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Plans (367) PACIFICLl1MBERCGPYRIGHT2G17 ROSEBURG FRAMING SYSTEM'" :::—, : i qualify engineered wood products for today's builder ....NW. These plans and the designs are copyrighted under part,Federal Law by Pacific Lumber Company 2011. M,,.,, ,II II �� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumberon,11 iv* RI GI D LAM'LVL RI GI D RI M' so�m BLOCK ALL Company,which retains co ri hts to and ownershipof theplans.Use of theseplans byanyother ,,.,mak;,, II ro BEARINS ea.orv. P y Py 9 ,Ir, ' ,,:.,..�.,. _- , I� iMsrAu sauAsx e�ocrs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FONEA PRODUCTS ROSEBURG FOREST PRODUCTS 7.,..,,-.. reReer.e 1e.w.rcx copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ---- sEARiM�ARSA orswcks Py 9 p 9 99 `� sewn ro POST ABOVE. penalties of up to 420,000 per work Infringed,and*100.000 per work Infringed willfully. II�` "' RFPI JOIST ,""'°'a'"`" CONTRACTOR NOTES: DESIGN NOTES: l MST2017-00469 13335 SW 169T", LOT 5 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS 77:'";«""t", lbrv, a ° MST2017-00470 13327 SW 169TH, LOT 6 3)(UNLESS NOTED ALL BEAMS PER DESIGNER l' S) EXCEED THE LIVE LOAD PLAN DEFLECTION CRITERIA NM'BLOCKING PANELS NTH BEARMG/VALLABOVE POST LOAD TRANSFER DETAIL MST2017-00471 13319 SW 169TH, LOT 7• (UNLESS NOTED OTHERWISE) OF L/480 NTS. NTS. MST2017-00472 13303 SW 169TH, LOT 8 4)USE CAUTION WHEN GUTTING 40psf LIVE LOAD FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR/HALLS SLEEPING AREAS: THIS ISA PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with i 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20®lb"O.G. 1-1/2 RFPI-20 5 lei"O.G. 9-1/2 RFPI-20 5 16"O.G. .. 9-1/2 RFPI-20®16"0.G. hear wall blocking placement and connectors ROOFLOAD/NG: Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE /STTART FRAMING HERE START FRAMING HERE about prior to any construction. 1'ipsf DEAD LOAD R1 ? R1 R1 / R1 . Y . ' , )m a ',3,r'' Y C k I R1 JD 2 ( g ' R1 El CONFORMS TO DESIGN CONCEPT El CONFORMS TO DESIGN CONCEPT WITH �` REVISIONS AS SHOWN l ,111 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT RI J a T .9 _9 .13 _3 -3 -3 -I .9 .a -3 -3 -3 .9 -9 -3 .5 .5 -3e{ J9 I Cl THIS SSP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORPNCE WITH THE DEBIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFOAISEE WITH THE J I -1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -- OVER THIS SHOP OWING. By: Arnold R.Solomon Date:June 2.2417 '03 R1 NI_1"111111111 __. : HL3-� r :::r:: d 1- 3R1 CT ENGINEERING INC a_I _L-i— i-l___-._ l._.A__l__.7 ._ . - _ I®Hl Rt HDft Rl D 1 18 rffi+roiAalDaERwoaMcter WR3, R3 z Na H �Td�RWml i-1 �J L iv ua p N 1MB-1.1%illrHrYMT W Z lGF6SSSS I' �pA _ "Cr--�LB'r DttLgr ron Ill 7. 31-9 Z R1fMILBRANDT ARCHITECTS I-Q R1 1 R1 R rze WW1/ a0 .5RI -1 R1 R1 _5 ®9R3 J4 R3 _ : I I - : t3 a .b .a H tP 1• R2r[4,1 11 3 3k •3T 1 1T �n 9Y B R2 ' •a 61111 1 v2 i _] -Z -. I v. �R3.A. ffi 111■1�1�1�1/I ( I�) ILL..! 3 —RS R]'1 a• J r—/ lx e a. iii-1. [--,-.Idl't- L it _ «--3 ___—iM�i�L 'CO R2 HG 3 ClR1 R s ---M 3 f1 H2 ')D CJ PI-1 1-1 S3(MAIN) ERTLOT55-8 • POLYGON ENGLISH REVIVAL 4-PLEX E-6(A)K-6(A) Mrk• Material Keith Depth Grade My Cut Lth Tot Lth Ri 1.15 LVL Rim 1 3/4 9 1/2 1.5E 29 20 580 R2 05B Rim 1 9 1/2 6 16 96 IMPORTANT! HDR 1 BIG SEAM 5 1/2 11 1/e 2.1E 4 16 64 REFERENCE INSTALLATION HDR2 Cascade5.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 HDR3 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 6 12 12 GUIDE FOR ALL FRAMING 01 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 DETAILS AND I-JOIST INFORMATION 52 RigidLam LYL 1 3/4 9 1/2 1.5E 4 2 8 53 RigidLam LVL 1 3/4 9 1/2 1.5E 4 10 40 54 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 55 RigidLam LVL 1 3/4 9 1/2 1.5E 2 10 20 LEGEND: B6 BIG BEAM 3 ,/2 9 1/2 2.1E 6 4 32 MAIN FLOOR JOIST LAYOUT pacifi ����� B1 BIG BEAM _ _ 3 1/2 9 1/2 2.1E 18 14 252 �� 58 BIG BEAM _ 3 1/2 9 1/2 2.1E 2 16 ' 32 SCALE: 1/4'- 1-O' ( H }--HANGER GALLOUT B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 J13� 10 ®/ -SUPPORTING P05T J1 RFPG20T 5 LVL 3/4 9 1/2 i SE 6 18 10 5 21 08 & -POST LOAD ABOVE J2 RFPI-20 3/4 9 1/2 -- D 8 64 TRUSS COMPANY JO RFPI-20 3/4 9 1/2 30 14 420 R -RIMBOARD J4 RFPI-20 3/4 9 1/2 2 10 20 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9663 J5 RFPI-20 3/4 9 1/2 2 16 32 LB -LVL BLOCKING J6_ RFPI-20 3/4 9 1/2 14 28 392 PLAN: ENGLISH REVIVAL 4-PLEX E-b(A)K-b(A) LOTS 5-5 JB -JOI5T BLOCKING J1 KEPI-20 5/4 9 1/2 18 26 453 J8 RFPI-20 3/4 9 1/2 _ 10 4 40 J CUSTOMER: POLYGON -JOIST CALLOUT J9 RFPI-20 3/4 _9 1/ 2 - 4 12 48 PLAN DATED: 5/1 2/1 1 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMIL.HENDERSON PATE: 5/24/1 1 HDR -HEADER(BEAM BELOW JOIST) H1 TH011450-or-ITT9.5 54 0 81/9 BBO=BEAM BY OTHERS H3 HU4108 PL 1 7- 1 83 (MAIN) SHEET: 1 of 2 ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP ORAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY 1441 DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY START FRAMING HERESTART FRAMING HERE START FRAMING HERE START FRAMING HERE OVER THIS SHOP DRAWING. 1 < A S < By: Arnold R.Solomon Date:June 2.2017 CT ENGINEERING INC 0 O O O IBM30I __JBM6I IBM6I IBM30l ®cONwaM:roDM.CONCEPT IRM�-II--RT ®K1 r TM— IIIRM1 II r K1� a "IRM1J RM1-1F—_ — Kti—a— II RMT IRMIIII�--� WrI 7 II RM11 0:eviswra Noho eN 4 a'= — �x ==1=HIL _ . — Imo— -c,== = = ---1 N--IL _ _ _x= I4 -v- T^' '-'- ,,.JIL a_=�N=_*. 'vl oy� ILS__ NON RRNFOMI'NN ft east RESUBMIT I I m - N - O RI o - N. I 00 co m co m m�II o "' d 1 -� o II . g �`2 II II 2 I ,s ci i O2I .� toi k 0.° LL LL 50 1 CO `"`P.""`"",7Z a i. Ili @13 I-0 _ III II 0I2-1 -15 II m)1 12-'J-15, u-col -00 "1¢LL 1 .1.0a o.e NN1P� \ III• e e �: • MIN e • 111 ea e • I� 11 e .a i3 III • d I'Ca w• a e 3-d � a •i'1 X �\ a.MILBRANDT ARCHITECTS I a .. . F05 'I F a g F03 Iq —1 0 ® o F03 a � g i v 4 ,�, '< �� c,I Q a M : F03 1ty I I a,A-LA..v s ., FO3 ly F • Frn 1 J 111 III ( II F03 IRM1� ' O ar �1 n P , © IF F04 RM11 _ /I 1 a I CO F04 1 RM1mI. 2 NP N _..__.. a QII 2 .I RM1J a c-II NIP 4 . � 4 IiN [C M F04 '..-_I 1. I I m ml A = A Im CC IPA .. i a it -e _ cI— F03 1 P / I I b $ _, s l�� 0 IIP , , all _o F03 ii os 2 TG,,rrrn. III II l IIP �0 ate — III 6 11 a' g 411 f.,5y..•i F03 1t I YO BM2—HSI �BM2I Yo F03 P 4 U U 4 ,c F03 e.- RM1 12 RM1�� a: - a ,4.. M I O Y01 .;7 F02 0 `I® al m A A F02 m _ T W Y a E ¢ • u F02 A 1 A i i M 5 2 2 ° F02 — w '1 1 n U w I� w [C P a E e_. F02 ro M F02 1 a IWM1irHI RM1 .1.1. N3-00 OM g �� M1 �I BM24 1 13-0i DRM1 p d�RM r 0 6-.I ' 2 �RM1 CC C IRM-I1 w 2 I F01 12 co LL. IRM1J ce ce IRM11 0_ 0 S: ¢ RC m IX o Le o O. o co co rnW Products PlotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 4 RM1 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 2 BM23 14-00-00 1-3/4 X 20 LVL 2 4 ENGLISH REVIVAL 4-PLEX E-6(A)&K-6(A) AREA 3 LOTS 5-8 I ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4 X 20 LVL 1 2 FOL�LDING' Pacrfi umber BK1 11-00-00 1-3/4 X 20 LVL 1 4 PL17-183 UPPER BK1=BLOCKING LL BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD BK1 10-00-00 1-3/4 X 20 LVL 1 2 150E & TRUSS COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 6 5/24/2017 REFER TO STRUCTURAL PLAN FOR BM6 10-00-00 1-3/4 X 20 LVL 2 4 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4X 20 LVL 1 2 BM 5-00-00 1-3/4 X 2D LVL 1 1 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM21 5-00-00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I p......—=—. ...,,...z........_;___11 BM2 5-00-00 1-3/4X20LVL 2 2 ACCESSORIES QTY �� — I— 1I BM4 5-00-00 1-3/4 X 20 LVL 2 14 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM2 4-00-00 1-3/4 X 20 LVL 1 3 O miry 4-00-00 1-3/4X2DLVL 1 1 HIT420 68 - -- RM1 4-00-00 1-3/4X20LVL 1 2 SHEET 2 OF 2 BM24 4-00-00 1-3/4 X 20 LVL z 4 1-3/4 x 20 LVL BLOCKING 48' RM1 3-00-00 1-3/4X20LVL 1 4 - DO NOT: RM1 2-00-00 1-3/4 X 20 LVL 1 18 Loosen, remove,Cut or notch RM1 1-00-00 1-3/4 X 20 LVL 1 4 HUC416 8© SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. -0--_CQNF9RMS_TQ�$IGNCONCEPT El CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH o REVISIONS AS SHOWN ❑ REVISIONS NOTED o ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT 69'-1" y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMA THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE e WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE /f 4 A WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 7' " I i FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN p- r'�" DESIGNADRAWINNDOR OF RESPONSIBILITY FOR CONFORMANCE WITH r DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE p DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PAIBiITP"' PRIORITY OVER THIS SHOP DRAWING. I 0 la z OVER THIS SHOP DRAWING. By Alexia Date 6/6/17 ALL TRUSS TO BUILDING CONNECTIONS ARE THEcr By: Arnold R.CT ENGINEERING INClomon Date: June 2. 2017 MILBRANDT ARCHITECTS RESPONSBILITY OF THE BUILDING DESIGNER OR EOR DRAG0. I E I Ilr�I ��I�I . .- , .. i Ilr�rlrr I I 11=11111111111II =f i-- Eli i� is j 11111171111111 l � = •11 Cn ..1111 I is 1 _ ill ,.--- ...., it ' Plan all ly7,41:__•111111.11111P- - _ - - _ . _ Ile. 1111i i r _ 1 l •I 4/---.... ....1.-.-..-------�._�. t `, i �11.011 li �` 1� a�ssr` I 47. tl! eta �h u!Apt gmr, 9 iiilli Al '��i�I_ re g �, r. NW, oir _ - . 06 .6 ,..,ki i dil - I_ cmli- r _ MI a Ai 1 a ��� G4 ' I SE �I E ) 2 . ,• . - SII % -- I +�f� • _ _ _ __ NI N z 01 .-iG - !,i 1: ,=I ..i1 i i �1 nl._—...—� ,___ Q 2 O 11r Ill F S2i "�` �- V MU 2 lc— ° Z s� N� � C1-3 ra =, __, --I . 73 II Em1z� an� 'O v ,w y fQ : \ 41 1111111 i F441 7. 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