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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
Fields
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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1 ,� ' GLENDALE COVE J V-„i�-I 3 <br /> �•`� �s��'�$��1 9 33z�tn <br /> ` [�>d1 <br /> K���r«,«;.;:.€�€xM <br /> .kxntie:snxl:n}iatic��A e+�}2f± <br /> wl:itc�ri�:�Hs I.R�4xhax 4-#:7 <br /> Member Data <br /> Description: Member Type: Beam Appiication: 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: LJ240 live, L/180 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF <br /> Filename: KY616 <br /> Other Loads <br /> Type Trib. C}ther Dead <br /> {Description} Side Begin End Wfdth StaR End Start End Categnry <br /> Addifional Ur�iform PSF) To 0' 0.00" 5' 0.00" 5' 0.00" 4£� 17 Snaw <br /> T T <br /> 5 O 0 <br /> � � <br /> 5 0 O <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> l.acatinn Type Material Length Required Reaction Uplift <br /> 1 0' O.Qpp" Wall N/A N/A 1.500" 902# -- <br /> 2 5' G.0C30" Wall N/A N/A 1.500" 902# -- <br /> Maximum Load Case Reactions <br /> l3 .(nrY(;il':�F'X-" L'G9��I:-1:.IC3F[:�.5 I .� <br /> 's�npW` I3�(i,� <br /> 1 623t� 2"19N <br /> 2 623d 279�t <br /> Design spans <br /> 5' 1.750" <br /> Product: 1-3/4 x 7-1/4 x 2.OE PW LVL 2 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 16d common nails at 12.0"oc <br /> Mlnimum 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 fateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actual Atlowabte Capacity I.ocation L�ding <br /> Positive Moment t16Q.'# 10075.'# 11°!� 2.5' 7c�tat Load C}+5 <br /> $he�r 59Q.# 5b�14.# 12°ln -O.q6' TQtc�l LoBd D+5 <br /> TL OeNecbor� Q.Q2A9° Q.3431" t1�99+ 2.5' Tot�I Load D+S <br /> LL OsNeclion 0.0172" 0.2573" 1.J999+ 2.6' To4al Load S <br /> Control: Shear <br /> DOLs: Live=100% Snow=115% Roof=125°!o Wind=160% <br /> ::,��„ ,n ,,.,,.���„��,��gw�,� .s.�,�..., USADEARHAMER <br /> c�r,r3eni{e;2o9aoysn,p�n�ssro�'r«como��Yi��at�a; �sf,;..,:_c WEEKESFORESTPRODUCTSI <br /> ,rf... ��;.,r „3.>wt.,:�r<.<<.3,0 3�. ,c•��a€,t�e�m«r�.�tr3�,�ra,Mr��n t,�s a�7�,��„e�i,s;�,.:ci�,_F,�._� �rp_,�;-;n, c � , : � r�_,t,Fsi ��790��tlt�.';4�'� <br /> �� 7t-e 3� ige<aus;ta w�;ekad!rv,�et.3a1-!I�J evsl9r�c�rer¢;as��e�rafo�aiona�as se4a:ad€nrx[:4:rox��; . :�9us��n a 7ii.v.�>*r.�, ,a a.�<, c:..d:3g.�,r r 3 s i.in3_t re3., �rq..:3'-:at:cns C�"(`{7�[,?�..��t3 rJ�1�� <br />
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