HomeMy WebLinkAbout20-22262 CITY OF ZEPHYRHI LS
5335-8TH STREET
(813)780-0020 22262
BUILDING PERM T
-PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22262 Addre s: 38434 5TH AVE HISTORIC
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: WALL SIGN Town hip: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s)• Block: Section:
Square Feet: SubdiYision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-16700-0055
Improv. Cost: 1,777.09 1 OWNER INFORMATION
Date Issued: 2/25/2020 Name: AGHAPY PROPERTIES LLC
Total Fees: 142.50 Ad re s: 445-21 ST CT SW
Amount Paid: 142.50 VERO BEACH, FL 32962
Date Paid: 2/25/2020 Pho e. 440-376-1006
Work Desc: INSTALLATION WALL SIGNAGE CBD
CONTRACTOR S. APPLICATION FEES
SIGN A RAMA OF NEW TAMPA SIGN 1 75.00
SIGN A RAMA OF NEW TAMPA ELECTRICAL FEE 67.50
-INA
Ins ections Re uired
FOOTER
ELECTRICAL ROUGH
FINAL
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 amoun of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for ea such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe dditional restrictions applicable to this property that
may be found in the public records of this county, and there may be dditional permits 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 Must Accompany Application. II work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BE ORE C.O.
JC, &-, W
-1 - &
CONTRACT R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOU I NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Appli tion
Fax-813-780-0021
Building Department
Date Received Phone Contact for PermittinTPhne
-0101 —
Owner's Name Aghapy Properties LLC r 440.376.1006
Owner's Address 445-21st CT SW Vero Beach,FL 32962 r
Fee Simple Titleholder Name r
Fee Simple Titleholder Address
JOB ADDRESS 38434 5th Ave Zephyrhills,FL 33542 I LOT#
SUBDIVISION PARCEL ID# 11-26-21-0010- 6700-0055
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR B ADD/ALT = SIGN x= = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTH R
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STE L = Si na e
DESCRIPTION OF WORK Install ACM panel with tube frame and digital graphics
BUILDING SIZE SQ FOOTAGE HEIGHT
rrr rr'rrrrrrrrrr'r A I I I I I I I I I
[ BUILDING $ 1727.09 VALUATION OF TOTAL CONSTRUI i CTION
=ELECTRICAL $ 50.00 AMP SERVICE 0 PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION }7q/
=GAS = ROOFING 0 SPECIALTY = OT ER `
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
�..+�...r .... ...... .... ..r .... . ."..—. . . ..—:.-r . . .
BUILDER �/f COMPANY Signa ama cf New Tampa
SIGNATURE I REGISTERED Y N FEE CURREN
Address 1917 Passero Ave.Lutz,FL 33559 License# ES12001402
ELECTRICIAN COMPANY Signor ma of New Tampa
SIGNATURE C REGISTERED N FEE CURREN Y/N
Address 1917 Passero Ave.Lutz,FL 33559 License# Es12001402
PLUMBER COMPANY
SIGNATURE REGISTERED Ti—I
FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE L REGISTERED I Y/ N FEE CURREN Y I N
Address I I License#
OTHERL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
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,Con traction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large p jects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set f Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal dale. Required onsite,Can traction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All ommercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
1.4-1.-11.4-11.4-1-4.4-1.4�1.-. . . .
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 no arized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of Contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Foots e)
Driveways-Not over Counter if on public roadways..needs ROW
i J
NOTICE OF DEED RESTRICTIONS: The undersigned understands that thi permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned a sumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITI S: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in acco dance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contrac or may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to hat licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Insp ction Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, a is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be esponsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and i not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE REC VERY 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 i Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, �s may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and esource 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 withl 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 I, 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 d scribed 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 in compliance 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, C press Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Wate ys.
- Department of Health & Rehabilitative Services/Environme tal 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"V"unless expressly p rmitted.
If the fill material is to be used in Flood Zone "A", it is nderstood that a drainage plan addressing a
"compensating volume"will be submitted at time of permittin 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 conne tion with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area w thin the stem wall.
If fill material is to be used in any area, I certify that us 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 attac ed 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 sep rate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installation not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the wor 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 Odes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six mo the of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months afte the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not o exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)conseCt.hive days,the job is considered abandoned.
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.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT J CONTRACTOR
(S b_y_scribed an AAA—bywo o(or affirmed)befo a;(te� S bscr bed and sworn o vmed)bef a me t
W o i re personally own to me or has ave produced ho i e person Iy known to me r has ve pr
s identification. as identification.
�{ Notary Public ^� Notary Public
Comm' n No. 33 o.? Commis No. J
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ded T Notary PubBo Undetwrkera
Nye commerd i
4875 Bruce o downs Mud WeM. V chap' , fi 33544
Letter of.Authoriza ion
To Whom It May Concern,
Please be advised that fte coax meerecial author zes Roberto Hiller -_Signarama of New
Tampa as an agent; and their Authorized Contractor to design, secure permits,.and install
_signage for cbd located at A38434 5th.Ave Zephyrhills,.FL 3542 .
If you have.any questions you may contact me at 44037 1006
Sincerely,.
Cody Bpightwell
STATE OF FLORIDA COUNTY OF � �-c
The foregoing instrument was acknowledged b fore.me this
by .Oo JL •LI-
w.ho is personal.ly:known to me, or
has-pn uced as identificatio & who did (did not) take an oath. .
�pyiri�B, MARYONYANEY
: ?°•�+r`�;: Notary Public-State of Florida_
Commission N GG 286088.
My Comm.Expires Jan 10,2023
Bonded through National Notary Assn.
t
City of'Zephyr `lls
BUILDING PLAN RE VIE COMMENTS
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Contractor/Homeowner: �' � ilYJ' , � 0 lV Cu
Date Received: "), 1 I
Site: 3 �
Permit Type: / i ly 1 ` �e d'
Approved w/no comments:❑ Approved w/the below commi nts: Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans.
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JAN 0 6
Kalvin Sw' Mans Examiner Date Contr ctor and/or Homeowner
/� (Req�ired when comments are present)
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systems, DESIGN CALCULATIONS
FOR
YOUR CBD ST RE
11
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 oi
those ponents,and/or other construction explicitly Index:
specified herein and/or in accompanying engineering drawings. The
existing host structure(if any)is assumedmoe in good condition, Pg I cover
capable of supporting the loaded system,""^o=^`to building departmer t P82 Wind Loads
approval.— N- --r—`'--- expressed — implied,' ----'-- '--n pga Anchor Design
4. System components shall oeax noted herein. All references nonamed pg4 Alum Tube Frame
components and installation shall conform to manufacturer's or inclust
specifications as summarized herein.
^m^^
S.
"tl�u h seal valid
p% , .
required or a separate site-specific engineering evaluation performed. % t�VA T
. Aluminum components—contact with steel_ _embedded —concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual, No. 6 a
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'- A-ID
Use of this specification by contractor,et.Al, indemnifies and saves :i�'.-
harmless this engineer for all costs&damages including legal fees&
apellate fees resulting from deviation from this design. Ea u
Boca Raton,FL 33432 Ea»y Seals.cl
Page 1
Seals CALCULATIONS FOR WALL-MOUNTED SIGNS
M.N eawyseatsmm
ASCE 7-10 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V= 140 mph Basic wind speed ASD Load Combo oeff: 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 - Exp "C"
WALL-MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER CORNER �� a
HEIGHT (Zone 4) (Zone 5) Y qZ U U u,
15 ft 23.9 psf 30.4 psf 0.85 36.2 - .10 -1.40
20 ft 25.4 psf 32.3 psf 0.90 38.5 - .10 -1.40
25 ft 26.6 psf 33.9 psf 0.95 40.3 - .10 -1.40
30 ft 27.6 psf 35.2 psf 0.98 41.9 - .10 -1.40
35 ft 28.6 psf 36.4 psf 1.01 43.3 - .10 -1.40
40 ft 29.4 psf 37.4 psf 1.04 44.5 - .10 -1.40
45 ft 30.1 psf 38.3 psf 1.07 45.6 _' .10 -1.40
50 ft 30.8 psf 39.2 psf 1.09 46.6 - .10 -1.40
55 ft 31.4 psf 40.0 psf 1.12 47.6 - .10 -1.40
60 ft 32.0 psf 40.7 psf 1.14 48.5 - .10 -1.40
70 ft 27.0 psf 54.1 psf 1.17 50.1 - .90 -1.80
80 ft 27.8 psf 55.6 psf 1.21 51.5 - .90 -1.80
90 ft 28.5 psf 57.0 psf 1.24 52.8 - .90 -1.80
100 ft 29.1 psf 58.3 psf 1.27 54.0 _().90 -1.80
110 ft 29.7 psf 59.5 psf 1.29 55.1 - .90 -1.80
120 ft 30.3 psf 60.6 psf 1.32 56.1 - .90 -1.80
130 ft 30.8 psf 61.6 psf 1.34 57.0 - .90 -1.80
140 ft 31.3 psf 62.6 psf 1.36 57.9 - .90 -1.80
150 ft 31.7 psf 63.5 psf 1.38 58.8 - .90 -1.80
175 ft 32.8 psf 65.6 psf 1.42 60.7 - .90 -1.80
200 ft 33.7 psf 67.5 psf 1.46 62.5 _).90 -1.80
250 ft 35.3 psf 70.7 psf 1.53 65.5 _).90 -1.80
Page 2
� ��a� CALCUL ITIONS FOR WALL-MOUNTED SIGNS
Qeast's "40m
Wall Sign with Eccentric Loading
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
Sign type: Cabinet
Sign size: A= 6.0 sgft (trib, each support)
Eccentricity: e= 12.0 inch s (vert, lever point to load centerline)
Anchor lever arm: a = 4.0 inch s (lever point to anchor centerline)
Wall material: Wood CDX or equiv,thickness to match Min Embed
Anchor type/size: 1/4" Lag Scre
Ref: 2015 N DS
Min Embedment: 1.5'
Min edge dist: 0.75" Min Spacing: 3"
Anchor tensile capacity: Tcap= 390.7 lb per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 633 lb ...=P A*e/a (entire cabinet)
No. of anchors req'd: n= 1.6 total anchors ...=Rt/cap
Total anchors required: 2 tota anchors balanced over cabinet
OK,use(2) pairs each mtg plate=(8)anchors total.
Page 3
r CQV)�EdsySeals CALCULATIONS FOR WALL-MOUNTED SIGNS
earysm mm
r ALUMINUM DESIGN MANUAL
Specifications for Aluminum Structures (Buildings)
Design Check of 2"x2"x0.125"/0.125" 6063-T6 Aluminum Tub b Alloy: 6063 Temper: T6 Welded: Y
SECTION PROPERTIES th
b 2.000" Flange width
tb 0.125" Flange thickness _ —
h 2.000" Web height
th 0.125" Web thickness
Ix 0.55 in^4 Moment of Inertia about axis arallel to flang
ly 0.55 in^4 Moment of Inertia about axis arallel to web tb
Sc 0.55 in^3 Section modulus, compressio I side (about X-axis)
rx 0.77 in Radius of gyration about cent oidal axis parallel to flange
ry 0.77 in Radius of gyration about cent oidal axis parallel to web
1 0.82 in^4 Torsion constant
A 0.94 in"2 Cross sectional area of memb r
MEMBER SPANS
L 10.0 ft Unsupported member length (between supports)
Lb 8.0 ft Unbraced length for bending between bracing against side-sway)
k 1.0 Effective length factor
MATERIAL PROPERTIES
Ftu 17 ksi Tensile ultimate strength
Fty 8 ksi Tensile yield strength
Fcy 8 ksi Compressive yield strength
Fsu 11 ksi Shear ultimate strength
E 10,100 ksi Compressive Modulus of Elasticity
ALLOWABLE STRESSES
Fb= 4.84 ksi Allowable bending stress
Fac= 2.09 ksi Allowable axial stress,compression
MEMBER LOADING
Design wind pressure: P= 35.2 ps End Supports: Cantiliever
Sign area: A1= 6.0 sq ft ...trib area for each post(e.g.sign+post)
Eccentricity of applied force: el= 1.0 ft ...dist to area centroid(weighted avg hl,h2)
Bending Moments
Mz 0.21 kip-ft Bending moment developed in member Ma= 0.22 kip ft
fb= 4.59 ksi Bending stress developed in member
Fb= 4.84 ksi Allowable bending stress of member fb< Fb OK
Page 4