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NFRC Premium Sloped Sill Fixed
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National Fenestration � � � QSJ /
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CERTIFIED . p 504163
ENERGY PERFORMANCE RATINGS i
EVALUACION DE RENDIMIENTO ENERGETICO
LI- FACTOR SOLAR HEAT GAIN COEFFICIENT
FACTOR•U GOEFICIANTE:OANANCIA DE ENERGIA SOLAR
0.31 (U.S. /I -P) 1 1.76 (Metric /SI I 0.33 f
ADDITIONAL PERFORMANCE RATINGS
EVALUACION SUPLEMENTARIA nE RENDIMIENTO '
VISIBLE TRANSMITTANCE AIR LEAKAGE
TRANSMISION DE LUZ VISIBLE INFILTRATION [PAIR
0.57 _ 0.0 (U.S. /I -P) 1 0.2 (Metric /SI)
Manufacturer shpures Mdt these tangs conform u applicable NW procedures for determining Orr product performance. CC rapids are determined for a fire; set of r
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.. Manufacturer of Certified Products J
Manufacturer stipulates conformance to the applicable standards
JELD -WEN Windows PA Door
Premium Picture
DP= +35/ -35 MULL FW-C35 Size tested: 72" x 72' -
Glazing: outer /" inner
Tested to: AAMA/WDMA!CSA 101 /LS.2/A4404 :5
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WARNING: frilling, sawing, sanding or machining wood products, generates
wood dust, a substance known to the State of California to causs can';sr. Use
a respirator or other safeguards to avoid inhaling wood drst.
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350417 1 011311112V PC0016 01/1Z/12
MADISON CONSTRUCTION 12 -15 -11
R S E B lJ R G 15 LINDEN, NORTHAMPTON 8: 4 am of 1
KeyBeam® 4.507f
kmBearEngine 4.509s
Materials Database 1320
Member Data
Description: FLOOR GIRDER G5 Member Type: Girder Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total 1.000" max. LL
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 10.4 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Point (LBS) Front 2' 2.75" 779 1425 Live
• Point (LBS) Front 9' 9.38" 1639 3230 Live
Replacement Uniform (PLF) Back 0' 0.00" 10' 0.00" 40 160 Live
Replacement Uniform (PLF) Front 0' 0.00" 2' 2.75" 50 200 Live
Replacement Uniform (PLF) Front 2' 2.75" 10' 0.00" 40 160 Live
1 I 1 I
11 m
/ /
10 0 0
/ ®/
10 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 3.500" 2.550" 3793# --
2 9' 6.750" Wall Spruce- Pine -Fir 3.500" 1.638" 7305# --
Maximum Load Case Reactions
Used tor applying point loads (or line loads) to carrying members
Dead Live
1 10654 2727#
2 2237# 5068#
Design spans
9' 6.750"
Product: 2.0 RigidLam LVL 1 -3/4 x 11 -7/8 2 ply
Component Member Design has Passed Design Checks."
NOTE: Pass -thru framing is required at point loads over bearings.
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 7223.'# 19905.'# 36% 3.83' Total load D +L
Shear 3337.# 7897.# 42% 0.01' Total load D +L
Max. Reaction 3793.# 5206.# 72% 0' Total load D +L
TL Deflection 0.1222" 0.4781" L/939 4.78' Total load D +L
LL Deflection 0.0897" 0.3187" L1999+ 4.78' Total load L
Control: Max. Reaction
DOLs: Live =100°/ Snow =115% Roof =125% Wind =160%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table
All product names are trademarks of their respective owners Bill Lucas
A e Kelly Fradet Lumber
I t C v" ll a ) k Copyright (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. 587 North Main St
"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 East Longmeadow, Mass
must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. 413 -785 -1 558
MADISON CONSTRUCTION 12 -14 -11
15 LINDEN, NORTHAMPTON 4:44pm
R O S E B U R G 1 of1
KeyBeam® 4.507f
kmBeamEngine 4.509s
Materials Database 1320
Member Data
Description: FLOOR GIRDER G4 Member Type: Girder Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: U360 live, L/240 total 1.000" max. LL
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 12.5 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Point (LBS) Back 7' 9.00" 1432 3062 Live
Replacement Uniform (PLF) Top 7' 9.00" 13' 0.00" 80 0 Live
Tf II`
/ i
13 0 0
9
13 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall LVUPSL(DF /SP) 1.500" 1.500" 2204# --
2 12' 8.750" Wall Spruce- Pine -Fir 3.500" 1.500" 3237# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 779# 1425#
2 1292# 1945#
Design spans
12' 8.750"
Product: 2.0 RigidLam LVL 1 -3/4 x 9 -1/2 3 ply
Component Member Design has Passed Design Checks.**
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 15114.'# 20436.'# 73% 7.7' Total load D +L
Shear 3163.# 9476.# 33% 12.09' Total load D +L
Max. Reaction 3237.# 7809.# 41% 12.73' Total load D +L
TL Deflection 0.4753" 0.6365" L/321 7' Total load D +L
LL Deflection 0.3056" 0.4243" L/499 7' Total load L
Control: TL Deflection
DOLs: Live =100% Snow =115 % Roof =125% Wind =160 %
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
At product names are trademarks of their respective owners Bill Lucas
p yy,y Kelly Fradet Lumber
e v ! i a r - Copyright (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
587 North Main St
"'Passing S 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 East Longmeadow, Mass
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, 413 -785 -1558
•
MADISON CONSTRUCTION 12- 14 -11
15 LINDEN, NORTHAMPTON 4:23pm
R O S E B U R G 1of1
KeyBeam® 4.507f
kmBeamEngine 4509s
Materials Database 1320
Member Data
Description: FLOOR GIRDER G3 Member Type: Girder Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, U240 total 1.000" max. LL
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 15.6 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Point (LBS) Back 3' 6.00" 719 1333 Live
Point (LBS) Front 7' 9.00" 1432 3062 Live
Replacement Uniform (PLF) Back 3' 6.00" 13' 0.00" 58 173 Live
Additional Uniform (PLF) Top 7' 9.00" 13' 0.00" 80 0 Live
Additional Uniform (PLF) Top 7' 9.00" 13' 0.00" 58 115 Live
Additional Uniform (PLF) Top 7' 9.00" 13' 0.00" 87 230 Snow
I
11 M
/ i
13 0 0
p
13 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall LVL /PSL(DF /SP) 1.500" 1.500" 4640# --
2 12' 8.750" Wall Spruce- Pine -Fir 3.500" 2.748" 6131# --
Maximum Load Case Reactions
lJsed for applying point loads (or line loads) to carrying members
Dead Live Snow
1 1639# 3001# 229#
2 2415# 3716# 928#
Design spans
12' 8.750"
Product: 2.0 RigidLam LVL 1 -3/4 x 11 -7/8 3 ply
Component Member Design has Passed Design Checks. **
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 23423.'# 31052.'# 75% 7.7' Total load D +L
Shear 5551.# 11845.# 46% 12.09' Total load D +L
Max. Reaction 4640.# 5906.# 78% 0' Total load D +L
TL Deflection 0.4232" 0.6365" L/360 6.36' Total load D +L
LL Deflection 0.2715" 0.4243" L/562 6.36' Total load L
Control: Max. Reaction
DOLs: Live =100% Snow =115% Roof =125% Wind =160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners Bill Lucas
it
Kelly Fradet Lumber
�` "'�` Y Copyright (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. 587 North Main St
"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 East Longmeadow, Mass
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. 41 3 -785 -1558
MADISON CONSTRUCTION 12 -14 -11
15 LINDEN, NORTHAMPTON 3:53pm
R O S E B U R G 1 of 1
KeyBeam® 4.507f
krBeamEngine 4.509s
Materials Database 1320
Member Data
Description: FLOOR GIRDER G2 Member Type: Girder Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, 11240 total 1.000" max. LL
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 6.3 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PLF) Back 0' 0.00" 7' 4.00" 40 160 Live
Replacement Uniform (PLF) Front 0' 0.00" 7' 4.00" 28 28 Live
Additional Uniform (PLF) Top 0' 0.00" 7' 4.00" 80 0 Live
Additional Uniform (PLF) Top 0' 0.00" 7' 4.00" 42 179 Snow
Additional Uniform (PLF) Top 0' 0.00" 7' 4.00" 80 160 Live
Additional Uniform (PLF) Top 0' 0.00" 7' 4.00" 120 320 Snow
Ti ICI`
/ /
7 4 0
P ®/
740
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall LVUPSL(DF /SP) 1.500" 1.500" 3729# --
2 7' 2.750" Wall LVUPSL(DF /SP) 1.500" 1.500" 3729# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 1432# 1258# 1804#
2 1432# 1258# 1804#
Design spans
7' 2.750"
Product: 2.0 RigidLam LVL 1 -3/4 x 7 -1/4 2 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
A llowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 6739.'# 9075.'# 74% 3.61' Total Toad D +0.75(L +S)
Shear 3105.# 5544.# 56% 0.01' Total load D +0.75(L +S)
Max. Reaction 3729.# 3938.# 94% 0' Total load D +0.75(L +S)
TL Deflection 0.2852" 0.3615" L/304 3.61' Total load D +0.75(L +S)
LL Deflection 0.1756" 0.2410" 0493 3.61' Total load 0.75(L +S)
Control: Max. Reaction
DOLs: Live =100°/ Snow =115% Roof =125% Wind =160%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners Bill Lucas
�� Kelly Fradet Lumber
Am in a k Copyright (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. 587 North Main St
"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 East Longmeadow, Mass
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. 413 -785 -1558
MADISON CONSTRUCTION 12 -14 -11
R O S E B U R G 15 LINDEN, NORTHAMPTON 2:56pm
1 of 1
KeyBeam® 4.507f
kmBeamEngine 4.509s
Materials Database 1320
Member Data
Description: FLOOR GIRDER G1 Member Type: Girder Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total 1.000" max. LL
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 9.5 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End width Start End Start End Category
Replacement Uniform (PLF) Back 0' 0.00" 11' 6.50" 60 240 Live
Additional Uniform (PLF) Top 0' 0.00" 11' 6.50" 60 0 Live
II m
,
11 6 8
o ®/
11 6 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall LVUPSL(DF /SP) 3.500" 1.500" 2051# --
2 11' 1.250" Wall Spruce- Pine -Fir 3.500" 1.500" 2051# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 719# 1333#
2 719# 1333#
Design spans
11' 1.250"
Product: 2.0 RigidLam LVL 1 -3/4 x 7 -1/4 3 ply
Component Member Design has Passed Design Checks."
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 5695.'# 12311.'# 46% 5.55' Total load D +L
Shear 1828.# 7232.# 25% 0.01' Total load D +L
Max. Reaction 2051.# 7809.# 26% 11.1' Total load D +L
TL Deflection 0.3791" 0.5552" 11351 5.55' Total load D +L
LL Deflection 0.2462" 0.3701" L/541 5.55' Total load L
Control: TL Deflection
DOLs: Live-100% Snow-115%, Roof-125% Wind-160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of then respective owners Bill Lucas
Kelly Fradet Lumber
Am in ark Copyright (0)1987 -2011 by Keymanr Enterprises, LLC. ALL RIGHTS RESERVED, 587 North Main St
"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 East Longmeadow, Mass
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. 41 3 -785 -1558
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