11A-010 (3) igp.;; NORTHWIND 111
NFRC DOUBLE HUNG
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National Fenestration Vinyl frame, Double glazed,
Rating Council® Low E coating (e= 0.034, S2)
CERTIFIED 11/12 NVP -K -14 -00154 -00001
ENERGY PERFORMANCE RATINGS
U- Factor (U.S. /I -P) Solar Heat Gain Coefficient
0•33 0•28
ADDITIONAL PERFORMANCE RATINGS
Visible Transmittance
0.53
Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole
product performance.
eci c product s ie. NFRC does ratings ot recommend any product and doenvironmental o warrant conditions h il� of any
product for any specific use. Consult manufacturer's literature for other product perforrnance Information.
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KeyBeam® 4.600d
loft
kmBeamEngine 4.600y
Materials Database 1393
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total 1.250" max. LL
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 14.0 PLF
Filename: KYB1
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 13' 0.00" 15' 0.00" 30 10 Live
II
. - j . :
11'
/
0 1300
/
13 0 0 /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF #3 /Stud 2x or 4x End -Grain (650psi) 3.500" 1.500" 3857# --
2 13' 0.000" Wall SPF #3 /Stud 2x or 4x End -Grain (650psi) 3.500" 1.500" 3857# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 2827# 1030#
2 2827# 1030#
Design spans
12' 6.750"
Product: 1- 3/4x9 -1/2 VERSA -LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
NOTE: Nails must be applied from both sides
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 12112.'# 21774.'# 55% 6.5' Total Load D +L
Shear 3371.# 9476.# 35% 0.23' Total Load D +L
Max. Reaction 3857.# 11944.# 32% 0' Total Load D +L
TL Deflection 0.4586" 0.6281" L/328 6.5' Total Load D +L
LL Deflection 0.3361" 0.4187" L/448 6.5' Total Load L
Control: LL Deflection
DOLs: Live =100% Snow=115% Roof= 125% Wind =160%
Design assumes a repetitive member use increase in bending stress: 4 %
All product names are trademarks of their respective owners
ter"
Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
"Passing is defined as when the member, floor joist, beam or girder. shown on this drawing meets applicable design criteria for Loads, Loading Conditions. and Spans listed on this sheet.
The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications.