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Plans (92) 41 I' :--'-. PACIFlCWNBERCOPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" .. I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. 4uolTY engineered wood product foV�todav s builder" ..F-�.- A �� The plans may not be re-used or copied In whole or part,without written permission from PaclfIs Lumber Y t _.., ` px _ �;,,,,,""'„-r~+- ,I' III, ro eewRmeeeeua company,which retains copyrights to,and ownership of the plans.use of these plans by any other RIGIDLAM LVL RIGIDRIM G a r" '"•"ate• product :.r.......... , rert verve a w.ru p supplier other than Pacific Lumber company Is strictly prohibited.unauthorized use or -------- _ eeA.rs Anrw a v'ouFs copying of these plans,infringes rights under the Copyright Act.Infringes face fiabilitles that include -s n ApGti7 PQODdCIS fOSaBU['G IOPBfPFO�ICJS �� `�� i an_o.a rorosr..eoNe penalties of up to 520.000 per work infringed,ands 100000 per work Infringed wyifullu I'\C 4 4 Z016 1 Ul6 it RFPI-JOIST' ( T, )t sonatas.Fovea mummy ,..- / W' II►� GONTILAGTOR Norjge PESf6NNOTESe 1)VERIFY ALL FRAMING CONDMONS THIS FLOOR SYSTEM WAS ,,�>„-_,`��-,•""�•"°°'� 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR • MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEFJD THE LIVE LOAD metiedriana3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA SCALE: 1/4'-1'-O' (UNLESS NOTED OTHERWISE) OF L/460 P.fPr&.OGKM6 PANELS Yin 0FJ�RN6 r1ALL ABOVE POS LOAD NL ALL Kra 4)USE CAUTION WHEN GUTTING BOOR LOADING FOR PLUMBING 4005E LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS ME 15 A PLACEMENT PLAN ONLY 5 AREAS This layout is to be used in conjunction withpsf LIVEA OD 2 y J 1205E DEAD LOAD I START START Architectural/Structural plans.Verify all I I shear wall blocking placement and connectors. ROOFOAD1W6. i I FRAMING FRAMING LI I Purchas- responsible for approving this 25psf LIVE LOAD PATIO HERE HERE PATIO] ayout• or to any construction. 1-Ipsf DEAD LOAD i11 I i .. RI - - -R-1 , r- li: _ RI ..-----. _.....JS ....... ........._. _._... .. .. ._ _...._ -11-___.. ............ pg ,g -<} ,.=J5._.... .... .::::: h '.: ....::: . ..:JS - :::_ . :... [ ..:::.....:._:J4., ....._J-..:,:R 1 R 1 ._...._ J4.... ..:. .._ ..- -- ... ...... ....::::d5.. .... .. _ _....__ ..... �'_..--. —. .-.--JS J.1- -'---'-'----' -"---'I1...------ ---- - �'TT ---'—"-- -- '--.._- -...- 1.'f ...._ J61 "J5 -- il. . . :::JS .._ . _.. _... .- .:_._ [if.. J.1 .:::. -- -_-___.. -J7 ..:...:_ ---... _....... ...._.. ...Jr� ......_ .. ._.... .. _. ........_ .___ _.... ._JS 1 -. - - -' .. 1 _.. ._ --'-------g1--------_ ��.'- ------ .-- __ .._ f_._..JS _..---..__ ..._. .....__...... I e .... ....... .... -. ....... .... ..... JS O JS .�Y �I ..._.—.. .... .. J 1 _ J-�{�3 ti R9 ry ry - O rr ....._.. ti ..- .._::::.. ......:: J2 f... ._- V 11 et Ci 11 'J2"-- - -'-- -'-- 0 O It ft N. I II j2 0 TIT 1 Rt 7 : �p{ -. - _.._._ _ ... ... ........43..Jr..-_ __.____. {q 11-12- J2.._..._.__ - -- 6 J2 ilt J2-1' J} --- -41-.102 '-- — I Jr JB2 - Jt r /MPORTANT7 REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-90(MAIN) , LEGEND: POLYGON 55 �'� mirk• Material Width Depth bride Qty Gut Lth TOt Lth ( H }--HANGER GALLOVT 51 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 16 �-! 62 Rlgidlam LVL 1 3/4 9 1/2 1.5E 2 14 28 SHE RE PLATE NAILING E �� -SUPPORTING POST 33 RIgldLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ROW,P✓ALL ABOVE EXCEEDS ONE ROW,PROVIDE ADQi BLOCKING OR ® -POST LOAD ABOVE R1 056 Rim 1 9 1/2 9 16 144 WIDER RIM MATERIAL AS lREO'D. & TRUSS C O M P A N Y J1 RFPs-20 1 3/4 9 1/2 13 12 155 ❑ OJNFORMS TO DES191 CONCEPT R -RIMBOARD .J2 RFPI-20 1 3/4 9 1/2 12 20 240 5 930 JEAN ROAD LAKE OSWEGO,OREGON 9-1035 (503)355-9553 LB -LYL BLOCKING J3 RFPI-20 1 3/4 9 1/2 - 2 2 4 ® CDNFORMS TO DESIGN CONC?TItTfN J4 RFPI-20 1 5/4 9 1/2 - 3 14 42 Rt-VISIOfS AS SHOWN PLAN DE5GRIPTION/NUMBBl: 55 .18 -JOIST BLOCKING 0 mNFOF�9ro oeu6XCONCEPT JS RFPI-20 1 3/4 9 1/2 13 30 390 1.4.151,0 DE <oNaarMrx 0 NON-CONFORMING-fISEFIeDRBUPh77 CUSTOMER: - POLYGON J -JOIST CALLOUT 451 BLKG RPPI-20 1 3/4 9 1/2 25 3 75 O F`Miu.nores wonoN�t' - MS 6,X2 WM&ups 9Et MIME FOR Eu[u owuvxt - - - B -BEAM(FLUSH W/JOIST) .152 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 5 3 15 ❑No"wmvewm9-141,1n a Ballow MX 17-E DE.VM cer.Fr,OkY RIZ Ws Mg KURT IlePLAN DATED: 2/25/14 _."1-777, gENTG'ti�rvEVl4:. ,-%,,tri T�:,R 11'. E Y:lii T!g Esta arisro <nc sPEe:9c:n:;ls:;:F rx15 N40 r";e ir: DESIGNER: ICAM/L HENDERSON PATE: 9/25/14 HDR -HEADER(BEAM BELOW JOIST) Accessories :F; zAL AL MR Pilf soar c4l:ia. Can-A S;si VERIFY ttI e:IENi[exs. BOO-BEAM BY OTHERS H1 I THO 1 7 9 50-or-ITT9.5 4 I. wy Fula ,_,, 91.SR4 is: Todd R,Eaton S r J ntabe,19.2114 e�MILIRANDT ARCHITECTS CT ENGINEERING INC" PL 1 4—90 (MAIN) steer: 1 of 1 t POLYGON 58 PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE RMI 40-00-00 1"x 14"APA Rim Board 1 1 RM1 I RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 I'/!rl',€ I RM1 10-00-00 1"x 14"APA Rim Board 1 1 ,,�' ! RMI 8-00-00 1"x 14"APA Rim Board 1 1 RMI 4-00-00 1"x 14"APA Rim Board 1 2 RMI 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 4 HI 1 LH 11 I ! 1 LIM IT Ili 1 BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 " H BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 AL a:l :i I BM1O 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 y,,, P6 `_ .• trill BK1 11-00-00 1.5 Ri idLam LVL 1-3/4 x 14I ; lif I + ➢ I �.. 9 12 8 o IiHIL BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ii i I I a 3 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 —=- t i BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,�; I • BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 .!..I.I� �`� •I 1 * , , , i BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 ���®_I_ �(o� _ A i BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 tk BM11 4-00-00 BBO2 1 1 1UI! U�� _ g.,I. •g �IB .; : � : - rtni�wM eonrto Hhi "ilTl . "'1[- iiinIIHHI QTY ; I . ..; TH017140-2 21 jo g P 1 1 © rrr14 3 @ tf 1 ! I III 1 X 14 05B RIM FOR SHEAR BLOCKING 25' ilia ! ' t io ' ' ; iIV I © HUCQ412 1 ti t +Q. LL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 0. REFER TO STRUCTURAL PLAN FOR ADDITIONAL "`111 @POST TRANSFER BLOCKING g[ 7P. � (.1 4i AND SHEAR BLOCKING REQUIREMENTS. g p i E'-M li t- I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. —k = $ — __ _s1.— _ _ _ _ _ WHERE PLATE NAILING AT FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' , SHFAEZVP LL ABOVE EXCEEDS ONE 1 ® is jl IBM ROW,PROVIDE ADDY_BLOCKING OR ODD s -J! O If _. ➢ WIDER RIM MATERIAL AS REOD, I /_ I, + Os=-s _ ❑ CONFORM TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCPT WITH REVISIONS AS SHOWN ®CONeweSro OM.mein 0 NON-CONFORMING-REVISE AND RESINHIT a eue TO msw=MOW,r"N NZ 8477 MIK AS SEEN isale Fac aEiFx rvRAOUCE w.,___,—„,,..m arN TK�eC 8m`�a�Lr xM MEC r, Neu_a r pacifi (24x36 SHEET) SCALE: 1/4" = 1'-0" TM` "��"" "'"'A EuMDSAIVIM aF ,1cs-:m K umber 9rtt�xva`�"`"x,ror..4r m z s�'.rt mzcf OM 7v�N�Me G�ECfi+raaZalE tiL B RUN AAV.MAK, 4+®¢"'""`u w�.v�,vur a 41.1.7 vF= WE2 m9_^i:MAKE. ::Allk:T7 SIM VEMFV AL ae17.M1Lia.Yi. Piee..'"`-. .. „„ 9,21114 S: IHA 9.Ekta ORA;,Ne,rt,r 19.20u IRIIERANDT ARCHITECTS CT ENGINEERING INC & TRUSS C o M P A NY 1. POLYGON SB PLI4-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 TSTART FRAMING HERE > RMI 40-00-00 1"x 14"APA Rim Board 1 1 M1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RMI 11-00-00 1"x 14"APA Rim Board 1 1 • r' i` „ RM1 10-00-00 1"x 14"APA Rim Board 1 1 I RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 1RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 N L I 2 LL LL 2 BM4 12-00-00 3 1/2"x 10 1/2"Glulam 1.8E 24F-V4 DF/DF 1 ( ) 1 ' ',s �, .r .. ' ., `",� BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 O LL 18 — � y BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 ' BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 C'2' o° BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ _ ]u: tf i ir� t i BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 RIMLLitr i BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 • n o d; I II a• , ' BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I _ _ I BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .v..P� �Y =- BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ll, , a BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 p 1: MI BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 III _ 1110 C lig[o i BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 III r P __ g BM11 4-00-00 BBO2 1 1 a 0 _ /��4 ......,DING ^-^I .,_.. g _---IBM5I g lc�;20'� BK1-e�oaaNG^ FLOOR I nADIN(,' ` g :H 9 rOI c _ r �liR LC ItMl s RIM�"^"'1 40 LL 15 DL P g l= ,, �iiii a AccFssoruFs QTY I TH017140-2 21 '', 0_..�. �. . © I7714 3 0 II 1X 14 OSB RIM FOR SHEAR BLOCKING 25' +, H 7 C. HUCQ412 1 yr7 1"9 m %e Aa o 0 0 `o a — �- `� iir I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN• 1 , ! i y REFER TO STRUCTURAL PLAN FOR ADDITIONAL „,. .,'i I �, POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. — ,�G-0 O�, --�£ _--- — �— I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I — 07r —-I�== _ _ '=-I.'. - —=asp FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' II I �� WHERE PLATE NAILING AT �- � O N_�_ 1 ��JI SHEiARWALL ABOVE EXCEEDS ONE r ROW,PROVIDE ADD.BLOCKING OR 111. 1 WIDER RDA MATERIAL AS REO'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM Z CONFORMS TO DESIGN CONCEPT WITH ®m"Fo..uro �,®r I REVISIONS AS SHOWN R mmw, ro r�.9 I 0 NON-CONFORMING-REUSE ARID RESUEMIT 40.000"mm I 4711 TIE DESIGN 9AR PES RF1:C,EC FGP”aNEEk.L:E U]6:iYVFE Pacifi (24x36 SHEET) SCALE: 1/4" = 1'-0" 1o"°�°"'°""�-"�F°"�„""" "� "'T"n7aEs'�='�E'''N"�M°,�';;,:EVE-E umber F=0:74:9=%91‘ tFSCAtOp;F OF RFa"oLYSfE'EH FGR W9:iR9NCE E:i�4E owrea 1= wea ! R8:3i FRidi!Ni I9S SoECI'iOR^.OW Rl.GF Sh;:!!t.%PR 71, I CI.Y.MS S9:T M46.95. DOWA:'OR X-A.4i..vzoy R,1 C31E14MIS. er Kar :�-"AlgaFrr Pee±a3. N: 7me q,Egad m;r.5mtaoba+s.tGi. TRUSS COMPANY 1 MILRRANDT ARCHITECTS CT ENGINEERING INC