HomeMy WebLinkAbout22-3422lmlam=
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
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n.
BGC-003422-2022
Issue Date: 0111212022
REINSPECTION FEES: I With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
. f #1111- a 111-1
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CONTRACTOR SIGNATURE
124-011 IF
wo 11- WIR 1.29-Mm- '41 ROME M
I OFFICE() I
ITHOUT APPROVED INSPECTION
MI
813-780-0020 City of ZaphyrhlllS Permit Application
Building Department
ax.893-780- t
Date Received I I Phone Contact for Permittinq 1( 813 )
Owner's Name I Shiva 6005 call; LLC Owner Phone Number
Owner's Address { 6 3 1I P al i.' fa r 67 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
:• •
4n,pplimilip•#;* #
+► • • rIMnstall channel letters on raceways and connect to EXISTING electric.
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Ex ELECTRICAL 2,322,00
PLUMBING $
MECHANICAL
GAS ROOFING
FINISHED FLOOR ELEVATION
AMP SERVICE PRIG ENERGY W R E. .
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VALUATION CIF MECHANI L INSTALLATIG ',: ,.
SPECIALTY = OTHER
FLOOD AREA
BUILDER
COMPANY
SIGNATURE
I REGISTERED
Address
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ELECTRICIAN
COMPANY
SIGNATURE
REGISTERED
Address
5324 Keliv Rd, Suite A. Tam a, FL 33615
PLUMBER
COMPANY
SIGNATURE
REGISTERED
Address
MECHANICAL
COMPANY
SIGNATURE
REGISTERED
Address
OTHER
COMPANY
SIGNATURE
REGISTERED
Address
Ewire Solutions, I.I.C.
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4819 Afton Road - zoptuirtatts, n 3354t
SaIcs&GiazI,49iyns.cotn Office: 813-715-2333
11171011113 1121,1111
Zgnh rhills FL 33542 do hereby authorize Ewire Solutions, LLC. to obtain a building permit to install wall
signage for the property listed above.
Ewire Solutions, LLC. is jointly working with Crazy4Signs, LLC. for said property signage (design, fabrication &
installation). Lic# EC13007814
Name:
Address: 8100 SW 178th St. I Palmetto Bay, FL 33157
Phone: 305-321-798
sm.
�roject Parcel ID #: 03-26-21-0010-11200-0041
Signature: 2 Date:
Sworn and subscribed before me this a" day of _Z)a7/'b '2021.
My commission expires: Notary Public
pe"", K DEBORAH 6 PATEL
Notary Public - State of Florida
C ion # HH 182125 ornmiss My
Comm, Expires Dec 4, 2025
Bonded through National Notary Assn,
F1111 M
Cr4zy 4Signs
From: Gail Hamilton <GHamilton@ci.zephyrhills.fl.us>
Sent: Friday, November 19, 202112:47 PM
To: Crazy 4Signs
Subject: Re: Suzin Nails - New Owner - 6013 Gall Blvd.
Hey Deborah
Yes, can use the individual letters on a track.
Thanks
Gail
Get Outlook for
From: Crazy 4Signs <sales@crazy4signs.com>
Sent: Friday, November 19, 202112:38:48 PIVI
Subject: Suzin Nails - New Owner - 6013 Gall Blvd.
EXTERNAL EMAIL
The new owner that is taking over Suzin Nail & Spa just stopped in and I am working on
new sign concepts as she is changing the name. Please let me know if she will be allowed
a front lit sign like what is up now, and like the rest of the plaza. We might try to reuse
the lettering "NAIL" if we can.
Deborah Buyer Patel
Cray 4Signs, LLC
Office: (813) 715-2333
Cell. (904) 514-3071
4819 Allen Road
Zephyrhills, FL 33541
www.crazy4signs.com
sales @crMy q ' -,com
4 L
19M—
STATE OF FLORIDA
COUNTY OF _\)�MaM The foregoing t�sacknowledged before me this
byi t41L---
oec�
day of 209
OR Produced
ONE
Site Address:
6013 Gall Blvd.
Zephyrhills, FL 33542
Parcel ID:
City of Zephyrhills
- - - - - - - - - - - - -
SIGN FACE / LIGHTING COLORS
Black faces will light up white at night
Red faces will light up red at night
This sign is to be installed in accordance with
the requirements of Article 600 of the National
Electrical Code.
1) Grounded and bonded per NEC 600.7/NEC 250
2) Existing branch circuit in compliance with
NEC 600.5, not to exceed 20 amps
3) Sign is to be UL listed per NEC 600.3
4) UL disconnect switch per NEC 600.6- required per
sign component before leaving manufacturer*
*For multiple signs, a disconnect is permitted but
not required for each section
Section @ LED Channel Letter
Raceway (Bottom Mount) Scale: N.T.S.
1. Building Fascia
01" 0.040" Aluminum Letter Returns
3. 1" Jewelite Bonded to Face #8 Pan Head Screws to Returjrl!l
4. 3mm Signabond Lite Composite Backs
5. White LED's
6. White Acrylic with Black Perforated Vinyl Overlay
7. Disconnect Switch per UL Standards
.9. Primarl,,, Electrical Feed in UL Conduit - Conne s within
of Existing J-Box(es)
9. Low Voltage LED Power Supplies
10. Raceway - Painted to Match Building Fascia
1 W-TiTisf um of Thre
Job name
Sign company:
Installation location:
Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies.
Application of wind pressures using the alternative all heights method for components and cladding
Type of structure: raceway mounted LED channel letters
Occupancy Category:
Wind velocity (3 see gust), FBC 2020, section 1609.3:
Wind pressure (qz)
11
140 mph
50.2 psf
Not Pressure Coeficient (Cnet) from Figure 30.7-2
Components and cladding not in areas of discontinuity - walls and parapets -1.09
Wind Pressure -54.7 psf
Wind load applied between wall and structure, pulling structure away from wall
Load carried by tension in fasteners connecting structure to wall
maximum height of structure to be attached
1,56 ft
maximum width of structure to be attached
__1158s ft
effective projected area factor
1,00
projected area of each component to be attached
21.2 ftA 2
wind load
-1158 lbs
allowable tension load per fastener to
250 lbs
even number of fasteners minimum of 2 =
-6
number of fasteners practically required due to structure shape
$
weight of structure is approximately
85 lbs
allowable shear load per fastener to
125 lbs
average shear load per fastener =
10.6 lbs
Mounting surface construction is:
Use methods:
Method 1 - 3/8-16 SS Toggler zip toggle anchors (BCS)
allowable pull out load = 250 lbs
allowable shear out load = 125 Ilea
http§z_,/togg_1_ei c9 /pdts,,SjNL PTOGGLE1 21&AE-Heavy-D -Tog e-E oft of
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NOTE:. Design assumes that fasteners are installed according to manufacturer's
instructions, using correct size drill.
Method 2 - Lag bolts into framing members.
-use 3/8" galvanized lag bolts with at least 5" of embedment into framing members.
allowable pull out load = 436 pounds
allowable tension load = 680 pounds
Method 3 - Through bolts into a blocking member.
use 3/8" threaded steel rod into a blocking member placed behind framing member.
ultimate tension load = 680 pounds
allowable tension load = 340 pounds
ultimate shear load = 510 pounds
allowable shear load = 255 pounds
Method 4 - Hilb 3/8" x 3" Kwik Bolt TZ SS 304, Item number 387523
ultimate tension load = 1520 lbs
allowable tension load = 760 lbs
ultimate shear load = 1685 lbs
allowable shear load = 842 lbs
NOTE:. Design assumes that fasteners are installed according to manufacturer's
instructions, using correct size drill,
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References:
0
ASCE 7-16 .......
+
The 7th Edition (2020) of the Florida Building Cod ENS*-.
John J. Orlando PE LLC 0044089 No 0044089
165 Old Ridge Road Z
Macon, GA 31211 W .1 f� : = sheet:
(478) 731-5394
jjoriando@cox.net AT F
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