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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
ProcessedPID
Updated
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� � (iLF�iI.)�Al..ki CUVE�:(t 8-w1�-l3 <br /> �x��� �; �� r7:-�lan� <br /> " #t>�'1 <br /> k:r'�.l:tea��t-a��.d.f�tiAl <br /> %i��kkunsi:xq;,�rtc-{.ti:.r,ai <br /> h9mi�r�rts f.7r�uiu=r ld:l <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateral Bracing: Continuous <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Live Load: 40 PLF Deflection Criteria: U360 live, U240 total <br /> Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF <br /> Filename: KYB16 <br /> Other Loads <br /> Type Trib. C7Eher pead <br /> (Description) Side Begin End �dth 5tart End Start End Category <br /> ' AddiUonal Uniform PSF To Q' Q.SJQ" 6' 4.d0" 18' 6.00" 417 1 b �ive <br /> T T <br /> 6 4 fl <br /> � � <br /> 6 4 0 <br /> Bearings and Reactions <br /> Input Min Gr�vity Gravity <br /> Location Type Materia� Length Rec�uired Reactian Uplift <br /> 1 Q' O.Qt�O" V+JaI! I�UA E�1A 1.5t10" 3502# __ <br /> 2 6' 4.OR0" Wall NIA �11A 1.5Qp" 35Q2# -- <br /> Maximum�oad Case Reactions <br /> UeeE forepPlyng polnt loads(or!ine laeda;tr3 cac�ing mem6ers <br /> Live Dead <br /> 1 2527# 975# <br /> 2 2527# 975# <br /> D�sign sp�ns <br /> Ei� 5.75�.. <br /> Product: 1-3/4 x 9-1/2 x 2.OE PW LVL 2 ply PASSES DES[GN CHE�KS <br /> Connect mem6ers 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 brecing required along the bottom chord. <br /> Aliawable Stress Design <br /> Actual Atlawabte Capacity l.ocation Laading <br /> � PasiGve Moment 5573.'� 14251'# 3�'�a 3.17' Totai Load D+L <br /> 5hear 2646.# 6318.� 41�G, -O.tkS' Tataf Laad D+� <br /> Tl.Defleotiott O,OII57" 0.3240" Lf907 3.17' Tatai Lqad�+L <br /> LL C7etiectian Q.0618" C1.218Q" l.fS99+ 3.17' Total Laad� <br /> Contml: Shear <br /> DOLs: LIve=100°� Snow=115% Roof=125% Wind=lfi0% <br /> r.,,;�,�,,�,��.�,,��„E,:;,�s,-,�a���:,4r�:,F:,�eu����vaaw�,s LISADEARHAMER <br /> WEEKES FOREST PRODUCTS� <br /> n�t-�tcsz:��3css�,�nrstti�,��� c.. � r n ,:, � ;� 26{��Ct3M€JAl/� <br /> Pass.n�:'<daf�rado:�.w;iasre°n 3r�:rr6a�.t3�,or�r,n€hoomarg�mniahcu���3ttls:iraurEg :sutsaF}�I.sa�e�3eci� .,.'e�-rr:�fa:�C.cd.s._.,nA�n,rt_r�..i7�n,�.��._Fa3::'.. . .,sr�.>eoE <br /> ,��. ,�.i: ,�9� ���:��E3:��N;�.:���r�ca a��:��FeE.r=�a��:�.,g�rv5s�3„��ws��:���o r��a�,��;E,r�e a 5_ �_�.,r _c��,�,��3���iQr���,�:�.�:�rn�i�i Q���.�rF����,�,� ,�:�_<.�r1�.acE�„F�T P�l1L,fV1N 551(l8 <br />
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