2-24-2017 MCCARROLL & SANDMAN-LOT 3 NORTHVIEW AT VILLAGE HILL NORTHHAMPTON MA-RICH-JIM4te_Roof Flush Beam_memberreport2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 5.50"5.50"2.53"1891 4538 6429 Blocking
2 - Column - SPF 3.50"3.50"2.49"1860 4464 6324 Blocking
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6325 @ 20' 3 1/2"8881 (3.50")Passed (71%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)5208 @ 1' 11 1/2"13766 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)31039 @ 10' 3 3/4"44566 Passed (70%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.502 @ 10' 3 3/4"0.665 Passed (L/477)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.711 @ 10' 3 3/4"0.998 Passed (L/337)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch: 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
GARAGE ROOF, Roof: Flush BeamMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 20' 5 1/2"N/A 18.4
1 - Uniform (PSF)0 to 20' 5 1/2"
(Front)11'15.0 40.0 Roof
2/24/2017 1:59:28 PM
Forte v5.1, Design Engine: V6.5.1.1
2-24-2017 MCCARROLL & SANDMAN-LOT 3
NORTHVIEW AT VILLAGE HILL NORTHHAMPTON MA-
RICH-JIM.4te
Forte Software Operator
Jim Cobb
BlueLinx
(888) 676-9417
jim.cobb@bluelinxco.com
Job Notes
McCarroll & Sandman
Lot 3 Northview at Village Hill
Nothhampton, MA