HomeMy WebLinkAboutSCHOONER LANE LVL INFO r
�,►+E Town.of Barnstable ;
Regulatory Services
a►x�sr"Br�. Thomas F.Geiler,Director
'°rEa ,;•`e Building Division
Thomas Perry,CBO,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.maxs
'Office: 508-862-4038 Fax: 508-790-6230
PLAN REVIEW
Owner: Map/Parcel:
Project Address Builder:
The following items were noted on reviewing:
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Reviewed by: tl [ `T'
Date:
Q:Forms:Plnrvw
double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 01
BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, February 07,2007 11:27
Build 057
File.Name: BC 2490
Job Name: J. Morin Overframe Description: Beam 01
Address: Concord II Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 249U.
12
_ 4 .
_1
1'
t'�
15-00-00
BO,3-1/2" B1,3-1/2
DL 1459 Ibs DL 1552 lb:
SL 838 Ibs SL 1674 lb
Total Horizontal Product Length=15-00-00 t
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Ttib
1 Roof Dead Load Unf.Area (psf) Left 00-00-00 15-00-00 15 0mar"Ut
2 High Roof Trapezoidal (plfl Left 05-04-00 180 300 nlc,
14-04-00 0 0 n/s
3 Low roof Snow load Trapezoidal(plf) Left 05-04-00 0 n/e
14-04-00 225 n/E
4 Low Roof Snow Load Unf. Lin. (plf) Right 00-00-00 00-08-00 225 n/E
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 11547 ft-Ibs 47.2% 115% 3 1 -Intemal Completeness and accuracy of input must
End Shear -2744 Ibs 30.2% 115% 3 1 -Right be verified by anyone who would rely on
Total Load Defl. U396(0.441") 45.5% 3 1 output as evidence of suitability for
Live Load Defl. U853(0.205") 28.1% 3 1 particular application.Output here based
on desig
Span/Depth 14.7 n/a 1 properties building ddanaly�sisted mme hods•
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance with
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable
BO Wall/Plate 3-1/2"x 3-1/2" 2297 Ibs 44.1% 25.0% Spruce-Pine-Fir building codes.To obtain Installation Guidi
B1 Wall/Plate 3-1/2"x 3-1/2" 3226 Ibs 62.0% 35.1% Spruce-Pine-Fir ( ask questions,please call
800)232-0788 before installation.
NotBC CALC®,BC FRAMER®,AJS-
ALLJODese n meets Code minimum(U180)Total load deflection criteria. BOISE ST®,BC RIM S MPLE FRAMING
ING,
9 BOISE GLULAM ,SIMPLE FRAMING
Design meets Code minimum(U240)Live load deflection criteria. SYSTEM®,VERSA-LAMO,VERSA-RIM
Member Slope=0, consider drainage. PLUS®,VERSA-RIM®, ,:
VERSA-STRAND®,VERSA`-STUD®are
Connection Diagram trademarks of Boise Wood Products,
L.L.C.
b —d—
c
a minimum=2" c=7-7/8" ljN/;tzGi� nN �cva'fc'
b minimum= 3" d= 12"
Member has no side loads.
Connectors are:16d Common Nails 2-
Page 1 of 1
Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 02
BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 08,2007 10:32
Build 057
File Name: BC 2490
Job Name: J. Morin Overframe Description: Beam 02
Address: Concord II Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2490
2
18-00-00
BO,3-1/2" B1,3-1/2
LL 1440 Ibs LL 1440 lb!
DL 2039 Ibs DL 2039 lb,
SL 419 Ibs SL 419 Ib.
Total Horizontal Product Length=18-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 Standard Load Unf.Area(psf) Left 00-00-00 18-00-00 40 12 04-00-OC
2 wall Unf. Lin. (plf) Left 00-00-00 18-00-00 0 80 n/e
3 Beam 01 at bearing BO Conc. Pt. (Ibs) Left 09-00-00 09-00-00 1459 838 n/s
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 21813 ft-Ibs 59.4% 115% 2 1 -Internal Completeness and accuracy of input must
End Shear 3088 Ibs 26.1% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. U281 (0.749") 85.4% 2 1 output as evidence of suitability for
Live Load Defl. U612(0.344") 58.8% 2 1 particular application.Output here based
Max Defl. 0.749" 74.9% 2 1 on building code-accepted design
operties and analysis methods.
Span/Depth 17.7 n/a 1 Instal at on of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Wall/Plate 3-1/2"x 5-1/4" 3898 Ibs 49.9% 28.3% Spruce-Pine-Fir (8 ask questions,please call
B1 Wall/Plate 3-1/2"x 5-1/4" 3898 lbs 49.9% 28.3% Spruce-Pine-Fir 00)232-0788 before installation.
BC CALCS,BC FRAMER®,AJS-,
ALLJOISTS,BC RIM BOARD- BCIS,
Notes BOISE GLULAMTm SIMPLE FRAMING
Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM
Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIMS,
Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDS are
trademarks of Boise Wood Products,
Connection Diagram
L.L.C.
b ►—d—
a
e 0 0 o
a minimum=2" c=7-7/8"
b minimum=3" d= 12" S
e minimum=3"
Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, .Z 7
please consult a technical representative or professional of Record.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are: 16d Common Nails
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Single 1-3/4" x 11-7/8"' VERSA-LAM® 2.0 3100 S Roof Beam\Beam 01
BC"CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 15,2007 14:34
Build 057
File Name: BC 2493
Job Name: J. Morin Overframe Description: Beam 01
Address: Concord 1 Specifier:
City, State,Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2493
�o
12
4
1 r
✓r. I
09-00-00
BO,3-1/2" B1,3-112
DL 904 Ibs DL 904 lb!
SL 1012 Ibs SL 1012 Ibi
Total Horizontal Product Length=09-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib,
1 Roof Dead Load Unf.Area(psf) Left 00-00-00 09-00-00 15 13-00-00
4 Roof Snow Load Unf. Lin. (plf) Left 00-00-00 09-00-00 225 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 3884 ft-Ibs 31.7% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 1371 Ibs 30.2% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U982(0.104") 18.3% 3 1 output as evidence of suitability for
Live Load Defl. U1858(0.055") 12.9% 3 1 particular application.Output here based-
Span/Depth 8.6 n/a 1 on building code-accepted design
properties and analysis methods.
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance with
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicible
BO Wall/Plate 3-1/2"x 1-3/4" 1916 Ibs 73.6% 41.7% Spruce-Pine-Fir building codes.To obtain Installation Guide-
B1 Wall/Plate 3-1/2"x 1-3/4" 1916 Ibs 73.6% 41.7% Spruce-Pine-Fir ( ask questions,please call
800)232-0788 before installation.
Notes BC CALCO,BC FRAMER®,AJSTMALUO ,
Design meets Code minimum(U180)Total load deflection criteria. BOISE ST®, M-,S MPLE FRAMING
ING,
BOISE GLULAM SIMPLE FRAMING
Design meets Code minimum(U240)Live load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM
Member Slope=0,consider drainage. PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Wood Products,
L.L.C.
r?
�,�• f�=�u6. .ram, i
/Sr1
Page 1 of 1
Ba$ETM Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 02
BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 15, 2007 15:50
Build 057
File Name: BC 2493
Job Name: J. Morin Overframe Description: Beam 02
Address: Concord 1 Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer. Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2493
3
2
5
4
1
i
y
18-00-00
BO,3-1/2" B1,3-1/2
LL 2700 Ibs LL 2700 lb!
DL 3851 Ibs DL 3851 lb:
SL 3206 lbs SL 3206 lb:
Total Horizontal Product Length=18-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 2nd floor Unf.Area(psf) Left 00-00-00 18-00-00 40 12 04-06-OC
2 wall Unf. Lin. (plf) Left 00-00-00 18-00-00 0 60 n/a
3 Beam 01 at bearing B1 Conc. Pt. (Ibs) Left 09-00-00 09-00-00 904 1012 n/a
4 ceiling Unf.Area(psf) Left 00-00-00 18-00-00 20 10 06-00-OC
5 roof Unf.Area(psf) Left 00-00-00 18-00-00 15 25 12-00-OC
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 45995 ft-Ibs 71.4% 115% 13 1 -Internal Completeness and accuracy of input must
End Shear 8168 Ibs 44.5% 115% 2 1 -Left be verified by anyone who would rely on
Total Load Defl. U307(0.685") 78.1% 13 1 output as evidence of suitability for
Live Load Defl. U512(0.412") 70.4% 13 1 particular application.Output here based
Max Defl. 0.685" 68.5°k 13 1 on building code-accepted design
properties and analysis methods.
Span/Depth 13.2 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guid(
BO Beam 3-1/2"x 5-1/4" 9757 Ibs 70.8% 70.8% Versa-Lam 2.0 ask questions,please call
(8
B1 Post 3-1/2"x 5-1/4" 9757 Ibs 17.7% 70.8% Versa-Lam 1.7 00)232-0788 before installation.
BC CALC®,BC FRAMER®,AJS-,
ALUOISTO,BC RIM BOARD TM' BCI®,
Cautions BOISE GLULAM- SIMPLE FRAMING
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
Notes VERSA-STRAND®,VERSA-STUD®are
Design meets Code minimum(U240)Total load deflection criteria. trademarks C of Boise wood Products,
Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria. .
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Page 1 of 2
. C�
Triple 1-3/4" x 16" VERSAA AM® 2.0 3100 SP Floor BeamlBeam 02
BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 15,2007 15:50
Build 057
File Name: BC 2493
Job Name: J. Morin Overframe Description: Beam 02
Address: Concord 1 Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2493
Connection Diagram Disclosure
b —d Completeness and accuracy of input must
be verified by anyone who would rely on
a output as evidence of suitability for
• o • 0 • particular application.Output here based
on building code-accepted design
properties and analysis methods.
• • Installation of BOISE engineered wood
e 0 0 o products must be in accordance with
Affi current Installation Guide and applicable
building codes.To obtain Installation Guide
a minimum=2" C= 12" or ask questions,please call
(800)232-0788 before installation.
b minimum=3" d= 12"
e minimum=3" BC CALC®,BC FRAMER®,AJS^''
ALLJOIST®,BC RIM BOARD-,BCIV,
Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMTm,SIMPLE FRAMING
please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM
Nailing schedule applies to both sides of the member. PLUS®,VERSA-RIM®,
Member has no side loads. VERSA-STRANDS,VERSA-STUD®are
Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products,
Connectors are:16d Common Nails L.L.C.
Double 1-3/4" x 11-718" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 03
BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 15,2007 15:50
Build 057
File Name: BC 2493
Job Name: J. Morin Overframe Description: Beam 03
Address: Concord 1 Specifier:
City State, Zip:Cape Cod, MA Designer:
Customer. Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2493
z
3
r,�yr _. �,"," G _„✓ :. t r,^..,iiz 2f0rf
05-D4-tit) 25
BO,3-1/2" B1,3-1/2'
LL 1457 lbs LL 1457 Ibi
DL 2242 lbs DL 2242 lb.,
SL 1670 lbs SL 1670 lb,
Total Horizontal Product Length=05-04-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib,
1 Standard Load Unf.Area(psf) Left 00-00-00 05-04-00 40 12 01-00-00
2 wall Unf. Lin. (plf) Left 00-00-00 05-04-00 0 80 n/a
3 Roof Unf.Area(psfl Left 00-00-00 05-04-00 15 25 01-00-00
4 Beam 02 at bearing BO Conc. Pt. (Ibs) Left 02-08-00 02-08-00 2700 3850 3206 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 12389 ft-lbs 50.6% 115% 2 1 -Internal Completeness and accuracy of input must
End Shear 5132 lbs 56.5% 115% 2 1 -Left be verified by anyone who would rely on
Total Load Defl. U1328(0.044") 18.1% 2 1 output as evidence of suitability for
Live Load Defl. U2245(0.026") 16.0% 2 1 particular application.Output here based
Max Defl. 0.0"'. 4.4% 2 1 on building code-accepted design
properties and analysis methods.
Span/Depth 4.9 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Wall/Plate 3-1/2"x 3-1/2" 5368 lbs 103.1% 58.4% Spruce-Pine-Fir ask questions,please call
(8
B1 Wall/Plate 3-1/2"x 3-1/2" 5368 lbs 103.1% 58.4% Spruce-Pine-Fir 00)232-07t18 before installation.
BC CALC®,BC FRAMER®,AJS-,
ALLJOISTO,BC RIM BOARD- BCI®,
Cautions BOISE GLULAM- SIMPLE FRAMING
Bearing length at bearing BO should be at least 3-5/8". SYSTEM®,VERSA-LAMS,VERSA-RIM
Bearing BO cannot support a load of 5368 lbs. PLUS®,VERSA-RIM®,
Bearing length at bearing B1 should be at least 3-5/8". VERSA-STRAND®,VERSA-STUD®are
Bearing B1 cannot support a load of 5368 lbs. trademarks of Boise Wood Products,
L.L.C.
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1 )Maximum load deflection criteria. ,o.� or,
RAL
No. 35314
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ime$e� Singie 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 01
BC CALCS 9.3 Design Report-US 1 span No cantilevers 16.4/12 slope Thursday, February 15,2007 17:50
Build 057
File Name: BC CALC Project
Job Name: J. Morin Description: Beam 01
Address: Vineyard Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code.reports: ESR71040 Misc: Job 2502
12
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21
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+ �, ., ;... x
17-00-0U Lei
BO,3-1/2" B1,3-1/2
DL 462 Ibs DL 884 lb:
SL 595 Ibs SL 1215 lb:
Total Horizontal Product Length=17-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 Hip Trapezoidal (plf) Left 00-00-00 0 0 n/a
17-00-00 128 213 We
Controls Summary value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 6499 ft-Ibs 53.1% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear -1649 Ibs 36.3% 115% 3 1 -Right be verified by anyone who would rely on
Total Load Defl. U300(0.749") 59.9% 3 1 output as evidence of suitability for
Live Load Defl. U525(0.428") 45.7% 3 1 particular application.Output here based
desi
Span/Depth 16.7 n/a 1 on
building ddanaly is sted me hods•
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance:with
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable
BO Wall/Plate 3-1/2"x 1-3/4" 1057 lbs 40.6% 23.0% Spruce-Pine-Fir building codes.To obtain Installation Guidc
B1 Wall/Plate 3-1/2"x 1-3/4 (8
" 2099 Ibs 80.6% 45.7% Spruce-Pine-Fir ask questions,please call
00)232-0788 before installation.
Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALCS,BC FRAMERS,AJSTM
Plumb Cut with Hanger to dbl.top plate 6.4/12 10-3/4" 17-00-00 19-09-09 ALLJOISTS,BC RIM BOARDTm BCIS,
BOISE GLULAMTM-,SIMPLE FRAMING
Notes PLUSS ®ERSA RI®MS,VERSA-RIM
Design meets Code minimum(U180)Total load deflection criteria. VERSA-STRANDS,VERSA-STUDS are
Design meets Code minimum(U240)Live load deflection criteria. trademarks of Boise Wood Products,
L.L.C.
et!is STRiiorll r3i %os
ya`: do S r.'{34
2 S, 0-7
Page 1 of 1
E" Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 02
BC CALL®9.3 Design Report-US 1 span ( No cantilevers 16.4/12 slope Thursday, February 15,2007 17:60
Build 057
File Name: BC CALC Project
Job Name: J. Morin Description: Beam 02
Address: Vineyard Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2502
�6.4
12
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xt +G �
17-00-00
BO,3-1/2" 81,3-1/2
DL 884 Ibs DL 462 lb,.
SL 1215 ibs SL 595 lb!
Total Horizontal Product Length=17-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115%, 133% 125% Trib.
1 Hip Trapezoidal(plf) Right 00-00-00 0 0 n/a
17-00-00 128 213 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 6499 ft-Ibs 53.1% 115% 3 1 - Internal Completeness and accuracy of input must
End Shear 1649 Ibs 36.3% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U250(0.902") 72.1% 3 1 output as evidence of suitability for
Live Load Defl. U434(0.519") 55.3% 3 1 particular application.Output here based
Span/Depth 16.7 n/a 1 on building code-accepted design
P P properties and analysis methods.
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance with
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable
BO Wall/Plate 3-1/2"x 1-3/4" 2099 lbs 80.6% 45.7% Spruce-Pine-Fir building codes.To obtain Installation Guide
B1 Wall/Plate 3-1/2"x 1-3/4" 1057 Ibs 40.6% 23.0% Spruce-Pine-Fir (8 ask questions,please call
00)232-0788 before installation.
Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALCO,BC FRAMER®,AJS-
Plumb Cut with Hanger to dbl.top plate 6.4/12 10-3/4" 17-00-00 19-09-09 ALUOISTO,BC RIM BOARD- BCI®,
BOISE GLULAM-,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
Notes PLUS®,VERSA-RIM®,
Design meets Code minimum(U180)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Design meets Code minimum(U240)Live load deflection criteria. trademarks of Boise wood Products,
L.L.C.
c.a STRUCTURA,L
�fo. 53
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Page 1 of 1
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BO�SE� ®oubie 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 01
BC CALC®9.3 Design Report-US 1 span No cantilevers 1 8.5/12 slope Thursday, February 15,2007 16:33
Build 057
File Name: BC CALC Project
Job Name: J. Morin Description:Beam 01
Address: Lexington 2 Specifier:
City State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2501
�8.5
12
2
35,
-
15-06-00
BO,3-1/2" B1,3-1/2'
DL 1591 Ibs DL 1053 lb:
SL 2012 Ibs SL 1281 lb,
Total Horizontal Product Length=15-06-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% :. Tribe
1 valley Trapezoidal(pif) Left 00-00-00 60 100 n/a
15-06-00 0 0 n/a
2 valley Trapezoidal (plf) Left 00-00-00 150 250 n/a
15-06-00 45 75 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 10942 ft-Ibs 44.7% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 2832 Ibs 31.2% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U308(0.72") 58.5% 3 1 output as evidence of suitability for
Live Load Defl. U553(0.4") 43.4% 3 1 particular application.Output here based
Span/Depth 15.2 n/a 1 on building code-accepted design
P P properties and analysis methods.
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance with
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable
BO Wall/Plate 3-1/2"x 3-1/2" 3603 Ibs 69.2% 39.2% Spruce-Pine-Fir building codes.To obtain Installation Guide
131 Wall/Plate 3-1/2"x 3-1/2" 2334 Ibs 44.8% 25.4% Spruce-Pine-Fir ( ask questions,please call
800)232-0788 before installation.
Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALC®,BC FRAMER®,AJS-
Plumb Cut with Hanger to dbl. top plate 8.5/12 14-1/2" 15-06-00 19-08-06 ALLJOISTO,BC RIM BOARDTm BCIS,
BOISE GLULAMT ,SIMPLE FRAMING
SYSTEM ,VERSA-LAM8,
Notes PLUS® ®ERSA RI @, VERSA-RIM
Design meets Code minimum(U180)Total load deflection criteria. VERSA-STRANDS,VERSA-STUD®are
Design meets Code minimum(U240)Live load deflection criteria. trademarks of Boise wood Products,
L.L.C.
Connection Diagram
b T d_-
- • • • "�'%st .��l �� fir,.,:'�:4�� '
lo
a minimum=2" c=7-7/8"
b minimum=3" d= 12" , �LlL
Member has no side loads.
Connectors are:16d Common Nails
Page 1 of 1
r'
® Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 02
BC CALC®9.3 Design Report-US 1 span I No cantilevers 0112 slope Thursday, February 15,2007 16:33
Build 057
File Name: BC CALC Project
Job Name: J. Morin Description: Beam 02
Address: Lexington 2 Specifier:
City, State,Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2501
'1�0
12
g3
1
,n - y,uL 2^
� r"rrr
17-06-00Y
BO,3-1/2" B1,3-1/2
DL 1486 Ibs DL 2393 lb:
SL 2179 Ibs SL 2995 lb,
Total Horizontal Product Length=17-06-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Roof Unf.Area(psf) Left 00-00-00 04-00-00 15 25 11-00-00
2 roof Trapezoidal(plf) Left 04-00-00 165 275 n/a
15-00-00 0 0 n/a
3 Beam 01 at bearing B1 Conc. Pt. (Ibs) Left 15-00-00 15-00-00 1053 1281 n/a
4 Beam 01 at bearing B1 Conc. Pt. (Ibs) Left 15-00-00 15-00-00 1053 1281 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 14713 ft-Ibs 60.1% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear -5373 lbs 59.2% 115% 3 1 -Right be verified by anyone who would rely on
Total Load Defl. U236(0.868") 76.4% 3 1 output as evidence of suitability for
Live Load Defl. U407(0.503") 59.0% 3 1 particular application.Output here based
Span/Depth 17.2 n/a 1 on
buildingand danalys code-accepted
hods.
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance with
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable
BO Wall/Plate 3-1/2"x 3-1/2" 3665 lbs 70.4% 39.9% Spruce-Pine-Fir building codes. , obtain Installation Guide
B1 Wall/Plate 3-1/2"x 3-1/2" 5388 lbs 103.5% 58.6% Spruce-Pine-Fir ( ask questions,please call
800)232-0788 before installation.
Cautions BC CALC®,BC FRAMER®,AJST'"
BearingALLJOlength at bearing B1 should be at least 3-5/8". BOISE ST®,BC RIMSIMPLE
FRBOARDTAMING
ING,
9 9 BOISE GLULAM ,SIMPLE FRAMING
Bearing 131 cannot support a load of 5388 lbs. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
Notes VERSA-STRANDS,VERSA-STUDS are
Design meets Code minimum(U180)Total load deflection criteria. trademarks of Boise wood Products,
L.L.C.
Design meets Code minimum(U240)Live load deflection criteria.
Member Slope=0, consider drainage. "f`; `" *..
Fy
E? 6 t STaUCTURAL z;
N . 3 r 3 n, r .
T �e
L �S 7
BOl.SE" Triple 1-314" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 03
BC CALC®9.3 Design Report-US 2 spans Left cantilever 0112 slope Thursday, February 15, 2007 16:33
Build 057
File Name: BC CALC Project
Job Name: J. Morin Description: Beam 03
Address: Lexington 2 Specifier:
City, State,Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2501
ti
02-00-00 12-00-00
B1,3-1/2" B2,3-1/2'
LL 430 Ibs LL 326 lb,
DL 3040 Ibs DL 0 lb,
SL 3504 Ibs
Total Horizontal Product Length=14-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 40 12 01-04-00
2 Beam 02 at bearing 131 Conc. Pt. (Ibs) Left 00-00-00 00-00-00 2392 2995 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 38 ft-Ibs 0.2% 100% 16 2-Internal Completeness and accuracy of input must
Neg. Moment -10941 ft-Ibs 45.5% 115% 2 1 -Right be verified by anyone who would rely on
End Shear 778 Ibs 7.1% 115% 13 2-Right output as evidence of suitability for
Cont. Shear 5476 Ibs 50.2% 115% 13 1 -Right particular application.Output here based
Uplift 746 Ibs n/a 13 2-Right on building code-accepted design
P 9 properties and analysis methods.
Total Load Defl. 2xU220(0.218") 81.7% 13 1 -Cantilever Installation of BOISE engineered wood
Live Load Defl. 2xU379(0.127") 63.3% 13 1 -Cantilever products must be in accordance with
Total Neg. Defl. -0.20T' 41.4% 13 2 current Installation Guide and applicable
Max Defl. 0.218" 21.8% 13 1 -Cantilever building codes.To obtain Installation Guide
Span/Depth 14.9 n/a 2 or ask questions,please call
(800)232-0788 before installation.
%Allow %Allow BC CALC®,BC FRAMER®,AJS-,
Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARD- BCI®,
61 Wall/Plate 3-1/2"x 5-1/4" 6974 Ibs 89.3% 50.6% Spruce-Pine-Fir BOISE GLULAM- SIMPLE FRAMING
B2 Wall/Plate 3-1/2"x 5-1/4" 326 Ibs 4.2% 2.4% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRANDS,VERSA-STUD®are
Cautions trademarks of Boise Wood Products,
Uplift of 746 Ibs found at span 2-Right. L.L.C.
Notes
Design meets Code minimum(2xU180)Total load deflection criteria.
Design meets Code minimum(2xU240)Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
SWANS
STRUCI'URAL �
2 /S n1
Double 1-3/4" x 9-1/2" VERSAAAMO 2.0 3100 SP Floor BeamlBeam 04
BC CALC@ 9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 15,2007 16:33
Build 057
File Name: BC CALC Project
Job Name: J. Morin Description: Beam 04
Address: Lexington 2 Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2501
- - .- 2
3
lie
—` ✓ • "- .r•„',m, < .* h .1 y •r z `tp r i ,:. A 5^ Yt °�'3' :•rt
a LC,� ,�• r.' � -y;t� k :)i; c F.�s .�; _fir" k.: >, -
05-06-00
BO,3-1/2" B1,3-1/2
LL 1268 Ibs LL 1481 lb,
DL 1449 Ibs DL 2957 lb,
SL 883 Ibs SL 2621 IN
Total Horizontal Product Length=05-06-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90%, 115% 133% 125% Trib.
1 Standard Load Unf.Area(psf) Left 00-00-00 05-06-00 40 12 08-08-00
2 wall Unf. Lin. (plf) Left 00-00-00 05-06-00 0 60 n/a
3 ceiling Unf.Area(psf) Left 00-00-00 05-06-00 10 10 07-06-00
4
4 Beam 03 at bearing 61 Conc. Pt. (Ibs) Left 04 00 00 0400-0 0 30 3040 3504 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 8221 ft-Ibs 51.2% 115% 2 1 -Internal Completeness and accuracy of input must
End Shear -6333 Ibs 87.2% 115% 2 1 -Right be verified by anyone who would rely on
Total Load Defl. U938(0.065") 25.6% 2 1 output as evidence of suitability for
Live Load Defl. U1607(0.038") 22.4% 2 1 particular application.Output here based
0.065" 6.5% 2 1 on building code-accepted design
Max Defl.
Span/Depth .4 5% 1 properties and analysis methods.
p p Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Wall/Plate 3-1/2"x 3-1/2" 3600 Ibs 69.2% 39.2% Spruce-Pine-Fir 8 ask questions,please call
(
B1 Wall/Plate 3-1/2"x 3-1/2" 7059 Ibs 135.6% 76.8% Spruce-Pine-Fir 00)232-0788 before installation.
BC CALC®,BC FRAMER®,AJS-,
ALLJOIST@,BC RIM BOARD'"' BCI@,
Cautions BOISE GLULAMim,SIMPLE FRAMING
Bearing length at bearing 131 should be at least 4-3/4". SYSTEM@,VERSA-LAM®,VERSA-RIM
Bearing B1 cannot support a load of 7059 lbs. PLUS@,VERSA-RIM®,
VERSA-STRAND@,VERSA-STUD®are
Notes trademarks of Boise Wood Products,
Design meets Code minimum(U240)Total load deflection criteria. L.L.C.
Design meets Code minimum(U360) Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
Connection Diagram ---. :o
PAUL
,'I�=' Sifl1AP�SO3� n
c ; S'fFJUL-fURAL
J
�°''�,r"•'i(ji�'!L PGA.\`'' ;A
a minimum=2" c=5-1/2" Z !�^t n
b minimum= 3" d= 12"
Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads,
please consult a technical representative or professional of Record.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are:16d Common Nails
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s
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Ir
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Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 01
BC CALC®9.3 Design Report-US 1 span No cantilevers 8.5/12 slope Thursday, February 08, 2007 10:07
Build 057
File Name: BC 2492
Job Name: J. Morin Project Description:Beam 01
Address: Lexington 1 Specifier:
City, State, Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2492
12
w + w w ► + + w w w + w + � + + + w + w � +
t p..+I,
14-10-00
BO,3-1/2" B1,3-1/2'
DL 1060 Ibs DL 5451bs
SL 1370 Ibs SL 670 lb,
Total Horizontal Product Length=14-10-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Valley Trapezoidal(ply Left 00-00-00 165 275 n/a
14-10-00 0 0 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 6497 ft-Ibs 53.1% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 1836 Ibs 40.4% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U266(0.796") 67.7% 3 1 output as evidence of suitability,for
% 3 1 particular application.Output here based
Live Load Defl. U474(0.447") 50.7
Span/Depth 14.5 n 1 on building code-accepted design
P P properties and analysis methods.
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance with,.
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable
BO Wall/Plate 3-1/2"x 1-3/4" 2431 Ibs 93.4% 52.9% Spruce-Pine-Fir building codes.To obtain Installation Guide
B1 Wall/Plate 3-1/2"x 1-3/4" 1215 Ibs 46.7% 26.4% S P (8 Spruce-Pine-Fir (8 ask questions,please call
00)232-0788 before installation.
Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALC®,BC FRAMERS,AJS-
Plumb Cut with Hanger to dbl.top plate 8.5/12 14-1/2" 14-10-00 18-10-09 ALLJOISTV,BC RIM BOARDTM' BCIS,
BOISE GLULAM rm,SIMPLE FRAMING
Notes PLUS® ® AERSA RIM®M®,VERSA-RIM
Design meets Code minimum(U180)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Design meets Code minimum(L/240)Live load deflection criteria. trademarks of Boise wood Products,
L.L.C.
w `'=' STRUC-1UR L
v o
tf
2 00 o7
f
�tr
'Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamkBeam 02
BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 08,2007 10:07
Build 057
File Name: BC 2492
Job Name: J. Morin Project Description:Beam 02
Address: Lexington 1 Specifier:
City, State,Zip:Cape Cod, MA Designer:
Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc.
Code reports: ESR-1040 Misc: Job 2492
�o
12
1
-s , t fil aid
`" - a i-''s a h. rJ Jt .y •s' taM 1 - + 5 _y to 'knX xr r �,Y r
_ x r + ;>a, •fi'�L;J, 6 �
29 18-00-00
BO,3-1/2" B1,3-1/2
DL 2201 Ibs DL 2239 IN
SL 3205 Ibs SL 3188 IN
Total Horizontal Product Length=18-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Roof Unf.Area(psf) Left 00-00-00 18-00-00 15 25 09-00-00
2 Add'I roof (P�
Trapezoidal Left 00-00-00 83 138 n/a
P
10-06-00 0 0 n/a
3 Add'I roof Trapezoidal(plf) Left 10-06-00 0 0 n/a
18-00-00 45 75 n/a
4 Beam 01 at bearing B1 Conc. Pt. (Ibs) Left 10-06-00 10-06-00 545 669 n/a
5 Beam 01 at bearing 61 Conc. Pt. (Ibs) Left 10-06-00 10-06-00 545 669 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 26608 ft-Ibs 72.5% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 4803 Ibs 35.3% 115% 3 1 -Right be verified by anyone who would rely on
Total Load Defl. U219(0.963") 82.3% 3 1 output as evidenoe of suitability for
Live Load Defl. U374(0.563") 64.2% 3 1 particular application.Output here based
Span/Depth 17.7 n/a 1 on
and nalysistme hoded s.
Installation of BOISE engineered wood
%Allow %Allow products must be in accordance with
Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable
BO Wall/Plate 3-1/2"x 5-1/4" 5406 Ibs 69.2% 39.2% Spruce-Pine-Fir building codes.To obtain Installation Guide
r asklease call
B1 Wall/Plate 3-1/2"x 5-1/4" 5428 Ibs 69.5% 39.4% Spruce-Pine-Fir (800)232-0788 buestionsefore installation.
Notes BC CALC®,BC FRAMER®,AJSTOA
Design meets Code minimum U180)Total load deflection criteria. BOISEALLJO ST®, M1m,S MPLE FRBOARDIAMING
ING,
g ( BOISE GLULAM SIMPLE FRAMING
Design meets Code minimum(U240)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM
Member Slope=0,consider drainage. PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Wood Products,
L.L.C.
rj1`. -
I ' r,n.
P�
28 07
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