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38A-118 KeyBu SiructureT 2.3.3r VILLIAGE HILL2 - Level 5 A / f 3 4 tp - 5 7 -14 -08 ktnBeamEngine 4.50322 ( / Materials Database 844 n /''j% Q /� 1) 8:34am Y 1/i• �/� l of 2 Member Data Description: CalcB4 Member Type: Beam Application: Floor Comments: Basmt Bm Craftsman Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: Other Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 10.7 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 5' 2.00" 0 255 Snow Replacement Uniform (PLF) 0' 0.00" 5' 2.00" 210 340 Live Replacement Uniform (PLF) 0' 0.00" 21' 0.00" 0 255 Snow Replacement Uniform (PLF) 0' 0.00" 21' 0.00" 210 340 Live Replacement Uniform (PLF) 5' 2.00" 11' 2.00" 0 255 Snow Replacement Uniform (PLF) 5' 2.00" 11' 2.00" 210 340 Live Replacement Uniform (PLF) 11' 2.00" 21' 0.00" 0 255 Snow Replacement Uniform (PLF) 11' 2.00" 21' 0.00" 210 340 Live Replacement Uniform (PLF) 21' 0.00" 28' 0.00" 0 264 Snow Replacement Uniform (PLF) 21' 0.00" 28' 0.00" 0 264 Snow Replacement Uniform (PLF) 21' 0.00" 28' 0.00" 179 200 Live Replacement Uniform (PLF) 21' 0.00" 28' 0.00" 214 340 Live Point (LBS) 0' 4.63" 700 1730 Snow Point (LBS) 21' 0.00" 0 203 Snow Point (LBS) 21' 0.00" 378 288 Live I 1 I 1 -_ J , iis I� l Iii I �I •/ / 700 0 700 0 700 0 700 3 / 2800 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.799" 7085# -- 2 6' 7.375" Wall N/A 3.340" 13152# -- 3 13' 7.375" Wall N/A 3.146" 12388# -- 4 20' 7.375" Wall N/A 3.404" 13405# -- 5 27' 2.750" Wall N/A 1.500" 4221# -- v ";N OF m4 Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Ab ICS . ST 4' t Dead Live Snow 1 1812# 2025# 3248# p ' fi g s -''„4 2 3322# 5605# 4224# C. STRUCTUR/U. c 3 2897# 5423# 4068# .36951 i i ' ' 4 3581# 5321# 4502# STON 5 1028# 1622# 1571# p 9 A . 48 :4 Q5s. Design spans ' 9 p, ( � GA 6' 7.375" 7' 0.000" 7' 0.000" 6' 7.375" C yr S)L� Product: 1 314x7 1/4 Versa -Lam SP 2.0 -3100 3 ply t y� Component Member Design has Passed Design Checks." 4 S- Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6671.'# 15028.'# 44% 2.98' Odd Spans D +L +S Negative Moment 8644.'4 15028.'# 57% 6.61' Adjacent 1 D +L +S Negative Unbrcd 8644.'4 14167.'# 61% 6.61' Adjacent 1 D +L +S Shear 5690.# 8317.# 68% 6.6' Adjacent 1 D +L +S TL Deflection 0.1434" 0.3307" L/553 2.98' Odd Spans D +L +S +Lr +W LL Deflection 0.1169" 0.2205" L/678 3.31' Odd Spans L +S +Lr +W At product names are trademarks of their respective owners ' . Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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 specifications T� Village Hill / _ _ � ", , `' 8- 1 -08 ,.t , 't x f ; Craftsman Unit s (�fl 10:43am ' ` Village Hill Northampton Ma 1 of 1 kmBea mCK 4.503] eieNtellil kmBea Databas e se 853 2 Materials ( t - tr 5 �'M 1 , . e� ls Datase &5 (/'�•(�" Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PLF Deflection Criteria: L/360 live, L /240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 26.6 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" • 24' 5.00" 8' 0.00" 10 40 Snow Additional Uniform (PSF) 0' 0.00" 24' 5.00" 9' 0.00" 10 40 Snow Additional Uniform (PSF) 0' 0.00" 24' 5.00" 8' 0.00" 10 10 Live Additional Uniform (PSF) 0' 0.00" 24' 5.00" 6' 6.00" 10 10 Live Is rt 11` / / / 12 0 0 12 5 0 7 2 0 ®/ Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 5.500" 1.500" 4933# -- 2 11' 7.375" Wall 4.000" 3.835" 15102# -- 3 23' 7.750" Wall 5.500" 1.500" 5129# -- Maximum Load Case Reactions Used far applying point loads ',or line loads) to carrying members Dead Live Snow 1 1469# 739# 3464# 2 5050# 2143# 10052# 3 1558# 761# 3570# Design spans 11' 7.375" 12' 0.375" Product: 1 3/4x18 Versa -Lam 2.0 -SP 3100 3 ply Component Member Design has Passed Design Checks.*" Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12851.'# 83733.'4 15% 18.83' Even Spans D +S Negative Moment 17867.'# 83733.'# 21% 11.61' Total load D +S Negative Unbrcd 17867.'4 86162.'4 20% 11.61' Total load D +S Shear 6098.# 20648.4 29% 12.82' Total load D +S Max. Reaction 15102.# 15750.# 95% 11.61' Total load D +S TL Deflection 0.0574" 0.6016" L/999+ 18.23' Even Spans D +S LL Deflection 0.0437" 0.4010" L/999+ 18.23' Even Spans S Control: Max. Reaction DOLs: Live =100% Snow =115% Roof = 125% Wind= 133% ` M Design assumes a repetitive member use increase in bending stress: 4 % 6',. Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives , ` zer a. tt .q,,. H. S RUC:TURAL % — % ECM 11 1 } All product names are trademarks of their respective owners z, i h of f' .. Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. ir "Passing is defined as when the member, floor joist, seam 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 specifications. i .°~ r' . ' ' �� .^ ` . ^ ' ^ '` . ^ ` _.' �.� ^ ^ . � , ~ `�� �. � . . ` . , - . ,° ••,• • . '�` • • WRIGHT BUILDERS, INC. I[E44E_M ©131 4 QaaMI UQ- 48 Bates Street Jf/9—// NORTHAMPTON, MA 01060 DATE 111 J O f JOB NO O^'a( - IviL (413) 586 -8287 ATTENTION I FAX (413) 587 -9276 TO - ht. N t1 (ti ri cALo RE fit, - fh ' (..A. iii PIT NI M0 -N1 rt>t A- 4v1N, lam" � 1" 7 WE ARE SENDING YOU At 14ed3 0 lar0Acler separate cover via the following items: ❑ Shop dralvvingsi______ ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of let er L: � Change 'Order ❑ COPIES DATE NO. 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