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2011-00158 - addn/remodel/repair
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1179 North Arm Drive - 07-117-23-14-0054
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2011-00158 - addn/remodel/repair
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Last modified
8/22/2023 5:31:32 PM
Creation date
9/13/2017 12:20:00 PM
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x Address Old
House Number
1179
Street Name
North Arm
Street Type
Drive
Address
1179 North Arm Dr
Document Type
Permits/Inspections
PIN
0711723140054
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� ����5 PRIME PROJEC'I' 2-2-11 <br /> ORONO 3:20pm <br /> FOREST PRODUCTS,INC. 1 of 1 <br /> tceyse�„o as� <br /> ktttBeamEngine 4.SOSb <br /> Materials Da�abase ll4fS <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateral Bracing:Continuous <br /> Bottom Lateral Bracing: None <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Dead Load: 50 PLF Deflection Criteria: U360 live, U240 total <br /> Live Load: 200 PLF Deck Connection: Nailed Member Weight: 12.7 PLF <br /> Filename: KY62 <br /> Other Loads <br /> Type Trib. Dead Other <br /> (Description) Begin End Width Start End Start End Category <br /> Additional Uniform (PLF) 0' 0.00" 9' 0.00" 150 450 Snow <br /> Additional Uniform (PLF) 0' 0.00" 9' 0.00" 80 0 Live <br /> soo <br /> 4 m <br /> , -- <br /> soo <br /> Bearings and Reactions <br /> Location Type Input Length M"in Required Gravity Reaction Gravity Uplift <br /> 1 0' 0.000" W all N/A 1.500" 3568# -- <br /> 2 9' 1.750" Wall N/A 1.500" 3568# -- <br /> Maximum Load Case Reactions <br /> Used for applyirg pant loads(a line loads)to carryirg members <br /> Dead Live Snow <br /> 1 1338# 915# 2058# <br /> 2 1338# 915# 2058# <br /> Design spans <br /> 9' 1.750" <br /> Product:1-3/4 x 14 MAX LAM LVL 2.OE 2 ply <br /> Component Member Design has Passed Design Checks.** <br /> Minimum 1.50"bearing required at bearing#1 <br /> Minimum 1.50"bearing required at bearing#2 <br /> Design assumes continuous lateral bracing along the top chord. <br /> Design assumes no lateral bracing along the bottom chord. <br /> Allowabie Stress Design <br /> Actual Allowable Capaciry Location Loading <br /> Positive Moment 8158.'# 32935.'# 24% 4.57' Total load D+0.75(L+S) <br /> Shear 2658.# 10706.# 24% 0.01' Total load D+0.75(L+S) <br /> TL Deflection 0.0767" 0.4573" U999+ 4.57' Total load D+0.75(L+S) <br /> LL Deflection 0.0479" 0.3049" L/999+ 4.57' Total load 0.75(L+S) <br /> Control: Shear <br /> DOLs: Live=100°/ Snow=115% Roof=125% Wind=160% <br /> Manufacturer's installation guide MUST be consulted for multi-ply connection details and altematives <br /> PJI product names are trademarks of Neir respective owners <br /> �''� � , CopyrigM(C�1989-2005 by Keymark Errterpises,LLC.ALL RIGHTS RESERVED. <br /> "Passing is tlefined as when the member,floor jast,beam a girder,sl�n on this drawirg meets applic�le design critena for LoaAs,Loadirg Cwiditias,and Spans listed on Mis sheet.The design <br /> must he rr.viewxi bv�oi�alifiaf desi�ner or desion omfassional as reauirnd for aonroval.This desian assumes oroduct iristallation acxordina to the manufachirer s so[uifirafiofs. <br />
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