429 Bridge Road_calcpackageLevel
Member Name Results Current Solution Comments
CHAI BAR-FAMILY RM BEAM Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
MASTER SUITE EAST Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
16'4 FLUSH BEAM Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
SINGH REMODEL
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 7/19/2021 12:39:37 PM UTCPeter Van Buren
COWLS BUILDING SUPPLY
(413) 549-0001
pete@cowls.com
ForteWEB v3.2
File Name: SINGH REMODEL
ERIC DRIVER
429 BRIDGE ST.
NORTHAMPTON, MA 01060
Page 1 / 4
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3629 @ 1 1/2"7613 (3.00")Passed (48%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2739 @ 1' 1/2"7265 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7264 @ 4' 3"13541 Passed (54%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.117 @ 4' 3"0.275 Passed (L/844)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.203 @ 4' 3"0.412 Passed (L/487)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1532 638 2097 4267 None
2 - Trimmer - SPF 3.00"3.00"1.50"1532 638 2097 4267 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 9.7 ----
1 - Uniform (PSF)0 to 8' 6"12' 4"22.4 -40.0 STICK BUILT ROOF
ASSUMED
2 - Uniform (PSF)0 to 8' 6"7' 6"10.0 20.0 -CEILING JOIST
LOAD
Member Notes
*IF NEEDED, IF BEAM RUNS LONG TO CATCH FOUNDATION, EXTENDED 8"*
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by PAT WILSON PLAN
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, CHAI BAR-FAMILY RM BEAM
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 7/19/2021 12:39:37 PM UTCPeter Van Buren
COWLS BUILDING SUPPLY
(413) 549-0001
pete@cowls.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: SINGH REMODEL
ERIC DRIVER
429 BRIDGE ST.
NORTHAMPTON, MA 01060
Page 2 / 4
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2478 @ 1 1/2"6694 (3.00")Passed (37%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2056 @ 1' 1/2"9476 Passed (22%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)7282 @ 6' 1 1/2"17662 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.173 @ 6' 1 1/2"0.300 Passed (L/835)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.268 @ 6' 1 1/2"0.600 Passed (L/536)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• 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 Floor Live Total Accessories
1 - Stud wall - SPF 3.00"3.00"1.50"885 1593 2478 Blocking
2 - Stud wall - SPF 3.00"3.00"1.50"885 1593 2478 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 3" o/c
Bottom Edge (Lu)12' 3" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 12' 3"N/A 14.5 --
1 - Uniform (PSF)0 to 12' 3" (Front)6' 6"10.0 20.0
2 - Uniform (PSF)0 to 12' 3" (Back)6' 6"10.0 20.0
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by PAT WILSON PLAN
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, MASTER SUITE EAST
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 7/19/2021 12:39:37 PM UTCPeter Van Buren
COWLS BUILDING SUPPLY
(413) 549-0001
pete@cowls.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: SINGH REMODEL
ERIC DRIVER
429 BRIDGE ST.
NORTHAMPTON, MA 01060
Page 3 / 4
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3333 @ 1 1/2"6694 (3.00")Passed (50%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2828 @ 1' 2 7/8"11845 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)13198 @ 8' 2"26772 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.283 @ 8' 2"0.402 Passed (L/683)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.444 @ 8' 2"0.804 Passed (L/435)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• 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 Floor Live Total Accessories
1 - Stud wall - SPF 3.00"3.00"1.50"1210 2123 3333 Blocking
2 - Stud wall - SPF 3.00"3.00"1.50"1210 2123 3333 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)16' 4" o/c
Bottom Edge (Lu)16' 4" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 16' 4"N/A 18.2 --
1 - Uniform (PSF)0 to 16' 4" (Back)6' 6"10.0 20.0
2 - Uniform (PSF)0 to 16' 4" (Front)6' 6"10.0 20.0
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by PAT WILSON PLAN
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, 16'4 FLUSH BEAM
3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 7/19/2021 12:39:37 PM UTCPeter Van Buren
COWLS BUILDING SUPPLY
(413) 549-0001
pete@cowls.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: SINGH REMODEL
ERIC DRIVER
429 BRIDGE ST.
NORTHAMPTON, MA 01060
Page 4 / 4