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2014-00673 - plumbing
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2385 Glendale Cove Lane- 34-118-23-33-0069
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2014-00673 - plumbing
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Last modified
8/22/2023 4:57:11 PM
Creation date
12/20/2016 3:05:50 PM
Metadata
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Template:
x Address Old
House Number
2385
Street Name
Glendale Cove
Street Type
Lane
Address
2385 Glendale Cove Lane
Document Type
Permits/Inspections
PIN
3411823330069
Supplemental fields
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Updated
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� � GLENDALE COVE N 8-26-13 <br /> � � � . �;�� <br /> 4:38am <br /> ' lofl <br /> ?Ce7-E3eamt�4.� <br /> . knfieamF..nz;ne4.EU2r� <br /> � h�Caic�silaiki�tr3se i421 <br /> Member Data <br /> Description: Member Type: Beam Application: Roof <br /> Top Lateral Bracing: Continuous Slope: 0.00/ 12 <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Snow Load: 42 PLF Deflection Criteria: U240 live, L/180 total <br /> Dead load: 17 PlF Deck Connection: Nailed Member Weight: 8.6 PLF <br /> Filename: KYB16 <br /> Other Loads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> AddiUonal Uniform PSF To 0' 0.00" 6' 8.00" 18' 6.00" 40 15 Live <br /> T �r <br /> 6 8 D <br /> � � <br /> 6 8 0 <br /> Bearings and Reactions <br /> Input Min Gravity Grevity <br /> Location Type Material Length Required Reactipn Uplift <br /> 1 0' 0.000" Wall WA WA 1.500" 3553tt -- <br /> 2 6' 8.000" Wall WA N/A 1.500" 3553id -- <br /> Maximum Load Case Reactions <br /> ., t2�PcrxF;{ry.r;�poir3tl�ails iBle�td�;t wn�ee�,Mxsta�3r� <br /> Live Snnw Dead <br /> ^, ?si2t� 1�33f� 1032}i <br /> r ��21� 1R3� 1032# <br /> Design spans <br /> 6' 9750" <br /> Product: 1-3/4 x 9-1/2 x 2.OE PW LVL 2 ply PASSES DEStGN CHECKS <br /> Connect members with 2 rows of 16d common nails at 12.0"oc <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 /> No lateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowable Capacity Location Loading <br /> Positive Moment 6051.'# 14251.�# 42% 3.33' Total Load D+L <br /> Shear 2727.# 6318.# 43% 6.06' Total Load D+L <br /> TL Deflection 0.1011" 0.4542" L/808 3.33' Total Load D+L <br /> LL Deflection 0.0717" 0.3406" L/999+ 3.33' Total Load L <br /> Control: Shear <br /> DOLs; Live=100% Snow=115°lo Roof=125% Wind=S60°/a <br /> ., , �.,.__ n���_.,..-.���E._�,�.:,urFn�:��,s��f,v�<.w„�� LISADEARNAMER <br /> WEEKES FOREST PRODUCTS\ <br /> �vfEa tc o bYs, cy> 3�,ar z d y � 2 2600 COMOAVE <br /> q d'2 x'.e S c e 4P ffoa p St.Gka c g v - *.� n'� fra 3 �;( t t ' 1. f I.:. . C �I t tl t��. shast <br /> �,aan�3�,�.-s_ 3�u._.�,_,7�a<_�:��Eev<s,.y,�r.s�a_.�p_tf�.���,��a,��u�Gr�,�g��av�t� �. .. . .,., ,.,�_�.t.�,€ ,ait>�r.�o_, i��H,,��s��f,��t,�i.� ,.��..Er..�,r<,r,hSTPAUL,MN55108 <br />
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