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Plans (71) + -°� � r . R PACIFIC LUMBER COPYRIGHT 2018 ROSEBURG FRAMING SYSTEM" quality engineered wood products for today's builder- . -r AI' I ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company201 a. SOLID BLOCK��� The plans may not be re-used or copied,In whole or part,without written permission from atfIC Lumber RIGI DLAM LVL RIGI DRI M- rosrsrrsoHAsove . ,W,�'a.°,;,. II TO BEARiw BE�.on. Gompany,which retains copyrights to,and ownership of the plans.use it these plans by any other ,I VI ;pww�:"° , I product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aoseeuR9 FOREST.eODUCiY RO.T�I1R3 FORFSTPRDDUC(S G copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �, \\� Brio.ro POST ABovE. penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. 4, ��Hi§ B ` RFPI-JOIST / v IS] CONFORMS TO DESIGN CONCEPT X❑ CONFORMS TO DESIGN CONCEPT ROSEBURG FOREST BRODYCTS ,�w:/►� ` IIII ❑ ez � CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH ate,, REVISIONS AS SHOWN ❑ REVISIONS NOTED MST2019-00030.p.483- -SW GOLD COAST TER PIS/N FLOOR SYSTEM WAS '^a 7°'""""'" ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT MST2019-00031 114160 SW GOLD COAST TER DESIGNED TO MEET OR """"`"°'"'I''p�"""" -�� EXCEED THE LIVE LOAD yr THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE MST2O19-00032 114144 SW GOLD COAST TER DEFLECTION CRITERIA RFPI BLOCKING PANELS MTH BEARIN6rISLL ABOVE POST LOAD TRANSFER DETAIL WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE OF L/450 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN MST2019-00033 114140 SW GOLD COAST TER N.T.S. Nrs. DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FLOOR LOAD/N6: r DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PAIDRITY pRI0W7Y OVER THIS SHOP DRAWING. MST2019-00034I 14122 SW GOLD COAST TER 40p5f LIVE LOAD .1 OVER THIS SHOP DRAWING. OFFl'i' �/1 By David Burnett _ Date 10/31/18 I, MST201q-D(1(13511411[�SW-Gnln(nACTT 12pNFDEAD LOAD By: Arnold R.Solomon Date:Oct.29,2018 CT ENGINEERING INC MILBRANDT ARCHITECTS SLEEPIN6AREAS. 3Opsf LIVE LOAD 1 2psf DEAD LOAD' I 9-1/2 RFPI-20 016"0.G. 9-1/2 RFPI-20 e 1 5°O.G. c1-1/2 RFPI-20 5 16"0.C. 9-1/2 RFPI-20 e 1 6°O.G. 4-1/2 RFPI-20 e 1 6"O.G. 9-1/2 RFPI-20 016.'0.0. 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Cu H ]- .... -1 R1 R1 ..... ___ _ - R1 Rt .___. , ....H 2 .... ___ R2. dd PL 18-345 (MAIN) RT AREA 4 LOTS 122-121 POLYGON ENGLISH REVIVAL 6-PLEX E-6(A)K-6(A) Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth R1 1.75 LVL Rim 1 3/4 9 1/2 1.5E 45 20 900 R2 0513 Rim 1 9 1/2 7 16 112 HDR1 BIG BEAM 5 1/2 11 7/8 2.1E 4 16 64 HDR2 Cascade S.L.24F-V4 3 1/2 10 1/2 Fb.2400 2 14 28 /MPORTAN77 HORS Cascade SL.24F-V4 3 1/2 10 1/2 Fb-2400 12 12 144 REFERENCE INSTALLATION 131 RigidLam LVL 1 3/4 9 1/2 1.5E 4 4 16 52 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 e GUIDE FOR ALL FRAMING 53 RigidLam LVL 1 3/4 9 1/2 1.5E 6 10 60 DETAILS AND I-JOIST INFORMATION 84 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 135 RigidLam LVL 1 3/4 9 1/2 1.5E 4 10 40 136 BIG BEAM 3 1/2 9 1/2 2.1E 12 4 48 LEGEND: 57 BIG BEAM 3 1/2 9 1/2 2.1E 26 14 364 MAIN FLOOR JOIST LAYOUT CONTRACTOR NOTES: M 88 BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 1)(UNRIFY ALL FRAMING LESS NOTED OTHERWISE)IIONS pace umber �\ B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 SCALE: 1/4'- 1'-0" 2)ALL FOOTINGS PER DESIGNER'S PLAN ( H r=HANGER GALLOUT JB1 BLKG 1.75 LVL 3/4 9 1/2 1.5E ,125 3 375 A �./ J1 RFPI-20 3/4 9 1/2 12 15 216 MS ® -SUPPORTING POST J2 RFPI-20 3/4 9 1/2 14 8 112 3)ALL(UNLESS NO PER DESIGNER'S PLANTED OTHERWISE) & TR C O M P A N Y ® -POST LOAD ABOVE J3 RFPI-20 3/4 9 1/2 42 14 588 4)USE CAUTION WHEN CUTTING ,:' J4 RFPI-20 3/4 9 1/2 2 10 20 FOR PLUMBING R -RIMBOARD JS RFPI-20 3/4 9 1/2 2 16 32 5)PROVIDE PROPER SUPPORT AT ALL 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING J6 RFPI-20 3/4 9 1/2 14 28 392 J7 RFPI-20 3/4 9 1/2 34 26 884 SHEARWALLS PLAN: ENGLISH S-PLEX E-6(A)K-6(A) RT AREA 4 LOTS 122-121 JB -JOIST BLOCKING Je RFPI-20 3/4 9 1/2 10 4 40 CUSTOMER: POLYGON J -JOIST GALLOUT J9 RFPI-20 3/4 9 1/2 6 12 72 a IS out i tobe used PLACEMENT PLAN ONLY. PLAN DATED: This layout is to be used in conjunction with B -BEAM(FLUSH w/JOIST) Accessories Architectural/Structural plans.Verify all HDR -HEADER(BEAM BELOW JOIST) H1 TH01 7950-or-ITT9.5 52 shear wall blocking placement and connectors DESIGNER: KAM/L.HENDERSON DATE: 10/12/15 1-12 HL/C42 1.01/9 4Purchaser responsible for approving this BBO=BEAM BY OTHERS HS HU4 10 12- ,ayout prior to any construction. PL. 1 5-3 4 5 (MAIN) SHEET: 1 of 2 r 10 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HER START FRAMING HERE . •START FRAMING HERE START FRAMING Hese � FRAMING HERE > ,START FRAMING HERE O O U 0 .START 11 Wild tl 1 fl. - 'XI - -r _£-® a �B __1 _ ® BM 1 + I'fl 1�I'� 1 C .-:. o,.-,--....-1-1_'—' tis Tl -.-44,1.-M.11-4,43-79-91-e-; �.�-a�.II I_ g � i4-4- ,I, 1 _dm='gym LARM'� I I i s /111111-11 ! � ii� LL ® I.i� 14 4- 4- ;I�® � ILL Irk IISII LL q LL LL dd I ��I � II 1 1 `h ����� � I®®I_II^ 1111. 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BK7 10-00-00 1-3/4X 20 LVL RIM 1 4 RM1 10-00-00 7-319X20 LVL RIM 1 8 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM6 1000-00 1-3/4 X 20 LVL RIM 2 8 Its- 1 RM1 7-00-00 1-3/4 X 20 LVL RIM 2 ACCESSORIES QTY I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I IA I�` Ili. BM21 5-00-00 1-3/4 X 20 LVL RIM 2 1.---.. - _� '.1 BM4 5-00-00 1-3/4 X 20 LVL RIM 24 HIT420 104 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM1 4-00-00 1314 X20LVL RIM 1 Q BM2 4-00-00 13/4 X20 LVL RIM 5 SHEET 2 OF 2 RM1 4-00-00 1-3/4X20 LVL RIM 4 1-3/4 x 20 LVL BLOCKING 92' DO NOT: BM24 4-00-00 13/4 X 20 LVL RIM 8 RM1 3-00-00 1-3/4X 20 LVL RIM 4 HUC416 12 Loosen,remove,cut or notch RM1 2-0000 1-3/4X20 LVL RIM 22 © SCALE:3/16"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-0000 1-314 X 20 LVL RIM 8 SHIP 50/20'1-3/4 X 20 LVL TO COVER ALL LVL FOR THIS JO131 S t ccO O 1111111 >- . 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O Ili Q w U OVER THIS SHOP DRAWING. By David Burnett Date 10/31/18 I a p .._ By: Arnold R. Solomon Date: Oct.29, 2018 MILBRANDT ARCHITECTS _, l ¢ cr w w CT ENGINEERING INC o O w I- u j > -- a CL CO a 0