HomeMy WebLinkAbout20-115 .o
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City of Zephyrhilis PERMIT NUMBER "
5335 Eighth Street
Zephyrhills, FL 33542 BGC-000115-2020
- Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 05/21/2020
Permit Type: Building General (Commercial)
Property Number• Street Address
35 25 210010 00700 0000 38011 Pretty Pond Road
Owner Information Permit Information Contractor Information
Name: SF ZEPHYR COMMONS Permit Type:Building General(Commercial) Contractor: INTERNATIONAL C&C
OUTPARCEL LP Class of Work:Wall Sign CORPORATION
Address: 38011 Pretty Pond Rd Building Valuation:$2,500.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: (813)502-1550 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 11/0
Total Valuation:$2,500.00
Total Fees:$78.75
Amount Paid:$78.75
Date Paid:5/21/2020 3:21:25PM
Project Description
INSTALLATION WALL SIGN RACEWAY LETTERS 126.28 X 4 FT
Application Fees
Building Plan Review Fee $26.25 Building Permit Fee $52.50
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.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
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.
LZtWRACTOR SIGNATURE PE IT OFFICE
C/411MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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Zephyr Commons Self Storage !
AAR�CC1fJIe� - _
5 iI ®."moo Pretty Pond Road
O I Zephyrhilles,FL
L I
JIJ fRp 20210066A23 10090p(-, 842
State of
Florida 04/22i2020 I2:22pin Page 1 of 1
R_�pt: 2155489 Rec: 10.00
Pasco c`1, 0,00 I T: 0.00
County of ikk Alvarez-SUu).es, Esq
Pr,sct�PERMIT NUMBER: County Clerk. & Gafnptr•ntlE:t-
NOTICE OF COMMENCEMENT
The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,
Florida Statutes,the following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY(Legal description of the property&street address,if available)TAX FOLIO NO.:
SUBDIVISION BLOCK TRACT LOT BLDG UNIT l
38011 Pretty Pond Rd.Zephyrhills FI 333541
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Building Signage
' 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
a.Nameandaddress: Zephyr Commons Storage 400 Clematis St.Suite 201 West Palm Beach FI 33401
b.Interest in property: Owner '
c.Name and address of fee simple titleholder(if different from Owner listed above):
4. a.CONTRACTOR'S NAME: International C&C,Corp DBA Sign X-Press
Contractor's address: 10831 Canal Street, Largo,,FL 33777 b.Phone number: 727-541-5573
5. SURETY(ifapplicable,a copy ofthe payment bond is attached):
a.Name and address: N/A
b.Phone number: c.Amount of bond:S
6.a.LENDER'S NAME: N/A
Lender's address: b.Phone number:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7.,Florida Statutes:
a.Name and address: N/A
b.Phone numbers of designated persons:
8.a.In addition to himself or herself,Owner designates NSA of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
b.Phone number of person or entity designated by Owner: N/A
9. Expiration date notice of encement(the expiration date will be 1 year from the date of recording unless a different date is
specified): 20&W
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I.SECTION 713.13,FLORIDA STATUTES AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
V U
Todd Addison
(S gnature of Owner or Lessee,or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office)
Authorized Off r/Director/Partner/Manager)
State of .F
County of
f�- rI
The foregot i trument s�c nowledged before me this Q day of 20
by � 1, l.0 0,- as
for 2 Q vf--,�n fpp/errson)_' e, (type of authority,...e.g.officer,trustee,attorney in fact)
(14
(name of party on behalf of whom iinnswtrument was exe ted)
Personally Known o=� A
io y e t' ation Produced �9
M La State' Fbrida
a M l.�Bonte�
ommission GG 00720es08124/2020 (Signature of Notary Public)
opj^ ype,or Stamp Commissioned Name of Notary Public)
Easy Seals
easyseals.com
DESIGN CALCULATIONS
FOR
CUBE SMART
24" LETTERS ON RACEWAY
Pretty Pond Rd—Zephyrhills
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 6th Edition(2017)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
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 in accompanying engineering drawings. The Index:
existing host structure(if any)is assumed to be in good condition, Pg 1 Cover
capable of supporting the loaded system,subject to building department Pg 2 Wind Loads
approval.No warranty,either expressed or implied,is contained herein.
Pg 3 Anchor Design
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein,revisions may be JY
required or a separate site-specific engineering evaluation performed. ;;g •• iel valid
6. Aluminum components in contact with steel or embedded in concrete •.t��
shall be protected as prescribed in the 2015 Aluminum Design Manual, = No.67 Z3 •:,
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 as shown only. ST TE O •
-Use of this specification by contractor,et.Al,indemnifies and saves '��it►••'c r 13
harmless this engineer for all costs&damages including legal fees& Chr' g �£�#67382
apellate fees resulting from deviation from this design. Easy Ses81„1116E uth#31124
Federal Hwy,azoo Easy Seals.com Page 1
Bocaoca Raton,
ton,FL 33432
J.Q,
Eas Seals CALCULATIONS FOR WALL-MOUNTED SIGNS
easysealscom
" ASCE 7-10 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6
Exposure C
Calculations
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900, Nominal ht.of atmos.boundary layer Kzt= 1.0 Topographic factor
Gcpi= 0 Internal pressure coeff
A= 10 sq ft Tributary area
140 mph - UP "C"
WALL-MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER CORNER
HEIGHT (Zone 4) (Zone 5) Y Y qZ U Uu,
15 ft 23.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40
20 ft 25.4 psf 32.3 psf 0.90 38.5 -1.10 -1.40
25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40
30 ft 27.6 psf 35.2 psf 0.98 41.9 -1.10 -1.40
35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40
40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40
45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40
50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40
55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40
60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40
70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80
80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80
90 ft 28.5 psf 57.0 psf 1.24 52.8 -0.90 -1.80
100 ft 29.1 psf 58.3 psf 1.27 54.0 -0.90 -1.80
110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80
120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80
130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80
140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80
150 ft 31.7 psf 63.5 psf 1.38 58.8 -0.90 -1.80
175 ft 32.8 psf 65.6 psf 1.42 60.7 -0.90 -1.80
200 ft 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80
250 ft 35.3 psf 70.7 psf 1.53 65.5 -0.90 -1.80
Page 2
' �aS S�QI.S CALCULATIONS FOR WALL-MOUNTED SIGNS
A easysmismm
' Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
Sign type: Raceway
Sign size: h= 24.0 inches (height)
Wall material: Masonry (ASTM C90,1,500 psi min)
Anchor type/size: 1/4"Tapcon
Ref: ITW Tapcon,NOA 07-1126.10
Min Embedment: 1.25"
Min edge dist: 2.5"
Anchor tensile capacity: Tcap= 195.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 70 Ib/ft ...=P*h (along raceway)
Anchor spacing req'd s= 66.5 in O.C. ...=(2*cap)/Rt
Pairs of anchors at 66 inches on center(max)
5.5 feet on center
OK,typical anchor option shown. Limit to pairs at 48" O.C. max.
Ref anchor schedule for other anchor options.
Page 3
1 11
ANCHORSCHEDULE
WALL MAn
1
1 CONCRETE(3
NZZ
HOLLOW MA
n 1/2"PLYW(
(NO ACCESS B
METAL STUDS)
1 LETTER DETAIL
SCALE:1/2"=11-0"
ONE(1)SET OF FRONT LIT,PLEX FACE CHANNEL 5" 41/2"
LETTERS ON RACEWAY.
BOXED SQUARE FEET=25.33MEN
( I
. 2
RED RED RED RACEWAY
ACRYLIC FACES JEWELITE PRE-FINISHED TO MATCH 12 I
#7393 RETURNS FASCIA -
(T.B.D.) 4
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I
( I
I I
( I Q
My OF ZEIy I I o
NUILDOG OFFH(;iAL ''/4"Drain holes at bottom
of letter cans w/light baffles
2 LETTER SIDE SECTION
SCALE:NOT TO SCALE
121-811
F-1
T—;
Yit ! ! "P:
l' n"
o L L
50 _
SOUTH SIDE BUILDING ELEVATION ° 4 L DR:MN 5TON1
2 SCALE:1/8"=1'-0• "BEl'ONQ VENEER.(1'15V-1
General •DeslgnlsinaccordancewiththerequlrementsoftheflaBldgCode6thEd(2017)forusewithin&outsidetheHighVelodtyHurdoneZone(HVHZ).•Thlsengineedngcertifiesonlythestmcturalintegdtyofthosesystem%componentsand/orother(omWcDonexplicidysp
Notes: as applicable.•Steel components shall be mated,painted,or otherwise protected against corrosion per RIC Sec 2203 2/2222 6.•Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed In ADA41-1511a),or plan
INTERNA10 P••• ;
Is
"ALL FASTENERS SHALL BE SPACED EVENLY"
ANCHORTYPE QTVorSPAaNG
•
1/4"THREADED RODS WITH MIN 2"EMBED IN ADHESIVE PAIRS AT 48"O.C.
1/4"TAPCONS(OR EQUIV)WITH 1.75"EMBED PAIRS AT48"O.C.
1/4--EXPANSION ANCHORS WITH 2.5"EMBED PAIRS AT48"O.C. o ®�
1/4"TOGGLE BOLTS PAIRS AT 48"O.C• 10 //•� 1 St • 030
1/4"WOOD SCREWS,FULL EMBED PAIRS AT 38"O.C. GJ"
o�
014 METAL SCREWS TO MIN 18ga STEEL OR 0.090"ALUM PAIRS AT 48"D.C. LIa�` �d7, "F1SI�o�n1YC��l• °. �NR
JG 1/4"THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND PAIRS AT48"O.C. ■-72• r ! S 6 `�%�� °D m
tA
Fax: 1-727-5 745 BE W
LIC. #ES 12000419 0.
Specifications: www.intiSign.com o 0
uLLiu
u
1. Existing Facade:To be determined Client: o
2. 0.040"Aluminum letter returns pre-finished Red CUBESMART N N
3. 1"Jewelite trimcap(Red)bonded to face and#8 pan head screws to returns PRETTY POND ROAD �`m
Note:2"trimcaps for letters 54"and larger ZEPHYRHILLS,FL.
LL
4. .125"ACM backs(pre-finished white)fastened to returns.Seal w/VOC compliant
360 white latex caulk to prevent moisture penetration. Date: o°Oo
"•T
ra) 11 5. Red LEDs.Principal LEDs,Red Quick Mod 2 AUGUST 2,2019 LL cc OP
6. 3/16"#2793 Red Acrylic faces o 0
7. Disconnect switch UL Outdoor rated toggle type w/neoprene boot per NEC 600-6 Drawing Number: rim
8. Primary electrical feed in 1/2"flex UL conduit/customer supplied UL junction box H19105-50-ZEPHYRHILLS
9. Power Supplies
10. Low profile extruded aluminum raceway(7"x 4 1/2")w/watertight cover.All painted Revisions:
to match the facade(color TBD) DATE: DESCRIPTION.,
11. 2"Aluminum mounting clips,Maximum 6"from each end and every 48"o.c.(TYP) 00-00
12. Rivets,3/16"aluminum#66(letter to raceway fastening):MIN(3)PER LETTER. 00-00 NR
13. Mounting hardware to suit(non-corrosive) 00-00 NR
a
00-00 NR N
00-00 NR
Cn
• 00-00 NR Ln
c c
00-00 NR v IV
00-00 NR U N
00-00 NR IL
v
C ry
r 00-00 NR 0
Ev
200'-0" Sales Person: o
BETH RENFRO N
Scale: Ln
AS NOTED w oloo�
Drawn by: o Ln
cn
O.BARNITZ DD
0
tv
LORD APPROVAL_. CLIENT LAND
doOAPPROVED
[IAPPROVED AS NOTED
• - ❑REVISE AND RESUBMIT n
.. . . .. i - . . Signature:
Title:
Date:
SIGNATUREABOVE ACxNOW nut ALL61G LE0GE8 L SPECnON5 AND Ln II
DMENSIONS ON THESE GNOMES ARE UNDERSTOOD AND CORRWr.. N
. . - . . _
CU
.•
• . . . . THIS IS AN OflIGINAL=DRAWING PROVIDED
:. :.
AS PART OF A PLANNED PN'OdECT AND IS NOT m
TO BE EXHIBRED ECOPIED OR REPRODUCED V�
WITHOUT THE WRITTEN PERMISSION OF Y
INTERNATIONALSIGN=COMPANY OR ITS cc
AUTHORIZED AGENtS-ALL`RIGHTS RESERVED.
PRIMARY ELECTRICAL POWER TO SIGN CL
TO BE BY OTHERS ALL POWER TO BE E
120 VOLT UNLESS OTHERWISE STATED. a o
- ;ti'- .•i` JSTFG ELECTRICAL TO USE 11 a
e i •U.L.LISTED COMPONENTS >i' MET us ANDSHALLMEETALL
r STANDARDS N MUST BE GROUNDED S G N COMPLIANCE WITH p
fIN'GRAD —
$EE CIVIL. . ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. W C
SHEET NO. 102 a z
3
ereln.•Hect ical notes,details,&specifications are provided by and are the sale responsibility ofthe electrical contractor.No electrical review has been performed and no certification of such is intended.•StFuctural design meets requirements ofACl318-14,AISC 360-10,ADM1-15,&NDS-15,
rene spacers provided.•All exposed fasteners shall be S.S.or have a protective coating for corrosion protection.•NI welding shall comply with AWS requirements.•Steel welds:E7OxK electrodes.•Aluminum welds:4043 filler alloy.•Alum extrusions:6063-T6 or stronger,U.N.O.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department -7 5 (G -7031 C-C ff
Date Received -7
] Phone Contact for Permitting `02
Owner's Name K-�C h T cv-&-p n,S Owner Phone Number
Owner's Address {' C � �''S T �% 6 a Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address (( /I rr
JOB ADDRESS 3 8 G('� �� � 'k,( ►1f �L� �J A- ?s� LOT#
SUBDIVISION - PARCEL ID# "02� -�7d�b `�®7CaG
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED ® NEW CONSTR e ADD/ALT = SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION Q BLOCK 0 FRAM.E = STEEL Q G
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE /7-6 HEIGHT q p4
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ "da AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ /
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS as4W,6G FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N-i FEE CURREN Y/N
Address License#
1%9 Owl
ELECTRICIAN COMPANY � �ry�c� cc CID IP T .�
SIGNATURE REGISTERED JCV N FEE CURREN
Address�Pd` >s� ,�
PLUMBER COMPANY
SIGNATURE I REGISTERED Y/ N FEE CURREN L11 N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
RESIDENTIAL Attach(2)Plot Plans;(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,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
I�Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
PERMITAttach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
ivviiviiiii
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)
Reroofs if shingles Sewers_ Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if.on,public•�oadways..needs,.ROW
s J '
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 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 properly 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 construction of new buildings, change of
use in-existing buildings, or 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 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 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"owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done incompliance with all 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 will be performed to meet standards of all 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 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 Cops 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:tlat`the following restrictions apply to the use of fill:
Use,_of.,till,is not allowed in Flood Zone W"unless expressly permitted.
If;thefill- 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.
e If_�tfi �fill'!material::is- to,be used'in Flood Zone "A" in connection with a permitted building using stem wall
construction;f certify that fill will be used only to fill the area within the stem wall.
- If fill-material is 'fo b" used in.any area, I certify that use of such fill will not adversely affect adjacent
properties.,: lf.!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,pri"or to commencing:`construction. I understand that a separate permit may be required for electrical work,
plumbing,,;signs,,Wells';..poois, air:conditioning, gas, or.other installations not specifically included in the application. A
permit issued shall te.construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside,any,provisions ofthe 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 become invalid
unless 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 a period of six(6) months after the time the work is commenced. An extension
may be re in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
'justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING7WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Sub *bed and swom to(or ffirmed)before me this
by 7 Lei by
Who is/are personally known to me or has/have produced Who Ware grson 1 own to me or has/have produced
as identification. L identification.
Notary Public Notary Public
Commission No. Commission No. ^ p
C a4-1 V
Name of Notary typed,printed or stamped Name of Notary typed,printed or starriped
CARLOSMALDONADO
Commission#GG 346275
r` -gz Expires June 18,2023
��Fo•',„►Y•"•' Banded Thru Troy Fain Insurance B00.W7019
V r
�yy 4�1r
t City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: a / ,i m
Date Received: 0 I 7
Site: 3
Permit Type: ��5 I�z y Q rS � kjJh,-2 X f b h 7 KS
Approved Who comments:❑ Approved w/the'below comments: A Denied w/the below comments: ❑
boan
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This comment sheet shall be kept with the permit and/or plans.
` 2
B i 0 Burgess uiIding O ff i cial Date Contractor and/or Homeowner
(Required when comments are present)
I
Todd M.Addison
Director of Development&Investments '
I
taddison@nadg.com
NorthAMERICAN
DEVELOPMENT GROUP
I
North American Development Group
Cell 678.977.3362
www.nadg.com
DATE: April 10, 2020
TO WHOM IT MAY CONCERN:
This letter authorizes INTERNATIONAL C & C CORP. DBA SIGN X PRESS and their
agents to manufacture, service and install or remove signs and/or awnings at the
following location: It also grants authorization for William H Griffin; President and
qualifier for International C & C Corp. DBA Sign X Press to sign the permit application
on behalf of the owner.
Location: 38011 Pretty Pond Rd, Zcphyrhills,FL 38011
INTERNATIONAL C & C CORP. DBA SIGN X PRESS or subcontractor is authorized
to secure permits by the local governing body.
NAME:
TITLE: Representative of Owner
Notary Public:
County of: Pinellas
State of: Florida
My Commission Expires:
1
EasySeats
easyseals.com
DESIGN CALCULATIONS
FOR
CUBE SMART
48" L ETTE RS O N RAC E WAY
Pretty Pond Rd—Zephyrhills
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 6th Edition(2017)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
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 in accompanying engineering drawings. The Index:
existing host structure(if any)is assumed to be in good condition, Pg 1 Cover
capable of supporting the loaded system,subject to building department Pg 2 Wind Loads
approval. No warranty,either expressed or implied,is contained herein. Pg 3 Anchor Design
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be \\\'\"""r,,
required or a separate site-specific engineering evaluation performed. Engi� % r seal valid
6. Aluminum components in contact with steel or embedded in concrete `�`: '•,t����
shall be protected as prescribed in the 2015 Aluminum Design Manual, = No.6 3 •:
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 as shown only. '�0�.•,o AT
13 '•�Aa�
Use of this specification by contractor,et.Al,indemnifies and saves
harmless this engineer for all costs&damages including legal fees& Ch►' � ,,`% #67382
apellate fees resulting from deviation from this design. Easy Se�9�rr\r�\G Auth#31124
1200 N Federal Hwy,#200 c
Boca Raton,FL 33432 Easy Seals.corn Page 1
EIS SeaCs CALCULATIONS FOR WALL-MOUNTED SIGNS
` easysealscom
/ SCE 7-10 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs -
V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6
Exposure C
Calculations
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900' Nominal ht. of atmos.boundary layer Kzt= 1.0 Topographic factor
Gcpi= 0 Internal pressure coeff
A= 10 sq ft Tributary area
140 mph - UP "C"
WALL-MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER CORNER CL
HEIGHT (Zone 4) (Zone 5) Y Y q: 11,
15 ft 23.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40
20 ft 25.4 psf 32.3 psf 0.90 38.5 -1.10 -1.40
25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40
30 ft 27.6 psf L-35:2 psf 0.98 41.9 -1.10 -1.40
35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40
40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40
45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40
50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40
55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40
60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40
70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80
80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80
90 ft 28.5 psf 57.0 psf 1.24 52.8 -0.90 -1.80
100 ft 29.1 psf 58.3 psf 1.27 54.0 -0.90 -1.80
110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80
120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80
130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80
140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80
150 ft 31.7 psf 63.5 psf 1.38 58.8 -0.90 -1.80
175 ft 32.8 psf 65.6 psf 1.42 60.7 -0.90 -1.80
200 ft 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80
250 ft 35.3 psf 70.7 psf 1.53 65.5 -0.90 -1.80
Page 2
Q as SeaLs CALCULATIONS FOR WALL-MOUNTED SIGNS
eaysealsmm
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
Sign type: Raceway
Sign size: h= 48.0 inches (height)
Wall material: Masonry (ASTM C90,1,500 psi min)
Anchor type/size: 3/8" Expansion Anchor
Ref: Powers Power-Bolt,catalog
Min Embedment: 1.5"
Min edge dist: 12"
Anchor tensile capacity: Tcap= 295.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 141 Ib/ft ...=P*h (along raceway)
Anchor spacing req'd s= 50.3 in O.C. ...=(2*cap)/Rt
Pairs of anchors at 50 inches on center(max)
4.2 feet on center
OK,typical anchor option shown. Limit to pairs at 48" O.C.max.
Ref anchor schedule for other anchor options.
Page 3