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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 B �-4(+-I3 <br /> � � c}:t}7ai�r <br /> �`, s ���,� �;?� <br /> � ic}fI <br /> �i�,[���c,,,.3r�� <br /> A-�;Re:ua,rx�p�e 4.rriiza <br /> 19 rxEr.rial�;I�t�.a��.:14�.1 <br /> Member Data <br /> Descrlption: Member Type: Beam Application: Roof <br /> Top Lateral Bracing: Continuous Siope: 0.00/ 12 <br /> Bottom Lateral Braang: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Snow Load: 42 PLF Deflection Criteria: U240 live, U180 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 10.8 PLF <br /> Filename: KY616 <br /> Other Loads <br /> Type 7nb. Other Dead <br /> {D�scriptian) Side Begin End Width Start End StaR End Category <br /> Re 3acement Uniform(PSFI To 0' a.oa" 10' U.qq"' �0° �i.00" 40 17 Snow <br /> � i000 <br /> � <br /> i000 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Lacation Type Material Length Required Reactian Uptift <br /> 1 Q' p.000"' Wali N/A rll.� 2.011" 5982f1 -- <br /> ��� 2 14' q.p00" 11�aPi N!A h!/A 2.p11" 5982#- -- <br /> Maximum Load Case Reacrion�s <br /> �.Ja�sf ra�xtt}��p�riq pa�m ivatta!•,N fir=n ens^-�mjsc r,�rttymg mnmd�nn <br /> �now Dead <br /> t a�sar� es2�a <br /> 2 4160� �823� <br /> Design spans <br /> 10' 1.75Q" <br /> Product: 1-3/4 x 11-7/8 x 2.OE PW LVL 2 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 18d common nails at 120"oc <br /> Minimum 2.01"bearing required at bearing#1 <br /> Minimum 2.01"bearing required at bearing#2 <br /> Design assumes continuous laterai bracing along the top chord. <br /> No lateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actu�l A14owabte Capacity Location Lrrading <br /> Positive Moment 1517�.'# 24495."# 61°�0 5' Total Load D+S <br /> Shear 4815.# 9D81:a� 53°�a 9.57' 7otal�aad D+S <br /> TL Qeflection 0.287$" q.876A" Ll�322 5` Tatal I..oad 0*S <br /> LL Deflection 0.2001'" 0.5�J73" L1608 5' Total Load S <br /> Controi: Posilive Momsnt <br /> DOLs: Live=100% Snow=115°h Roof=125% WInd=1fi0% <br /> :�i��,za;,,;�„��.,<...,:n:>,:,��:,:,�,�x, Hscb�i;ve����•� LlSAD�fitR}-lAMEFt <br /> WEEK�S F�f2EST f'RUOIJ�TS1 <br /> c�:�:�3yt�t t :�y .�:a >.5�� u r� c ���,y�T�.n�:Ri�,t�r r i_ut 260�CC3ML7 Atf� <br /> " n rs Ce�«e�s r:..ri th�x memner' �c�st be rr3 o g is;si .r lh� A n�ng meets a�pl st 3 � �q �!�.- i -t ads i.nndin�Oortd;fionc .1 Sp t a P',':,�.-.-t <br /> ite.firs,�.in.:�.Gerovrewa�;byavial�le3zla a rorsiel;n?r,>(e5nio�af-aa3y:+kuCh�rap�ruvn3Th.lEsf>t7¢. zir ara,��.��.i�e�iailationecco�d=rga.3henen�.�tU,.i.��crs�W--�i'��.cai:r.n,st�`�'Ppi��..���c�}SJ�d� <br />
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