HomeMy WebLinkAboutPlans - 88 SAUNDERS STREET 6/9/2016 TALLAKSEN BUILDERS
DESIGN/BUILD
P.O.BOX
TOPSFIELD,MA 01983
PH.887-3386
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eo�e��s<ade Doable 1-3/4"x 1440 VERSA-LAMB 2.0 3100 SP Simple Flip\SH01
Dry 11 span I No cantilevers 12.8/12 slope May 9,2016 12:18:07
BC GALGO Design Report _
Build 4516 File Name: BC CALC Project
Job Name: Description:Designs\SH01
Address: 90 Saunders st Specifier:
City,State,Zip:Andover,MA Designer:
Customer: Yankee Pine Company:
Code reports: ESR-1040 Misc:
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d=15-00-00 21-02-09
o=00-00-00 60 B1
Total of Horizontal Design Spans=21-02-09
Reaction Summary(Down t Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO 73310 1,87510
Bt 1,31010 3,75010
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160%1258
1 Equivalent Load Trapezoidal(Ib/ft) L 00-00-00 0 0 nla
21-02-09 159 530 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 20,829 ft-lbs 62.4% 115% 4 12-01-12
End Shear 5,009 lbs 46.8% 1159/. 4 21-01-11
Total Load Defl. 0240(1.088") 74.9% n/a 4 10-11-01
Live Load Defl. 0328(0.798") 73.2% n/a 5 10-11-01
Max Defl. 1.088" n/a nla 4 10-11-01
Span 1 Depth 18.2 n1a n/a 0 00-00-00
Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length
Plumb Cut with Hanger to dbl.top plate 2.8112 12-1/4" 21-02-09 22-00-13
Notes
Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+
112 intermediate bearing
Design meets Code minimum(U180)Total load deflection criteria.
Design meets Code minimum(0240)Live load deflection criteria.
Minimum bearing length for BO is 1-112".
Minimum bearing length for B1 is 1-15116".
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 118"were ignored in the results.
9ofse oas=ode Double 1-3/4"x 14"VERSA-LAM@ 2.0 3100 SP Simple Flip\SH01
Dry 1 span No cantilevers 2.8112 slope May 9,2016 12:16:07
BG CALCCN Design Report _
Build 4516 File Name: BC CALL Project
Job Name: Description:Designs1SH01
Address: 90 Saunders st Specifier:
City,State,Zip:Andover,MA Designer:
Customer: Yankee Pine Company:
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
—b— d Completeness and accuracy of input must
1be verified by anyone who would rely on
a ,,Q� output as evidence of suitability for
® 6 ® particular application.Output here based
' on building code-accepted design
' c properties and analysis methods.
Installation of Boise Cascade engineered
wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" C=10" (800)232-0788 before installation.
b minimum=2-1f2"d=24"
BC CALOV,BC FRAMER®,AJS-,
Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOISTO,BC RIM BOARD—,BC16,
Member has no Side loads. BOISE GLULAM-,SIMPLE FRAMING
Connectors are:112 in.Staggered Through Bolt SYSTEM@,VERSA-LAM,VERSA-RIM
PLUSO,VERSA-RIMS,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.G.
®else Czs=ade Triple 1-314"x 11-7/8"VE SA®LAM@ 2.0 3100 SP Floor Beam\FB01
Dry 1 span No cantilevers 0112 slope April 5,2016 16:19:27
BC GALGO Design Report
Build 4516 File Name: BC CALC Project
Job Name: Description:DesignsTB01
Address: 90 Saunders St Specifier:
City,State,Zip:Andover,MA Designer:
Customer: Yankee Pine Company:
Code reports: ESR-1040 Misc:
2-......
- - - - - - - - - - - -- - - - - - - - - - - - - - -
SO 12-00-00
B1
Total of Horizontal Design Spans=12-00-00
Reaction Summary(Down/Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO 5,040/0 1,54810
B1 5,04010 1,54810
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160%125%
1 Standard Load Unf.Area(lbtftA2) L 00-00-00 12-00-00 40 10 12-00-00
2 Lint.Area(IbtftA2) L 00-00-00 12-00-00 30 10 12-00-00
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 19,765 ft-lbs 61.91 1001 1 06-00-00
End Shear 5,422 lbs 45.8% 100% 1 01-00-12
Total Load Defl. 0412(0.35) 58.3% n1a 1 06-00-00
Live Load Dell. 0538(0.267") 66.9% nta 2 06-00-00
Max Defl. 0.35" 35% nla 1 06-00-00
Span I Depth 12.1 nla nta 0 00-00-00
Notes
Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+
112 intermediate bearing
Design meets Code minimum(1/240)Total load deflection criteria.
Design meets Code minimum(LI360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Minimum bearing length for SO is 1-11116".
Minimum bearing length for B1 is 1-11116".
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
e°Isecas�aae Triple 1-3/4"x 11-710"VERSA-LAM@ 2.0 3100 SP door Beare\FB01
Dry 1 span No cantilevers 10112 slope April 5,2016 16:19:27
BC CALCO Design Report _--
Build 4516 File Name: BC CALL Project
Job Name: Description:DesignsT1301
Address: 90 Saunders St Specifier:
City,State,Zip:Andover,MA Designer:
Customer: Yankee Pine Company:
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
t'!b'® of Completeness and accuracy of input must
a
be verified by anyone who would rely on
output as evidence of suitability for
particular application.Output here based
c —' on building code-accepted design
ty pmperhes and analysis methods.
e ® ° Installation of Boise Cascade engineered
j --t=-9. wood products must be in accordance with
� current Installation Guide and applicable
building codes.To obtain Installation Guide
24" or ask questions,please call
h minimum=3" d=24"
a minimum=2" C= (800)232-0788 before installation.
e minimum=3" BC CALCO,BC FRAMER@,AJS-,
ALLJOISTO.BC RIM BOARD-,BC10
Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING
Member has no side loads. SYSTEMS,VERSA-LAM@,VERSA-RIM
Connectors are:16d Sinker Nails PLUS@,VERSA-RIM@,
VERSA-STRANDS,VERSA-STUD@ are
trademarks of Boise Cascade Wood
Products LLC.
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