Specifications 7 ?0 O s vim/ Pt`6 30 PZ.Q l I-
•
eve Forte MEMBER REPORT Level, Reception Area Ceiling Joists PASSED
software 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2 @ 16" OC
Overall Length: 12' 9.00"
0 — 0
3' 6.00" X 9' 3.00"
El
All Dimensions Are Horizontal; Drawing is Conceptual
Design Results Actual 0 Location Allowed Result LDP Load: Combination (Pattern) System : Floor
Member Reaction (Ibs) 141 @ 3' 7.75" 3281 Passed (4 %) -- 1.0 D (All Spans) Member Type : Joist
Shear (Ibs) 76 @ 4' 1.00" 567 Passed (13%) 0.90 1.0 D (All Spans) Building Use : Residential
Moment (Ft - Ibs) 107 @ 8' 9.67" 357 Passed (30 %) 0.90 1.0 D (All Spans) Building Code : IBC
Live Load Defl. (In) 0.000 @ 0 0.200 Passed (21/999 +) -- 1.0 D (All Spans) Design Methodology : ASD
Total Load Defl. (in) 0.151 @ 8' 4.74" 0.441 Passed (L/702) -- 1.0 D (All Spans)
TJ -Pro" Rating NaN N/A -- -- --
• Deflection criteria: LL (L/480) and TL (1/240).
• Overhang deflection criteria: LL (0.2 ") and TL (21/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 12' 5.50" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• A 15% increase in the moment capacity has been added to account for repetitive member usage.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Loads to Supports
earing Length - --
Lbs)
Supports Total Available Required Dead Total Accessories
1 - Beam - DF 3.50" 3.50" 1.50" 141 141 Blocking
• 2 - Hanger on 3 1/2" DF ledger 3.50" Hanger' 1.50" 63 63 See note'
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• 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 Stron -Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
2 - Face Mount Hanger W24 1.50" N/A 4 -10d common 2 - 10d x 1 - 1/2
Dead
Loads Location Sparing (0.90) Comments
1 - Uniform(PSF) 0 to 12' 9.00" 16" 12.0 Residential - Living Areas
1LEVEL Notes () SUSTAINABLE FORESTRY INITIATIVE
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 Forte Software Operator
Forte Software Operator Job Notes 11/29/2011 7:16:10 AM
• Ryan Zink iLevel Forte v3.0, Design Engine: V5.4.3.2
Zink Design Services. LLC
(503)701 -8213
zink01 atydhoo.com
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