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Plans (30) -.,._.. PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. quality engineered wood produels for todovk buifder- +�Y4, d 4.40...k. �i The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R EC i V E . Company which retains copyricgtts to,and ownership of the plans.Use of these plans by any other RIGID LAM-LVL R I GI D K I M- - 'Ir, ' E ��re orso sco n product suppler other than Pacific Lumber Company is strictly prohibited.Unauthorized use Or aosEar�a�fdRtsr ff20000rs 4e75E9[ie raafsrfeoDuers (./ -_ I' copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include FEB 0 -— _`� penalties of up to s20A00 per work infringed,ands 100.000 per work infringed MI/fully 3 2016 _ //44 • RFPI Jo sr %►`/ �`% CITY OF TIGARD �� ITh BUILDING DIVISION CONTRACTOR NOTES DES/ N NOTES: °""" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ",,,"^"...,-^, .....,,,�,.,-„,,-,,, 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ” ^-"" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPM-BLOCKS&FaseLS nix BEARw6 rfALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION N CRITERIA (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING LOFOR PLUMBING FLOOR LIVE LOA6: 5)PROVIDE PROPER SUPPORT AT ALL psfD 12DEAD LOAD SHEARWALLS 1 psf ,LEEP/N6 AREAS: 3opsf LIVE LOAD 1 2psf DEAD LOAD I I (_ ROOFLOAPIN6: 25psf LIVE LOAD 1 1 psf DEAD LOAD RI R1 REVISED 5/17/13 14.5 ._:_JD..__.- 1 PL 1 2-1 48(MAIN) BC `. g _/- Mrk a POLYGONMaterial Width Depth Grade Oty Cut Lth Tot Lth ._'._.. ....._.. ....... fd.1..._.___ _. .-__ ._ _.___.._._. _ fL#' .-. . . .. ...........-,.. •........4 1 R 1 055 Rim 1 1/2 6 1 6 96 PATIO J4 ._• _ ..J4.... PATIO , J1 RFPI-20 1 3/4 1/2 4 16 64 El 1 .- .12 RFPI-20 1 3/4 1/2 10 26 260 .—__._._ ......... ._... ....__ ,-..__ J3 RFPI-20 1 3/4 1/2 2 23 56 ll Il I I I I I J4 RFPI-20 1 3/4 1/2 5 22 110 ... `d'4- _. __ _ {���J� _ _. _ ......_.. 44 _.,. .. _ 7; J5 RFPI-20 1 3/4 1/2 1 8 8 il _ V J ` "}-- 1�1r J4 "-' "-' '- 44- 1 '-�--"4181 J1 RFPI-20 1 3/4 1/2 21 18 18 Ilf::; 40... .�_:--, :g.-- .::_:._=............._........._....._;,1"?.__:____._. .j� ,Jb�a B81 Riglld em LVL 1 3/4 1/2 1.5E 2 14 28 1 .--$?U .1&1 JB 1 '2'I� C' J 52 RigidLam LVL 1 3/4 1/2 1.5E 1 8 8 .. frEl .. .. ..... .__ .........__ .... dZ .._.. I JB 1 BLKG RFPI-20 1 3/4 1/2 19 3 51 11 41 JB2 ELKS 1.15 LVL 1 3/4 1/2 1.5E 2 3 6 -- - ------' F] J2_ L. --- "-- d ..— �------J2 III -- ---. �__._._......_......_._._.... --_%9-42-. _.._..._._._..._._.......... .. ... _;� h 17 _:: ........._...__..._.-..._..._._.... .... -d2—k -"____ - ...._.._ __._..._..,.... Accessories sITHOI1950-or-ITT9.5 6 If .- ..___ ._........ ......... 11-.4s.. _.... ............ ....__. rr i 0 0 _ ___ —.._.. -J2 -- R 1 rn1 fl RI- -42 T'` -- .. --' R1 le K R1 -------41-42--s,_-___________ fir c\v —.:424 .. ..._ _ . ..... _- >......_...___— _-_.— __________________ .______ 7 I _____ ._. _..-... —_- __.... --72-._—_.._..._ _... _._.._. -- - — .__...— ._X13 ..... .--'--.._. .. -. II-42 __ _42 __ Ir. ._. _. ._;� h $ —.._ . 8z Rt IMPORTANT/ t $3z --__-- :25 ._._ - _ —._ - 1 1 _—.. REFERENCE INSTALLATION I I` GUIDE FOR ALL FRAMING �'_ —91 4--41 i- 81 —— -+ DETAILS AND I-JOIST INFORMATION p........... R'1 i ...01 40R 1 FRAMING �I I� FRAMING Pacffi1 umber LEGEND: HERE I I PORCH PORCH I 1 HERE & TRUSS COMPANY 0—-HANGER CALLOUT I ��JJ I I ® -SUPPORTING POST L j PLAN DESCRIPTION: 1BG POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) Fr® -RIMBOARD ® "'J)NFORMS TO DESIGN CONCEPT PLAN NUMBER: IBC- PL 1 2-1 4 8 LB -LVL BLOCKING ❑ MNFORMS TO DESIGN COIi FT MThPLAN DATED: 4/19/12 RE:f,SIDNS AS SHOWN -AIM LOCAT2ON5- JB -JOIST BLOCKING ®CONFORM{TO°'P.natd s' ❑ NON-CONF^,,RMJRG-F_-S":SE MD RESUBMIT REMODEL/Nei CENTER. EH'P GE5I6NER: J -JOIST CALLOUT 0 m>cin wrex 7110 BR E' Pk BO BOOED Me EER,I co!w,. 151005,15005E5 reser ROAD ❑uoocorcoonne-medal aasuaan not TR FF:65 tri NV 40'ar it,E0ER TR LAKE oSreGO.OREGON 91095 KAMI BELY`4OO1, B -BEAM(FLUSH W/JOIST) IIJ::V.r:ANSVAi.N III+de:.6i071 F tOrPOR'F VOX ITE (503)05 D-9665 MAIN FLOOR JOIST LAYOUT ,a:....^r..e atat r doe zn.RAd�Re., me.nr no: 3s1>+r SK.IR Bet'I"T`W w r 31 XA'T1*0 NOR -HEADER(BEAM BELOri JOIST) „" no_ ,Z.m Al 1iE1.,C5 OPP iANi:RS. TA::F.7N:_man.-xi.51ERI:4t" TRUSS OffICE A CONTRACTOR 14RoJ DATE: 7/23/12 •H A4!�J!ff--ax 01AS in TCEI R.1.1R ..e1±:wain Id 235 i 5914 Sri IRE ROAD 860-BEAM BY OTHERS SCALE:1/4 1'-O' MI EIRNDT IICNITECTS CT ENGINEERING INC I LAKE(505)55-n66n 9;095 SHEET: 1 of 2 VI II 14, 14"OPEN WEB JOIST o 19.2"O.C. POLYGON 7 AB(NEW) x_-.v E1M1-FR HERE61, P1/20154 UPPER Merl 8R201S ProductsL. 9 0 PbtFQ Length Product Plies Net Qty • raar� RMI 46-00-06 7"x 14"APA Rim Board 1 1 E –�_--03Mt�----A- RMI 28-00-00 1"x 14'APA Rim Board 1 7 – --- – – –Y--_—_ RM1 17-00-00 1"x 14'APA Rim Board 1 1 1•ft: :C7 RM1 14DD� 7"x14"APA Rim Board 1 i E RM1 10-00-00 1"x14"APA Rim Board 1 1 f i RMI 9.00.00 1"x 14'APA Rim Board 1 1 E RMI 7-00.00 1"x 14"APA Rim Board 1 1 ' ` f RMI 5-00-00 I'x 14"APA Rim Board 1 2 € ` RMI 300.00 1"x 14'APA Rim Board au L ry n: d' H N L N N. = 2 i 1 i F'. €�. i' LL r LL. U. • LL s" BM1 22-00-00 5 112"x 19112-Gram(1.SE 24F-V4 DF/DF) I 1 SKI 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 7 1 E € [ SKI 8-00.00 x14Lb 1 1 BM2 4-0000 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL i-3/4 x 14 1 1 i�i E e F E s . BM3 18-00-00 5-112 X 14 B1G BEAM 1 1 1�` I l4) ��.�`� . , E. �� p �''�>„.. r�••� I ALL BEAMS AND CONNECTORS PER ENGINEER i 3 R FO 1 ACLtSSURIES QTY_ T ... 'r_.._......_......,. m..®�ca @ TFI414 24 F04 }, eQ TFL1714 1 . I'M '- 1 14.4 OS8 RIM FOR SHEAR BLOCKING 30' "' © HU4I2 13 . ,.�--wd i 1 = ,MLAimara 1i 'r 15 DL A��.i 3 FD6 _ - _"'Kp '-'"""'I FOB 'REFER TO�� PLAN FOR ADDITIONAL.] TRANSFER BLOCKING - -"ff = ......_ ." -_t. AND SHEAR BLOCKING REQUIREMENTS- .. EQUIREMENTS- J ."RIIIIkal f 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I Al .. RD i , '1 _-.-- t • I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 • __-;e i - FOB - "Ewa�- I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ,i Fos Fos f* i t ' ❑"aemser: e-m, most..s.setsr mono.*n.. rn . .4 v .� D6'.11.111111111 kt r Fe«w e.4" 2.111111111ar _. ir .It1lBN8T I[CITCTS _•�s . !...- 11111M1-, 0 _JI FOGFOB antAll110.11 Illirillt ® iDPEORtST00lGO01105Pf El commis TOBesot CONCEPT WITH i'I (._``I•I ` -: _•_-_ .i lip,.. F08 ❑ Ramos AS Ron NOM-ONFOFRDS- MEMNREO MEHL COMM CIE 'REM — UE . EMT ME I EHUM UE C DO NOT: EMEEICEEEHREE H a aaELaa.a tEkvaux 5-07-00 raEa>L M Mita !l anm eet rXa tfi NAM ORMOCAt MI ex,Eli r . otch 1F I ;Ir$* M. 55 any athe remove,open or joist CT ENGINEERING INC part wets}DiSL • racniatu JOIST WITH RIM I SCALE: 1/4"=1'-Q"on 24"x36"SHEET 1 -Stuber I 'tic TR:US COMPANY . SHEET 2 OF 2 I