HomeMy WebLinkAbout19-21177 CITY OF ZEPHYRHILLS
• 5335-8TH STREET
(813)780-0020 21177
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21177 Address: 38651 TARR DR
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 35-25-21-0010-11500-0000
Improv. Cost: 21,261.00 , OWNER INFORMATION
Date Issued: 5/06/2019 Name: GULF MHP LLC- 38621 TARR DR
Total Fees: 225.00 Address: 135 W CENTRAL BLVD STE 730
Amount Paid: 225.00 ORLANDO, .FL 32801-2476
Date Paid: 5/06/2019 Phone:
Work Desc: REROOF METAL
CONTRACTORS APPLICATION FEES
PAUL D. SCHAPER C C I REROOF RESIDENTIAL 225.00
J
�A
DRY IN ROOF INSP Ins ections Required
TAPE JOINTS ROOF SP
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.
NTRCTOR SIGTURE PERMIT OFFI RA RES 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 813-78"021
Building Department
Data Received 2-
Phone Contact for Permittinn If
Owners Name (YLA Owner Phone Number C?Ll 11t -21
Owner's Address Qlf r Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 4 —fccry �)r LOT#
SUBDIVISION PARCEL lo# 2J:5
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE = SFR COMM OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME STEEL Qf
DESCRIPTION OF WORK
BUILDING SIZE t7SQ FOOTAGE= HEIGHT E=
"T1rT1r1r11-r1r1 I . . . . . . I -rr
=BUILDING 12 s261 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE = PROGRESSENERGY Q W.R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION 1111
t
=GAS ROOFING Q SPECIALTY = OTHER p
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 0(-
1 11 11 1 1 11 11 11 ' 11-6-114 6.4 &&
BUILDER PANY
SIGNATURE REGISTERED I(YZN FEECURREN IN I
Address License#1=-C%S3J3q
ELECTRICIAN COMPANY
S =
IGNATURE REGISTERED YIN FEE CURRFA F
Address 1 License If
PLUMBER
SIGNATURE REGISTERED I Y/N I FeEcuRREN
• Address License#F
MECHANICAL COMPANY =
SIGNATURE REGISTERED I Y/ N FEE CURREN N
Address I License
OTHER COMPANY =
SIGNATURE REGISTERED I Y/N FEECURREN LILN_J
Address Llcense#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans-,(1)set of Energy Forms;R-0-W Permit for new construction,
Minimum ten(10)warldrig days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl SRI Fence installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minfrourn ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . 1 - 1 . . . . . . . . . . . . . . . . . . . . . . . . 1 . 1 . . . . . . .
Direct
FBI out application completely.
Owner&Contractor sign back of application,notarized
If over$2600,a Notice of Commencement Is required. (AfC: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 (Front of Application Only)
Remofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways-needs ROW
N0710E 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 contractors) 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/WastewaterTreatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health 8r 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"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 fill material is to be used in Flood Zone"A"in connection with a permitted building using stem wall
construction,1 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, 1 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 1 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 YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT
OWNER OR AGE CO
S bscHbed and swo to(or affirmed)before me this ubscn or affi )before me this
l2�Au t S��v�n1�0 2'f di 2cY by r
Who Islare on mown to me or has/have produced Who Ware enat eknown to me or h../have produced
_AS identification. as identification.
elfin (1�4• fmtlr— Notary Public +CLAAa != _Notary Public
Commission No. Commission No.
SON
in f ar t�e� �f6 fp#4:1236573 Name of Nota tgoetl Of
2019 _ MY COMMISSION#FF236573
EXPIRES June 02, ~�' ' EXPIRES June 02,2019
,acr,svr,c;�s Florida,iomrySu•Ywe.ron;
rACli 951Cw5b3 FloridaYo;arySur¢n.rar
Force r3naina4lng&Testi ng Inc.
19530 Rainb1twood ndw
Humb1c,TK 77M8
Product Evaluativrl Report
ADVANCED ALUMINUM
26 Ga.Advantage hoof Panel over Plywood
Florida product Approval#1763.1 R2
Florida Building Code 2014
Per Rule 61620.3
Method;1--0
Category:Roofing
Subcategory:Metal Roofing
Compliance Method:61G20-3.005(1)(d)
WHZ
Pro uct Manufactl rpr.
Advanced Aluminum
2934(Parkway Street
Lakeland,Florida331911
Eng(rleer Evaluator;:
Terrence E.Wolfe,P.E.0 44923
Florida Evaluation ANE ID.,1920
Yalidato
Locke Bowden,P.E.,FL 1149704
9450 Alysbury Place
Montgomery,AL 35117
Contents;
Evaluation Report Pages 1-4
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Force Engineering&Testing Inc.
18530 Itumblawaad Dthvt
Humbly 11%77338
Compliance Statement: The product as described in this repart has demonstrated complianc,-with the
Florida Building Code 2014,Sections 15043.2,1518.9,1523.6.5.2.4.
Product Description. Advantage Roof Panel,26 Ga.Steel,36"Wide,through fastened roof 2anel over
APA Plywood decking.Non-structural Application.
Panel Material/Standards: Material: 26 Ga.Steel,ASTM A792 coated with Ceram-A-Star 1050 car I SYM
A653 690 conforming to Florida Building Code 2014 Section 1507.4.3.
Yield Strength; Min.80.0 ks9
Corrosion Resistance:Panel Material shall comply with Florida Building Code
2014,Section 1507.4.3
Panel bimenslon(s): Thickness: 0.019"min.
Width: 36"maximum coverage
Rib Height: %"major rib at 9"O.C.
Panel Roliformer: Bradbury Roiiformer
Panel Fastener: #10.12 x 1-1/2"Panel'rite with sealing washing or approved equal
/"minimum penetration through plywood
Corrosion Resistance:Per Florida Building Code 2014,Section 1506.6,y.517.6
Substrate Description: 1)For HVHZ construction,use 11a/sr or greater APA Rated plywood or wood
plank. in reroofing applications where the deck Is less than 19/32"thick(min,
15/32")the attachment of the cecking in no case shall be less than 8D annual
ring shank nails at 6"O.C.Design of plywood and plywood supports art.outside
the scope of this evaluation. Substrate must be designed in accordance w/
Florida Building Code 2014.
2)For Non-HVMZ applications,use min.15/32"thick,APA Rated plywood over
supports at maximum 24"O.C. Design of plywood and plywood supports are
outside the scope of this evaluation. Substrate must be designed In accordance
wi Florida Building Code 2014.
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Force ;rngineeiing&Vesting Inc.
19330 Rumblowaud Otive
HMMbla,'1X 77338
Design Uplift'Pressures:
Table°A°
Maximum Tatilluplift Design Pressure: 82.25 od 123.5 05f
>:aster►erf+attern: 9"-9°>4°•9" 9"'-9"-9"-J"
gastnaBrSgactng: 24n 2.Q 12"O.C.
•Design pressure includes a Safety radar A 7-0.
Code Compliance. The product described herein has demonstrated compliance with
The Florida Building Code 2014,Section 1504.3.2.1518.9,1523.6.5.2.4.
Evaluation Report Scope: The product evaluation Is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014,as relates to Rule 6162M.
Performance Standards: The product described herein hiss demonstrated compliance with:
TAS 125-03
d UL 580-06-Test for Ultilift Resistance of Roof Assemblies
• UL 1897-04-Uplift T&A for Roof Covering Systems
TAS 100-95-Test Procedure for Wind and Wind Driven Rain 4eslstance
of Discontinuous Roof Systems
TAS 110.00—Accelerated Weathering/Salt Spray
Reference Data: 1. TAS 12S-03:UL 580.94/1897-98 Uplift Test
Force Engineering&Testing,Inc.(FBC Organization#TST-5928)
Report No.343.0135T-09,,Sated D6/02/2009
2. TAS 100-95
Farabaugh Engineering&Testing,Inc(FBC Organization t#TSi-1654)
Report No.T202-09,Dated 06/25/2009
3. TAS 110.00:Alczo Nobel Corarn-A-Star 1050 coated metal panel ti:sting
A)Accelerated Weathering ASTM D822,6151,6133
B)Salt Spray ASTM 8117
4. Certificate of independence
By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Taiting,Inc.
(FBC organization it ANE 11):1920)
Test Standard Equivalency: 1. The UL 580.94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897.04 test standard.
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Force Engiree'ilrig tic"resting Inc.
19$301tumblawood D9Iva
Kismble,TX 77338
Quality Assurance entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20 3.005(3)for
manufacturing under a quality assurance program audited by an apprwred
quality assurance entity.
Minimum Slope Range: Minimum Siope shall comply with Florida Building Code 2014,including Section
1515.2.2 and in accordance with Manufacturers recommendations. Fc r slopes
less than 3:12,lap sealant must he used in the panel side laps.
Installation: install per manufacturer's recommended details and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 20:.4.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the low Lion of
the fire barrier within the assembly. Fire classification is not part of th s
acceptance.
$hear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2014 for roof'cladding
wind loads.These component wind leads for roof cladding are comparod to the
allowable pressure listed above.The design professional shall select thll
appropriate erection details to reference in his drawings for proper favener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must ae In compliance with Florida Building':ode 2014
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading.
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GA. ADVANTAGE PANEL ADVANCED
LOAD TABLE OVER PLYWOOD ALUMINUM
Buildings having a Roof Mean Height:5 20'-D"; Roof Slope; 2"/12"4712"Gable or Hip lRoof
Wind Speeds 140-180 mph, Exp C, Risk Category 11, Enclosed Bldg. based on FLORIDA BUILD114G CODE 2010
26 GA. ADVANTAGE PANEL FASTENER SPACING
WIND SPEED
ZONE FASTENER SUBSTRATE 140 -150 160 170--- 18_0
ON CENTER ON CENTER OR MEMT—ER ON CENTER ON -ENTER
SPACING SPACING SPACING SPACING SPACING
ZONE 1 #10-12 1IS/32"PLY TYPE A TYPE A WIRE A TYPE A TYPE A
w 1-1/2" 24" 24" 2411 24"_-_ 24"
ZONE2 #10-12 15/82"PLY TYPE A TYPE A TYPE A TYPE A TYPE S
x 1-1112" 2411 24" 24" 2411
ZONE #10-12 15/32"PLY TYPE A TYPE$ 7YPE 8 TYPE 8
x 1-VT' 24" 12" 12" 12,1
PANEL DESCRIPTION.3/4"RIB,26-GA,.36"COVERAGE
PANEL FASTENER: #10-12 x 1-112"PANEL TITE
PANEL ROLLFORMER.BRADBURY.
MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE. -82.3 PSF @ 24'0.C.FASTENER PATTERN TYPE A,,123-513SF C 12'O.C,
FASTENER PATTERN TYPE S.PRESSURE BASED ON UL 580114L 1897 TESTING REPORT#343-0135T-O9A-C.
PLYWOOD DECKING:MIN, 15/32"THICK.",4 PLY. PLYWOOD MUST BEDESIGNED IN ACCORDANCE WITH FIIC 2010.
ROOF SLOPE:ON ROOF SLOPES 1.58S THAN 3:12.LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(K&0.85) MULTIPLIED BY 0.6 PER F13C 20101
SECTION 1609.115,
LOAD TABLE DOES NOT INCLUDE OVERHANG ZONES
NOTE: IF THE BUILDING DOES NOT MEET THE ABOVE PARAMETERS, SITE SPECIFIC ENGINEERING MAY 65 USED.
FASIBER PARER$.'
a 1-11:r PANEL
FA M- ER FAMMM-TYPE 9, At 112' 2.
-1-
I<
JiQ-12 11:r PANEL TM
ZONE 2
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————— —————-————————————————————————
DIAGRAM FOR GABLE ROOF WITH
wl'r14 ROOF SLOPE 2:12 OR GREATER i LW
Ridge 1 :� + .+,�,�, ,,
--------------------
-------------------------------
ZONE1 Gable Xi)1ti)$
4-- -----------!----------------------w Note:Dimension(a)is defined as 10%of the mimmum width of
the building or 40%at the mean height of the Told,whichave(fs
stilafler,however.(a)cantiot be less ihan either 219 of Ilia
ZONE 3 ^Eave minimum width of the building or 3 feet.
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