HomeMy WebLinkAbout19-21317 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 �31
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21317 Address: 36763 EILAND BLVD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: MONUMENT SIGN Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 04-26-21-0000-00100-0060
Improv. Cost: 82,700.00 OWNER INFORMATION
Date Issued: 6/04/2019 Name: FLORIDA MEDICAL CLINIC
Total Fees: 742.50 Address: 38135 MARKET SQ
Amount Paid: 742.50 ZEPHYRHILLS FL 33542
Date Paid: 6/04/2019 Phone: 813-780-8440
Work Desc: INSTALLATION MONUMENT & 2 WALL SIGN W/ ELECTRIC
CONTRACTORS APPLICATION FEES
SIGNSTAR SIGN 675.00
SIGNSTAR ELECTRICAL FEE 67.50
I
Ins ections Required
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 amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional 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.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
RACTOR SIGNATURE PERMIT OFFI R
PERMIT 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 �� 2-41 Phone Contact for Permitting ( l"J, 5-4
Owner's Name �'{ (ah Owner Phone Number g� 7'70C,70,
Owner's Address 3 p ✓✓ atkefSw Q, Owner Phone Number
Q 1 IS r 7 3q 2- Owner Phone Number
JOB ADDRESS130�3 Ei I an &V LOT#
SUBDIVISION PARCEL ID# D -2(p-2 1- C)CM'Dv l00-�Q
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R NEW CONSTR e ADD/ALT �STGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR �6MM = OTHER
TYPE OF CONSTRUCTION f=C�.(.t BLOCK A�,�,{- FRAME = STEEL
DESCRIPTION OF WORK ' M0nUA XA I sl
G n QnJ LIP) 1lo l l sl nl
BUILDING SIZE SQ FOOTAGE= HEIGHT
EO'BU§NG� $ C� o0c VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ 10
0 AMP SERVICE = DUKE ENERGY = W.R.E.C.
Connec-f-* exl'sfi�g eleG-M'c
=PLUMBING $ 213 l
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION k)C v
I L--�7 -)-
=GAS = ROOFING 0 SPECIALTY = OTHER ��j�
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NOv
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address N License#
ELECTRICIAN COMPANY GAS I A
SIGNATURE , I REGISTERED N FEE CURREN Y/N
i`v"
Address �� LAS 7 `'7-ok N a- � o License# I US`2,60C sc?
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address ,�1 Lii-c/eennse#
OTHER ae COMPANY S1 NS�T1
SIGNATURE T REGISTERED / N FEE CURREN Y/N
Address lvS SO/ [PMA 3 3b3 7 License# GJ�
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,
= 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.
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)
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 dead 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 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 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 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, 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 permit 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 shall be construed to be a license to proceed with the work 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 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 requested, 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
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO OTICE OF COMMENCEMENT.
_. FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT CONTRACTOR _
Subscribed and sworn to(or affirmed)before me this bs ri a and sw r of1dr a irme ore this
by AWt
Who is/are personally known to me or has/have produced Who is/are p s ly known to me or has/h ve produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,p n1,0Vk,ampeJE8SICA TOWNER
MY COMMISSION#GG063743
'�%;; EXPIRES January 18,2021
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �3,-
Date
Received: Z_1 9
Site: 5L-7 L 3 F,4 l i
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
K Examiner ate Contractor and/or Homeowner
(Required when comments are present)
• • A DIVISION OF WEST CENTRAL SIGNS, INC.
Dear Customer:
This letter is required in order for SIGNSTAR a Division of West Central Signs to apply
for permits to install signs at your location. It needs to be signed by an officer (or
owner) of your company and has to be notarized. SIGNSTAR a Division of West Central
Signs must have the original to be submitted with permit application. Thank you.
Property Owner Authorization Form for Sign permit Applications
I, property owner or agent of
property addressed at 36763 Hand Blvd. Zephyrhills, FL 33542 do hereby
give permission to SIGNSTAR a Division of West Central Signs or its agent to erect a
sign at the above location.
a1� r Y—c— Parcel ID #04-26-21-0000=00100-0060.
Pr pe Owner (Please Type or Print)
Date 1
Si natur of Property Owner or Agent
Mailing Address
Telephone Number
This instrument was acknowledged before me this ms, day of CX.YG
Notary Public (Signature)
PAMELA GOULD
Notafy.Public-state of Florida
WCommieefon.0 FF 997149 �� �!��� C�-o u. G
My Comm.Explree,Maya1,2020
Notary Public Name Printed
Personally Known
Produced Identification
Type:
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DESIGN CALCULATIONS
FOR
FLORIDA MEDICAL CLINIC
Ao MONUMENT SIGN
36763 Eiland Blvd—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,except where noted otherwise.
3. These engineering calculations pertain only to the structural integrity of
those systems, components,and/or other construction explicitly Index:
specified herein and/or in accompanying engineering drawings. The Pg 1 Cover
existing host structure(if any)is assumed to be in good condition, Pg 2 Wind Loads
capable of supporting the loaded system,subject to building department Pg 3 Footing Design
approval.No warranty,either expressed or implied, is contained herein. Pg 4 Primary Support(s)
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 En i ee'_'`®sE�g®®g®ar,'�sg "aft seal valid
required or a separate site-specific engineering evaluation performed. oeg� r '� �®�
6. Aluminum components in contact with steel or embedded in concrete ®
shall be protected as prescribed in the 2015 Aluminum Design Manual, No.6738 _
Part 1-A. Steel components in contact with, but not encased in,concrete a o
shall be coated,painted,or otherwise protected against corrosion. s
7. Engineer seal affixed hereto validates structural design as shown only. °°® SATE OF ems®
A, ay 0 1
Use of this specification by contractor,et.Al, indemnifies and saves ®,
harmless this engineer for all costs&damages including legal fees& Chris)roai ff y��V- h�hN�67382
apellate fees resulting from deviation from this design. E85y Sea19�®®ase` fif
#31124
Federal Hwy,#200 Seals.com Page 1
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Easy ton,FL 33432 .7�/
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' ASCE 7-10 Design Wind Loads
FREESTANDING SOLID SIGNS AND WALLS (AT GRADE)
Building Specs
V= 130 mph Basic wind speed Risk Category 1 Structure
Exposure C ASD Load Combo Coeff: 0.6
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
G= 0.85
Cf= 1.55 Force Coefficient
...Width/Height ratio >_0.5
130 mph - UP "C"
Monuments at grade
W/Ht Ratio<_0.5
DESIGN
N
SIGN WIND
u
HEIGHT PRESSURES qZ
15 ft ± 24.7 psf 0.85 18.7
18 ft ± 25.6 psf 0.88 19.5
20 ft ± 26.2 psf 0.90 19.9
30 ft + 28.6 psf 0.98 21.7
35 ft + 29.5 psf ,1.01 22.4
40 ft ± 30.3 psf 1.04 23.0
45 ft ± 31.1 psf 1.07 23.6
50 ft ± 31.8 psf 1.09 24.1
55 ft ± 32.4 psf 1.12 24.6
60 ft ± 33.0 psf 1.14 25.1
70 ft ± 34.1 psf 1.17 25.9
80 ft ± 35.1 psf 1.21 26.6
90 ft ± 36.0 psf 1.24 27.3
100 ft ± 36.8 psf 1.27 27.9
110 ft ± 37.5 psf 1.29 28.5
120 ft ± 38.2 psf 1.32 29.0
130 ft ± 38.9 psf 1.34 29.5
140 ft ± 39.5 psf 1.36 30.0
150 ft ± 40.1 psf 1.38 30.4
175 ft ± 41.4 psf 1.42 31.4
200 ft ± 42.6 psf 1.46 32.3
250 ft 1± 44.6 psf 1.53 33.9
Page 2
h �as Seals CALCULATIONS FOR FREESTANDING SIGNS
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Footing Design for Freestanding Signs and Flagpoles
Structure Dimensions & Loading
Design wind pressure: P= 24.7 psf
Overturning Safety Factor: O= 1.5 ...FBc 1807.2.3
Sign area 1: Al= 150.0 sq ft ...tributary area 1 for each footer(e.g.sign)
Height of applied force above grade: h1= 7.5 ft ...height of area 1 centroid
Sign area 2: A2= 0.0 sq ft ...tributary area 2 for each footer(e.g.post)
Height of applied force above grade: h2= 0.0 ft ...height of area 2 centroid
Overturning Moment: Mn = P*(A1*h1+A2*h2)
Mn= 27.8 kip-ft
Sq/Rect Footing dimensions: B= 5.75 ft L= 5.75 ft
Footing depth: d = 3 ft Soil cover: ds= 0 ft
Superstructure weight: Dr= 200 lb
Soil cover weight: Ds= 0 lb ...=100pcf*B*L*ds
Footing weight: Df= 14878 lb ...=150pcf*B*L*d
Total weight: D= 15078 lb ...=Dr+Ds+Df
Soil Strength ...FBC Tables 1806.2,1819.6
Soil class: 4.Sand,silty sand,silty gravel
Lateral bearing strength: Plat= 150 psf/ft
Vertical bearing strength: Pbrg= 2000 psf
Check Vertical Soil Bearing Pressures
e= 1.84 ft ...=(P)*(Al*h1+A2*h2)/D ... > B/6
qtoe= 2*D/[3*L*(B/2-e)) ...reaction below footer at toe
qtoe= 1691 psf qtoe< Pbrg OK
Resisting moment due to Dead Load: My= D*13/2
My= 43.3 kip-ft
Total Resisting Moment: Mtot= My/.Q
Mtot= 28.9 kip-ft Mtot>Mn OK
Page 3
Z wasyseals CALCULATIONS FOR FREESTANDING SIGNS
' easyseals.com
Hollow Structural Rectangular Tubing in Bending
Allowable Stress Design per 2010 AISC Spec for Structural Steel Buildings
Material Properties
Yield Stress,A500 Grd B Steel: Fy= 46 ksi Safety Factor= 1.67 Per Section 63.4
Modulus of Elasticity: E= 29000 ksi
Member Properties
Flange: b= 8 in Moment of Inertia: Ix= 72.7 in
Flange Thickness: tf= 1/4" = 0.233" Section Modulus: S= 18.2 in
Web: d = 8 in Deflection Limit: Defl = L/80
Web Thickness: tw= 1/4" = 0.233" End Supports: Cantilever
Design wind pressure: P= 24.7 psf
Sign area: Al= 150.0 sq ft tributary area for each post(e.g.sign+post)
Eccentricity of applied force: el= 7.5 ft ...distance to area centroid(weighted avg h1,h2)
Unbraced Length: Lc= 7.5 ft
Check for Limiting Width-Thickness Ratios (Compact/Nonco m pact,per Table 134.1)
Flanges Webs
b/t= 32.4 =(b-2*t2)/t1 d/t= 32.4 =(d-2*t1)/t2
1.12*v(E/Fy) = 28.1 Flange Compact Limit 2.42*V(E/Fy) = 60.8 Web Compact Limit
1.40*d(E/Fy) = 35.2 Flange NonCompact Limit 5.70*d(E/Fy) = 143.1 Web NonCompact Limit
Flanges are noncompact Webs are compact
(1):Yielding Limit State
This criteria applies to all members, compact and noncompact
Mn = Fy*S Mallow= Mn/1.67
Mn = 836.1 kip-in Mallow= 500.7 kip-in
Check Member Bending
Allowable Moment: Mn= 500.7 kip-in Minimum of Mallow values above
Moment in member: Mmax= P*A1*e1
Mmax= 333.1 kip-in Mmax< Mn ... OK
Check Member Deflection:
Allowable Deflection: Dauow= 1.12 in L/80
Deflection in member: Amax= P*(A*e^3)/(3*E*I)
Amax= 0.43 in Amax<Dallow ... OK
Page 4
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easyseals.com
DESIGN CALCULATIONS
FOR
FLORIDA MEDICAL CLINIC
61-133/C1-Cl CHANNEL LETTERS
36763 Eiland Blvd—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 ,,�at®®riaarpg®,
y Engine s� gtTr afid seal valid
required or a separate site-specific engineering evaluation performed. ddog�.,
tv
6. Aluminum components in contact with steel or embedded in concrete �' ®•®�', S� e'•� a�
shall be protected as prescribed in the 2015 Aluminum Design Manual, �, N®,673 2 ®;
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. : ®� OATE
Use of this specification by contractor,et.Al,indemnifies and saves
Chris ia" I.' R£#67382
harmless this engineer for all costs&damages including legal fees& t®,; %%
apellate fees resulting from deviation from this design. Easy SedlSa®II uefayf th#31124
N Federal Hwy,#200
Bocaoca Raton,FL33432 Easy Seals.com Page, 1
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� ���(S CALCULATIONS FOR WALL-MOUNTED SIGNS
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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
G
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
Elmph - Exp licit
-MOUNTED SIGNS
ASD WIND PRESSURES
CENTER CORNER
a _ CL(Zone 4) (Zone 5) Y Y qZ UU' 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
L.250 ft 35.3 psf 70.7 psf 1 1.53 65.5 -0.90 -1.80
Page 2
'sySeals
CALCULATIONS FOR WALL-MOUNTED SIGNS
easysealscom
'Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
Sign type: Channel Letter
Sign size: A= 3.8 sgft (per letter, critical)
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" Min Spacing: 3"
Anchor tensile capacity: Tcap= 195.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 132 lb ...=P*A (per letter)
No.of anchors req'd: n = 0.7 anchors per letter ...=Rt/cap
Total anchors required: 1 anchors per letter
OK,typical anchor option shown. Limit to min (3) per letter, bal.
Ref anchor schedule for other anchor options.
Page 3
Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State Of F1 orit Aq County of p0.S(o
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 Commencem enI!
1. Description of Property:Parcel identification No. Offs o-21-p000- oowo- Dc)to p
8treetAddress: 3b7(03 E;14k 131A. 7e10hYlrk; 11S f FL- 35sg2,
2 General Description of Improvement S 1_Apage.
3. Owner Information or Lessee Information If the Lessee contracted for the Improvement
2 Y Y
Address r►1 In�Name��1gnd g y ," �f�rZf-Q 1.4Y
hi 1 state
Interest In Property: G_n G I _�Q �' { 1 1QI�
Name of Fee Simple Titleholder. v ✓
�t(if different from Owner listed above)
ess
4. Contractor. Sk(aMSTAtZ ?i oydQU City State
-7-72eemtkS t0tn6P0. FL.
Address Q City State
Contractors Telephone No.: O13—nO—V7(03
S. Surety:
Name
Address City Stale
Amount of Bond:$ Telephone No.:
6. Lender.
Name
Adder city State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(/),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of
to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
g. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be ane year from the date of recording unless a different date is specified):
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713, PART1, SECT!ON713.13, FLORIDA STATi1r S.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 ORAN ATTORNEY BEFORE COMM CING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the forego) n co
mme ment and t the facts staled therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO l�V
Sign er or Lessee,or Ownift t.essaos Authorized
Officedo dPadner/Manager
_�naAina �a►-1��r
Signator/s T111612flice
The foregoing Instrument was acknowledged before methis deyof Mff 2015by
as (type of authority,e.g.,officer,trustee,atiomay in fact)for
(nem%�pokf�)paarty on behpIf of who stru ie t was executed).
Personally Kn.. , a Produced Identification❑ Notary Signature JY
Type of Identification Produced Name(PdnQ. U Y`l�e.11� C-D L,►. d
INSTRt) 2019093654 BK 9916.PG 1914 PAMELA OOULD
06/05/2019 08:43am Page 1 of 1 �s " Way Public•Stitt 01 FlOflda
Rapt: 2060395 Rec: 10.00 C0 y Pub is tM FF ti97149 DS: 0.00 IT: 0.00
Paula S. O'Neil, Ph.D. My Comm.Ettplr4l Miy 31,2020
Pasco County Clerk & Comptroller