND SHEAR BLOCKING REQUIREMENTS. ,,_ FOE I i • I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I : a F06 2 • ` I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I F06 I F07 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 7- F06 I I • ®c.»sro peso.coma, I I 4 W- V.PCnVoia 1 .!it,:, ,iiiiiiMos ti. Mo.RAW Aaux VW. I .� F09 7. .,. Ri� • ...,...._ MIttt ANDT ARCHITECTS Fo9� ' FOS ,. MNFORMS.TO DESK-a COI Pf / I `I Fog 17,... ima. t D OXFORME TO DEIGN C NCEPT Kir Forio Qat REVISIONS AS SHOWN \ w..,.. P' t0 NONCONFORMING-REVISE MID RESUBMIT i Fut3,,, "», TIES DIP NAM ws.E��Mt.nEL rc:�!EPn creruw. E — Eh. E ES1M?JSP,LYo.AFS D.RO1 ELRE DO NOT: -RM1I .051 5ACF,R_gk:I.FTC1?I TI1:P R11 COCAMJ5 Mr nE 851a Rinne AS SF.t1Pl:{TIM3 11:W•NFII NAT MOM, 5-07-00 MN 111SD SKIP MAIM. MTMC,M V.ALL WAIF,Al ZNEffi1:e. Loosen,remove,cut or notch C.C: lorkl O.WM palomino,DO.•cls any part of the open web joist. CT ENGINEERING INC^ - — Pati mbar JOISTWITHRIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 • i • • 14*OPEN WEB JOIST 0 19.2"O.C. POLYGON 7 AB(NEW) <START FRAMINGAE PL15264 UPPER M Er72015 . h 9-06-00 k Wo1FD Length Product Products Fr PAes Net Qty RIM 46-00-00 1"x 14"APA Rim Board 1 1 TiRMI 28-00-00 1"x 14"APA Rim Board 1 1 _ _ _ _ RM1 17-00-00 1"x 14"APA Rim Board 1 1 m , r i A . RMI 14-00-00 1"x 14"APA Rim Board 1 1 ` 1 r• i4!c F E r ; ` t i RM1 10-00-00 1"x 14"APA Rim Board 1 1 z I r E I RM1 9-00-00 1-x14'APA Rim Board 1 1 • EE f e Rim 7-00-00 1"x 14"APA Rim Board 1 1 E F E e € RM1 5-00-00 T"x 14"APA Rim Board 1 2 # €€€� f RM1 3-00-00 1"x 14"APA Rim Board 1 1 N n. at ill p r -_ L - ro Iq BM1 22-00-00 5 1/2"x 19 1?Glufam(1.8E 24F-V4 DF/DF) 1 1 O O O: at •l o - : O t•:F I I ILL t. u- € : U. •p. BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F i [ s e �1 BK1 8.00-00 1.5 Rigidlam LVL1-3/4 x 14 1 1 I BM2 4-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 <E E BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 in BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 AillEll 111111:7(Z1 .1111111111111 111,11111111111 Ell 11.41111i111"; I ALL BEAMS AND CONNECTORS PER ENGINEER _ uwF03 �� _ § ACCESSORIES QTY Eallral F01: ''� Q TFI414 24 . - E F114 . TFL1714 1 O'-— -' t Zr 1x14 OSB RIM FOR SHEAR BLOCKING 30' r HU412 1.3 a1 Fn9 c I! Foe ^yamI i --- L' I asa j•1 OOR I CIADTNR 40 LI. .4,� .a....,m.3I,>a..�.®,�_. F06 —_F A _ REFER TO STRUCTURAL PLAN FOR ADDITIONAL I Fp6 39 —'E POST TRANSFER BLOCKING • _ _ _ AND SHEAR BLOCKING REQUIREMENTS. Y" p 1;� 606JIM 1 SHEAR BLOCK3NG PLACEMENT PER STRUCTURAL PLAN I ` z,`, JP I';� A --^ P I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I I... FO6 lin - • • I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I r. k'aka I•• ER Fr16 _� tdi mrewtrouga am..xti 4 2.-- .1. !t F06 aZ7,-,-- 1.1411.0.El�.Tom. m.mia C tm 4� '.. .. T ,k, Va.SOO Net.jajtj ll7R.... .. .. F • F. r 101.81ANOT ARC811ECTS _ _� '' ,,-- FC18 { .V. T �;��-= F09 �-�= WPEDR[570 DkSJC-!'comer 1.—,,—,_,....,— I� 61' `� "�' FOB TdA'lSIORSASSN"WN J: -{111:1-(1111'. -,. 0 HON-WFfORNING-&'VL AND MOST ... UOS OR MOM SR IRS RUM rN eS MARA= cane rocrreExTRBT atRtxrtRB DO NOT: 1 - ca rR eWt LS N�eiwF K ia'f RR 5-07-00 gra Tac say arcs, fmMcar mu rear At naiar. Loosen,remove,cut or notch IFe-`'L0 2A.:brake DO nil any part of the open web joist CT ENGINEERING INC i • JOIST WITH RIM i Pa� tuber SCALE: 1/4"=1'4)"on 24"x36"SHEET Sr. TRU-S'S CCMrANY SHEET 2 OF 2