32A-004 (6) -a F 0 R T E JOB SUMMARY REPORT
42190 15 Walnut StAte
01:Level
Member Name Results Current Solution Comments
TPL BEAM OPTION Passed 3 Piece(s)13/4'x 9 1/2"1.9E Microflam@ LVL
Forte Software Operator Job Notes i 1/21/2014 11 41 13 At,'
14- 6 ALNUT Forte v4.6 Design Engine V6.1.1.5
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42190 15 Walnut St 41e
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Pallet o f
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a F O R T E MEMBER REPORT Level, TPL BEAM OPTION PASSED
3 pieces) 13/4" x 9 1/2" 1.9E Microllam® LVL
Overall Length: 14'6*
D o
14'6"
R P
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof
Member Reaction(Ibs) 1502 @ 4" 5906(1.50") Passed(25%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam
Shear(Ibs) 1475 @ 1'1 1/2" 10898 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-Ibs) 9582 @ T 3" 20312 Passed(47%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC
Live Load Defl.(in) 0.239 @ 73" 0.461 Passed(L/695) -- 1.0 D+1.0 S(All Spans) Design Methodology:Aso
Total Load Defl.(in) 0.402 @ 7'3" 0.692 Passed(L/413) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12
Deflection criteria:LL(L/360)and TL(L/240).
Bracing(Lu):All compression edges(top and bottom)must be traced at 13'10"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing Loads to Supports(Ibs)
Supports Total Available Requhed Dead Live Snow Total Accessories
1-Hanger on 3.00"LVL beam 4.00" Hanger' 1.50" 669 290 840 1799 See note'
2-Hanger on 3.00"LVL beam 4.00" Hanger' 1.50" 669 290 840 1799 See note'
•At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 'See Connector grid below for additional information and/or requirements.
Connector.Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nags Armories
1-Face Mount Hanger Connector not found N/A N/A N/A N/A
2-Face Mount Hanger Connector not found N/A N/A N/A N/A
Tributary Dead Roof Live Snow
Loads Location Width (0.90) (non-u.L25) (1.15) Comments
1-Uniform(PSF) 0 to 14'6" 1-4" 15.0 30.0 - Roof
2-Point(lb) 7'3' N/A 857 - 1680 Roof Flush Beam
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.wood".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.
The product application,input design bads,dimensions and support information have been provided by Cowls Building Supply
Forte Software Operator Job Notes i I 11/21/2014 1 1 41 13 Atvli
e/e.Hefniari, 14-16 1rL"i Li'a —{ Forte V4.6, Design Engine V6.1.1.5
4219015 Walnut St.4te
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SUSTAINABLE
Y FORESTRY
Weyerhaeuser ___ OINITIATIVE
November 21,2014
Cowls Building Supply
Peter Van Buren
125 Sunderland Rd.
Amherst,MA 01002-1098
Re:Sealed Calculations
Tech Call#:42190
Peter Heronemus
14-16 Walnut St.
Northampton,MA
Attached are Forte"calculations and a Job Summary Report for joist,beam,and/or column applications that have
been prepared for the above referenced project based on information provided by Cowls Building Supply.
The calculations have been identified in the Job Summary Report and by the date and time in the lower right hand
corner of each sheet:
11/21/2014
11:41:13 AM
2 pages
Many uniformly loaded joist and beam calculations can be verified by referencing the applicable span charts within
the appropriate product literature.These common conditions covered by span chart literature may not have been
addressed via individual calculations within this package.
Each analysis reflects the Trus Joist®product,depth,and size that can structurally support the input loads shown.The
professional engineer's seal on this letter verifies that the analyses presented conform to accepted engineering
practices and use code-accepted product design values.Although I have not reviewed the project plans or visited the
jobsite,we guarantee that our products will meet the strength and deflection requirements as shown in the attached
calculations,provided the input model and loading are correct.
All notes and design load information shown on these calculations should be reviewed with the building
designer and/or the local code official to ensure that the loads,spans,and other conditions are correct and/or
acceptable for the specific application.Building inspectors and/or owners should identify the"TJI®","Microllam®
LVL","Parallam®PSL",or"TimberStrand®LSL"markings on Trus Joist®products to confirm that this letter is valid for
the products actually installed.
Please feel free to contact me if there are any questions regarding the analyses,I can be reached at(856) 596-5555.
Sincerely, µ
Drexel M HtUano,
Structurul�rafrf Oneer £A
z
1000 Lincoln Dr.East,Suite 313 • Marlton,NJ 08053 • Phone 856-596-5555 Fax 856-985-9806