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Plans (91) == PACIFIC LIMIER COPYRIGHT 20 7 ROSEBURG FRAMING SYSTEM" rnsee pima am the oaten ere coperahted under Federal Law by PUPIL Lumber company 201�. 4uoRN engineered rro0dp,oJucla for bows builder.. w-`^ SII The plane may not be re-used or copied,mw,ole or part.without urhtanpermNsan from Paoli.Lumber �I/li onpany,wn.rem.copyrightsto.andowner,hpoft.plans.UmofthesewentPyarvother RIGIDLAM LVL RIGIDRIM' duct supplier other than umber. `yb*Wetly ���� I pyngoftheseef.iMrpesfpL �f,6tmsce.tmrNedWapn �.m p�B rge,rant,wder dp�a,tAet yMrrge,f.relab te.th�InuYde \ \� e.a.moroer.,o a pen t of iy[ 20 POO per worK Mr nged me 8100000 per work Mr nded w Ett, I� , 1I�� MST2018-00330 114409 SW 169TH AVE 4,044 onamicileRilikiiiiRs RFP)JOIST �^ MST2018 00331 14433 SW 169TH AVE `°""`A`Ta`"" ""°"°` 1)VERIFY ALL FRAMING CONDITIONS a FLOOR 5Y5TEM WAS 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR MST2018-00332 I 14449 SW 169TH AVE ALLESSNOTED PER DESIGWISE)PLAN DEFLECTNELNELOAD NERS DEFLECTION CRITERIA mttrtxets calKixsWFx sankixew ung root IOAC TRAN61Bl DETALg S)(UNLESS NOTED OTHERWISE) OF L/450 MST2018-00333 114471 SW 169TH AVE 4)USE CAUTION WHEN GUTTING FOR PLUMBING AD 5)PROVIDE PROPER SUPPORT AT ALL 12pef DEADLIVE LOA SHEARWALL9 1 psf DEAD LOAD MST2018 00336 14479 SW 169THAVE SL _/M50 TN1M5A PLACEMENT PLAN ONLY BOpef LIVE LOAD. This layout is to be used In Conjunction with 12pef DEAD LOAD I� Architectural/Structural plane.V erify all 9-1/2 RFPI-=0616'0.C. 9-1/=KEPI-=0616"OCC. I 9-1/2 RPPI-=0®16'0.0. 9-1/=RPPI-20®16"0.C. 9-1/2 RFPI-20016'0..0 shear wall blocking placement and connectors 6 k, START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE Urchaser responsible for approvingthis, 25pef LVE LOAD \ START FRAMING HERE aUOut prior t0 any construction. 1 spec DEAD LOAD ' ® CONFORMS TO DESIGN CONCEPT • ❑ CONFORMS REVISIONS SSHOWN DESIGN CONCEPT WITH ❑ NONCONFORMING-REVISE AND RESUBMIT JD -y2 u -.,u I RNOP MOM xN REB BRIBED OR RA CO IMF 12 oiiiiniu II Iilnionit ly • ulniont ! 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PL 1 D-55 1(MAIN) POLYGON-FRE MT E-aro),6-5101 L0 Mrk a Metarme 4 WlOth Depth SnOt55 My Cut Lth Tet Lth HORS BIG BEA. 9 1/2 aiaNdLa6 51 24F-V4 10152 IMPORTANT/ 4 562160 wL 5E 5 4 12 REFERENCE INSTALLATION Bs RaaLem LVL GUIDE FOR ALL FRAMING RlieewM. DETAILS AND I-JOIST INFORMATION E.LEGEND.• 56 ERKG1.5L MAIN /4 I 0 JOIST LAYOUT Fac !umber HO--HANGER CAL-LOUT Rn 5/4 1.5E SCALE:1/4"• 14.2 0513121rn 1/2 / 16 112 ® -SUPPORTING POST J I IMPI-201, ® -POST LOAD ABOVE - & TRU SS COMPANY R -RIMBOARD - , 10515 MI ALLEN BLVD BEAVERTON OREGON 97005(506)650-9663 LE -LVL BLOCKING PLANem.0 -JOIST BLOCKING .IT RFPI-so s/4 1/a 5 4 s2 GUSTOveAREVNAt RTARSA4a-FLExa-e0).661)Lon. ..ea-setae-se J -JOIST CAL-LOUTAcceewrxe CUSTOMER. POLYGON PLAN DATED: D -BEAM(FLUSHIU/JOIST) 5soor-mq.z41 NOR-HEADER(SEAM BELOW JOIST) ,q DESIGNER. KAML,NLNDGR30N PATS 10/12/1 D CEO-BEAM BY OTHERS N4 01210 5 F'L 1 8-3 5 1 (MAIN) SHEET,I of 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS I START FN STALE FR.. 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RESPONSIBILITY FOR MORIN.F BM 1" S APPLICABLE COORS"ANCE WR UESN:x vii DEMI AND N MINS All OF MICA HAVE PRIORITY _ ALL of MICR NAVE et MmSIPS�YGM^EGiF a, 01BA.Solomon 1 d:Rt.2B.1018 PByRm ER[David Burnett Date 10/30/18 CT ENGINEERING INCH MILBRANDT ARCHITECTS Products PIa131(180 Length 1- X0 Product Plea Net ON 131(17 1 ]-0000 1314 X 20 LVL RIM 5 RM1 740020 1-3/4%20 LVL RIM a JOISTWITH RIM RM1 4-0000 1-3/4 X 20 LVL RIM 3 I ALL BEAMS AND CONNECTORS PER ENGINEER BM1 4-0000 13/4 X20LVL RIM 2 POLYGON FLOOR LOADING BM23 4-0000 t-3/4 X20LVL RIM 4 BK1=BLOCKING 40 LL BM22 2-0000 13/4X20 LVL RIM 4 FRENCH REVIVAL 5-PLEX E-8 D&K-8(D)RTAREA 4 LOTS 52-56&LOTS 62-66&LOTS 82-86 RM1=RIM BOARD 15 DL EBX1MI 2-0000 13/4 X 20 LVL RIM 3 ( l BIO 1-0000 13/4X20LVL RIM 3 REFER TO STRUCTURAL PLAN FOR ADDITIONAL Pali' umber BIO 0-0600 1314X20 WL RIM s PL18-351 UPPER RM/ 00000 1-314 X 20 LVL RIM T POST TRANSFER BLOCKING COMPANY 8522 00020 1-3/4X20LVL RIM 2 AND SHEAR BLOCKING REQUIREMENTS. & TRUSS CMI 00000 1314 X 20 LVL RIM B 10/12/2018 M -0000 1314%20 LVL RIM 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 131421 50000 1-3/4 X20101 RIM 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I BM3 5-0000 1314 X20LVL RIM 1 BM4 5-00-00 13/4%20 LVL RIM 20 I FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIAAill BM2 4-0000 13/4X 20 LVL RIM 4 1' ---- I BMs 42000 1-3/4 X 20 LVL RIM 1 ACCESSORIES QTY RM1 4-0000 1314X20LVL RIM 8 �I I!—`I I1 RMI 3-00-00 1314%20 LVL RIM 6 O HIT420 96 _ RM1 2-0000 13/4X20LVL RIM 20 SHEET 2 OF 2 RMI 0.02.00 13/4 X20101 RIM 6 1-3/4 x 20 LVL BLOCKING 80' DO NOT: © HUC416 12 Loosen,Temove,cul or notch SCALE:1/4"=1'-0"on 24"x36"SHEET any part of the open web joist.