HomeMy WebLinkAbout22-4069City of Zephyrhill s
5335 Eighth Street
Zephyrhills, FL 33542 BAR-004069-2022
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/02/2022
35 25 21 0140 OONOO 0000
Name: ZEPHYR LAKES COMMUNITY Permit Type: Add/Alter (Residential)
DEVELPMENT DISTRICT Class of Work: Add/Alter Residential
Address: 250 International Pkwy Ste 280
LAKE MARY, FL 32746
Phone:
7954 Sail Clover Lane
Contractor: AWNING WORKS INC
Building Valuation: $24,775.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $24,778.00
Total Fees: $245,82
Amount Paid: $245.82
Date Paid: 6/2/2022 9:43:36AM
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.
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PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
$13-780-0020 City of Zephyrhills Permit Application Fax-813,780.0021
Building Department
ay
Date Received
Phone Contact for Permittin
gall It I
Omer's Name
Zephyr Lakes CDD Owner Phone Number
250 International Parkway, Suite 280
Owner's Address Owner Phone Number
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Fee Simple Titleholder Name 4 Owner Phone Number
JOB ADDRESS/ 1 7954 S8H Clover tend, ZephyrhiRs FL 33641-c-
LOT It
PARCEL to# 35-25-21-0140-OONOO-0000
(OSTANED FROM PROPERTY TkX NOI`JCF,t
WORK PROP6T CONSTR ADD/ALT = SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE E71 sFR [7] COMM = OTHER Um Ruin fto
TYPE OF CONSTRUCTION [L-] BLOCK [:] FRAME = STEELE-:] L_ �7
40'X 12Free Standing Aluminum Canopy
DESCRIPTION OF WORK
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UILDING SIZE L40 X 12" OTAGEI�80 HEIGHT L
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=BUILDING 24,775 p VALUATION OF TOTAL CONSTRUCTION
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FINISHED FLOOR ELEVATIONS
AMP SERVICE PROGRESS ENERGY W,R.E,C.
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA DYES NO x
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BUILDERFtp}COMPANY CGC1511475
SIGNATURE
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REGISTERED
Address 10824 US Hwy 19 N Clearwater FL 33764 License #
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ELECTRICIAN COMPANY
SIGNATURE — as"nRer) FEE CURR�N tf
Address License #
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PLUMBER COMPANY
SIGNATURE REGISTERED YIN FEECURREN YItR
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTFRED
Address License #
OTHER COMPANY
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SIGNATURE
Address License
RESIDENTIAL Affach (2) Plot Plans; (2) sets of Building Plans: (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum (on (10) working days- after submittal date. Required onsite, Consbwtion Plans, Stormwater Plans wl Sill Fence installed,
Sanitary Facilities & 1 duruptuer, Site Work Permit for subdivisionsAarge Projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for now construction.
Minimum ten (10) working days after submittal date. Required onsla, Construction Plans, Slonareater Plans wi Sill Fence installed,
Sanitary Facilities & 1 dumpster- Site We* 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 $2500, a Notice of Commencement Is required. (AIC upgrades over $750)
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 Beware Service Upgrades AJC Fences (Plot/Survey/Footage)
DrIveways-Not over Counter K on public roadways-neods ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this penal 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 Divislar-4Licensing section at 727-647- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the 'Contractor Stork' 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 Roomed 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, 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 few 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.
CONSTRUC71ON LIEN LAW (Chapter 713, Florida Statutes, as amended): it valuation of work is $2,500.00 or more, I Certify that 1, the applicant,
have been provided with a copy or 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 car* 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
CONTRACTOWSIOWNEWS 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 at 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 Sayheads, Welland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways,
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks_
USEnvironmental 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 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 flil 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 toproceed with the work and not as
authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall Issuance of 2 pertnf 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.
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Notary Public
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JENNIFER L. BARRS
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EXPIRES; September 29, 2022
Fondled Thru Notary Poloic Urrderwritws
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CONTRACTOR
Sol ,�rrbed and i to (or affirmed) before me this
fAN%V 29th " by Afyi12022
Who aware personally known to me or hast'have produced
as identification.
Mary Public
Commission No. A MCHOLAS Mesas
Nicholas Borries; us 318575
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Legal Description 0
ZEPHYR LAKES SUBDIVISION PHASES
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Property Use
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AbBU"T PARK MAILBOX CANOPY
7954 SAIL CLOVER LANE
ZEPHYRHILLS, FL 33541
AWNING WORKS INCnTM
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GENERAL NOTES: ALL WORK R. SHAI C(' J`
1. ALL ALUMINUM, WELDED AND MECHANICAL, CONSTRUCTION. CODES FLORIDABULDING C00E,
INDEX:
2, EXTRUDED AND/OR ROLL FORMED ALUMINUM. NATIONAL ELECTRIC CODE,
3. ALL DIMENSIONS TO BE VERIFIED BY AWNING WORKS INC AND/OR THE GC. AND THE CITY OF ZIEPHYRHILLS
Al. FRONT VIEW
4. ALL PRODUCTS AND FASTENERS ARE SPECIALITY ENGINEERED PER PRODUCT.
0 R D I N M1,41C E •
5. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF A2. TOP VIEW
THE FLORIDA BUILDING CODE SEVENTH EDITION (2020). STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL
A3. SIDE VIEW
GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
APPLY AND GOVERN. A4. DETAIL A
6. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE
A5, DETAILS B & C k, ;R 11 L L S
RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE
PERMITTING CONTRACTOR. A6. POST BRACKET DETAILS
7. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON HOST STRUCTURE, INCLUDING BUT NOT LIMITED A7.PARTS
TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS ADDITIONAL LOAD CRITERIA SHALL BE
PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.
8. MINIMUM STRENGTHS OF SUBSTRATES ARE AS FOLLOWS: CONCRETE: 3,000 PSI MIN., CMU: ASTM C90 1,500 PSI MIN., WOOD: SYP
#2 G=0.55 MIN, STEEL: ASTM A36 Fu=58 KSI MIN.
9. ALL ALUMINUM SHALL BE 6063-T52 ALLOY AND TEMPER UNLESS NOTED OTHERWISE.
10. SEALANT TO BE USED: TITEBOND - ULTIMATE MP SEALANT.
11, ALL FASTENERS TO BE 300/400 SERIES SS UNLESS NOTED OTHERWISE. FASTENERS SHALL COMPLY WITH "SPECIFICATIONS FOR
ALUMINUM STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
12, FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2XDIAMETER END DISTANCE AND 2.5XDIAMETER MIN. SPACING
TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
13. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10 STANDARDS TO
ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL. ALL ALUMINUM CONSTRUCTION
SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY, AND METHODS OF CONSTRUCTION AS SET FORTH IN THE AMERICAN
WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM. MINIMUM WELD IS 1/8" THROAT FULL PERIMETER FILLET WELD
UNLESS OTHERWISE NOTED.
14. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS I.E.
ISOLATE ALUMINUM FROM STEEL WITH A LAYER OF BITUMINOUS TAPE OR SIMILAR.
15. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY
CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
16. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO
PROCEEDING WITH ANY QUESTIONABLE WORK.
17, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
18. PRODUCT NOT DESIGNED FOR WATERSHED OF RAINFALL FROM ADJACENT ROOFS OR DOWNSPOUTS ETC,
19, DELIVERY ONLY PRODUCTS - CUSTOMER WILL SUPPLY ALL INSTALLATION HARDWARE. A Go
LICENSE
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Sales Rep Approval Date_.---._.__._______ D.� 2022 04,22
,3203804 Oe 10820 US HWY 19 N. Clearwater, FL.33764
Sales Mgr Approval . .... ........ - ---- ----- ----------------------------- Date
Tel: 727-524-1118 Fax: 727-524-3110
Production Mgt Approval Date awnings@awningworksinc.com www,awningworksir)c.corn
Certified General Contractor License# C GC1511475
PM Process: Re;eose Dote tAueDate i Cvde T,-e - # Teh5 Day� PowderCost Y ENGINEER This item has been electronically PROJECT JID: 25190
Seam Fluropon Y N signed and sealed by RAM A. GOEL
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Weld Custom' Wor Y N RAM A. GOEL P.E. #47431 using a Digital Signature METRO DEVELOPMENT GROUP
License: FL. PE. #47431
Install QC and date. Printed copies of this CONTENT
P.E. #47431 CANOPY
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Metal Ordere& Received 10329 Cross Creek Blvd.COMPOSITE
Hardware Ordereid N/A Received,document are not considered signed
QC Process: Seam— Tack— Weld out — PC out PC in watch— Tampa, FL 33647 and sealed and signature must be DRAWN By RPP SHEET 7
INTERNAL USE ONLY I I I verified on any electronic copies. DATE 2/17/22 REVISION 0
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Frame Design: Composite Canopy
Frame Finish: Baked Enamel
Frame Color: White
Panel Color: White
Fabric Color: N/A
Fabric Attachment: N/A
Total Area: 480 Sq. Ft.
Salesperson: Dan P.
1. ALL WORK IN ACCORDANCE WITH LOCAL CODES.
2. FLORIDA BUILDING CODE SEVENTH EDITION (2020)
3. ASCE 7-16
4. ULTIMATE WIND SPEED: 130 MPH
5. RISK CATEGORY: I
6. EXPOSURE TYPE: C
7. ROOF LIVE LOAD: 20 PSF
8. GROUND SNOW LOAD: 0 PSF
9. CANOPY SNOW LOAD: 0 PSF
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Salesperson: Dan P.
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1. ALL WORK IN ACCORDANCE WITH LOCAL CODES.
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3. ASCE 7-16
4. ULTIMATE WIND SPEED: 130 MPH
5. RISK CATEGORY: I
6. EXPOSURE TYPE: C
7. ROOF LIVE LOAD: 20 PSF
8. GROUND SNOW LOAD: 0 PSF
9. CANOPY SNOW LOAD: 0 PSF
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Soney FM Engineers
License: FL. PE. #47431
10329 Cross Creek Blvd. #P
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Total Area: 480 Sq.Ft.
Salesperson: Dan P.
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1. ALL WORK IN ACCORDANCE WITH LOCAL CODES.
2, FLORIDA BUILDING CODE SEVENTH EDITION (2020)
3. ASCE 7-16
4. ULTIMATE WIND SPEED: 130 MPH
5, RISK CATEGORY: I
6. EXPOSURE TYPE: C
7, ROOF LIVE LOAD: 20 PSF
8, GROUND SNOW LOAD: 0 PSF
9, CANOPY SNOW LOAD: 0 PSF
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License: FL. PE. #47431
10329 Cross Creek Blvd. #P
Tampa, FL 33647
3" SPECIALTY ENGINEERED
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FOAM DENSITY
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RAM A. GOEL P.E. #47431 using a Digital Signature
P. E. #47431 and date. Printed copies of this
document are not considered signed
and sealed and signature must be
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CN=Ram Goel,
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Date: 21122-114-22
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Frame Design: Composite Canopy GENERAL DESIGN INFORMATION
ENGINEER
This item has been electronically
Frame Finish: Baked Enamel 1. ALL WORK IN ACCORDANCE WITH LOCAL CODES.
Frame Color: White 2. FLORIDA BUILDING CODE SEVENTH EDITION (2020)
signed and sealed by RAM A. GOEL
Panel Color: White 3. ASCE 7-16
SoneFM
y Engineers
RAM A. GOEL
P.E. #47431 using a Digital Signature
Fabric Color: N/A 4. ULTIMATE WIND SPEED: 130 MPH
License: FL. PE. #47431
and date. Printed copies of this
5 RISK CATEGORY: I
Fabric Attachment: N/A 6.EXPOSURE TYPE: C
10329 Cross Creek Blvd. #P
P.E. #47431
document are not considered signed
Total Area: 480 Sq.Ft. 7. ROOF LIVE LOAD: 20 PSF
Tampa, FL 33647
and sealed and signature must be
Salesperson: Dan P. 8. GROUND SNOW LOAD: 0 PSF
9. CANOPY SNOW LOAD: 0 PSF
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License: FL. PE. #47431
10329 Cross Creek Blvd. #P
Tampa, FL 33647
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No., 4743
This item has been electronically
signed and sealed by RAM M.GOEL
RAM AGOEL P.E.#4743lusing a Digital Signature
A. P.E.and date. Printed copies ofthis
�E � #47431 �
document are not considered signed
and sealed and signature must be
� verified onany electronic copies.
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Frame Design: Composite Canopy
Frame Finish: Baked Enamel
Frame Color: White
Panel Color: White
Fabric Color: N/A
Fabric Attachment: N/A
Total Area: 480 Sq.Ft.
Salesperson: Dan P.
7/3, 2Y4" 7/,, ,— 0/16"
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1. ALL WORK IN ACCORDANCE WITH LOCAL CODES.
2. FLORIDA BUILDING CODE SEVENTH EDITION (2020)
3. ASCE 7-16
4. ULTIMATE WIND SPEED: 130 MPH
S. RISK CATEGORY: 1
6. EXPOSURE TYPE: C
7. ROOF LIVE LOAD: 20 PSF
8. GROUND SNOW LOAD: 0 PSF
9. CANOPY SNOW LOAD: 0 PSF
211 2
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(QTY: 16)
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License: FL. PE. #47431
10329 Cross Creek Blvd. #P
Tampa, FL 33647
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STATE OF
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This item has been electronically
signed and sealed by RAM A. GOEL
RAM A. GOEL P.E. #47431 using a Digital Signature
P.E. #47431 and date. Printed copies of this
document are not considered signed
and sealed and signature must be
verified on any electronic copies.
A
NEWIMMUMN
SCALE: 3"=V4Y'
Eco
Frame Design: Composite Canopy
Frame Finish: Baked Enamel
Frame Color: White
Panel Color: White
Fabric Color: N/A
Fabric Attachment: N/A
Total Area: 480S4.Ft.
Salesperson: Dan P.
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License: FL. PE. #47431
1D329Cross Creek Blvd. #P
Tampa, B3]647
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This item has been electronically
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RAM AGOEL P£#47431u�Di
gital A. P.E.and date. Printed copies nfthis
�E � #474�1 �
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and sealed and signature must be
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