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19-21583
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2019
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19-21583
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Last modified
4/15/2020 9:25:23 AM
Creation date
4/15/2020 9:25:17 AM
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Building Department
Company Name
WALGREENS
Building Department - Doc Type
Permit
Permit #
19-21583
Building Department - Name
WALGREENS
Address
6429 GALL BLVD
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Job name algreens#5604 sign A � '" " " �� j <br /> J`ob# 7419ASA <br /> Sign company: Apple Sign and Awning <br /> Installation location: 7429 Gall Blvd.,4 h chills,FL 33542 <br /> Section 1609.6.4 of Florida Building Code 2017 applies <br /> Application of wind pressures using the alternative all heights method for components and claddint <br /> Type of structure: •flush mounted LED channel letters��� _ <br /> Occupancy Category: jj <br /> Ultimate design wind speed,figure C,FBC 2017,section 160914.0, mph <br /> Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf <br /> Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) <br /> Components and cladding not in areas of discontinuity-walls and parapet: -1.09 <br /> Wind Pressure -54.7 psf <br /> Wind load applied between wall and structure,pulling structure away from wal <br /> Load carried by tension in fasteners connecting structure to wal r <br /> -maximum height of structure to be attached ,1 50 ft <br /> -maximum width of structure to be attached '''�;1:26 ft <br /> -fill factor 1.00' <br /> -projected area of each component to be attachec 1.9 ft"2 <br /> -wind load -103 Ibs <br /> -design limit tension load per fastener to 71.25 Ibs <br /> -even number of fasteners minimum of 2= -2 <br /> -number of fasteners practically required due to structure shape 2 <br /> -weight of structure is approximately 3 Ibs <br /> -design limit shear load per fastener to 71.25 Ibs <br /> -average shear load per fastener= 1.4 Ibs <br /> Mounting surface construction is: to be determined <br /> Use methods: 1 or2 ,roltalselost##0, <br /> �* XN••......•�jy�i� <br /> Method 1-#12 x 1 5/8"SS deck screws in 3/8"plywooc •• C N <br /> http://www.powers.com/pdfs/roof/02636.pd1 � ••�'` SF•%0.0, <br /> -ultimate tension load=285 pounds :~ NO 004 A pg o <br /> Method 2-.1/4"x 1 1/4"Tapcon ;y <br /> -depth of embedment in hollow concrete bock= 1 1/4' =10: Cr <br /> -pullout strength=754 Ibs i9 •: STATE <br /> {► •. <br /> -shear strength=1218 Ibs • <br /> References: j <br /> ASCE 7-10 <br /> 1 <br /> The 6th Edition(2017)of the Florida Building Code <br /> 1 <br /> John J.Orlando PE LLC 0044089 I <br /> 165 Old Ridge Road t hee: 2 of 2- <br /> Macon,GA 31211 s r- - <br /> (478)731-5394 <br /> jjorlando@cox.net <br /> I <br />
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