HomeMy WebLinkAbout23-6755Lei* =111-IT-414flt I
e
Total Fees: $240.00
Amount Paid: $240.00
Date Paid: 10/2/2023 10:29:15AM
MB►MGC.006755-2023
Issue Date: 10/02/2023
6512 Gall Boulevard
INSTALLATION WALL ILLUMINATED CHANNEL LETTERS /// NON ILLUMNATED FCO LETTER--DUNKIN DONUTS
$22,50 Building Permit Fee
$57.50 Electrical Permit Fee
a 11.
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.
!I 11111INYTill INICIPF I ;III III
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNA
lip! 4.
PEJAIT OFFICE()
5111111 rIil I rill
813-780-0020 City of Zephyrhills Permit Application Pax-8'13-780-0021
Building Department
Date Received
I I Phone Contact for Permitting
It 4 t I � I I I * 4 1 1 a
Owners Name RADIANT GROUP LLC Owner Phone Number (813)247-4731
777 =
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS5512 BALL OUI EVARD ZEPHYRHILLS FL 33541 LOT #
SUBDIVISION 1001A PARCEL ID# [02-26-21- 11 A-00000-00 10
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTRF--�
ADD/ALT
11
INSTALL
E::]
REPAIR
PROPOSED USE
SFR
Comm
TYPE OF CONSTRUCTION
BLOCK
FRAME
SIGN DEMOLISH
OTHER
STEEL
DESCRIPT ION OF WORK INSTALLATION OF EXTERIOR CHANNEL LETTERS
BUILDING SIZE =36-25 HEIGHTA v/A I
SO FOOTAG E
=BUILDING $ 7,502. VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESSENERGY W-R.E C.
=PLUMBING /-) )
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS = OD FLOZONE AREA =YES NO
E=
BUILDER AALLIED SIAGE
SIGNATURE REGI'OMSPTERNEYGN
D I �N FEE CURREN
Address 13727 N 12TH ST TA PA FL 33613 License ES12002110
__�s ®��
ELECTRICIAN COMPANY FEE CURREN Y/N SIGNATURE REGISTERED
Address F- License#
PLUMBER COMPANY
SIGNATURE PEGfSTERED L_jj it FEE CURREN
Address License 4E==:==
MECHANICAL COMPANY L=Y / N=—SIGNATURE REGER tSTED SEE CURREN
Address License
OTHER COMPANY F-
SIGNATURE F REGISTERED Y/ N FEE CURREN Y 1 N
Address License 9
RESIDENTIAL Attach (2) Plot Plans" (2) sets of Building Plans', (1) set of Energy Forms" R-OAN Pen -nit for new construction,
Minimum ten (10) working days after submittal date- Required onsite, Construction Plans, Storrnwiter Pians wi, Sift Fence installed,
Sanitary Facilities & I dumpster Site Work Permit for subdivisions,11arge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus as Life Safety Page (1) -set of Energy Forms, R-O-W Permit for new construction.
Minimumten (10) working days after submittal date- Required onsite, Construction Plans, Storrnwater Plans wl Sift Fence installed,
Sanitary Facilities &1 dumpster. Site Work Permit for all new projects- All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—'PROPERTY SURVEY required for all NEW construction
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways .needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions' which may be, more restrictive
than County regulations- The undersigned assumes responsibility for compliance with any applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES, If the owner has hired a contractor or contractors, to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009
Furthermore, if the owner has hired as contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block' of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, Of
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting- It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. If the project does not, involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances -
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as arrrended). if valuation of rvork is $2,500.00 or more, I certify that f, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', i certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the 'ovvner' prior to commencement
CONTRACTOWSIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
W1 applicable laws regulating construction, zoning and land development- Application is hereby made to obtain a peirrift to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of ail
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the. jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what as i
must take to be in compliance, Such agencies include but are, not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water,"Wastewater Treatment.
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "Wunless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem Wall,
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting of a it prior
conditions set forth in this f id v pr o o
commencing construction, I understand that as separate pennit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application, A permit issued shalt be construed to be a license to proceed with the rvork and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall becorne invalid unless the work
authorized by such pennit is cornmenced within six months of permit issuance, or if work authorized by the pennit is suspended or abandoned for a
period of six (6) months after the time the work is commenced- An extension may be requested, in writing, from the Building Official for a pencol not to
exceed ninety, (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (%,) consecutive days, the job is considered
abandoned.
FLORIDA JURA1-(F.S_J 17,03)
QI[ -11±1111talfrT MAE;•
kno4vra to a or halkhave produced
as identification-
sa
Kathy W Von Thaden
My commissioll
"now Person Signs, LLC
pers-ona oo 2'
21st sueet soutbwest
Po Box 0 w
Waterlbwn, SD 57201-0210
w SIGNS I LIGHTING I IMAGE 1,800,843,9888 .wwwpersa
DUNKIN DONUTS
6512 ALL BOULEVARD
ZEPHYRHILLS, FL 33542
54" DD REMOTE CL SET
P,p 15" RUNS ON DUNKIN
0 ,w DRIVE THRU WITH NO SPEAKER
r4 l'-6" X 7 DUNKIN'DRIVE THRU FACE
REPLACEMENT
-Q) DID DRIVE THRU WITH REVERSE ARROWS
Q IUD WITH DRIVE THRU RIGHT ARROW
1Q, DD DRIVE THRU WITH REVERSING
ARROWS
DID DRIVE THRU REVERSE ARROWS WITH
CAR WASH
0 DD WITH ARROWS ON BOTTOM
'D, . wvmg� ft
Of
L—i--W wdn,
I
�Datq 0�
i221�2
PHYRHILLS FL
?a
Date:
2655 - R2'tPHYRHlL�S,FL 07/22/2"32
813-780-0020 REVISION City of Zephyrhill s Permit Application Fax-813-780-002I
building Department
Date Received Phone Contact for Permitting 1( ) 1
* * t 4 111 1 a * 4 1 * * It III
DNa a a -1 a It
Owner's Name AI GROUP LLB 7= Owner Phone Number (813)247-4731
Owner's Address 1 1320 E 9TH AVE TAMPA FL 33541 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 16512 GALL B OULEVARD ZEPHYR TILL FL 33541 LOT #
SUBDIVISION 1001A PARCEL ID* 1 02-26-21 -001 A-00000-00 10
(OBTAINED FROM PR,0PERTY TAX NO-RCE)
WORK PROPOSED CONSTR ADDiALT SIGN DEMOLISH
ElNEW INSTALL REPAIR
PROPOSED USE S, F R F--1 comm OTHER I
TYPE OF CONSTRUCTION BLOCK E:] FRAME STEEL = F_
DESCRIPTION OF WORK INSTALLATION OF EXTERIOR CHANNEL LETTERS
BUILDING SIZE SO FOOTAGE HEIGHT
=BUILDING 0. VALUATION OF TOTAL CONSTRUCTION
r-T-1 50
=ELECTRICAL Is AMP SERVICE PROGRESS ENERGY W,R,E,C,
=PLUMBING REVIEW
CITY OF ZEPHY'RHILLS
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALL W-1 &,DING OFFICIAL_, _� ��.._ _._M-
=GAS ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY ALLIED SIGNAGE
FEE CURREN
REGISTERED LILN N
SIGNATURE
Address [13727 IN I r2TH ST TAMPA 3613 License # I ES 12002110
ELECTRICIAN COMPANY
SIGNATURE REGISTERED L_12 N _j FEE CURREN Li lN
Address License
PLUMBER COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN L_L,N_j
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN YIN
Address Lrcense#
OTHER COMPANY E
SIGNATURE RE(ASTERED �;N FEE CUR�REN�Y ,`���
Address License#
RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms-, R-041V Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpstev Site Work Permit for subdivisms/larcie projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Pam; (1) set of Energy Forms R-O-W Permit for new construcbon,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stomiwater Pians w/ Silt Fence inst"Aled,
Sanitary Facilities & I dump stet. Site Work Permit for tali new projects All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—'PROPERTY SURVEY required for all NEW Construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (A{C: upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rerorris if shingles Sewers Service Upgrades AFC. Fences (Plat/SurveylPootage)
Driveways -Not over Counter if on public. roadways -needs ROW
DIN
l. Design binaccordance with the Florida Building Code 7thEdition (2O2O
for use within and outside the High Velocity Hurricane Zone (HVHZ).
^
Z. Wind loads have been calculated per the requirements ofASCE7-16as
shown herein.
I These engineering calculations pertain only tnthe structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or inaccompanying engineering drawings. The
existing host structure (if any) isassumed tobe|ngood condition,
capable ofsupporting the loaded system, subject tobuilding department
approval. Nowarranty, either expressed orimplied, iscontained herein.
4. System components shall baasnoted herein. All references tnnamed
components and installation shall conform tomanufacturer's orindustry
specifications ousummarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed,
G. Aluminum components incontact with steel orembedded inconcrete
shall beprotected asprescribed inthe 2015Aluminum Design Manual,
Part1. Steel components incontact with, but not encased in, concrete
shall becoated, painted, orotherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design asshown only.
Use ofthis specification bycontractor, et. Al, indemni8esand saves
harmless this engineer for all costs & damages including legal fees &
apeUatefees resulting from deviation from this design,
CITY OF Z,-
HIL
BUIL-D N LJ
Index:
Pg 1 Cove
Pg2 Wind Loads
Pg 3 Anchor Design
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0�g
A ON
Ch Xy - tLNR6 67382
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Boca Raton, FL 33432 Easy Page 1
seats
ASCE 7-16 Design Wind Loads
WALL -MOUNTED SIGNS
Building Specs
V 140 mph Basic wind speed (Vult)
Exposure C
Calculations
a = 9.5 3--sec gust speed power low exponent
zg = 900, Nominal ht. of atmos. boundary layer
Gcpi = 0 Internal pressure coeff
SIGN
HEIGHT
_F5 -ft
20ft
25 ft
30ft
35 ft
40 ft
45 ft
50 ft
55 ft
60 ft
70ft
80ft
90ft
100 ft
110 ft
120 ft
130 ft
140 ft
150 ft
175 ft
200 ft
250 ft
Kd = 0.85 Directionality factor
Kzt = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A = 10 sq ft Tributary area
ASD WIND PRESSURES
CENTER CORNER
(Zone 4) (Zone 5) Kh = Kz qz G C �,,, "1 4)
23.9 psf
30.4 psf
0,85
21.7
- "Lo
25.4 psf
32.3 psf
Mo
23.1
-1, 10
26.6 psf
33.9 psf
0,95
24.2
A-110
27.6 psf
35.2 psf
11
25.1
1 �
_1 10
28.6 psf
36.4 psf
i 01
26.0
C3
29.4 psf
37.4 psf
1,04
26.7
30.1 psf
38.3 psf
27.4
-1 10
30.8 psf
39.2 psf
1,09
28.0
- 1., '10
31.4 psf
40.0 psf
1.12
28.6
-1,10
32.0 psf
40.7 psf
1A4
29.1
_1_J0
27.0 psf
54.1 psf
J , 17
30.0
-0,90
27.8 psf
55.6 psf
1, 2 1
30.9
_Mo
28.5 psf
57.0 psf
L24
31.7
- Mo
29.1 psf
58.3 psf
1,27
32.4
-0-90
29.7 psf
59.5 psf
29 9
33.0
- 0" 9 0
30.3 psf
60.6 psf
3 2
33.7
-090
30.8 psf
61.6 psf
34.2
()
31.3 psf
62.6 psf
36
34.8
u,
31.7 psf
63.5 psf
"L _33 8
35.3
-0.90
32.8 psf
65.6 psf
1,42
36.4
33.7 psf
67.5 psf
1,46
37.5
--0,90
35.3 psf
70.7 psf
1,53
39.3
_10.90
1,40
.1,40
t -era
_1A0
4,40
41"
_L80
q,
_L80
seats
. . . . . . . . . easyseals.com
Wall Sign Anchor Design
Wall material
Anchor type/size
Anchor tensile capacity
Check Anchors for Pullout
Total Reaction: Rt =
No. of anchors req'd: n =
Channel Letter
A = 2.3 sqft (per letter, critical)
Masonry (ASTM C90,1,500 psi rain)
1/4" Tapcon
Ref: ITW Tapcon, catalog
Min Embedment: 1"
Min edge dirt: 4"
Trap = 125.0 lb (per anchor)
79 lb — -- P*A (per letter)
0.6 anchors per letter — = Rt/cap
Total anchors required: I anchors per letter
Min Spacing: 4"
Ref anchor schedule for other anchor options.
3 1 8"
PROJECT LOCATION:
ZEPHYRHILLS, FL
ul
E
DUN19 18RT1 L01-
CHANNEL LETTER TYPE FRONTXT �'ST
OUTSIDE COLOR PF DANK BEY
INSIDE COLOR REFLECTnI% WHITE
FLEXI FILE
DUN19 ' E I
SOO FILE
DUN19-116h;
MOUNTING TYPE
FLUSH TO RT 7
MOUNTING TEMPLATE FILE
DUN19-18 FLEXI
POWER SUPPLY LOCATION
REMOTE DRY
UL LISTED
UL INFO
.65 AMPS / 120 VOLTS
SILVER LABELS — I
SECTIONAL LABELS — 8
11
DATE DRAWN BY CHECKED BY CAD
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FOR PRODUCTION USE ONLY F RETURNS TO PF DARK GREY 6/14/22 JKALLEMEYN RWv N 23701
COMPLETED BY
CHECKEDY SHEET I of 3
General -Desagn is in accordance with the ow.,em, 11 11.1,1gallIg Code 7th Ed (2020) for within & outaid�tdh'�Htqh Velocity, Hurricane Zone (HVHZ). -This engineering certifies only the structural integrity ofthose ,rsterns, components 07 ion explicitly specified herein. -Electrical notes, details, &s�1jc,1,2,2,2,., ,,,ddbyand �,ethe sole responsibilny
it.latn,c c gth ,c.,, components contact �qg
Notes: ofthe electrical contractor. N I e=h eVA.d —enficatio, of such is intended. Structural esiWn meet-e. uirern—ts of A 1318-1 , AISC 3111 -15,&NDS- 8,asapplicab,, -Steal, :�Z,'truct a-,. d 't 2/2 . Provided rcs��n steel or
a a, P=M cstgre" ADMI c,r�;icrs, 1. elccvtres. - corrosion 'i" ' IdC,.��, fill—lisy, - Alum se, 3-T6 or stronger, U.N.O.
embedded in concrete shall be painted or protected M1-15�1a),or plastic/neoprene spacers provided. -A exposed shall be S.S. or have a protective coating for corrosion protaini. -All welding shall be per AVIS reci . Stoal —I&MO' minu
• X FiEM
I,_DDM
DTY
�MATERIAL
I DESCRIPTION
SHIPS INSTALLED
7710907
FT
1
ROUTED BACKS
0150135
EA
40
.040 X 5.3" ALUM COIL
PREFINISHED WHITE/DARK GRAY
1156605
EA
38
GE SELECT MEDIUM GE SEM65-3 12V LED MODULES
1159SP183L
FT
77
18GA BLUE PLENUM RIP STRIP PAIGE WIRE — 10° LEADS
115980001
j FT
INCLUDED'.
WALLBUSTER CONNECTOR
PART OF 115980014
4651150006
FT
7
WALLBUSTER CONNECTOR NUT
994DUN19181LORCL—S
EA
1
FACE ASSEMBLY
ORANGE/MAGENTA FACES
465D951172914
FT
AS NEEDED
#8 X 1/2" SS PHILLIPS PAN
HEAD I TRIM CAP SCREW
4650950139473
EA
AS NEEDED
SCREW #4-20 x 1/4"
SCREW FOR PLASTIC TRIMLESS FACES
4651152017
FT
AS NEEDED
1/8" X 5/16" RIVET
RETURN SPLICE RIVET
4650351003
AS NEEDED
SILICONE CAULK�502WHrrE AROUND INSIDE OF CAN
4650351004
AS NEEDED
SILICONE CAUL
AROUND LEDS
SHIPS LOOSE
1156218
EA
1
GEPSJ860
GE JUNCTION BOX
1156602
EA
1
GEPSI2SE-60U—NA
12V POWER SUPPLY
115980014
EA
7
WALLBUSTER TUBE
14" TUBE
465115558
EA
5
SCOTCHLOK 558
WIRE CONNECTOR
465115557
EA
19
SCOTCHLOK 557
WIRE CONNECTOR
MOUNTING TEMPLATE
EA
1
PRINTED TEMPLATE
DUN19-18RTILORCL—S
TRADEMARK
EA
/
3MM ACM
WHITE B/G, ORANGE CIRCLE, R, TM
4650950160
EA
1
1/4-20 X 3" STUD
TRADEMARK STUD
4250022
EA
1
1/4-20 GLUEPAD W/ NUTSERT TRADEMARK STUD ON ACM
ANCHOR SCHEDULE "ALL FASTENERS SHALL
ANCHOR .T lJ
BE SPACED EVENLY" (ZTY Or
WALL MATERIAL
ANCHOR TYPE®®®� SPADING
1/4" THREADED RODS WITH MIN MIN (3)
2" EMBED IN ADHESIVE PER LETTER
CONCRETE (3ksi) or
1/4" TAPCONS (OR EOUN) WITH MIN (3)
HOLLOW MASONRY
1.75" EMBED PER LETTER
1/4" EXPANSION ANCHORS WITH MIN (3)
2.5" EMBED PER LETTER
114" TOGGLE BOLTS MIN (3)
1/2" PLYWOOD
PER LETTER
(NO ACCESS BEHIND)
114" WOOD SCREWS, FULL EMBED MIN (3)
PER LETTER
METAL STUDS OR
#14 METAL SCREWS TO MIN 18ga MIN (3)
METAL PANELS
STEEL OR 0.090" ALUM PER LETTER
HOLLOW WALL
1/4" THRUBOLTS OR LAGS TO MIN (3)
(BLOCKING BEHIND)
SOLID BLOCKING BEHIND PER LETTER
PROJECT LOCATION:
ZEPHYRHILLS, FL
REV ;
REV DESCRIPTION
F
RETURNS TO PF DARK GREY
BUJ ,.
LETTER ITEM 1 "18 1LORC-L—S( )'
STAPLED RETURN DETAIL
A.) 1/4" DRAIN HOLES DEBURRED WITH COVERS. 7��.J
DATE _:J�DRA N BY CHECKED BY CAD
6/14/22 1 JKALLEMEYN 23701
III
'.
�. i SHEET 2 of 3 �
General -Design is in accordance with the requirements ofthe Fla Bldg Code 7th Ed(2020)for use within& outside the High Velocity Hurricane Zone (HVHZ).-This enggineeringq certifies oo the structural inteyHrity ofthose syystems,components, and/or other construction explicitly specified herein.• Electrical notes, details, & sppeeccifications are pprovided by and are the sole res nsibilrty
of the electrical contractor. No electrical review has been performed and no certification of such is intended. •Structural desiggn meets requirements of ACI 318-i4, AISC 360-1� ADMI-15, & NDS-18, as applicable. • Steel components shall be coated, painted, or otherwise pprotected against corrosion per FBC Sec 2203.2/2222.6. • Akim components in contact wi h steel or
N®4e9t embedded in concrete shall be painted or protected as prescrlbed in ADM1-151 ab or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective mating for corrosion protection. -All welding shall be per AWS requirements. • Steel welds: E70m electrodes. • Alummum welds: 4043 filler alloy. • Alum extrusions: 6063 T6 or stronger. U.N.O.
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PROJECT LOCATION:
p
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ZEPHYRHILLS, FL
0
REV REV DESCRIPTION
DATE
DRAWN BY CHECKED BY CAD
E2
RETURNS TO PF DARK GREY
/14/22
JKALLEMEYN 23701
vVi
SHEET 3 of 3
Gene 1-Dasig.r1issnac—dancesvitht AIC,1, 11h Id �(20cl�o)f.'.ilhn &.ut,,de'tZIfiqhVaIociy Hurricane Zone (HVHZ), -This nean'n certifies he structural intswity of those a �nehntjrstb /or other construction explicitly trical notes, details, & s a ruovid��byanda�mtThe�i.eresphonsibili.ty
21 be cost , iotg, n 22-6 steel YA on, � �r re d.rdl certification of such is inter, StTuctu &NDS-T8'asappIIca5T' Com h 11 or� h corrosion per M
ADM,15 b . Steel to
.'NoSC vf�o M� g in—ta, ,�,t
N.1'a of the electrical ... tract =qQ r.Z hf.,'=n", Ide
es: arnbcdcled in concrete shall be painted
or
or protected as prescribed in ADMI-15(la), or plastic/neoprene spacers pir-dad. be S.S.S S. hU.Prorachcouar" for corrosion prota�tlo,
.•All elef Asy"Xr:��
cis al �P:r
Ste I electrodes -Aluminum ,,d : 4043 Her alloy, . Al nin, s 6063- 6 or stranger,
U.N.O.
KEYED NOTES
----------
cam
L L7
FW4PCSW EAST WERM ELWATON
NX,
SQ 17.45
OEM-,
SQ = 12.SS ft
777
Ex
m
813_780-0020 REVISION City of Zephyrhills Permit Application Fax-81 3-7&0-0021
Building Department
Date Received
Phone Contact for Pe Citing
Owner's Name RADIANT GROUP LLC Owner Phone Num r (13) 247-4731
Owner's Address 11320 E 9THAVE TAMPA FL 33541 Owner Phone Number
Fee Simple Titleholder Name I
I miner Phone Plclrrler
Fee Simple Titleholder Address
JOB ADDRESS 5512 GALL BOULEVARD ZEPHYRHILLS FL 33541 LOT #
SUBDIVISION € 01 PARCEL 1D# 1 02-2 -21- 0-00000- 1
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT �� SIGN � � DEMOLISH
H INSTALL� REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME i--t STEEL
DESCRIPTION OF WORK INSTALLATION OXT RI R FCO LETTERS
BUILDING SIZE � � SO FOOTAGE 12a55 HEI HT I3
=BUILDING `' 7,500.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL � � AMP SERVICE PROGRESS ENE RCY W_R.E.0
=MECHANIC:AL $ � VALUATION OF MECHANICAL INSTALLATION
_._._.
' L1
REVIEW .. I-
�Q
= AS u ROOFING Q SPECIALTY L�1 OTHER Zr''t
ULIN)� FI ' �.
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA f�Y N
BUILDER FEG P r' ALLIES} I A
GE
SIGNATURE ST=D Y t Id FEE CLRREid Y N
Address 13727 N 12TH ST TAMPA FL 33613 License#ES12002110F�
ELECTRICIAN �T COMPANY
SIGNATURE � REGISTERED
Y i N �� e•ua.REsr Y ht
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y N FEE CURREN r"
Address License #
MECHANICAL �COMPANY
SIGNATURE REGISTERED Y N FEE CURRET / N
Address License #
OTHER COMPANY E
SIGNATURE REGISTERED ;;;::FEE Ct€1RE1
Address I License E ==
tt11 t RII t14111#11111 tt1#1##111liftltttttt111# 111all #1111R tttt=.
RESIDENTIAL Attach (2) Plat Playas; (2) sets of Building Plans, (1) set of Energy Forms, R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Storm ter Playas w Silt Fence installed,
Sanitary Facilities & 1 durripster, Site irk"crrk Permit for subdivistansrlarge projects
COMMERCIAL Attach (2) complete sets of Building Plays plus <a Life Safety Page; (1) set of Energy Forms, R-O-Vv Permit for new construction.
Minimum ten (10) worknig drays rafter submittal date. Required onsite, Construction Plans, Sloanwater Plans ww/ Silt Fence installed,
Sanitary_ Facilities & i dumpster. Site Work Permit for all new projects, All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans_
*—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over 7500)
— Agent (for the contractor) or Power of Attorney (for the owiner) would be someone with notarized letter from owner authorizing Same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shirarTles Sewers Se {ice Upgrades AIC, Fences (Plot/Survey,/Footage)
Driveways -blot over Counter if on public road ays..needs ROW
011
Seats
1. Design isinaccordance with the Florida Building Code 7thEdition (ZUZ0
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2� Wind loads have been calculated per the requirements ofAS[E7-l8as
shown herein.
l These engineering calculations pertain only tnthe structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) ixassumed tubeingood condition,
capable ofsupporting the loaded system, subject tobuilding department
approval. Nnwarranty, either expressed or implied, is contained herein.
4. System components shall beasnoted herein. All references tonamed
components and installation shall conform tomanufacturer's urindustry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components incontact with steel orembedded inconcrete
shall beprotected asprescribed inthe 2015Aluminum Design Manual,
Part l. Steel components in contact with, but not encased in, concrete
shall becoated, painted, orotherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design asshown only.
Use nfthis specification bycontractor, et. Al, indemnifie*and saves
harmless this engineer for all costs & damages including legal fees @
apeUatefees resulting from deviation from this design.
R E V'!�',VV �
CITY{�� �
BUIL[>11"O.,
Index:
Pg 1 Cove/
PgZ Wind Loads
Pg 3 Anchor Design
1zoomFederal Hwy, ozuo
easysealsmm
ASCE •Design Wind Loads
WALL -MOUNTED SIGNS
Building cs
V = 140 mph Basic wind speed (flint)
Exposure C
Calculations
a = 9.5 3-sec gust speed power law exponent
zg = 900, Nominal ht. of atmos. boundary layer
Gcpi = 0 Internal pressure coeff
Kd = 0.85 Directionality factor
Kzt = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A = 10 sq ft Tributary area
4
"C"
WALL -MOUNTED SIGNS
AS® WIND PRESSURES
SIGN
CENTER
CORNER
HEIGHT
(Zone 4)
K", - °
qZ
GC (1
GI 5
15 ft
23.9 psf
0,851
21.7
10
-._.4(
20 ft
25.4 psf
133.9psf
,90
23.1
- ,10
-:1:
25 ft
26.6 psf
I"� 95)
24.2
'.his
,40
30ft
27.6 psf
.ps
0,98
25.11,
=t
35 ft
28.6 psf
36.4 psf
i0-.
26.0
io
4.)
40 ft
29.4 psf
37.4 psf
1,04
26.7
0
:i.
45 ft
30.1 psf
38.3 psf
27.4
$:
50 ft
30.8 psf
39.2 psf
1,09
28.0
1, 1 :.
-1,40
55 ft
31.4 psf
40.0 psf
3 `
28.6
A1,10
1, 4 __
60 ft
32.0 psf
40.7 psf
314
29.1
- 12 , '00
-W(EW DATEP�
70 ft
27.0 psf
54.1 psf
30.0
`��
- Y k RH) L
80 ft
27.8 psf
55.6 psf
m.21
30.9
0, 0
-� I OFF (A � S
90 ft
28.5 psf
57.0 psf
.
31.7
-0.90
96
100 ft
29.1 psf
58.3 psf
1..2 7
32.4
-0.90
1,80
110 ft
29.7 psf
59.5 psf
c
33.0
9:;
8n,
120 ft
30.3 psf
60.6 psf
33.7
if
- ,80
130 ft
30.8 psf
61.6 psf
34.2
tJ
i,80
140 ft
31.3 psf
62.6 psf
_ z_
34.8
_ u
150 ft
31.7 psf
63.5 psf
38
35.3
_9 0
a480
175 ft
32.8 psf
65.6 psf
36.4
.91
_80
200 ft
33.7 psf
67.5 psf
;
37.5
0
80
250 ft
35.3 psf
70.7 psf
1,53
39.3
-0,90
- ,8
EM
&z�y seals
eaSyseals.com
Wall Sign Anchor Design
Wall material
Anchor type/size
Anchor tensile capacity
Check Anchors for Pullout
Total Reaction: Rt =
No. of anchors req'd: n =
Channel Letter
A = 8.8 sqft (per letter, critical)
Masonry (ASTM C90,1,500 psi min)
1/4" Tapcon
Ref: ITW Tapcon, catalog
Min Embedment: 1"
Min edge dist: 4"
Tcap = 125.0 lb (per anchor)
308 lb — = P*A (per letter)
2.5 anchors per letter — = Rt/cap
Total anchors required: 3 anchors per letter
Min Spacing: 4"
OK, typical anchor option shown. Limit to min (3) per letter, bal.
Ref anchor schedule for other anchor options.
ZIM
PROJECT LOCATION:
ZEPHYRHILLS, FL
REV DESCRIPTION
DUN19-36RT1 LOP
CHANNEL LETTER TYPE FRONT
OUTSIDE COLOR PF DA
INSIDE COLOR REFLEI
FLEXI FILE
DUN 19 RM f 4
SCB FILE
UN 3 �. M $ .
MOUNTING TYPE
FLUSH
MOUNTING TEMPLATE FILE
� DUN19-36RTlLORA$ditL
POWER SUPPLY LOCATION
� REMOTE DRY
I,iL LISTED
UL INFO
55 AMPS / 120 VOLTS
SILVER LABELS .e 4
SECTIONAL LABELS — 3
AMIUMMIWAM
DATE DRAWN BY CHECKED BY CAD #
FOR PRODUCTION USE ONLY E RETURNS TO PF DARK GREY, NEW BORDERS
6/20/22
.IKALLEMEYN RRW 23701
ig
v—,IA
> it
COMPLETED BY F DECREASED CITY OF RETURNS FROM 63 TO 55
6/27/2023
RTURBAK 36395
CHECKED BY SHEET 1 o4 3
General • Design isinaccordance with therequirementsoftheFlaBldg{ode72hEd{2U20}forusewithin&ouisidetheHighVelocayHur,KaneZone(HVHZ).•Thise ne-7rWcertifiesonkYthestructuralintayrrcyofthoseTtems,components,and/orotherconstruction
the No has been is lnzended. deslgnmeets A�i 37&74, AISC 360-tb, ADMI-7S,&NDS-78, be
explicm;spe<ifiedherein.•Electricalnotes,details,& specificatbnsareprovidedbyand arethe sole responsibility
FBC in
aF electnwl<orrtrattor. electtical review performed and no <ertificaaon of such •Structural requirements of as appii<abie.•Szeel<omponernsshzil
Notes: embedded in concrete shall be painted or protected as prescribed In ADMt-t 5(1 a), or plastc/r eoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection.
coated, pairrted,
• All welding shall be per AW5 requirements.
or otherw�s«protected against corroson per Sec 2203.2/2222.6.•Alum components contact wrch
• Sieel welds: E70xx electrodes. •Aluminum welds: 4943 filfer alloy. •Alum extrusions: 6063 T6 or stronger,
stealer
U.N.O.
REM #
; U0M
I OTf
MATERDAL DESCRIPTION
SHIPS INSTALLED
7710940
FT
1
ROUTED BACKS
0150135 ()
EA
55
.040 X 5.3" ALUM COIL PREFINISHED WHrfE/DARK GRAY
1156605
EA
50
GE SELECT MEDIUM GE SEM65-3 12V LED MODULES
1159SPI83L
FT
22
18GA BLUE PLENUM RIP STRIP PAIGE WIRE — IOr LEADS
115980001
FT
INCLUDED
WALLBUSTER CONNECTOR PART OF 115980014
4651150006
FT
2
WALLBUSTER CONNECTOR NUT
994DUN1 936RT1 LORMGTCL—S
EA
1
FACE ASSEMBLY ORANGE/MAGENTA FACES
4650951172914
FT
As NEEDED"#8 X 1/2" SS PHILLIPS PAN HEAD TRIM CAP SCREW
4651152017
FT
AS NEEDED
1/8" X 5/16" RIVET RETURN SPLICE RIVET
4650351003
AS NEEDED
SILICONE CAULK 502 WHITE AROUND INSIDE OF CAN
4650351004
AS NEEDED
SILICONE CAULK CLEAR AROUND LEDS
SHIPS DOSE
1156218
EA
1
GEPSJ860 GE JUNCTION BOX
1156602
EA
1
GEPSIZSE-60U—NA 12V POWER SUPPLY
115980014
EA
2
WALLBUSTER TUBE 14" TUBE
465115558
EA
5
SCOTCHLOK 558 WIRE CONNECTOR
465115557
EA
9
SCOTCHLOK 557 WIRE CONNECTOR
MOUNTING TEMPLATE
EA
1
PRINTED TEMPLATE DUN 1 9-36RT1 LORMGTCL—S
TRADEMARK
EA
) 1
3MM ACM WHITE B/G, MAGENTA CIRCLE, R. TM
4650950160
EA
9
1/4-20 X 3" STUD TRADEMARK STUD
4250022
EA
1
i 1/4-20 GLUEPAD W/ NUTSERT �— TRADEMARK STUD ON ACM
ANCHOR SCHEDULE "AUWTENE2sswtt
aesracep EVEmtr^ q-ry or
WALL MATERIAL ANCHOR TYPE SPACING
1/4" THREADED RODS WITH MIN MIN (5)
2" EMBED IN ADHESIVE PER LETTER
CONCRETE 13ksi) or 1/4" TAPCONS (OR EQUIV) WITH MIN (3)
HOLLOW MASONRY 1.75" EMBED PER LETTER
1/4" EXPANSION ANCHORS WITH MIN (3)
2.5" EMBED PER LETTER
1/4` TOGGLE BOLTS MIN (3)
1/2" PLYWOOD PER LETTER
(NO ACCESS BEHIND) 1/4" WOOD SCREWS, FULL EMBED MIN (3)
PER LETTER
METAL STUDS OR #14 METAL SCREWS TO MIN 189a MIN (3)
METAL PANELS STEEL OR 0.090" ALUM PER LETTER
HOLLOW WALL 114" THRUBOLTS OR LAGS TO MIN (3)
(BLOCKING BEHIND) SOLID BLOCKING BEHIND PER LETTER
PROJECT LOCATION:
ZEPHYRHILLS, FL
.,,..
CHANNEL LETTER 36, 1LORMGTCL S
1, TO
STAPLED RETURN DETAIL
NOTES:
A.) 1/4" DRAIN HOLES DEBURRED MTH COVERS.. p `w:,,Zttl LB
amiumrdmlwAn
DATE �DRN BY CHECKED BY CAD
6/20/22 EYN23701
SHEET 2 of 3
General-Designisln accordancewith the requirements oftheFla Bldg Code 7thEd(2020) for use within& outside the HighVelocityHurricane Zone (HVHZ).-This enggmeenngcertifies onlythe structural inteqrityofthoses stems, components, other construction explicitly specified herein. Electrical notes, details,&sP�cificationsare Pmvldedbyand are the sole responsibility
of the electrical contractor No electrical review has been performed and no certification of such is intended. •Structural design meets requlrementsof AC 1318-14,AISC360-1 ADMI-15,&NDS-78, as appiicab�e.•Steel components shall be coated,painted, orotherwise pprotectedagainstcorroswnpw F8CSec 2203.2/2222.6.•Alum components in contact with steel or
Notes: embedded in concrete shall be painted or protected as prescribed 1n ADMi-15{t a), or plastic/neoprene spacers provided. •Ail exposed fasteners shall be S.S. or have a protective coating for Corrosion protection. • All welding shall be per AWS requirements • Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T5 or stronger, U.N.O.
PROJECT LOCATION:
ZEPHYRHILLS, FL
REV REV DESCRIPTION DATE
E RETURNS TO P} DARK GREY, NEW BORDERS 612012.
CHANNEL LETTER ITEM F f--360iLORMGTCL`=5
I .Or
ma> 214
a
DRAWN • a 01
C 0.
Q N
O O
V y v
v
0
ON N
3t M
�M r
3M�
SHEET 3 a$ 3 m l
I
Gette7aa•Designisinaccordance withtherequirementsofthe Fla Bldg Code7th E11202o)for use within&outside the High Velocity Hurricane Zone(HVHZ).•This enggineering certifiesonlyY thew-turahmey9my ofthoseysytems,components,and/orotherconstructionexplicitly specified herein.•Electrical notes,details,&sppeeccificationsareprovided byand are the soleresponsibilfty
of the electrical conzraczor. No ele<tncal review has been pertormed and no certification of such is intended. •Structural desiggn meets requirements of AC131 &14, AISC 369-i6, ADM1-15, & NDS-18, as applicable. • Steel components shall be coated, painted, or otherwise Protected against corrosion per FBC Sec 2203.2/2222.6. •Alum components in conta<i with steel or
Notes: embedded in concrete shall be palmed or protected as prescribed in ADMt-15(1 a), or plash'/neoprene spacers promded. • AIt exposed fasteners shall be S.S. or have a protective coating for corroson protection. • Ail welding shall be per AWS requirements. • Steel welds: E70M electrodes. • Aluminum welds: 4043 filter alloy" • Alum extrusions 6063-T6 or stronger, U.N.O.
' /°,°
� ���jt�
S
��
�__����_~_�
1. Design isinaccordance with the Florida Building Code 7thEdition (2O2U
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2. Wind loads have been calculated per the requirements ofA3CE7'16as
shown herein.
3. These engineering calculations pertain only to the structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or inaccompanying engineering drawings. The
existing host structure (if any) isassumed tobeingood condition,
capable ofsupporting the loaded system, subject tobuilding department
approval, Nowarranty, either expressed urimplied, iscontained herein.
4. System components shall beaonoted herein. All references tonamed
components and installation shall conform tnmanufacturer's orindustry
specifications assummarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components incontact with steel orembedded inconcrete
shall beprotected asprescribed inthe 2UI5Aluminum Design Manual,
Part 1. Steel components in contact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design osshown only.
Use ofthis specification bycontractor, et. Al, indemnifiesand saves
harmless this engineer for all costs & damages including legal fees &
ape||atefees resulting from deviation from this design.
REVIEW DAM
CITY OF ZEPHYRHILI S
BUILDING OFFICIAL'"
Index:
Pgz Cover
pnZ Wind Loads
Pg 3 Anchor Design
,xw^x
valid
67382
Ea i � 41
z2uomFederal Hwy, wzuo
Boca Raton, FL 33432 Easy Page 1
-'asy seats
e Yse ls.com
Design Wind Loads
WALL -MOUNTED
Building Specs
V = 150 mph Basic wind speed (Vult)
Exposure C
Calculations
a = 9.5 3-sec gust speed power law exponent
zg = 900, Nominal ht. of atrnos. boundary layer
Gcpi = 0 Internal pressure coeff
Kd = 0.85 Directionality factor
Kzt = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A = 10 sq ft Tributary area
15 ® Ex `°"
WALL -MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER CORNER
HEIGHT (Zone 4) (Zone 5)
Kh s Kz
qZ
k4
GCp 5)
15 ft
27.4 psf
34.9 psf
C 85,
24.9
'Its
20 ft
29.1 psf
37.1 psf
0,90
26.5
A
-` ,40
25 ft
30.5 psf
38.9 psf
�, 1
27.8
10-1,40
30 ft
31.7 psf
40.4 psf
10.93
28.9
i 10
-1A0
35 ft
32.8 psf
41,7 psf
m s
29.8
, __
40 ft
33.7 psf
42.9 psf
.e
30.7
-1, 0
-1 ,40
45 ft
34.6 psf
44.0 psf
L ,
31.4
-1 1
-1-40
50 ft
35.3 psf
45.0 psf
1,09
32.1
i .10
-.:.,4
55 ft
36.1 psf
45.9 psf
1,12
32.8
-:k.. `. r
60 ft
36.7 psf
46.7 psf
>>`
33.4
-1.,10
1,40
70 ft
31.0 psf
62.1 psf
, ` f
34.5
90
i
80 ft
31.9 psf
63.9 psf
35.5
-0,90
3.3
90 ft
32.7 psf
65.5 psf
2.24
36.4
_090
_1.80
100 ft
33.5 psf
66.9 psf
27
37.2
-
-1.80
110 ft
34.1 psf
68.3 psf
.
37.9
-0.9_
- a..S
120 ft
34.8 psf
69.5 psf
' ,
38.6
0,9'
S>
130 ft
35.4 psf
70.7 psf
1,3439.3
g3
140 ft
35.9 psf
71.8 psf
1 61
39.9
0, 9
- 80
150 ft
36.4 psf
72.9 psf
:1.,23
40.5
00
-1,8
175 ft
37.6 psf
75.3 psf
1. 42
41.8
0q
- i ,8
200 ft
38.7 psf
77.4 psf
1,46
43.0
0.90
-1,80
250 ft
40.6 psf
81.2 psf
. .
45.1
i . :'
_1.80
Page 2
CALCULATIONS FOR WALL -MOUNTED SIGNS
r
Seats
01", "Y easyseals.com
Wall Sign Anchor Design
��M
Design wind pressure: P = 40.4 psf
Sign type: Channel Letter
Sign size: A = 19.6 scift (per letter, critical)
Wall material: Masonry (ASTM C90,1,500 psi min)
Anchor type/size: 3/8" Large Diam Tapcon
Ref: Red Head LDT, catalog
Min Embedment: 1.511
Min edge list: 4" Min Spacing: 4"
MEE=
Total Reaction: Rt = 793 lb ... = P*A (per letter)
No. of anchors req'd: n = 3.5 anchors per letter - = Rt/cap
Total anchors required: 4 anchors per letter
1IML LV III IN I-P,
Ref anchor schedule for other anchor options.
Page 3
EXISTING
ING
12'-11" WIDE WALL
ANCHOR SCHEDULE—ALLFASTENERSS—
BESPACEOEVENIY
CITY or
WAIL MATERIAL
ANCHOR TYPE
SPACING
3/8' THREADED RODS WITH MIN;
2" EMBED IN ADHESIVE
CONCRETE (3ksi) or
3/8" TAPCONS (OR EQUM WITH
MIN (4)
HOLLOW MASONRY
2.5" EMBED
PER LETTER
MIN (4)
3/8" EXPANSION ANCHORS WITH
3.5" EMBED
PER LETTER
1/2" PLYWOOD
3/8" TOGGLE BOLTS
MIN (5)
PER LETTER
(NO ACCESS BEHIND)
1/4" WOOD SCREWS, FULL EMBED
MIN (8)
PER LETTER
METAL STUDS OR
#14 METAL SCREWS TO MIN I8ga
MIN(6)
METAL PANELS
STEEL OR 0.090" ALUM
PER LETTER
HOLLOW WALL
3/8" THRU80LT5 OR. AGS TO
MIN (4)
(BLOCKING BEHIND)
SOLID BLOCKING BEHIND
PER LETTER
WALL SIGN DETAIL
SCALE: 1/2" = 1'-0"
iNs sgn z' lend=e Deim.aRed- a-xmea
UL
:PreparedBy
X 21(i
jperso-na'P,o,,,B,,
ZEPHYRHILLS, FL 6512 Gall Blud—Zephyrhills, FL
KA/PG
A
to #"ai a� a or'e�sa+ sg : uc c�o�aaa s pprovai Date.
wateftwD'
Fife Name:
Date:
Revision'
� im uz teem ce se. Tre a ri sna Inn `ir-r r
SIGNS I LIGHTING;I IMAGE '1.gfl0$43,3888. ��"
,,:
412855 � R1- ZEPHYRHILS. FL
05/18/23
1
P ,sue
G2dt@tdi-Design is in aaordan<e withthe requirementsofthe fla Bldg Code 7th Ed (2020)fnruse iihin& outside theHigh Velocity Hurricane Zone(HVHZ)- Thisengqineerin99 certifies only the structuralist rttyofthose rystems,comppnents,and/orotherconstrunonexplicitiy specfied herei.-Eteczricaifwtes,detaiks,&s fficazbnsare provided byand are the sole responsibility
of the e4eciriwi contractor. No electrKai review has been performed and no <ertificatton of such is intended. -Structural design rneMs requir meets of ACI 31 &14, A15C 360-t6, ADM7-15, & NDS8, as applicable. •Steel <omponent5 Shall be coated, Painted,. or.
r atherw�5e protected against corrosion per FBC Sec Z2
032/2222.5. • Alum componernz in wntact with steel or
Motes. embedded in concrete shall be painted or protected as prescribed 1n ADN11-15(1 a), or plastic/neoprene spacers provided. - Ail exposed fasteners shall be S.S. or have a protective coating for corrosion protection. •Ail welding shall be per pW5requirements. Steel welds: E70xx electrodes. - Aluminum welds: 4043 filler alloy. • Alum eMruAons: 6053 T6 or stronger, U.N.O.
IS f B 4
DUN 1 9
T1 O� N e r
CHANNEL LETTER TYPE
FRONT � �' . STAPLED RETURNS
OUTSIDE COLOR
PAINTE R 75
INSIDE COLOR
REFLE d° ` aHITE
FLEXI FILE
D 5 V ;
SCB FILE
PEE
',
9ggOy��,.tNTTIpNG TEMPLATE7,
g•a
�F9LUSryH @pT�
POWER SUPPLY LOCATION
i REMOTE DRY �� a�,�'w
AIL LISTED
L INFO
AMPS / 120 VOLTS
SILVER LABELS 1
SECTIONAL LABELS 3
PD, (9- 1 JfUq8
REV 11
REV DESCRIPTION
3 DATE
DRAWN BY ,
Y
CHECKED BCAD #
�y
FORPRODUCTION U E ONLY
� A
RELEASE �
4/23/22
l RWOLFF I
COMPLETED BY }
�
UPDATEDTC CORRECT COIL ITEM NUMBER
5/19/5 222
RWOLFF
3 237SD
CH CKED Y �
SHEET 9 of 3 IC �
UPDATED FROM P€ WERMAX TO LT DEEP LEDS
7°-20-2
KAR�I£SON
37171
General •Design is in accordance With the requirements afthe Fia BWg Code lth Ed (2020)for use Within &outside the High Velocity Hurricane Zone {HVHZ). •This engineering certifies an{ythe structural int^..9 rlty ofthose:t stems, components,and/or other construction expiicidy specified hereto. Electrtcal notes,details,&sppeeccifi<atlonsare X rovided by and are the soleresponsibiltty
of the electrical contractor. No electrical review has been performed and no certification of such rs intended. • Structural desiggn meets requiremems of AC! 378-74, AISC 36a16, ADM7-15, & NDS-1 8, as applicable. • Steel componem5 shall be coated, painted, or otherwise pprotected against corrosion per FBG Sec 2203.2/2222,6. •Alum componerts in contact wrth steel or
(dOteS: embedded in concrete shall be painted or protected as prescribed In ADM7-15(7 a), or plastic/neoprene spacers provided. • All exposed fasteners shad be 5.5. or have a protective coating for corrosion protection. • All welding shall be per be c requirements. •Steel welds: E70xx electrodes. -Aluminum welds: 4043 filler alloy. • Alum extrusions: 606J T5 or stronger, U.N.O.
d
9
CHANNEL LETTER ITEM # i Pb5% �S
5:3t S 8�1a ALLEC �
DARK GRAY-ROBERT AND
1136E20 EA 72 GE LT DEEP LFD 7100K i 24V LED MODULE
11 SE3L FT I 22 Y0✓a ° E PLENUM R S iP Pb,@f;E '6fif32E — 10'
Tf 7r�E r 'pe 3,.
11 1 E4 HuCLUDEC WA USTE NNE P 11591 ® 3
46511 Ea 2 W CEP CONNEC 00 im, t "
4631172$84 ; AS AIEECE£2 $ X 4f2" 3.5 1 #46LL$ PAN 6iC.A0 %3Ak CAP SCREW"""-�^ ? .,�I-.� �..<, 2oMo
S 40uea1 uS 1 L s I EA IFACE AMEMBLY 0E/MAGE
.�
X 1/2SLOTTED NEX ER i
�.32 i j NEEDED TH.. Cu' MING ROU'TE0 HERSCREW; •� �::
1 9i9i •� .
46WS51003 A2 NEEDED SMONE CAULK 502 UND RMDE OF CAN o 0
46 '. 1.. A E AZ NEEDED 3 SUCCINE CAULK CLEAR AROUND $ t V
O
SHIPS LOOSE ? O
3 N N
,156218 EA s GEPSJBW 0E JUH ON BOX I e m
..,, 1130221 EA I .d C»EPS24-100U- GLX2 0E POWER SUPPLY
1 7.3 00 f 4 T EA 2 W EQ TUDE 14" TUBE a
00
465115557 EA rid SCOTCHLOK 5557 °VURE CONPECTOR� !
Z U
465115558 Ex 9 ; SCOTCHL01OK 53$ WNRE CONNECTOR o m0
MOUNTONG TEMPLATE g EA i P TE0 TEM TE S4' 1 §
E K --m - EA i I m e/ro 11k C, o �.. 1
4650950160_ EA 1 1/A® X 3m STUD T �K �TL1� ,� --
42 22 EA 1 1/4-70 GLUEP W1 T 0E K STUD A M
0355 EA 1 20 WE IL �
NOTES:
A.) 1/4- DRAIN HOLES DEBURRED WITH COVERS.
CHANNEL LETTER PROFILE
SCALE ; NTS
p ufle
*Ammumtmlmm
DATE DRAWN BY CHECKED BY I CAD #
General • Design is in accordance with the requirements ofthe Fla Bldg Code 7th Ed(2020)for use within&outsidethe High Velocity Hurricane Zone(HVHZ). •Thisen9in n9 certifiesonlY thestructuralintegrity ofthose systems,components.and/or otherconstru<tionexplicitly, specified herein. •Electricalnotes,details,&spe<ificationsare provided byand are the soleresponsibility
of the electrical contractor. No electrical review has been performed and no certification of such is intended. • Structural designmeets requirementsof AC1318-14, AISC36n-1 ADM1-15,&NDS-18,asapplicable.• Steel components shall be coated,painted, or otherwise protected against corrosion per FBC Sec 2203.2/2222.6.•Alum components in contact with steel or
Notes: embedded in concrete shall be painted .,protected as prescribed in ADMi-15(1 a), or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall be per AWS requirements. • Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum estruslons: 6063 T6 or rtronger, U.N.O.
CHANNEL LETTER rrEM #
-,-
IM
REV € REV DESCRIPTION I DATE
A ; RE SE i
No.67382
,n
Sm o
o R... E
a
`p m 00
M
s a
eC �
.
O O
V a
V
M
(aQpyg;figDezign is in aaordan<e witFtxhe requirements ofthe Fla BWg Code 7th Ed t292Q)for use xrizhin&outside the High Vebcrtrtyy Hurricane Zone (HVHZ).Thisenggineerin certifies on{�yv the stru<turatint rity afthose stems, componerns,andlor atherconaruction explicitly specified herein.Eleciricatrwtes,details,&specifications are rovlded by and are the sole responsib»rty
of the electrica{contractor. No electrical review has been performed and no rertlfication of such is intended.Structurai desigqn meets requirements of ACi 378-tAISG 36a76, ADMt-75,&NDS�i8, as appliwbTy#e.•Steel componemssha4l be coated,painted, or oiherwrse pprotected against coroson per FBC Sec 22o3.2f2222.b.•�tum <omponeMsin <oMact wrih steel or
Notes: embedded in corKreze shall be patrned or Protected as prexnbed m ADMt-7 S{7 a), or plastiilneoprerm spacers provided. • A[i exposed fasteners shall be S5. or have a protective coating for corrosion pr6te[t{on. • A{inekdtng shall be per AWS requirements. •Steel welds: E70xx electrodes. • Aluminum welds: 4043 fi(Ier alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.
Seals
easyse8l5IV0
MH
#3: LOCALE LETTERS
1. Design isinaccordance with the Florida Building Code 7thEdition (2020
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2. Wind loads have been calculated per the requirements ofASCE7-I6as
shown herein.
3. These engineering calculations pertain only tothe structural integrity of
those systems, compunents,and/o/ctherconstmcdonexp|idi|y
specified herein and/or inaccompanying engineering drawings, The
existing host structure (if any) inassumed tobeingood condition,
capable ofsupporting the loaded system, subject tobuilding department
approval. Nowarranty, either expressed orimplied, iscontained herein.
4. System components shall beasnoted herein. All references tonamed
components and installation shall conform tomanufacturer's orindustry
specifications uosummarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6, Aluminum components incontact with steel orembedded inconcrete
shall beprotected usprescribed inthe 2015Aluminum Design Manual,
Part1. Steel components incontact with, but not encased in, concrete
shall becoated, painted, orotherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design as shown only.
Use ofthis specification bycontractor, et. ALindemnifies and saves
harmless this engineer for all costs & damages including legal fees &
apeUatefees resulting from deviation from this design.
Index:
Pgl Cove
Pgz Wind Loads
Pg 3 Anchor Design
t�
seal valid
1zoowFederal Hwy, wzoo
seats
e Syse ls,com
ASCE7-16
Design
s.. Wind 'tii
WALL -MOUNTED SIGNS
Building s
V = 150 mph 0asic wind speed (Volt)
Exposure C
Calculations
a = 9.5 3-sec gust speed power lair exponent
zg = 900, Nominal ht. of atmos. boundary layer
Gcpi = 0 Internal pressure coeff
ASD Load Combo Coeff: 0.6
Kd = 0.85 Directionality factor
Kzt = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A = 10 sq ft Tributary area
15 a Ex
"C"
WALL -MOUNTED SIGNS
ASD WIND PRESSURES
SIGN
CENTER
CORNER
HEIGHT
(Zone 4)
(Zone 5)
Lair .= Kz
qZ
G-'p (41
GCp 5
15 ft
27.4 psf
34.9 psf
0.85
24.9
1,10
-,40
20 ft
29.1 psf
37.1 psf
0,90
265
-1..10
1
25 ft
30.5 psf
38.9 psf
0,95
27.8
-1,10
1.40
30 ft
31.7 psf
40.4 psf
0-98
28.9
1.:$
2. k
35 ft
32.8 psf
41.7 psf
1,0 1
29.8
-1, .0
-_ ,40
40 ft
33.7 psf
42.9 psf
1,04
30.7
-1..10
A..��
45 ft
34.6 psf
44.0 psf
1.02
31.4
_1,i
1-40
50 ft
35.3 psf
45.0 psf
1..09
32.1
- .1'
-1,40
55 ft
36.1 psf
45.9 psf
1,1- 2
32.8
-1.:r.to
-1,4
60 ft
36.7 psf
46.7 psf
1,14
33.4
-1,1
1,40
70 ft
31.0 psf
62.1 psf
117
34.5
_0= 90
1.8 1
80 ft
31.9 psf
63.9 psf
1,21
35.5
-&90
-1,81
90 ft
32.7 psf
65.5 psf
1,24
36.4
-0,90
-1.80
100 ft
33.5 psf
66.9 psf
1 1
37.2
_9.90
4180
110 ft
34.1 psf
68.3 psf
1.29
37.9
-0,90
-f..81
120 ft
34.8 psf
69.5 psf
1..32
38.6
-0,90
- = 81
130 ft
35.4 psf
70.7 psf
-1, 3<?
39.3
r,a 0
i,8('
140 ft
35.9 psf
71.8 psf
1,36
39.9
: ,?
i,80
150 ft
36.4 psf
72.9 psf
1„38
40.5
-OZ9`,
- .80
175 ft
37.6 psf
75.3 psf
` ,42
41.8
_0,90
200 ft
38.7 psf
77.4 psf
1., 65
43.0
.90
..80
250 ft
40.6 psf
81.2 psf
1,51
45.1
-0.90
-1,8
Page 2
Easy Seats
ea'yseal-
Wall Sign Anchor Design
Structure Dimensions & Loading
RMOR"M
Design wind pressure:
Sign type
Sign size
MIKE WMIMINVII ll.ei�VIl"�"I'M��IIL-411-,ll;--Io i"B'1011
Channel Letter
A = 1.6 sqft (per letter, critical)
Wall material: Masonry (ASTIVI C90,1,500 psi min)
Anchor type/size: 1/4" (#14) Rods with Adhesive
Ref: Liquid Nails, 125 psi shear
Min Embedment: 1.511
Min edge list: 4" Min Spacing: 4"
Total Reaction: Rt = 63 lb ... = P*A (per letter)
No. of anchors req'd: n = 0.9 anchors per letter - = Rt/cap
Total anchors required: 1 anchors per letter
Ref anchor schedule for other anchor options.
Z=
ErM
EXISTING
r,
RE .__ w.
CITE` OF ZEPHYRHM
BUILDING OFFICIAL.
Im
ZEPHRYH ILLS
XDUNKIN."
WALL SIGN DETAIL
SCALE: 1/4" = 1'-0"
9=001=1
ANCHOR SCHEDULE "ALL FASTENERS SHALL
BESPACED EVENLY"
(1TY t)t
WALL MATERIAL
ANCHOR TYPE
SPACING
114" THREADED RODS WITH MIN
MIN (3)
2" EMBED IN ADHESIVE
PER LETTER
CONCRETE (3ksi) or
1/4" TAPCONS (OR EQUIV) WITH
MIN (3)
HOLLOW MASONRY
1,75" EMBED
PER LETTER
114" EXPANSION ANCHORS WITH
MIN (3)
2.5" EMBED
PER LETTER
1/2" PLYWOOD
1/4" TOGGLE BOLTS
MIN (3)
PER LETTER
(NO ACCESS BEHIND)
1/4" WOOD SCREWS, FULL EMBED
MIN (3)
PER LETTER
METAL STUDS OR
#14 METAL SCREWS TO MIN 18gaMLETTER
METAL PANELS
STEEL OR 0.090" ALUM
HOLLOW WALL
1/4" THRUBOLTS OR LAGS TO
(BLOCKING BEHIND)
SOLID BLOCKING BEHIND
refsvrrrtatU115, 4. - ®UNKIN° .._412655 '43109 a,ao, mueeaeonaiFxcmrcoe ear 7nm rcwurunenm "'"" '" ""' . ----
71perso-na0021stStfeetSoutltcYest L NeraPPb b
Location: Prepared By: codes TMu m:maes wover9ro�r<u eaaa cP�ns ru>B.
PO Box ZEPHYRHILLS,FL 6512GallBlvd—Zephyrhills,FLKA a
o nmaocumem oaama er Pe�aa. sp ecv dea:voc;Rwar ppreval Date
WBief wn, SD 57201-W 0File Name: Date: ReNsionmmad mrena a.onrs Personal dse tm a n m"oi ea anaree,
SIGNS' LIGHTING I IMAGE 1,80G,843,9888,wwir�aetso 412fi55- R1- ZEPHYRHILS, FL 05/17/2023 1.
General-Deslgnisinaccordancewiththerequirementsofthgll lldg Code7th Ed(20207 forusewithin&co 1s ethe HighVelocity Hurrkane Zone(HVHZ'r. •Thisengqin certifresonlYthe nructuralmte9rrcy ofthose systems,components:and/.,other construction explicitly specified herein.•Electrical notes,details,&specifications are provided by and are the sole responsibility
oft
electrical contractor. No electrical review has been performed and no certification of such is intended. Structural design meets requirements of ACI318-14, AISC 360.16, ADM1-15,&NDS-l8,aof".cabie.•Ste'components shall be coated,painted, or otherwise pprotected againstcorrosion per FSC Sec 2203.2/2222.6.•Alum components iniontact with sreel or
N04es: embedded in concrete shall be painted or protected as prescribed m ADM1-15(l a), or plastic/neoprene spacers provided • Ail exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall be per AWS requirements. •Steel welds: E70xx electrodes. - Aluminum welds:4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.
i lom
BGC-006756-2023
Issue Date: 10/02/2023
6512 Gall Boulevard
Contractor: ALLIED 'PIGNAGE
Address: 1320 E. 9Th Ave
TAMPA, FL 33605
Building Valuation: $7,500.00
Electrical Valuation: $1 .00
Mechanical Valuation: $1 .00
Plumbing Valuation: $1,00
Total Valuation: $7,503.00
Total Fees: $116.25
Amount Paid: $11625
Date Paid: 10/2/2023 10:29:15AM
REINSPECTION FEES: (c) 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.
14; FIT �73 -1171=7117
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
77 tNT PEfIT OFFICEI) '��TOR SIGNATURE
.WERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Ph�oneCon�tactfor Permitting
It I t a a a a a a * t a 41
Owner's Name RADIANT GROUP LLC Owner Phone llum lIer 1(813) 247-4731
Owner's Address � Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS [6512 GALL BOULEVARD ZEPHYRHILLS FL 33541 LOT # RE:]
SUBDIVISION 1001A PARCEL tD# 1 02-26-21 -001 A-00000-00 10
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW C0N5TRF__1 ADDALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK INSTALLATION OF EXTERIOR DIRECTIONAL
1 S (5)
BUILDING SIZE SO FOOTAGE HEIGHT
=BUILDING t1_500. 00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE = I PROGRESSENERGY W,R E C
=PLUMBING rF 5,6 �Azv
=MECHANICAL VALUATION10F MECHANICAL INSTALLATION x "IV
=GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER PANY ALLIED SIGNAGE
ERED L1 N �%� YIN
FEE CURREN
n, O'ST
SIGNATURE JI_R_E�,�
Address 13727 N 12TH ST TA PA FL 3k'�3 License
ELECTRICIAN COMPANY
SIGNATURE RECISTERED Y t FEE CURREN L±LN _J
Address License
PLUMBER COMPANY
SIGNATURE REG�STERED YiN FEE CURREN L±LN�_J
Address License OF -
MECHANICAL COMPANY
SIGNATURE REGISTERED N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED L_ILN_j FEE CURREN
Address License #
RESIDENTIAL Attach (2) Plot Plans" (2) sets of Building Plans" (1) set of Energy Forrns, R-O-W Permit, for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Storniwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster-1 Site Work Permit for subdivisionsflarge projects
COMMERCIAL Attach (2) complete set-, of Budding Plans plus a Life Safety Page-, (1) set of Energy Forms. R-O-W Permit for new construction,
MMMIUM ten (10) working days after submittal date Required onsde, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitaty Facilities & I dumpster Site Work Permit for all new projects All commercial requirements must meet compliance
SIGN PERMIT Aftach (2) sets of Engineered Plans
-*PROPERTY SURVEY required for all NEW construction
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over S2500, a Notice of Commencement is required. (A/C upgrades over 57500)
— Agent (for the contractor) or Power of Attorney (for the owner) vvouid be someone with notarized letter from owner authorizing sarne
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs If shingles Sewers Service Upgrades A/C Fences (Plot/SurveylFoologe)
Driveways -Not over Counter if on public roadways needs ROVV
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICT ION The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive
than County regulations The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired as contractiar or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. if the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Buddinci Inspection Division —Licensing Section at 727-847- 8009-
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block' of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the comitn.XbOn Of new buildings, change of use in existing buildings, of
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended The undersigned also understands, that
such fees, as may be due, will be identified at this time of pen-nitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve as certificate of occupancy or foal
power release, the fees must be paid prior to permit issuance- Furthermore, if Pasco County Water/Sekiver Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances -
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended)if valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien L&w—Horneowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "ovvner, I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the, "owner" prior to commencement
CONTRACTOR'SIOWNER'S AFFIDAVM I certify that all the information in this application is accurate and that all work will be done in compliance with
ail applicable laws regulating construction, zoning and land development. Application is hereby made, to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work wilt be performed to meet standard-, of ail
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also cedify, that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify, what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
- US Environmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill
- Use of fill is not allowed in Flood Zone "W unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
.compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties., the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate pennit may be required for electrical work, piumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall iSSLIance of as permit present the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall becorrie invalid Untess the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for as
period of six (6) months after the time the work is commenced- An extension may be requested, in writing, frcxn the Builcling Official for a period not to
exceed ninety (90) days and wilt demonstrate justifiable caause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned
imm.) isiartfe!rsonatly KnOV01,10 rne w nasinave prootK;ea
------- identification -
Notary Public State of Florida
............
CONTRACTO
and r to , r it 'Arf&nme t
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da4%1�aj����Nofary Public
Commission No YM 0
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1. Design isinaccordance with the Florida Building Code7th Edition(2020)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2� Wind loads have been calculated per the requirements of ASCE 7-16 as
shown herein, except where noted otherwise.
3. These engineering calculations pertain only tothe structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) isassumed \obeingood condition,
capable of supporting the loaded system. No warranty, either expressed
orimplied, iscontained herein.
4. System components shall beaunoted herein. All references tnnamed
components and installation shall conform tumanufacturer's orindustry
specifications assummarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components incontact with steel orembedded inconcrete
shall beprotected asprescribed inthe 2UlsAluminum Design Manual,
Partl`A. Steel components incontact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
l Engineer seal affixed hereto validates structural design asshown only.
Use ofthis specification bycontractor, et. Al, indemnihesand saves
harmless this engineer for all costs & damages including legal fees &
apeUuiefees resulting from deviation from this design.
Pgz
Cover
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Wind Loads
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Footing Design
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ASCE
!l Design Wind Loads
e
FREESTANDING SOLID SIGNS AND WALLS (AT GRADE)
Building ecs
V = 140 mph Basic wind speed
Exposure C
Calculations
a = 9.5 3-see gust speed power law exponent
zg = 900, Nominal ht, of atmos, boundary layer
G = 0.85
Risk Category 2 Structure
ASD Load Combo Coeff: 0.6
hRTC®/
Monuments
at grade
W/Ht Ratio <_ 0.5
DESIGN
SIGN
WIND
I
HEIGHT
PRESSURES
qZ
�
28.6 psf
0,85
21.7
F20
±
29.7 psf
.88
22.6
±
30.4 psf
0,90
23.1
±
33.1 psf
0,98
25.1
35 ft
±
34.2 psf
: ,01
26.0
40 ft
±
35.2 psf
1,04
26.7
45 ft
±
36.1 psf
i.07
27.4
50 ft
±
36.9 psf
1,09
28.0
55 ft
±
37.6 psf
1.1.2
28.6
60 ft
±
38.3 psf
1AA
29.1
70 ft
±
39.6 psf
1:17
30.0
80 ft
±
40.7 psf
1,21
30.9
90 ft
±
41.7 psf
1,24
31.7
100 ft
±
42.7 psf
1,27
32.4
110 ft
±
43.5 psf
1,29
33.0
120 ft
±
44.3 psf
,3 2,
33.7
130 ft
±
45.1 psf
1,34
34.2
140 ft
±
45.8 psf
1,36
34.8
150 ft
±
46.5 psf
1,38
35.3
175 f
8.0ps
1,42
36.4
0ft20
9.4 psf
1A6
37.5
70ft 1
1.1:3
39.3
Kd =
0.85
Directionality factor
Kzt =
1.0
Topographic factor
Ke =
1.0
Ground elevation factor
Cf =
1.55
Force Coefficient
...Width
f Height ratio ? 0.5
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Design wind pressure: P=
Overturning Safety Factor: U=
Sign area 1: Al =
Height ofapplied force above grade: h1=
Sign area J: A2=
Height ofapplied force above grade: h2=
Overturning Moment:
1.5
—peCzg0,�.}
4.1
sqft
—tributary area zfor each fmte,(e�.sign)
4.1
ft
—heightofareazcentmid
1.1
sqft
—tributary area 2for each fmoter(e.g.post)
1.7
ft
... height ufarea 2cmntmid
K4n=
P*(A1*h1+A2*h2)
Round Footing Diameter:
B=
1
ft
Footing depth:
d=
3
ft
Superstructure weight:
Dr=
200
|b
Soil cover weight:
Ds=
O
|b
Footing weight:
Df=
353
|b
Total weight:
D=
553
|b
Soil cover: ds= 0 ft
—=100pcf*n*8A2/4*ds
—=150pd*n*8^44*d
—=Dr+Du+Qf
Unconstrained (No rigid floor or pavement at ground surface)
Allowable lateral soil bearing pressure ot I/3depth:
31= 2*P|at * (d+ds)/3
51= 300 psf
Total applied lateral load: Ptot= 0.15 kips
Equivhtofapplied load: heq= IGO ft
Ao= 2.34*Ptot/(S1*8)
As= 1.2 ft
dreq = As/2 * [ 1 +V(1+436* ) ]
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Specifications for Aluminum Structures (Buildings)
Design Check of " "
./0
o6063_T6 Aluminum be
AJ|oy: 6063
Temper
T6 VVeNedN |
|
SECTION PROPERTIES
41
th
b
4.000"
Flange width
�
d»
0.075"
Flange thickness
h
4.000"
Web height
th
0.075"
Web thickness
/x
3.02in^4
Moment ofInertia about axis parallel toflan
/y
3.02 in^4
Moment ofInertia about axis parallel to web bb�
Sc
1S1in^3
Section modulus, compression side (about X-axis)
rx
1.60in
Radius ofgyration about centroida|axis parallel toflange
ry
1.60 in
Radius of gyration about centroidal axis parallel to web
1
4.54in^4
Torsion constant
A
1.18in^2
Cross sectional area ofmember
MEMBER SPANS
L
10.0ft
Unsupported member length (between supports)
Lb
8.0ft
Unbnaced length for bending (between bracing against side -sway)
k
1.0
Effective length factor
Ftu
30ksi
Tensile ultimate strength
Fty
25 ksi
Tensile yield strength
Fcy
25 ksi
Compressive yield strength
Fzu
19ksi
Shear ultimate strength
E
10,100 ksi
Compressive Modulus of Elasticity
Fb = 11.90 ksi Allowable bending stress
Fac = 7.98 ksi Allowable axial stress, compression
Design wind pressure: P= 28.6 osf End Supports: Canti|iever
Sign area: A1= 5.2 sqft —u1barea for each post (e�. sign+pust)
Eccentricity ofapplied force: e1= 3.6 ft —dist toarea centmid(weighted avghz'h2)
Mr 0.54kip4t Bending moment developed inmember Mo= 1.5ki+ft
fb= 4.36ksi Bending stress developed inmember
Fb = 11.90 ksi Allowable bending stress of member fb < Fb ON
v
c) Kbf
s I a
GR
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DUNICIN'
412655
431®9
u� ms000 m Nau�aiE oa �i oN"r as ° __._ ,_ „„
700 21st Street SouthWeaf
tocahon:
Prepared By -
we . rn s "wd,' Pro A d y m n mire or ft s.
personarersoneblgns,Lu.
PC) Soxx21(
ZEPHYRHILLS,FL 6522GallBivd—Zephyrhilis,FLKA
r b, vm sg�s �_caec,c«:+�,r, Approval Date
'atertoWn;.SU 5721'11-
Name:
Rafe:
Revision:
ar, o�an�d�w�m pared
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SIGNS E LlCaiiTINCi IMAGE 1.800S43286S,v ape
_�,'Fila
412655 - R1-ZEPHYRHILS. FL
05117/2023
1
P", s;°,,LLC,°°
General-Cgy^nisi'acccrdancewiththerequirementsoftheFt.WVCode7thEd(2020)torusewithin&outsidetheHighVelocityHurricaneZone(HVHZ).•Thisang ggcertifiesonlyytheA.11ucturalroteqqrityofthosesyystems,components,and/orothe,—tedstruction explicitlyspeUfiedherein.•Elect rosiotes,details,&sppeeccifications arepproviddbyandarethesoleres nsibiltty
of the electrical c.m' tar. No electrkai review has been performed and no certification of such is intended. •Structural Betzq meets requirements of A81318r�i 4, AISC360.16, ADMt-15,&NDS-i8, as applkabie.•Steet components shall be coated,painted, or atherw�se pprotected against corrosion per FBf Se<2203.2/2222.6.•Alum componemsin <orot—wl steel or
Notes: embeddedncnnrM2shalIbepaintdorprotectedasprecribedi'ADMt-15(la),orplastic/rteoprertespacersprovided.•AOexpbdfastenersshallbeS.S.or haveaprotectivemaorg;forcorrosionpretemon.•AiiwedingshallepeAWSrequirements.•Steel welds:E70.a[ odes.-Aluminumwaid
s:4043filleralloy, •Alum extrusions:6063-T6orstronger,U.N.Q.
NO. QTY. ITEM# Material DESCRIPTION SIZE
1 1 WELDMENT WELDED PARTS SEE CUT LIST
2 1156844 LED 7100K HO EDGE STRIP
E63
1 1156143 POWER SUPPLY GEPS24-25U-NA POWER SUPPLY
1 4651150003 COVER PLATE BLANK CCB WITH GASKET (#0700442 FASTENAL)
1 ALUMINUM TOP SKIN .063"
1 ALUMINUM SIDE SKIN .063"
7 1 ALUMINUM BOTTOM SIGN REINFORCEMENT .080" X i" X 39'
8 1 1150006 SWITCH EXTERIOR CUT OFF SWITCH
9 1 1150007 SWITCH SAFETY LOCKING SWITCH
10 1 STEEL END CAP .125" THICK
11 8 46509532041 SCREW SCREW # 12-14 X 3/4" SELF DRILLING HEX HEAD
12 4 46509531050 1 STEEL #8-18 X .625 SQUARE HEAD SELF DRILLING ZINC #2 POINT
SCREW
34 1 /2"
it
13'
II
i 30 1 /2
114 1 /2"
FRAME JOB#
FRAME ITEM# DUN19-1X2DR
FRAME TYPE ALUM SP
OUTSIDE PAINT COLOR
`
REV
DESCRIPTION
DATE
DWN
A
NEW 2019 ITEM #
12/9/19
PB
B
CROSS LENGTH
12/20/2019
RS
C
CHANGED SPACER TO 2
PIECE
6/19/2020
PB
C
ADDED BOTTOM STRAP
6/19/2020
PB
D
24-25 PS
1/20/2021
RS
E
ADDED ANGLES TO MEET UL
2/5/2021
PB
F
UPDATED RETAINER PIECES
3/25/2021
PB
G
ADDEDHARDWARE
1/31/2022
PB
H
GLOSS FINISH
5/17/2022
RS
I
1 WPi h Ci7F R SPACING;
7/3/9n9l
RSPli
U.L. INFO 1 POWER SUPPLY
3 AMPS/ 120V
PAINT:
NOTES: FRAME- PMS 7540 C (GLOSS)
MOUNTING TUBE - PMS 165 C
u 0 I
11784
15441
TOLERANCE UNLESS NOTED
.xxx +/-.0625 .xx +/-.125
x +/-,25 x. +/-.5
ANGLES +/-T
15634
16077
Haan
DWG NO:0020437
General • Design is in accordance with the requirements ofthe Fla Bldg code7th Ed (2020) for use within & outside the High Velocity Hurricane Zone (HVHZ). • This engineering certifies only the structural roteymy of those systems, components, and/or other construction explicitly specified herein. • Electrical notes, details, & specifications are provided by and are the sole responsibility
of the electrical contractor. No electrical mview has been performed and no certfication of such is intended. • Structural desggn meets requirements of AC1318-14, AISC 360-76, ADM7-15, &NOS-iS, as applicable. •Steel components shall be coated, painted, or otherxrtse pprotected against corrosion per F@C Se< 220311222Y.6. •Alum components in contact with steel or
[�42�e5: embedded in concrete shall be palmed or protected as prescribed In ADM7-15(i a7, ar plastiUneoprene spacers provided. • AE4 exposed fasteners shall be S.S. or have a protective coating for corrosion protection- •All welding shalt be per AWS requirements. •Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy, • Atum extrusions: 6663-T6 or stronger, U.N.O.
Persona Skjns, LLC
211st Seet Souwes
in700 trttersona PO BOX 210
1 Watertown, SD 5720-0210
StGNS I LIGHTIWat
NG I IMAGE 1,80OZ43.9888 - wwwpersonasi
2655 - FZ2 - ZEPHYRHILS, FL
DUNKIN DONUTS
6512 GALL BOULEVARD
ZEPHYRHILLS, FL 33542
8� 54" DD REMOTE CL SET
Q1 15'y RUNS ON DUNKIN
Cip DRIVE THRU WITH NO SPEAKER
0 I'-6't X T DUNKIN'DRIVE THRU FACE
REPLACEMENT
DD DRIVE THRU WITH REVERSE ARROWS
'-- DD WITH DRIVE THRU RIGHT ARROW
DD DRIVE THRU WITH REVERSING
ARROWS
91, DD DRIVE THRU REVERSE ARROWS WITH
CAR WASH
J1, DD WITH ARROWS ON BOTTOM
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