15-023 specs C
f
1000 Lincoln Drive East. Suite 3B
Marlton. New Jersey 08053
_.. __, . ._,.', u Tel (856) 596 -5555
Fax (856) 985 -9806
November 24, 2010
Cowls Building Supply
Kyle Belanger
PO Box 9676
Amherst, MA 01059
Re: Sealed Calculations
iLevel® Tech CaII 93853
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8 Shepard's Hollow Road
Leeds, MA 01053
Enclosed are iLevel® ForteTM calculations and a Job Summary Report for joist and beam applications that have been prepared for
the above referenced project based on information provided by Kyle Belanger — Cowls Building Supply.
I "he calculations have been identified in the Job Summary Report and by the date and time in the lower right hand corner of each
sheet:
11/24/2010 10:41:41 PM
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 iLevel product, depth, and size that can structurally support the input loads shown. The professional
engineer's seal on this letter verities that the analyses presented conform to accepted engineering practices and use code - accepted
product design values. Although I have not personally reviewed the project plans or visited the jobsite, we guarantee that our
products, as shown in the attached calculations, have been engineered to support the design loads provided in accordance with
iLevel criteria.
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 "Silent Floor' ", "TJ! ", "Microllam' LVL", " "Parall_am' PSL ",
or "TimberStrane LSE" markings on iLevel 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, �°
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Robert A. Kuserk, PE
East Division Engineer
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Forte
JOB SUMMARY REPORT
93853D -1.4TE
01: Level
Member Name Results Current Solution Errors
Roof: Joist 1 Piece(s) 1 1/2" x 9 1/4" 1.5E TimberStrand®
LSL @ 16" OC
Floor: Drop Beam 3 Piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Floor: Joist 1 Piece(s) 9 1/2" TJI® 230 @ 16" OC
Roof: Drop Beam 3 Piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
00o Sr%,n:to On r,'or Jok Notes 1 10 41.41 AMl
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Forte MEMBER RL:PORT Level, Roof: Joist
1 piece(s) 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL @ 16" OC
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•
All Dimensions are Horizontal; Drawing is Conceptual I
Design Results 1 Actual C Location I At0o..ed 1 Result . N F I System : Roof
Member Reaction (Ibs) 960 @ 18' 8" 2279 Passed (42 %) - - Member Type : Joist
Shear (Ibs) 460 @ 17' 9 3/16" 4255 Passed (11 %) 1.15 Building Use : Residential
Moment (Ft -Ibs) -1074 @ 18' 8" 4913 Passed (22 %) 1.15 Building Code : IBC
Live Load Defl. (in) 0.122 @ 11' 6 15/16" 0.472 Passed (L/999 +) - - Design Methodology : ASD
Total Load Defl. (in) 0.169 @ 11' 6 15/16" 0.708 Passed (L/999 +) - - Member Pitch: 2.5/12
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/240).
• Design results assume a fully braced condition where sheathing is properly nailed to all compression edges at the top of the joist and that the compression edges at the
bottom of the joist are properly braced to provide lateral stability.
• Bracing (Lu). All compression edges (top and bottom) must be braced at 16' 8 3/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is
required to achieve member stability.
• A 4% increase in the moment capacity has been added to account for repetitive member usage.
Total Available Required Support Reactions (Ibs)
Supports Bearing Bearing Bearing Dead / Floor / Roof / Snow / Accessories
Wind / Seismic
1 - Beveled Plate - Spruce Pine Fir 3.50" 3.50" 1.50" 235/0 /0 /615/0 / 0 Blocking
2 - Beveled Plate - Spruce Pine Fir 3.50" 3.50" 1.50" 266 / 0 / 0 / 694 / 0 / 0 None
3 - 9 1/4" Ledger on masonry - Spruce Pine Fir 3.50" Hanger Hanger 53 / 0 / 0 / 140 / 0 / 0 None
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Connector: Simpson Strong -Tie Connectors
Support Model Top Nails Face Nails Member Nails Accessories
3 - Face Mount Hanger LSSU28 N/A 9 -10d common 5 -10d x 1 -1/2
Floor Roof
Loads Location Spacing Dead Live Live Snow Wind Seismic Comments
(0.90) (1.00) (non - snow: 1.25) (1.15) (1.60) (1.60)
1 - Uniform(PSF) 0 to 27' 2" 16" 15.0 0.0 0.0 40.0 0.0 0.0 Snow
iLEVEL® Notes
iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values.
iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details.
(www.iLevel.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. iLevel® products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Kyle Belanger, Cowls Building
Supply
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Forte MEMBER REPORT Level, Floor: Drop Beam
3 piece(s) 1 3/4" x 11 7/8" 1.9E Mlicrollam® LVL
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All Dimensions are Horizontal; Drawing is Conceptual
iDesign Results ! Actua! @ Location 1 allot^,_. ! Result l LDF ! System :.Floc.
Member Reaction (lbs) 6561 @ 4" 21656 Passed (30 %) - - Member Type : Drop Beam
Shear (lbs) 5204 @ 1' 5 3/8" 13622 Passed (38 %) 1. Building Use : Residential
Moment (Ft -Ibs) 20827 @ 7' 30788 Passed (68 %) 1.15 Building Code : IBC
Live Load Defl. (in) 0.341 @ 7' 0.444 Passed (L/470) Design Methodology : ASD
Total Load Defl. (in) 0.519 @ 7' 0.667 Passed (L/308) - -
• Deflection criteria: LL (L /360) and TL (L/240).
• Design results assume a fully braced condition where all compression edges (top and bottom) are properly braced to provide lateral stability.
• Bracing (Lu): All compression edges (top and bottom) must be braced at 13' 10 3/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is
required to achieve member stability.
Total Available Required Support Reactions (Ibs)
Supports Bearing Bearing Bearing Dead / Floor / Roof / Snow / Accessories
Wind / Seismic
1 - Column - Southern Pine 5.50" 5.50" 1.67" 2256 / 0 / 0 / 4305 / 0 / 0 Blocking
2 - Column - Southern Pine 5.50" 5.50" 1.67" 2256 / 0 / 0 / 4305 / 0 / 0 Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Floor Roof
Loads Location Width Dead Live Live Snow Wind Seismic Comments
(0.90) (1.00) (non - snow: 1.25) (1.15) (1.60) (1.60)
1 - Uniform(PLF) 0 to 14' N/A 235.0 0.0 0.0 615.0 0.0 0.0 Residential - Living Areas
2 - Uniform(PLF) 0 to 14' N/A 70.0 0.0 0.0 0.0 0.0 0.0
iLEVEL® Notes f;- ;. i' I
iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values .
iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details.
(www.iLevel.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. iLevel® products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Kyle Belanger, Cowls Building
Supply
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Forte MEMBER REPORT Level, Floor: Joist
1 piece(s) 9 1/2" TJI® 230 @ 16" OC
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•
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All Dimensions are Horizontal; Drawing is Conceptual
'Design Results ! Actual @ Lccaticn Allowed 1 Result LDF System : Floor
Member Reaction (Ibs) 475 @ 2 1/2" 1183 Passed (40 %) 1.00 Member Type : Joist
Shear (Ibs) 468 @ 13' 8 1/2" 1330 Passed (35 %) 1.00 Building Use : Residential
Moment (Ft -Ibs) 1580 @ 6' 11 1/2" 3330 Passed (47 %) 1.00 Building Code : IBC
Live Load Defl. (in) 0.184 @ 6' 11 1/2" 0.338 Passed (L /880) - - Design Methodology : ASD
Total Load Defl. (in) 0.239 @ 6' 11 1/2" 0.675 Passed (L/677)
TJ Pro Rating 46 40 Passed
• Deflection criteria: LL (L/480) and TL (L/240).
• Design results assume a fully braced condition where sheathing is properly nailed to all compression edges at the top of the joist and that the compression edges at the
bottom of the joist are properly braced to provide lateral stability.
• Bracing (Lu). All compression edges (top and bottom) must be braced at 5' 2 1/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is
required to achieve member stability.
• A structural analysis of the deck has not been performed.
• Deflection analysis is based on composite action with a single layer of 23/32" iLevel® Edge Panel (24" Span Rating) that is glued and nailed down.
• Additional considerations for the TJ -Pro T"^ Rating include: None
Total Available Required Support Reactions (Ibs)
Supports Bearing Bearing Bearing Dead / Floor / Roof / Snow / Accessories
Wind / Seismic
1 - Stud wall - Spruce Pine Fir 3.50" 2.25" - - 1 1 1 / 371 / 0 / 0 / 0 / 0 1 1/4" Rim Board
2 - 9 1/2" Ledger on masonry - TimberStrand® 3.50" Hanger - - 113/376 /0/0/0 / 0 None
LSL
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Connector: Simpson Strong -Tie Connectors
Support Model Top Nails Face Nails Member Nails Accessories
2 - Face Mount Hanger IUS2.37/9.5 N/A 8 -10d x 1 -1/2 N/A s
Floor Roof
Loads Location Spacing Dead Live Live Snow Wind Seismic Comments
(0.90) (1.00) (non -snow: 1.25) (1.15) (1.60) (1.60)
1 - Uniform(PSF) 0 to 14' 16" 12.0 40.0 0.0 0.0 0.0 0.0 Residential - Living Areas
iLEVEL® Notes
iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values.
iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details.
(www.iLevel.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. iLevel® products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Kyle Belanger, Cowls Building
Supply
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Forte MEMBER REPORT Level, Roof: Drop Beam
3 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
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All Dimensions are Horizontal; Drawing is Conceptual
Design Results I Actual @ Location Allowed 1 Result LDF System : Roof
Member Reaction (Ibs) 6559 @ 13' 8" 21656 Passed (30 %) - - Member Type : Drop Beam
Shear (Ibs) 5202 @ 1' 5 3/8" 13622 Passed (38 %) 1.15 Building Use : Residential
Moment (Ft -Ibs) 20819 @ 7' 30788 Passed (68 %) 1.15 Building Code : IBC
Live Load Defl. (in) 0.341 @ 7' 0.444 Passed (L/470) - - Design Methodology : ASD
Total Load Defl. (in) 0.519 @ 7' 0.667 F'assed (L/308) - - Member Pitch: 0/12
• Deflection criteria: LL (L/360) and TL (L/240).
• Design results assume a fully braced condition where all compression edges (top and bottom) are properly braced to provide lateral stability.
• Bracing (Lo): All compression edges (top and bottom) must be braced at 13' 10 1/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is
required to achieve member stability.
Total Available Required Support Reactions (Ibs)
Supports Bearing Bearing Bearing Dead / Floor / Roof / Snow / Accessories
Wind / Seismic
1 - Column - Southern Pine 5.53" 5.53" 1.67" 2256 / 0 / 0 / 4306 / 0 / 0 Blocking
2 - Column - Southern Pine 5.50" 5.50" 1.67" 2255 / 0 / 0 / 4304 / 0 / 0 Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Floor Roof
Loads Location Width Dead Live Live Snow Wind Seismic Comments
(0.90) (1.00) (non - snow: 1.25) (1.15) (1.60) (1.60)
1 - Uniform(PLF) 0 to 14' N/A 235.0 0.0 0.0 615.0 0.0 0.0 Snow
2 - Uniform(PLF) 0 to 14' N/A 70.0 0.0 0.0 0.0 0.0 0.0
iLEVEL® N otes
iLevel® warrants that the sizing of its products wili be in accordance with iLevel® product design criteria and published design values. •
iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details.
(www.iLevel.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. iLevel® products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Kyle Belanger, Cowls Building
Su poly
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