HomeMy WebLinkAbout20-674 i FlUfltll�ti City of Zephyrhills &m'k- pERMITN.,YUM_BER - =
5335 Eighth Street _ ..
=- Zephyrhills, FL 33542 BGR-000674-2020
Phone: (813)780-0020
Fax: ($13)780-0021 Issue Date: 09/15/2020
- ` i/•
Permit Type: Building General (Residential)
Prop ity,Number Stree#Address
11 26 21 0010 08900 0130 5512 7Th Street
Owner Inforiratation, Permit Infoi'rrtation Contractor-Infoimafion
Name: B&L LAND HOLDINGD LTD Permit Type:Building General(Residential) Contractor: RYMAN ROOFING INC
Class of Work:Reroof
Address: 5512 7Th St Total Valuation:$24,245.00
ZEPHYRILLS,FL 33542 Total Fees:$241.83
Phone: (813)782-5510 Amount Paid:$241.83
Date Paid:9/15/2020 3:50:37PM
Project Description- j
REROOF 25 SQUARES GAF TPO
Application Fees_ . 3 .
Building Plan Review Fee $80.61 Building Permit Fee $161.22
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.
qjo [-�"C,�jCZ y2QL,(4-,)
CONTRACTOR IGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
j Building Department
• � I Q a
Phone Contact for Permitting 0'J - wq-1
Date Received a V a
��Owner's Name v I{ �1 S � -0 K_ UaSv Owner Phone Number J ` u U `�`"' �D., .
Owner's Address PF51 i. S4 h (f l I k 5 Owner Phone Number
Fee Simple Titleholder Name i Owner Phone Number
Fee Simple Titleholder Address LOT5c d U� S � 335((a
JOB ADDRESS # 2
SUBDIVISION (( �hf I lS PARCEL ID# c���.d
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN 0 MOVE DEMOLISH
e INSTALL e REPAIR
o
PROPOSED USE 0! SFR 0 COMM 0 OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL 0 OTHER
DESCRIPTION OF WORK ��-� � 5 S ul'e/es_ CAA F -TPd FI. ' 5a93 f
BUILDING SIZE so rooTAGE E HEirH C
BUILDING $ (( � l J a 6/ VALUATION Of TOTAL CONSTRUCTION"
[� ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY W.R.E.C,
0 PLUMBING $
I
0 MECHANICAL $ ; VALUATION OF MECHANICAL INSTALLATI N
0 GAS Q ROOFING 0 SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS• FLOOD ZONE AREA DYES ONO.
-... __BUILDER.... . COMPANY
_.
SIGNATURE I I REGISTERED YI / N I FEE CURRENT Y/N
Address License# '
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Ly/N
Address License
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address i I License#
MECHANICAL i COMPANY
SIGNATURE RO�ISYERED Y/ N FEE CURRENT Y/N
Address ! License#L-A
'�'1/1
OTHER COMPANY r
SIGNATURE _ d RE018`PEREtl N FEE CU.RREN# I Yy N
� S 1 C � U65.Address . .
RESIDENTIAL Attach(2)Plo;t Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, '
Minimum ten,(I b)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(3)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 all new projects:All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
I
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$5000)
** 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)
Reroofs Sewers i Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
i
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 bylaw, 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. .lf you, as the owner sign as the
contractor, that may be ao 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 RecoveryiFees must be paid prior to
irn receivg 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.
CONSfRUCTION•LIEN LAW.(Chapter 7'13, Florida Statutes, as amended): If valuatlo' n of work is $2,600.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florlde Construction: Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculturo and Consumer Affairs. If the applicant is someone
other than the `owner", I certify that I have obtained a copy of the above desorlbed document and promise in good faith to
deliver it to the"owner" prig to corn mencernuht,
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 l 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, 1'certify that fill will be used only to fill the area within the stem wall. i
If.fill material;is to be used in any area, .I certify that use of such fill will not' adversely affect. adjacent
properties. If luse-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 tile 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 #o,violate, cancel, alter, or
set aside any provisions,of the technical codes,- nor sliall 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)1.days and will demonstrate
justifiable cause for the extension. If-work ceases for ninety(90) consecutive days, th job is considered abandoned.
WARNING TO OWNER:'!YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY-RESULT IN YOUR
PAYING-TWICE FOR.IMPROVEMIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING_, CONSULT--
WITH YOUR-LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORID URAT F:S 1.7.03
( ) --
ow. „ .'OR AG ;,c
_ ! J O(.:
S r' and sworn d) etore a this Sri�U and by to( Ra term befo g tf�
y (J
Who.islare persop,311 no to me or ash ave produced Who is/are personally kn n to me or h s/have;produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
o
Name of Notary typed,printed&&stamped Name of Nota
,����e!w•. CMLOSMALDONADO;
.,: Commission#GG$46276
`•r'>i,f Expires June 18,2023
Bnuded Thru Troy F i"lusWance 904,395 1�Q
MWERIGAN i c �f dyRyfi'l�d11 ®®fin , Inco Mr."
5�'c
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5/o fee for credit card processing.
A Division of Ryman Construction,Inc.
�9 36413 SR 54•Zephyrhills, Florida 33541 Proposal#
Phone(813)782-6094• Fax(813)788-6773 NO.
0 1-855-Go-Ryman (1-855-467-9626)- Lic.#CCC 1325505 Estimate# 002700
www.RymanRoofing.com
Q'® Serving all of Central Florida Job# (e
Owner/Purchaser:Mark Leasure Date: 8/7/20
claim#: InsuranceCompany:
-- -----------
Job Address: 5512 7th Street City. Zephyrhills Zip: 33542
Mail to Address: E-Mail Address:
-iome#: 813-782-4510 Cell M Business #:
❑✓ Complete tear off of existing TPO Additional Notes/Special Concerns: Includes
Install new GAF Evergard 60 mil TPO membrane
Q✓ Secure all loose roof decking as needed according roofing after removing existing TPO membrane
to Florida Building Codes
FV Roof dried in with Insulation and TPO Install tapered insulation system to divert water off
roof as designed in photo attached
0✓ Install new valley metal with galvanized metal Install Densdeck 1/2" roof panels over taper system
Q✓ Install new 6 drip edge color: Install new 6" eave metal around perimeter
lv Install new lead boots
FvJ Install all new general roof vents
M Install new Shingle ❑Metal Tile Seal around and near power pole to prevent water
Modified Butimen FTPO intrusion
0 Manufacturer (shingle, metal or tile) GAF Hidden wood damage to be repaired/replaced at
Manufacturer (TPo or Mod.Bitumen)
Color:(Shingle,MetalorTile)
Rs/ additional charge as discussed
Color:(TPOorMOD.Bitumen) White Permit and scheduling of inspections
�✓ All roof related debris removed from job site,pick-up loose
nails using commercial grade magnet
Fv All materials,labor and permits fumished Base Price*$ 247245.00
1`71 Provide a 5 year labor warranty
Additional Items:
I
Payment Method: ❑Check# ❑Cash Financing Insurance Claim
] Credit Card# Exp.Date CC ID#
Down Payment:$ Amount Financed:$ Approx.Monthly Payment:$
PaymentTerms: 35% down and balance upon completion
Extras:
`Base Price does NOT include any unforeseen costs as described below unless indicated in"Additional Items"above. customerrn;tlat
`/ Deficient 1/2"plywood replaced at a cost of$85.00 per sheet in the roof field,which includes labor&materials.All other wood work/ad-
1 tonal labor,such as,but d to,valley rebuilding,rafter replacement, 1x decking,etc.will be a rate of$5.00 per lineal foot plus the
post of materials.
rHIS BECOMES A BINDI CON PON C EPTANCE OF PR POSAL.PURCHASER ACKNOWLEDGES RECEIPT OF A COPY OF THIS CONTRACT.
ACCEPT THIS PROPO L AND E IF THAT I HAVE REA AND FULLY UNDERSTAND THE PROVISIONS OF THIS CONTRACT.
'urchaser: Date:
'urchaser: Estimator: Ed
10/18/2019 Florida Building Code Online
BCIS Home Log in I User Registration '� Hot Topics Submit Surcharge Stats&Facts I Publications I Contact Us I BCIS Site Map`I Links I 'Search
Florida
Product Approval
I:.
USER:Public User
Product Approval Menu>Product or Application Search>Qg,olication List>Application Det2fariLL v`/�®ryR�K_`+HpLL '(}n�}pyi 4 �q)) ,p_ ;_/_
CiQD�ti7 r' � "'i'Jti�h..F V1tI�laR�YAILINt�---
LORIDA BUILDING CODEo
o a e-*• ,.y FL# FL5293-R36
NATIONAL ELECTRIC CODE.
Application
anon Version Revision AND THE CITY OF ZEPHyR
ORDINANCES HILLS
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany,NJ 07054
(800)766-3411
mstieh@gaf.com REVNEW
AP
Authorized Si nature Robert Niemine CN t r LF
g Ireith@nemoet' 47EPHY,gHN�
E 1MINyEH
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany,NJ 07054
(800)766-3411
TechnicalQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/17/2021
Validated By John W.Knezevich,PE
d, Validation Checklist-Hardcopy Received
Certificate of Independence FL5293 R36 COI 2019 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6878 2011
FM 4470 2012
FM 4474 2011
TAS 114 2011
Equivalence of Product Standards
Certified By
Sections from the Code
https://www,floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquwVcULes7wTHo0xyQc%2bdOLmd709rQQtHsbObfAwNgnkA%3d%3d 1/2
10/18/2019 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/14/2019
Date Validated 08/15/2019
Date Pending FBC Approval 08/21/2019
Date Approved 10/15/2019
- Summar ofPf—oducts
FL# Model,Number or Name Description
5293.1 EverGuard TPO Single-Ply Roof Single-ply,thermoplastic polyolefln roofing systems
Membrane Systems
Limits of Use installation Instructions
Approved for use in HVHZ: No FL5293 R36 11 2019 08 FINAL Al.ER FL5293-R36.p4f
Approved for use outside HVHZ:Yes Verified By: Robert Niernineh PE-59166
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-502,5 Evaluation Reports
Other: 1.)The design pressure noted in this application FL5293 R36 AE 2019 08 FINAL ER FL5293-R36.pff
relates to one specific assembly in the ER Appendix, Refer to Created by Independent Third Party:Yes
the ER Appendix for all systems and associated max, design
pressures. 2.) Refer to ER Section 5 for Limits of Use
W-Zk] FN.-,]
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:$50-487-1824
The State of Florida is an AA/EEO employer.Lopyjr ght 2007-2013 State of Florida.::RELy-asy Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records-If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(l),
Florida statutes,effective October 1,.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S,please click here.
Product Approval Accepts,
Credit Ccird
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt'DquwVcULes7wTHoOxyQc%2bdOLmd7O9rQQtHsbObfAwNgnkA%3d%3d 2/2
NINEMO etc.
TABLE 21: STEEL OR STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-1: MECHANICALLY ATTACHED ROOF COVER
Deck- ` = Insulation(Note 14) Roof Cover; MDP
System No.
(Note 1) Type Attach Membrane; Fasteners Attachment (psf)
EVERGUARD TPO:
S 314.
Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/8 in.Barbed 18-inch o.c.within 6-inch wide laps spaced 54-inch o.c. -30.0
Grade 80 steel combination,min.1-inch attach XHD Plates and sealed with a 1.5-inch heat weld.
Barbed
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2-3/8 in. 12-inch o.c.within 6-inch wide laps spaced 114-inch
S-315. Grade 33 steel combination,min.1.5-inch attach EverGuard TPO XHD Plates or Drill-Tec Eyehook AccuSeam o.c.and sealed with a 1.5-inch Beat weld. -30.0
Plates
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD and Drill-Tec 2 in.Double Barbed 12-inch o.c.in rows spaced maxi 114-inch o.c. An 8-
S-316. Grade 33 steel combination,min.1.5-inch attach EverGuard TPO XHD Plates,Drill-Tec 2-3/8 in.Barbed XHD inch wide cover strip is heat welded over the stress -30.0
Plates,Drill-Tec Eyehook AccuSeam Plates plates.
Min.22 ga.,type B,
One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c,within 6-inch wide laps spaced 138-inch
S-317. Grade 33 steel;4 ft combination,min.1-inch attach EverGuard TPO SXHD Plates o.c.and sealed with a 1.5-inch Beat weld. -30.0
span
Min.20 ga.,type B, j
One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c,within 6-inch-wide laps spaced 138-inch
5-318: Grade 33 steel;5 ft combination,min.1-inch attach EverGuard TPO SXHD Plates o.c.and sealed with a 1.5-inch Beat weld. 30.0
span i
Min.18 ga.,type B,
One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c.within 6-inch wide laps spaced 138-inch
S-319. Grade 33 steel;6 ft combination,min.1-inch attach EverGuard TPO SXHD Plates o.c.and sealed with a 1.5-inch Beat weld. -30.0
span i
Min.22 ga.,type B, One or more layers,any Prelim. Drili-Tec XHD or Drill-Tec SXHD with Drill-Tec 2 12-inch o.c,within 6-inch wide laps spaced 138-inch
S-320. Grade 80 steel;6 ft combination,min.1-inch attach EverGuard TPO 3/4 in.Barbed SXHD Plates o.c.and sealed with a 1.5-inch heat weld. -30.0
span
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 in.Double Barbed 12-inch o.c.within 6-inch wide laps spaced 90-inch o.c.
5-321. Grade 33 steel combination,min.1-inch attach EverGuard TPO XHD Plates and sealed with a 1.5-inch heatjweld. -37.5
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c,within 6-inch wide laps spaced 114-inch
5-322. Grade 40 steel combination,min.1-inch attach EverGuard TPO SXHD Plates o.c.and sealed with a 1.5-inch heat weld. 37.5
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in. 12-inch o.c.within 6-inch wide laps spaced 114-inch
5-323. Grade 80 steel combination,min.1.5-inch attach EverGuard TPO Barbed SXHD Plates o.c.and sealed with a 1.5-inch heat weld. 37.5
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/8 in.Barbed 12-inch o.c.within 5-inch wide laps spaced 115-inch
5-324. Grade 80 steel combination,min.1.5-inch attach EverGuard TPO XHD Plates D.c.and sealed with a 1.5-inch heat weld. 37.5
Min.22 ga.,type B, i
One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c.within 6-inch wide laps spaced 138-inch
5-325. Grade 80 steel;6 ft combination,min.1-inch attach EverGuard TPO SXHD Plates o.c,and sealed with a 1.5-inch heat weld. 37.5
span
Drill-Tec XHD with Drill-Tec 2 in.Double Barbed
Min.22 ga.,type B, One or more layers,any Prelim. XHD Plates or Drill-Tec 2 3/8 in.Barbed XHD 12-inch o.c.within 6-inch wide laps spaced 54-inch o.c.
5-326. Grade 33 steel combination,min.1-inch attach EverGuard TPO Plates;or Drill-Tec SXHD with Drill-Tec 2 3/4 in. and sealed with a 1.5-inch heat weld. 45.0
Barbed SXHD Plates
EverGuard TPO Drill-Tec XHD with Drill-Tec 2 in.Double Barbed
S-327. Min.22 ga.,type B, Min.200 psi,min.2-inch thick Prelim, or EverGuard XHD Plates,Drill-Tec Eyehook AccuSeam Plates 12-inch o.c.within 6-Inch wide laps spaced 54-inch o.c. -45.0
Grade 33 steel cellular lightweight concrete attach TPO FB Ultra or Drill Tec 2-3/8 in.Barbed XHD Plates and sealed with a 1.5-inch heatjweld.
i
NEMO ETC,LLC Evaluation Report 01506.09.05-R31 for FL5293-1130
Certificate of Authorization#32455 611 Edition(2017)FBC NON-HVH2 EVALUATION Revision 31:08/16/2018
Prepared by: Robert Nieminen,PE-59166 GAF EverGuard TPO Single-Ply Roof Membrane Systems;(800)766-3411 Appendix 1,Page 49 of 99
i
O, NEM j etc.
TABLE 21: STEEL OR STRUCTURAL CONCRETI�DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-1: MECHANICALLY ATTACHED ROOF COVER
Deck-. _ Insulation(Note 14)_ Roof Cover. -MDP
System No.
(Note 1) Type . ''Attach Membrane,. Fasteners Attachment (psf)
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 in.Double Barbed 12-inch o.c.within 6-inch wide laps spaced 66-inch o.c.
5-328. Grade 40 steel combination,min.1-inch attach EverGuard TPO XHD Plates and sealed with a 1.5-inch heat weld. 45.0
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c.within 6-inch wide laps spaced 90-inch O.C.
5-329. Grade 33 steel combination,min.1-inch attach EverGuard TPO SXHD Plates and sealed with a 1.5-inch heat weld. 45.0
S-330. Min.20 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c.within 6-inch wide laps spaced 90-inch o.c.
EverGuard TPO 45.0
Grade 33 steel combination,min.1-inch attach SXHD Plates and sealed with a 1.5-inch heat weld.
S-331. Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/8 in.Barbed 6-inch o.c.within 5-inch wide I,aps spaced 114.5-inch
Grade 80 steel combination,min.1.5-inch attach EverGuard TPO XHD Plates o.c.and sealed with a 1.75-inch heat weld. 45.0
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c.within 6-inch wide laps spaced 114-inch
5-332. Grade 80 steel combination,min.1-inch attach EverGuard TPO SXHD Plates o.c.and sealed with a 1.5-inchlheat weld. 45.0
Drill-Tec XHD with Drill-Tec 2-3/8 in.Barbed I
Min.20 ga.,type B, XHD Plates,Drill-Tec Eyehook AccuSeam Plates
One or more layers,any Prelim. 6-inch o.c.within 6-inch wide laps spaced 138-inch o.c. _45.0
S-333. Grade 80 steel;6 ft EverGuard TPO or Drill-Tec 2 in.Double Barbed XHD Plates or
combination,min.1-inch attach and sealed with a 1.5-inch heat weld.--
span Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in.
Barbed SXHD Plates
Drill-Tec XHD with Drill-Tec 2-3/8 in.Barbed
Min.22 ga.,type B, XHD Plates,Drill-Tec Eyehook AccuSeam Plates
S-334. Grade 80 steel;5 ft One or more layers,any Prelim. EverGuard TPO or Drill-Tec 2 in.Double Barbed XHD Plates or 6-inch within 6-inch wide laps spaced 138-inch o.c.
combination min h -45.0
span , .1-inch attac Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in. and sealed with a 1.5-inch heat weld.
Barbed SXHD Plates
Drill-Tec XHD with Drill-Tec 2-3/8 in.Barbed
Min.18 ga.,type B, XHD Plates,Drill-Tec Eyehook AccuSeam Plates
S-335. Grade 33 steel;4.5 ft One or more layers,any Prelim. and sealle EverGuard TPO or Drill-Tec 2 in.Double Barbed XHD Plates or 6-inch sealed with a 1.5-inch hea within 6-inch wide le weld.aps spaced 138-inch o.c.
combination,min.1-inch attach -45.0
span Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in. l
Barbed SXHD Plates
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 in.Double Barbed 12-inch o.c.within 6-inch wide laps spaced 54-inch o.c.
5-336. Grade 40 steel combination,min.1-inch attach EverGuard TPO XHD Plates and sealed with a 1.5-inch heat weld. 52.5
S-337. Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c,within 6-inch wide,laps spaced 66-inch o.c. -52.5
Grade 40 steel combination,min.1-inch attach SXHD Plates and sealed with a 1.5-inch heat weld.
Drill-Tec XHD with Drill-Tec 2-3/8 in Barbed I
.
Min.22 ga.,type B, One or more layers,any Prelim. 6-inch o.c.within 6-inch wide laps spaced 114-inch o.c.
S-338. Grade 33 steel combination,min.1-inch attach EverGuard TPO XHD Plates,Drill-Tec Eyehook AccuSeam Plates -52.5
or Drill-Tec 2 in.Double Barbed XHD Plates and sealed with a 1.5-inch heat weld.
Prelim. Drill-Tec#14 or Drill-Tec CD-10 fasteners with
S-339. Structural concrete attach or EverGuard TPO
One or more layers,any Drill-Tec 2 in.Double Barbed XHD Plates,Drill- 6-inch o.c.within 6-inch wide laps spaced 114-inch o.c. -52.5
combination,min.1.5-inch OB500 Tec 2-3/8 in.Barbed XHD Plates or Drill-Tec and sealed with a 1.5-inch heat weld.
Eyehook AccuSeam Plates
5-340. Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/8 in.Barbed EverGuard TPO XHD Plates or Drill-Tec 2 in.Double Barbed XHD 6-inch o.c.within 5-inch wide laps spaced 115-inch o.c. _52.5
Plates
Grade 80 steel combination,min.1.5-inch attach and sealed with a 1.5-inch heat weld.
I
NEMO ETC,LLC Evaluation Report 01506.09.05-1131 for FL5293-1130
Certificate of Authorization#32455 6"Edition(2017)FBC NON-HVHZ EVALUATION I Revision 31:08/16/2018
Prepared by: Robert Nieminen,PE-59166 GAF EverGuard TPO Single-Ply Roof Membrane Systems;(800)766-3411 Appendix 1,Page 50 of 99
OINEMOjetc.
TABLE 21:STEEL OR STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-1: MECHANICALLY ATTACHED ROOF COVER
Deck. tnsulation{Note 24}' Roof Cover ( Mpp
System No. (Note 1). Type Attach Membrane Fasteners Attachment. (Psf)
Min.18 ga.,type B,
P One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in. 6-inch o.c,within 6-inch wide laps spaced 138-inch o.c. -52.5
S 341. spans 80 steel'6 ft combination,min.1-inch attach Barbed SXHD Plates and sealed with a 1.5-inch heap weld.
Min.20 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in. 6-inch o.c.within 6-inch wide laps spaced 138-inch o.c.
S 342. Grade 80 steel;5.5 ft combination,min.1-inch attach EverGuard TPO Barbed SXHD Plates and sealed with a 1.5-inch heat weld. -52.5
span
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD or SXHD with Drill Tec 2 3/4 in. 6-inch o.c.within 6-inch wide laps spaced 138-Inch ox,
5-343. Grade 80 steel;4.5ft combination,min.1-inch attach EverGuard TPO Barbed SXHD Plates and sealed with a 1.5-inch heat weld. -52.5
span
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/8 in.Barbed 6-inch o.c.within 6-inch wide Iaps spaced 54-inch o.c.
5-344. Grade 33 steel combination,min.1.5-inch attach EverGuard TPO XHD Plates and sealed with a 1.5-inch heat weld. -60.0
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c,within 6-inch wide laps spaced 54-inch o.c.
5-345. Grade 40 steel combination,min.1-inch attach EverGuard TPO SXHD Plates and sealed with a 1.5-inch heat weld. 60.0
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/8 in.Barbed 6-inch o.c.within 6-inch wide laps spaced 90-inch o.c.
5-346. Grade 33 steel combination,min.1-inch attach EverGuard TPO XHD Plates and sealed with a 1.5-inch heat weld. 60.0
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 in.Double Barbed 6-inch o.c.within 6-inch wide laps spaced 114-inch o.c.
5-347. Grade 33 steel combination,min.1-inch attach EverGuard TPO XHD Plates and sealed with a 1.5-inch heat weld. 60.0
EverGuard TPO
Min.22 ga.,type B, Min.200 psi,min.2-inch thick Prelim. Drill-Tec XHD with Drill-Tec 2-3/4 in.SXHD 124nch o.c.within 6-Inch wide laps spaced 54-inch o.c.
5-348. Grade 33 steel cellular lightweight concrete attach TPO FB Ultra or EverGuard Plates and sealed with a 1.5-inch heat weld. 67.5
l
Min.22 ga.,type BV Min.330 psi,min.2-inch thick Drill-Tec XHD with Drill-Tec 2 in.Double Barbed Fastened through to engage steel deck,6-inch o.c.
S-349. N/A EverGuard TPO within 6-inch wide laps spaced 114-inch o.c.and sealed -67.5
(0.5%),Grade 33 steel Celcore Cellular Concrete XHD Plates(to engage steel deck) with a 1.5-'Inch heat weld.
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/4 in.Barbed 6-inch o.c,within 6-inch wide laps spaced 114-inch o.c.
5-350. Grade 33 steel combination,min.1-inch attach EverGuard TPO SXHD Plates and sealed with a 1.5-inch heat weld. 67.5
One or more layers,min.1.5- 5 fasteners
Min.18 ga.,type B, /plates Drill-Tec XHD Fasteners with Drill-Tec 2 in. 6-inch o.c.within 6-inch wide laps spaced 114-inch o.c.
5-351, per 4 x 4 ft inch EnergyGuard Polyiso EverGuard TPO -90.0
Grade 33 steel Double Barbed XHD Plates and sealed with a 1.5-inch heat weld.
Insulation,EnergyGuard Ultra board
EVERGUARD TPO FB'ULTRA: - - - -
Min.22 ga.,type B, Drill-Tec XHD(steel only)or Drill-Tec#14
One or more layers,any Prelim. EverGuard TPO 6-inch o.c.within min.6-inch wide laps spaced 114-
S 352. Grade 33 steel combination,min.1.5-inch attach FB Ultra Fasteners{concrete only)with Drill-Tec 2 3/8 in. inch o.c.and sealed with a 1.625-inch heat weld. 45.0
structrural concrete Barbed XHD Plates I
Min.22 ga,type B, Drill-Tec XHD(steel only)or Drill-Tec#14 1
One or more layers,any Prelim. EverGuard TPO 6-inch o.c.within min.6-inch wide laps spaced 112.5-
S-353. Grade 33 steel or Fasteners(concrete only)with Drill-Tec 2 3/8 in. I -60.0
structrural concrete combination,min.1.5-inch attach FB Ultra Barbed XHD Plates inch o.c.and sealed with a 1.625-inch heat weld.
Min.200 psi,min.3-inch thick Fastened through to engage steel deck,6-inch o.c.
Min.22 ga.,type BV EverGuard TPO Drill Tec XHD with DHII-Tec 2 in.Double Barbed
S-354. (0.5%),Grade 33 steel Insulating Elastizell
Lightweight N/A FB Ultra XHD Plates(to engage steel deck) within 6-inch wide laps spaced 114-inch o.c.and sealed 75.0
nsulg Concrete with a 1.5-inch heat weld.
I
NEMO ETC,LLC Evaluation Report 01506.09.05-R31 for FL5293-1130
Certificate of Authorization#32455 61h Edition(2017)FBC NON-HVH2 EVALUATION Revision 31:08/16/2018
Prepared by: Robert Nieminen,PE-59166 GAF EverGuard TPO Single-Ply Roof Membrane Systems;(800)766-3411 I Appendix 1,Page 51 of 99
7y
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: U)n g S L 7 0
Date Received:
Site: 7-/A
Permit Type: ye fou V-,�'.e J�
V fe-
Approved w/no comments. Approved w/th6 below comments: ❑ Denied w/the below comments: 11
This comment beet shall be kept with the permit and/or plans.
SEP
Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#2020146811 OR BK 10171 PG 3292 Page 1 of 1
09/04/2020 10:46 AM Rcpt:2200946 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Pemtil Ne ParcCIlD No l+_C1�'��'-LIU�U-`��C,C�Lf -�)1•��
r j NOTICE OF COMMENCEMENT /1
smla of 1 (�("•C� c—iyal
THE UNDERSIGNED I•erebygives nail.Thalneproveman{11 be made to endo',,real property,and In exordenw M{h Chapter713,Flarida Sla".ales,
the following infonnalhe Is p,ov:ded In tens Notice of CommencanenC I 1_ �V -J/�I
1. D—eptie,of Propedy:Panel ldenl7lCceOon No. 0136
y 7 1 (� till 1.
.Street Add,.,:_-T`ZI a r ur, <Y- !L•�-� v/�I l l I S _
2. Genafol.—tp11on of lmprvremeni
3. O•Itrer l.tormalio LN.oee lnfttm Il the Lessee coni—ted fgrlha improvement:� � �ctnci I•��ld;cla,� r
5 1 T". SI
Iart 'n Z it {,{ Ct.;h i•\l�> CltyN inPoery:D-0(ler -y - , > JSLIJ
Stets
Noma of Fee Simple Titleholder: (-
(II different from Omer 6sled above)
Add..-i .nlun bU anti Tot.—
ci`y sl]ie
4. C I-b
N.'.1 3Coy(3 S(?Addressp. `sLt
Cont-1.1s Telephone No.: Slate
6. Snrety:1 I A
Name
Add— City Slate
Amount0(pd:S Telephone No.:
B. Lander. I/ql
Hemb
Address city smie
Lenders Telephone No.: -
7. Persona Wdln the Slate or N.M.desh•3nated by the owner upon he.notKes or ether d--menu may be served as provided by
9sc`''n 713.13(i)(a)(7),Florida Statutes:
Name
Add— city Stale
Telephone Number of Desi,,mied Person:
e, In nddillgr(lo himself.the owner deslpales of—
to receive o entry of the Llenorla Notice as ptwi.ed in Seelien 713.13(1)(h),Florida StaNles.
Telephone Number of Person or Entity Designated by Orw,ar:
9. Eaplmllon date of Na.of C.atnoncenewt(the expiradon data may not be before the eomplllg7i7of mn�l�lii jnd)ll 1 Payment to the
cord/actor,tot will be one year tram the daleelrecording unless a QJoraid data ie specified): 1C1� j U7C1
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COrNJENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES.AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COWdENCEMENT MUST BE
RECORDED AND POSTED 014 THE JOB SITE BEFORE IKE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE CCMMEHG GwORI(OR REGORGING YOUR NOTICE OF COMMEN•CEMENT.
Urdu penalty of perjury,I deeare that I lava read III,,loregolrg en rt a1M hie{IBb( staled the no.Nue to I.besi
of my kn %I%of arrd belief.
STATED FLORIDA
COUNTYOFPASCO
Slgml re of O/er se,a moys or Losseo`^AU rized
omrreMtoJ(P�d(9JQdMan ger` `� f
�7CI SIg elory'aTtle)Ofrc
q. reM msl 1 vnc arknmNe bed belo(v me Ittis V day of•Se, .16A)hy 01 ca IL Le a S U
�C(C i a ��1fllcrxl (yP¢o y g arficeLtmstee.alteneeybnfaer)mr
l� � U• S � t raatnol,,',��e�.� doe
a (reti of Ra�yppnn lxr�`AY" i-�m w.a axrr�.d).
Persmtally Kna'e rJOPmdo:ed N.(ft5abcr Notary SitirI U(� U�—
TypeefldengricallonProduced r I, (Uf Rama(Prml)
• ' ANGELA 14AYWOOD
:�•®IR Notary PublIC-State of Florida
tea',' Commission A GG 344035
Comm.bitifes Aug 24.2023
Bonded through National Notary Assn.
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