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Plans (172)
‘X\ -t--4.0\x - 00\ .ki) �0`3\ Svc`-60am, y, Pacifia & TR U \Lu- - COMPANY *AU *SHEAR E 10515 SW ALLEN BLVD. *REFER TO STRUCTI BEAVERTON, OR (506) 858-9663 MOVE JOIS PL #: 17-121 CUSTOMER: WESTLAND LEVEL: LOWER PLAN # : M-315-TH PAGE# 1 OF 3 PLAN NAME: CORBIN DESIGNER: ERIC D LOT#8 DESIGN DATE: 04/13/2017 SQ FT: PAC.LBR.REV. ARCH PLAN DATE. OCT. 2016 PAC.LBR.REV. REV. PAC.LBR.REV. REV. Lower Floor Products PIotID Length Product Plies Net Qty J1 20-00-00 11 7/8" RFPI-20 2 26 J2 16-00-00 11 7/8" RFPI-20 1 15 J3 8-00-00 11 7/8" RFPI-20 1 7 J4 4-00-00 11 7/8" RFPI-20 1 14 B1 22-00-00 B.B.O. 1 1 B2 12-00-00 B.B.O. 1 1 B3 10-00-00 B.B.O. 1 1 B4 6-00-00 B.B.O. 1 1 R2 20-00-00 1-3/4 x 11-7/8 LVL RIM 1 4 Connector Summary PIotID Qty Manuf Product Skew Supported Mtl H1 43 USP TH017118 - 11 7/8" RFPI-20 . M, , • PaCill ''''''' .\\' '' ..; ' ' ,1 ‘,: & ■TRUS y *ALL k COMPANY SHEAR BL 10515 SW ALLEN BLVD. REFER TO STRUCTU BEAVERTON, OR (506) 858-9663 MOVE JOIST PL #: 17-121 CUSTOMER: WESTLAND LEVEL: MAIN PLAN # : M315-TH PAGE # 2 OF 3 PLAN NAME: CORBIN DESIGNER ERIC D LOT#8 DESIGN DATE: 04/13/2017 SQ FT: PAC.LBR.REV. 07/27/2017 ECD ARCH PLAN DATE. OCT. 2016 PAC.LBR.REV. 08/17/2017 ECD REV. PAC.LBR.REV. REV. Main Floor Products PIotID Length Product Plies Net Qty J1 24-00-00 11 7/8" RFPI-20 1 20 J2 20-00-00 11 7/8" RFPI-20 2 28 J3 16-00-00 11 7/8" RFPI-20 1 7 J4 14-00-00 11 7/8" RFPI-20 1 1 J5 10-00-00 11 7/8" RFPI-20 1 1 B1 20-00-00 B.B.O.1 1 1 B2 16-00-00 8 3/4" x 12" Glulam (1.8E 24F-V4 DF/DF) 1 1 B3 20-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B4 10-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B5 6-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B6 7-00-00 BBO2 1 1 B7 5-00-00 BBO2 1 1 R1 20-00-00 1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 9 R2 20-00-00 1-3/4 x 11-7/8 LVL RIM 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 30 Connector Summary PIotID Qty Manuf Product Skew Supported Mtl H1 1 USP HD412 - 2.0 RigidLam LVL 3-1/2 x 11-7/8 H2 3 USP TH017118 - 11 7/8" RFPI-20 ,. . .„., hal I. - her NOTES: & TRUSS COMPANY *ALL BEAM SIZES PER ARCHITECT/ENGINEE *SHEAR BLOCKING PLACEMENT PER STRUCTURE 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRA BEAVERTON, OR REQUIREMENTS (506) 858-9663 MOVE JOISTS +1- 4" TO AVOID 1 PL #: 17-121 'CUSTOMER: WESTLAND LEVEL: UPPER PLAN#:M315-TH PAGE# 3 OF 3 PLAN NAME:CORBIN DESIGNER ERIC D LOT#8 DESIGN DATE:04/13/2017 SQ FT: PAC.LBR.REV. ARCH PLAN DATE.OCT.2016 PAC.LBR.REV. REV. PAC.LBR.REV. REV. Upper Floor Products PlotID Length Product Plies Net Qty J1 22-00-00 11 7/8"RFPI-20 2 8 J2 20-00-00 11 7/8"RFPI-20 2 22 J3 18-00-00 11 7/8"RFPI-20 1 7 J4 14-00-00 11 7/8"RFPI-20 1 23 J5 12-00-00 11 7/8"RFPI-20 1 4 J6 8-00-00 11 7/8"RFPI-20 1 1 J7 6-00-00 11 7/8"RFPI-20 1 4 B1 22-00-00 5 1/2"x 16 1/2"Glulam (1.8E 24F-V4 DF/DF) 1 1 B2 18-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 B3 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 3 B4 12-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 I B5 4-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 1B6 22-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B7 20-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 I B8 14-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B9 12-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B10 10-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 2 B11 6-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 2 B12 20-00-00 5-1/2 X 11-7/8 BIG BEAM 1 1 B13 20-00-00 BB02 1 1 B14 11-00-00 5-1/2 X 11-7/8 BIG BEAM 1 1 B15 9-00-00 BB02 1 1 B16 7-00-00 BB02 1 1 B17 5-00-00 BB02 1 1 I R1 20-00-00 1 1/4"x 11 7/8" 1.3E TimberStrand®LSL 1 5 R2 20-00-00 1-3/4 x 11-7/8 LVL RIM 1 2 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 24 Connector Summary PlotlD Qty Manuf Product Skew Supported Mtl H1 4 USP HD17112 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 H2 4 USP HD412 - 2.0 RigidLam LVL 3-1/2 x 11-7/8 H3 1 USP HDQ412IF - 2.0 RigidLam LVL 3-1/2 x 11-7/8 H4 1 USP THDH610 - 5-1/2 X 11-7/8 BIG BEAM H5 38 USP TH017118 - 11 7/8"RFPI-20 H6 14 USP TH017118-2 - 2-11 7/8"RFPI-20