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HomeMy WebLinkAboutPLANS/SPECS - 19-00146 - 155 Crest View Dr - Addition to GarageSpec Sheet Garage addition — Russel Benedict 155 Crestview Dr., Rexburg, Idaho 20' X 16' addition to existing two car garage with 10' X 8' overhead door, with 36" side door and 24"x 60" horizontal window. Side yard after addition approx. 7.5 ft Foundation • Footing 16 X 8 with 2 strands # 4 rebar • 6" concrete wall with 3 strands horizontal rebar with vertical # 4 rebar 24" OC • Sill Seal %" x 3 %" Poly foam • TRTD fir 2X4X16 Borated treated Walls and ceiling • 2X4 fir STD & Btr • 7/16 OSB • R11 insulation • % sheet rock inside exterior walls • 5/8 sheetrock ceiling Roof • Truss — see spec sheet —12/4 pitch - 24" overhang • 19/32 OSB • Hurricane rafter ties • Architectural grade asphalt shingles matching existing roof Electrical • Four overhead lights — separate circuit — two way switch • 6-8 outlets on 20 amp circuit • 12 gage wire Plumbing • Rough in Natural gas for possible future garage heater— Rexburg Plumbing and Heating Flat work — minimum 4" — 560 ft sq • Garage floor for addition - 4" thick + appropriate fill • Additional driveway for garage addition + fill FA } � Y SY g'r X' Job Truss Truss Type Qty Ply 19-032400T Al Common 7 1 N d i tuAmI FA-), Iummv FALLS, iD 83402 rtun: S.zzu s Jul 21 2018 Print: 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 08:36:32 2019 Page 1 ID:oM8 LOX8FwF V G?Qmd V5hmOtzeO4Q-SxOJ5SVR5998_tUCihia3?mZS7g6gq Kzu V2 E Ejze03z -2-0-0 5-0-0 10-0-0 15-0-0 20-0-0 22-0-0 2-0-0 5-0-0 5-0-0 5-0-0 5-0-0 2-0-0 Scale = 1:37.8 4x5 I I 10-0-0 10-0-0 Overall Truss Height: 4-3-11 Plate Offsets (X,Y)— [B:0-3-14,0-1-8], [F:0-3-14,0-1-8], [H:0-4-0,0-3-0] Heel to Peak: 10-7-13 20-0-0 10-0-0 Overhang Rake Distance: Left 2-1-5, Right 2-1-5 Qty: 7 Span: 20-0-0 Slope: 4.00/12, 0.00/12 Overhang: 2-0-0, 2-0-0 Loading: 35.0-7.0-0.0-7.0 Spacing: 2-0-0 o.c. Camber: 1/16 in Weight: 80 Ib Board Feet: 298.67bft Last saved: March 05, 2019 _==«« CHORDS »»===(Sq.Cut=90) PIECE: T1, T1 90.0 (14)2 4 71.6 F 1800F 1. E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E 01-:12-8-15 CL:12-8-6 LS:12-8-15 PIECE: 61, B1 90.0 18,4 (14) 2x4 F 180OF 1. E or 2x4 DF No.i &Btr or 2x4 1VS)F01.6E 01-:10-0-0 CL:9-7-8 LS: 10-0-0 PL:10-0-0 0-9-12 SCARF: 0-10-4 10-3-4 0-0-4 WEBS »»===(Sq.Cut=90) PIECE: W2, W2 34.5(14) 2x4 74.0 Stud/Std OF - 6' 16.0 OL:5-3-3 CL:5-0-10 LSA -9-9 PIECE: W1 90.0(7) 2x4 71,6 Stud/Std DF- 4' 71.6 OL:3-0-12 CL:3-0-12 LS:3-0-3 N a Job Truss Truss Type Qty Ply F 180OF 1. E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E 1 19-032400T ]AGE Common Supported Gable 1 1 No. &Btr or 1800F 1. DF or DF -N BMC VVES (IDAHO FALLS), 0AHO FALLS, iD 83402 Run: 8.220 s Jul 21 2018 Print: 8.220 s Jul 212018 MiTek Industries, Inc. Tue Mar 5 08:36:33 2019 Page 1 I0:oM8 LOX8FwFVG?QmdV5hmOtzeO4Q-w7yhJn W3sTH?b 130GODpcC II_WD3PN W679oom9ze03y -2-0-0 10-0-0 20-0-0 22-0-0 2-0-0 10-0-0 10-0-0 2-0-0 Scale = 1:37.8 4x5 = 20-0-0 20-0-0 Overall Truss Height: 4-3-11 Plate Offsets (X,Y)— [B:0-0-10,Edge], Heel to Peak: 10-7-13 Overhang Rake Distance: Left 2-1-5, Right 2-1-5 Qty: 1 Span: 20-0-0 Slope: 4.00/12, 0.00/12 Overhang: 2-0-0, 2-0-0 Loading: 35.0-7.0-0.0-7.0 Spacing: 2-0-0 o.c. Weight: 80 Ib Board Feet: 44.00bft Last saved: March 05, 2019 NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. ===«« CHORDS--==(Sq.Cut=90) PIECE: T1, T1 90.0 (2) 2x4 71.6 F 180OF 1. E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E 1 OL:12-8-15 CL:12-8-6 LS:12-8-15 0.02x4 90.02x4 ------,, 18.4 No. &Btr or 1800F 1. DF or DF -N cAF5Y 0 (1) B1 01-:16-0-0 CL:15-7-8 LS:16-0-0 PL:16-0-0 (1) B2 OL:4-0-0 CL:3-7-8 LS:4-0-0 PLA -0-0 0-9-12 CARF: 0-10-4 �10-0-4 0-3-4 OTHERS »»===(Sq.Cut=90) 90.0 2X4 71.6 Stud/Std DF (2) ST3 OL:2-5-5 CL:2-4-12 LS:2-5-5 (2) ST2 OLA -9-5 CLA-8-12 LS:1-9-5 2 ST1 OLA -1-5 CLA-0-12 LSA -1-5 PIECE: ST4 90.071.6 (1) 2x4 Stud/Std DF - 4' 71.6 OL:3-0-12 CL:3-0-12 LS:3-0-3 p i 44 �jl I r` IL MEOW Nw m 4j J