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KeyBuild Structuren4 2.06[Build 71 Thayer-Level 6 n 10-16-13 U I-04 e) ,.,,Materials Database 1415 3:09pm
1 of 2
Member Data
Description: CalcB1 Member Type: Beam Application: Floor
comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF
Filename:Y:\Thayer\B1 .
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 15' 2.75" 240 60 Live
Point(LBS) Top 0' 4.63" 1350 555 Snow
Point(LBS) Top 14' 10.13" 1350 555 Snow
� 3
15 2 12 0
/ ,
15 2 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 3370# --
2 15' 2.750" Wall N/A N/A 1.500" 3370# --
Maximum Load Case Reactions
'serf for applying point loads(or line loads)to carrying members
Live Snow Dead
1 1735# 1350# 1057#
2 1735# 1350# 1057#
Design spans
14' 5.500"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 8085.'# 13958.'# 57% 7.61' Total Load D+L
Shear 1992.# 6317.# 31% 0.4' Total Load D+L
TL Deflection 0.6083" 0.7229" L/285 7.61' Total Load D+L
LL Deflection 0.4718" 0.4819" L/367 7.61' Total Load L
Control: LL Deflection
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 Michael Greaney
. r.k. Miles, Inc.
Copyright(C)1987-2012 by Keymark Enterprises.LLC.ALL RIGHTS RESERVED. West Hatfield, Ma 01088
KEY MAR K
"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 spec■fications
KeyBuild Structure",2.06[Build 7]
kmBeamEngine 4.600y Thayer-Level 6 �y C 10-16-13
Materials Database 1415 0O C ) VO 3:09pm
2 of 2
Member Data
Description: CaIcB2 Member Type: Beam Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF
Filename:Y:\Thayer\B2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 16' 0.00" 27 7 Live
Replacement Uniform(PLF) Top 4' 0.00" 16' 0.00" 27 7 Live
Point(LBS) Top 0' 4.63" 270 0 Snow
Point(LBS) Top 0' 4.63" 280 387 Live
Point(LBS) Top 4' 0.00" 1350 0 Snow
Point(LBS) Top 4' 0.00" 1800 1110 Live
Point(LBS) Top 15' 7.38" 40 160 Live
Point(LBS) Top 15 7.38" 450 0 Snow
Point(LBS) Top 15' 7.38" 0 453 Live
Point(LBS) Top 15' 7.38" 360 120 Snow
..�,...�.��.,., �n..,..d...w....m.M._....u..�.... :u..�.,�-.,-....,�..�.�.�.»�w..�i.,„e �.: 1`.,:�..'r 1: a-::: ;Ite,- , " ,.,:.4
O 16 0 0
/ 1600 �/
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 3840# --
2 16' 0.000" Wall N/A N/A 1.500" 2661# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Snow Dead
1 1974# 1300# 1385#
2 862# 1130# 1167#
Design spans
15' 2.750"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 945a'# 13958.'# 67% 4' Total Load D+L
Shear 2659.# 6317.# 42% 0.4' Total Load D+L
TL Deflection 0.7325" 0.7615" L/249 7.24' Total Load D+0.75(L+S)
LL Deflection 0.4914" 0.5076" L/371 7.24' Total Load 0.75(L+S)
Control LL Deflection
DOLs: Live=100% Snow=115% Roof=12S% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
\_r7 All product names are trademarks of then respective owners Michael Greaney
Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. r_k. Miles, Inc.
K E Y M A R K West Hatfield, Ma 01088
"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 most be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications.
?) I -
Douglas Thayer
212 Northwest Rd
Westhampton MA
November 1, 2013
60 Forbes Ave
Northampton building Department
Follow up to August 16, 2013 items
replaced with thermal pane tempered
lass rep
1, Two exterior doors will Have the g
wins are attached for the LVL' used on project
2, Structural drawings 16" footer
3. point loads have been madcn in soe to have 16
4. Sono tubes meet been
code increased
bolts
5 All plastics using nails glue and lag
6. All joists have been sister,
7. Fire blocking have been installed and 4" of dense pack cellulose in the stud bay.
g. All exterior wall to rece a to be to code.
g. Guard rails for decks are required by code. System is to be Gas fired boiler
10. Rails system be used where provided by Mechanical contractor.System is boiler is aso re
11. HVAC system to be Buderus GB 142 High heating radiators and baseboard.
specified.