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HomeMy WebLinkAbout43 Nickerson Farm Way - Roof LoadsA complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Frmer's Pocket Guide for Product Tradenark Information ►; _ _ ®n TlXpert® 2' 10, '-10' 51 21' - 10' 12' 01 4- 6' 6" ► 2' 6" 1 2' 6" 13' 2' 6" 1 2' 6" 4— — 6' 6" 10, [w;1A;448'M.14 Mid -Cape Home Centers PO BOX 1418 465 ROUTE 134 SOUTH DENNIS, MA 02660 5083986071 FAX: 5083984559 JOB COUNTS DON MEYER MEYER RES. LOT 4 NICKERSON FARM NY S YARMOUTH MA SYMBOL LEGEND Point Load Line Load Area Load HBO Beam By Others L Required Bearing Length in inches LJ (Adequate bearing has been provided if bearing length is not indicated.) LEVEL NOTES File Name: MEYER RES.12.20.JOB Level Name: ROOF LOADS Plotted: 12/20/2004 15:31 Design Status: FIRST FLOOR .... 12/20/2004 13:25 SECOND FLOOR ... 12/20/2004 13:25 ATTIC LOADS .... 12/20/2004 13:23 ROOF LOADS ..... 12/20/2004 13:23 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 65psf Live Load (1156 LDF) and 12 to 20psf Dead Load Operator added additional loads. Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 3/16" = V JOIST AND BEAM LIST Plot ID Length Product Plies Qty M1 6' 1 3/4" x 7 1/4" 1.9E Microllam LVL 1 2 M2 20' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 M3 20' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 6 M4 10' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 MS 28' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 M6 12' 1 3/4" x 14" 1.9E Microllam. LVL 1 1 [w;1A;448'M.14 Mid -Cape Home Centers PO BOX 1418 465 ROUTE 134 SOUTH DENNIS, MA 02660 5083986071 FAX: 5083984559 JOB COUNTS DON MEYER MEYER RES. LOT 4 NICKERSON FARM NY S YARMOUTH MA SYMBOL LEGEND Point Load Line Load Area Load HBO Beam By Others L Required Bearing Length in inches LJ (Adequate bearing has been provided if bearing length is not indicated.) LEVEL NOTES File Name: MEYER RES.12.20.JOB Level Name: ROOF LOADS Plotted: 12/20/2004 15:31 Design Status: FIRST FLOOR .... 12/20/2004 13:25 SECOND FLOOR ... 12/20/2004 13:25 ATTIC LOADS .... 12/20/2004 13:23 ROOF LOADS ..... 12/20/2004 13:23 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 65psf Live Load (1156 LDF) and 12 to 20psf Dead Load Operator added additional loads. Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 3/16" = V