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Home My WebLink AboutFloor bean spec aBois Cascade - Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP PASSED t. Second Floor Beam (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. January 3, 2020 09:20:44 Build 7480 Job name: Morrison File name: Cimco-Morrison Address: 162 Springer Lane Description: City, State,Zip: West Yarmouth, MA, 02673 Specifier: Customer: Cimco Construction Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ='1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A )k 61 11-09-00 g F, Total Horizontal Product Length=12-00-08 ,s' Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 2880/0 807/0 B2,4" 2900/0 812/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 12-00-08 Top 14 00-00-00 1 Second Floor Unf.Area(Ib/ft2) L 00-00-00 12-00-08 Top 40 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 10231 ft-lbs 48.9% 100% 1 06-00-00 End Shear 3021 lbs 31.9% 100% 1 01-01-00 Total Load Deflection L/424(0.327") 56.7% n\a 1 06-00-00 Live Load Deflection L/542(0.255") 66.4% n\a 2 06-00-00 Max Defl. 0.327" 32.7% n\a 1 06-00-00 Span/Depth 14.6 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column _ 3-1/2"x 5-1/4" 3687 lbs n\a 26.8% Unspecified B2 /'�H��a�nger ) 4"x 5-1/4" 3712 lbs 47.9% 23.6% HGUS5.50/10 Cautions Hanger HGUS5.50/10 requires(46) 10d face nails, (16) 10d joist nails. Header for the hanger HGUS5.50/10 is a Triple 1-3/4"x 9-1/2"LVL beam Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. I f R F r D Hanger Manufacturer: Simpson Strong-Tie, Inc. ; r - ----, BC CALC®analysis is based on IBC 2009. iy � � f Design based on Dry Service Condition. 4 L3-31),,v_,J ,c 3,, A:t rrAE-Ni kit CQ,� 1 \r0 I Page 3 of 4 ®Boise Cascade - Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP PARSED Second Floor Beam (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. January 3,2020 09:20:44 Build 7480 Job name: Morrison File name: Cimco-Morrison Address: 162 Springer Lane Description: City, State,Zip: West Yarmouth, MA, 02673 Specifier: Customer: Cimco Construction Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member b d a • F• • • • • -�. a a minimum=2" c=5-1/2" b minimum=4" d = 12" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFLOO5 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTT", ALLJOIST®,BC RIM BOARDT'",BCI®, BOISE GLULAM TN,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 4 aBo se Cascade — Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP PASSED Gable Wall (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. January 3,2020 09:20:44 Build 7480 Job name: Morrison File name: Cimco-Morrison Address: 162 Springer Lane Description: City,State,Zip: West Yarmouth, MA, 02673 Specifier: Customer: Cimco Construction Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 T 1 1 1 1 1 1 1 1 1. 1 1 1 — 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jk 14-04-00 B1 B2 Total Horizontal Product Length=14-11-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 2597/0 1506/0 B2,3-1/2" 363/0 881 /0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Stan`. End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 14-11-00 Top 14 00-00-00 1 Gable Wall Unf. Lin. (lb/ft) L 00-00-00 14-11-00 Top 90 n\a 2 Reaction from Second Conc. Pt. (Ibs) L 02-00-00 02-00-00 Top 2960 829 n\a Floor Beam at bearing B2 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7117 ft-lbs 34.0% 100% 1 02-11-02 End Shear 3991 lbs 42.1% 100% 1 01-01-00 Total Load Deflection L/514(0.338") 46.7% n\a 1 06-09-11 Live Load Deflection L/1096(0.158") 32.9% n\a 2 06-05-04 Max Defl. 0.338" 33.8% n\a 1 06-09-11 Span/Depth 18.3 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 5-1/4" 4104 lbs n\a 29.8% Unspecified B2 Column 3-1/2"x 5-1/4" 1243 lbs n\a 9.0% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALL®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 4 Boise Cascade - Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP PAS,SED Gable Wall (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. January 3,2020 09:20:44 Build 7480 Job name: Morrison File name: Cimco-Morrison Address: 162 Springer Lane Description: City, State,Zip: West Yarmouth, MA,02673 Specifier: Customer: Cimco Construction Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member a . f• • w • • -.. a a minimum=2" c=5-1/2" b minimum=4" d =24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFLOO5 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMT",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 4