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HomeMy WebLinkAboutBLD-18-5842 • ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1Beam01 ' 112 Dry I 1 span I No cantilevers!0/12 slope August 8, 2018 10:56:49 BC CALC®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel _ Description: Designs\Beam01 Address: 8 Schooner Street Specifier. Paul W. Swanson, P.E. City,State, Zip:West Yarmouth, MA Designer. Customer. Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 /o u • 1111111111111111111111111111111111111111111 ) 16-02-00 B1 BO Total Horizontal Product Length=16-02-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,552/0 2,910/0 81, 3-1/2" 1,552/0 2,910/0 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(Ib/ft^2) L 00-00-00 16-02-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos.Moment 17,027 ft-lbs _ 69.6% 115% 4 08-01-00 RECEIVED End Shear 3,755 lbs 41.3% 115% 4 01-03-06 Total Load Defl. 1J243(0.774") 73.9% n/a 4 08-01-00 Live Load Defl. U373(0.505") 64.3% n/a 5 08-01-00 SEP - 6 2018 Max Defl. 0.774" 77.4% n/a 4 08-01-00 Span/Depth 15.9 n/a n/a 0 00-00-00 BUILDING DEPARTMENT By: %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,462 lbs 50.2% 48.6% Spruce Pine Fir B1 Post 3-1/2"x 3-1/2" 4,462 lbs 50.2% 48.6% Spruce Pine Fir Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. �L+„�� For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow FA OFssv surcharge load. },,�4a PAUL cPa• st" SWANSON rn Notes ' o •;TRUCTUPAL 0 y b Design meets Code minimum(U180)Total load deflection criteria. ..pi.,No.353340 et-, / Design meets Code minimum(1J240)Live load deflection criteria. PQ vQ/STE `O Design meets arbitrary(1") Maximum Total load deflection criteria. `P.#44S/ *' Calculations assume member is fully braced. PNAL f BC CALC®analysis is based on IBC 2009. yi / Design based on Dry Service Condition. / , Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1Beam01 Dry j 1 span I No cantilevers j 0/12 slope August 8,2018 10:56:49 BC CALC®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam01 Address: 8 Schooner Street Specifier: Paul W. Swanson, P.E. City,State,Zip:West Yarmouth, MA Designer: Customer. Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 Connection Diagram Disclosure CI Completeness and accuracy of input must be verified by anyone who would rely on a b �d� %� output as evidence of suitability for •_ Ir• • r particular application.Output here based building properties and analysis me hods • AN. 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=7-7/8" (800)232-0788 before installation. bminimum=3" d=24" BC CALL®,BC FRAMER®,AJS"', Member has no side loads. ALLJOIST®,BC RIM BOARDTM,BCI®, Connectors are: 16d Sinker Nails BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM • PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1Beam02 Dry I 1 span I No cantilevers 10/12 slope August 8,2018 10:56:50 BC CALL®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam02 Address: 8 Schooner Street Specifier: Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Brigham,JimCompany: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 11 lllllillil 1111111i11111111111111111111 12-08-00 BO B1 Total Horizontal Product Length=12-08-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,2-1/2" 126/0 1,625/0 2,787/0 B1,3-1/2" 127/0 206/0 123/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Ceiling Unf.Area(Ib/ftA2) L 00-00-00 12-08-00 20 10 01-00-00 2 Beam01 at bearing ... Conc. Pt. (lbs) L 00-08-00 00-08-00 1,552 2,910 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,299 ft-lbs 9.4% 115% 2 00-08-00 End Shear 1,990 lbs 21.9% 115% 2 01-02-06 Total Load Defl. L/999(0.052") n/a n/a 3 05-07-14 Live Load Defl. U999(0.027") n/a n/a 6 05-07-14 Max Defl. 0.052" n/a n/a 3 05-07-14 Span/Depth 12.4 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 2-1/2"x 3-1/2" 4,412 lbs 59.3% 67.2% Douglas Fir • B1 Wall/Plate 3-1/2"x 3-1/2" 395 lbs 7.6% 4.3% Spruce Pine Fir Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. H OF M4y BC CALCS analysis is based on IBC 2009. „'ry��� S4o • Design based on Dry Service Condition. a - SPAU cw yen' WANSON .. 1c\_._ STRUCTURAL yq N).353340 Qr99 �G1STE�'',N% ,d" SSIONALEN/ 12121.1.: » 6119/10/1"—_ Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam%BeamO2 • Dry j 1 span I No cantilevers 0/12 slope August 8;2018 10:56:50 BC CALL®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam02 Address: 8 Schooner Street Specifier: Paul W. Swanson, P.E. City,State,Zip:West Yarmouth, MA Designer. Customer. Brigham, Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 Connection Diagram Disclosure Completeness and accuracy of input must be verified by anyone who would rely on a b �d %� output as evidence of suitability for T• C • eN particular application.Output here based properties on building n and analysis code-accepted design 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=7-7/8" (800)232-0788 before installation. b minimum=3" d =24" BC CALCS,BC FRAMER®,MST", Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOIST®,BC RIM BOARDTM BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Double 14/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1Beam03 Dry I 1 span I No cantilevers 10/12 slope August 8,2018 10:56:50 BC CALC®Design Report = Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam03 Address: 8 Schooner Street Specifier. Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 iz • 1111111111111111111111111111111111111111111 BO 10-06-00 B1 Total Horizontal Produd Length=10-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,3-1/2" 602/0 1,103/0 B1, 3-1/2" 602/0 1,103/0 Live Dead Snow Wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft"2) L 00-00-00 10-06-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 4,092 ft-lbs 25.5% 115% 4 05-03-00 End Shear 1,353 lbs 18.6% 115% 4 01-01-00 Total Load Defl. U811 (0.148") 22.2% n/a 4 05-03-00 Live Load Defl. U999 (0.096") n/a n/a 5 05-03-00 Max Defl. 0.148" 14.8% n/a 4 05-03-00 Span/Depth 12.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 1,704 lbs 32.7% 18.6% Spruce Pine Fir B1 Wall/Plate 3-1/2"x 3-1/2" 1,704 lbs 32.7% 18.6% Spruce Pine Fir Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow �,►�� surcharge load. rN OF M4`- .t PAULW 5410 Notes s 1 S AULW T . Design meets Code minimum (U180)Total load deflection criteria. ,: Design meets Code minimum (L/240)Live load deflection criteria. 1 .4 STRUCTURAL 0, l Design meets arbitrary(1") Maximum Total load deflection criteria. a ;,, 96' 3533�o Q 4' Calculations assume member is fully braced. ' �- 0/STS �4 if, BC CALC®analysis Is based on IBC 2009. S/OVALE .--^ Design based on Dry Service Condition. • 4W� $/8/2018 Page 1 of 2 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamlBeamO3 • Dry j 1 span j No cantilevers 10/12 slope August 8, 2018 10:56:50 BC CALL®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam03 Address: 8 Schooner Street Specifier: Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer: Customer: Brigham, Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 Connecrtion Diagram Disclosure Completeness and accuracy of input must be verified by anyone who would rely on a b �d� %S output as evidence of suitability for e e e particular application.Output here based on ilbuilding code-accepted lys design properties Installation of Boise Cascade engineered e 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=5-1/2" (800)232-0788 before installation. b minimum=3" d =24" BC CALC®,BC FRAMER®,AJSTM, Member has no side loads. ALLJOIST®,BC RIM BOARDTM,BCI®, Connectors are: 16d Sinker Nails BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Caseade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam04 • Dry I 1 span I No cantilevers 10/12 slope August 8,2018 10:56:50 BC CALC®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam04 Address: 8 Schooner Street Specifier. Paul W.Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer: Customer: Brigham, Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 . . Misc: job 5917 12 111111111111111111111111111111111111 2-06-00 I- BO 61 Total Horizontal Product Length=02-0600 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3" 1,255/0 2,329/0 B1,3" 402/0 731 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft^2) L 00-00-00 02-06-00 15 30 02-00-00 2 Beam01 at bearing ... Conc. Pt. (lbs) L 00-08-00 00-08-00 1,552 2,910 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,696 ft-lbs 6.9% 115% 2 00-08-00 End Shear 1,007 lbs 11.1% 115% 2 01-03-02 Total Load Defl. U999(0.001") n/a n/a 2 01-01-09- Live Load Defl. U999 (0.001") n/a Na 3 01-01-06 Max Defl. 0.001" n/a Na 2 01-01-09 Span/Depth 2A n/a Na 0 00-00-00 %Allow %Allow Bearing Supports Dim.(Lx W) Value Support Member Material BO Post 3"x 3-1/2" 3,584 lbs 47.1% 45.5% Spruce Pine Fir B1 Post 3"x 3-1/2" 1,133 lbs 14.9% 14.4% Spruce Pine Fir Cautions C �� _ For roof members with slope(1/4)/12 or less final design must ensure that ponding instability tH OF M4 --Y will not occur. ytti� '&o • For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow '�//Pa r-ut.w. t. surcharge load. Z1- ../JANSON r�, pi•=! STRUCTURAL N 17 Notes \ ,NO.353340 Design meets Code minimum (U180)Total load deflection criteria. °}.y�F FGISTEQ�.,,s Design meets Code minimum (L/240) Live load deflection criteria. `'•1/.>SS/oNALEwt4 Design meets arbitrary(1") Maximum Total load deflection criteria. - ,'.4 Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. glBJ20,1 Design based on Dry Service Condition. / • Page 1 of 2 ®Boise Cascade Double 1-314" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam04 • Dry 1 1 span I No cantilevers 1 0/12 slope August 8, 2018 10:56:50 BC CALCS Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam04 Address: 8 Schooner Street Specifier. Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer: Customer. Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 Connection Diagram Disclosure Completeness and accuracy of input must be verified by anyone who would rely on %\ a b�+ output as evidence of suitability for I• r• • ii particular application.Output here based on building code-accepted design c Inallllat on ofBoise ascadeerties and analysis oengineered s. • wood products must be in accordance with �� Installation current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=3" d=24" BC CALL®,BC FRAMER®,AJSTM, Connection design assumes point load is top-loaded. For connection design of side-loaded ALWOIST®,BC RIM BOARDTM,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam1Beam05 - Dry! 5 spans 1 Left&Right cantilevers!0/12 slope August 8,2018 10:56:51 BC CALM,Design Report . Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam05 Address: 8 Schooner Street Specifier. Paul W. Swanson, P.E. City, State, Zip:West Yarmouth, MA Designer. Customer. Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 /-----o 12 11111111111111111111 ! 11111111111111111111 01-06-00 B ,.`...,.,,03-06-00 i - � o-0o B2 B3 03-OB-oa B4 01-06-00 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live 81, 3" 323/0 665/0 B2, 3" 576/0 1,135/0 83, 3" 576/0 1,135/0 B4, 3" 323/0 665/0 Live Dead Snow Wind Roof Live Trib. Load Summary . Taq Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft^2) L 00-00-00 16-00-00 15 30 07-00-00 Controls Summary value %Allowable Duration Case Location Pos.Moment 673 ft-lbs 7% 115% 17 08-00-10 Neg. Moment -821 ft-lbs 8.5% 115% 17 05-00-00 Cont. Shear 746 lbs 13.5% 115% 18 10-03-04 Total Load Defl. L/999(0.015") n/a n/a 17 08-00-10 Live Load Defl. L/999(0.01") n/a n/a 26 08-00-10 Total Neg. Deft. U999(-0.003") n/a n/a 17 12-04-05 • Max Defl. 0.015" n/a n/a 17 08-00-10 Cant. Max Defl. 0.005" n/a n/a 12 00-00-00 Span/Depth 9.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(Lx W) Value Support Member Material 131 Post 3"x 3-1/2" 988 lbs 13% 12.6% Spruce Pine Fir 82 Post 3"x 3-1/2" 1,710 lbs 22.5% 21.7% Spruce Pine Fir q.r OF M4S 83 Post 3"x 3-1/2" 1,710 lbs 22.5% 21.7% Spruce Pine Fir 4., Sq\" 84 Post 3"x 3-1/2" 988 lbs 13% 12.6% Spruce Pine Fir -'Q.* PAUL W % -c SWANSON m , Cautions e 5 STRUCTURAL y), a Na.35334 For roof members with slope(1/4)/12 or less final design must ensure that ponding instability .0 9 ,00 t will not occur. SooF.coiSTEP ,�� . For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow hit se/ONALE�%+-- surcharge load. /� / ai T Notes // ff/0/2.0/8 Page 1 of 2 ®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam1Beam05 Dry j 5 spans! Left&Right cantilevers j 0/12 slope August 8,2018 10:56:51 BC CALL®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam05 Address: 8 Schooner Street Specifier: Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer. Customer: Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 Design meets Code minimum (U180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240)Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1")Cantilever Maximum Total load deflection criteria. output as evidence of su for particular application.Output here based Calculations assume member is fully braced. on building code-accepted design BC CALCS analysis is based on IBC 2009. properties and analysis methods. Design based on Dry Service Condition. Installation of Boise Cascade engineered Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at current Installation Guide and applicable ends. building codes.To obtain Installation Guide or ask questions,please call Connection Diagram (800)232-0788 before installation. b r �d� BC CALC®,BC FRAMER®,AJS" „ ALLJOIST®,BC RIM BOARD^" BCI®, a �� BOISE GLULAMTM SIMPLE FRAMING SYSTEM } • • • �\ PLRS ,VERSA-LAM®,VERSA-RIM ®,V RSA-RIAND®,®RSASTUD®are trademarks of Boise Cascade Wood • / Products L.L.C. a minimum =2" c= 3-1/4" • b minimum =3" d =24" Member has no side loads. Connectors are: 16d Sinker Nails • ®Boise Cascade Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamSeam06 Dry 11 span I No cantilevers ! 0/12 slope August 8,2018 10:56:51 BC CALC®Design Report Build 6536 File Name: ,BC 5917 Job Name: Remodel Description: Designs\Beam06 Address: 8 Schooner Street Specifier. Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 /10 12 11111111111111111111111111111111111111111 06-06-00 . . ",.B BO 1 . Total Horizontal Product Length=06-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3" 213/0 390/0 B1, 3" 213/0 390/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ftA2) L 00-00-00 06-06-00 15 30 04-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 870 ft-lbs 15.2% 115% 4 03-03-00 End Shear 472 lbs 11.2% 115% 4 00-08-08 Total Load Defl. L/999(0.061") n/a n/a 4 03-03-00 Live Load Defl. L/999 (0.039") n/a n/a 5 03-03-00 Max Defl. 0.061" n/a n/a 4 03-03-00 Span/Depth 13.4 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(Lx W) Value Support Member Material . BO Post 3"x 3-1/2" 603 lbs 7.9% 7.7% Spruce Pine Fir B1 Post 3"x 3-1/2" 603 lbs • 7.9% 7.7% Spruce Pine Fir Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. S' OF MgsSO Notes D9.14 W. Cys Design meets Code minimum(L/180)Total load deflection criteria. •••- 5:AHL VV.1 Design meets Code minimum(1/240) Live load deflection criteria. C3 TRUCTURAL N Design meets arbitrary(1") Maximum Total load deflection criteria. iTRUCTURAL c 35334 Calculations assume member Is fully braced. 6 BC CALC®analysis is based on IBC 2009. lb F F0/STS, ��V Design based on Dry Service Condition. n� Fss/OVALE ' / W' 8/g/told ®Boise Cascade Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam06 Dry 1 1 span I No cantilevers j 0/12 slope August 8,2018 10:56:51 BC CALL®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description: Designs\Beam06 Address: 8 Schooner Street Specifier: Paul W. Swanson, P.E. City,State, Zip:West Yarmouth, MA Designer. • Customer. Brigham,Jim Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5917 Connection Diagram Disclosure b Completeness and accuracy of Input must be verified by anyone who would rely on a % output as evidence of suitability for . f• • /„ particular application.Output here based propertieson landdesigncode-accepted 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= 1-1/2" (800)232-0788 before installation. b minimum =3" d =24" BC CALC®,BC FRAMER®,AJSTM, Member has no side loads. ALLJOIST®,BC RIM BOARD",BCI®, Connectors are: 16d Sinker Nails BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. • ®Boise Cascade Double 2 x 6 SPF #2 • Roof Beam1Beam07 Dryj 1 span I No cantilevers!0/12 slope August 8,2018 10:56:51 BC CALC®Design Report Build 6536 File Name: BC 5917 Job Name: Remodel Description:Designs\Beam07 Address: 8 Schooner Street Specifier. Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Brigham, Jim Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5917 ..-- ---o 12 -. 111 f . 11 . - - = 1211 ' - - � . . . . f . . . 1 . . " 1 _ 111 _ _ _ • 04-00-00 BO BI Total Horizontal Product Length=04-00-00 Reaction Summary(Down f Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 414/0 746/0 B1, 3-1/2" 441 /0 794/0 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(Ib/ft^2) L 00-00-00 04-00-00 15 25 07-00-00 2 Roof Load Unf.Area(Ib/ft^2) L 00-00-00 04-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,006 ft-lbs 61% 115% 4 01-11-04 End Shear 786 lbs 46% 115% 4 00-07-08 Total Load Defi. U999(0.042") n/a n/a 4 01-11-04 Live Load Del. L/999(0.027") n/a n/a 5 01-11-04 Max Deft. 0.042" n/a n/a 4 01-11-04 Span/Depth 8 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x3" 1,160 lbs n/a 45.5% Hanger B1 Post 3-1/2"x 3" 1,235 lbs 14.3% 27.7% Southern Pine • tN OF Mqs, Cautions a� k� For roof members with slope(1/4)/12 or less final design must ensure that ponding Instability oma' PAUL W will not occur. i p SWANSON For roof members with slope(1/2)/12 or less final design must account for Rain-an-Snow u STRUCTURAL y. surcharge load. "3-p.. 09 9�Na.353 6a / Distributed side-load exceeds allowable magnitude for connection design. Please consult a • o GrSTER a i technical representative or Professional Engineer for the design of the connection. SSS/ONALEt %'. Notes i ( wet-- B/B f wis Page 1 of 2 • ' ©BoIseCascade Double 2 x 6 SPF #2 Roof BeamlBeam07 • IIM Dry l 1 span I No cantilevers 10/12 slope August 8,2018 10:56:51 BC CALC®Design Report ! - Build 6536 File Name: BC 5917 Job Name: Remodel Description: DesignslBeam07 Address: 8 Schooner Street Specifier. Paul W. Swanson, P.E. City,State,Zip:West Yarmouth, MA Designer: Customer: Brigham,Jim Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5917 ' Design meets Code minimum(L/180)Total load deflection criteria. Disclosure Design meets Code minimum(L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on braced. output as evidence of.suitability for Calculations assume member Is fully particular application.Output here based BC CALC®analysis is based on IBC 2009. on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. The analysis of solid sawn wood members is in accordance with the NDS and Is limited to the Installation of Boise Cascade engineered output shown above. All other support and design for these products, including but not wood currentt Installation Guidesucls must uIaccordance with and applicable limited to notching, connections, installation, and engineer/architect certification is the building codes.To obtain Installation Guide responsibility of the project's design professional of record. or ask questions,please call (800)232.0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C.