HomeMy WebLinkAbout19-21226 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21226
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21226 'Address: 38428 5TH AVE
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: 11-26-21-0010-16700-0210
Improv. Cost: 16,500.00 OWNER INFORMATION
Date Issued: 5/17/2019 Name: S AND M LLC
Total Fees: 187.50 Address: 10743 CORY LAKE DR
Amount Paid: 187.50 TAMPA, FL 33647-2725
Date Paid: 5/17/2019 Phone:
Work Desc: RUBBER REROOF
CONTRACTORS APPLICATION FEES
TKJ CONSTRUCTION COMPANY INC REROOF COMMERCIAL 187.50
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.�fie,a f
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Ins ections Re uired
DRY IN ROOF INSP
TAPE JOINTS ROOF INSP
FINAL f�J
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.
CONTRACTOR 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 Zephyrhill's Permit Application Fax-813-780-0021
Building Department
Date Received -- Phone Contact for Permitting —
rrrrr=
Owner's Name Owner Phone Number
Owner's Address "+5 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address (�
JOB ADDRESS ZGL� \�1 LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
8 . INSTALL e REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME 0 STEEL Q
DESCRIPTION OF WORK
1
BUILDING SIZE 5 a� SQ FOOTAGE HEIGHT
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENtiER-_Y� W.R.E.C.
=PLUMBING $ V�
4a1
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER ` COMPANY CO N5T(1AV;�3
SIGNATURE REGISTERED Y/ N FEE CURREN
Address ' L-\ License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
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
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. (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)
Driveways-Not over Counter if on public roadways..needs ROW
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 maybe 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"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, 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
.------P-AYING-TWICE-FOR-IMPROVEMENTS TO YOUR PROPERTY:- IF-YOU-INTEND-TO-OBTAIN-FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING.YOUR NOTICE
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONT
Subscribed and swom to(or affirmed)before me this Subscrib or a rmed)before me this
by by
Who is/are—personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
M14
City of Zephyrhills 8 PA 1043
Planning Department File #:
5335 811 Street,Zephyrhills,Fl,33542 05/15/2019
813-780-0006 Approval Date:
www.ci.zephyrhWs.fl.us/242/lEstozic-Preservation
a Cal,a � rr � rr I No,I
City of Zephyrhills Historic Preservation Board
City of Zephyrhills Planning Department
THIS DOCUMENT MUST BE POSTED AT ALL TIMES
Address: 38428 5th Avenue Applicant: Sunstate Aluminum
Work Approved:
Installation of Rubber Roof(Replacement In-Kind')
*Board Approval Not Required - No material change
Work to COMMENCES: AFTER ALL PERMITS ARE OBTAINED AND ALL ZONING REQUIREMENTS
SATISFIED.
1,the undersigned,assure that the work performed will be executed as specified under the term of this Certificate.if it
is determined that changes are necessary, I will apply and wait for approval for those modifications prior to the
commencement of any work on-those.changes—.-
Approved:
Historic Preser4hon Specialist
Historic Preservation Board
NOTE.Additional permits may be required from the Building Department.
All work shall be in compliance with all Building Codes and the City of Zephyrhills Land Development Code
This Certificate expires six(6)months after the date of issuance if work as specified above has not begun,or after a period of six(6)months
of no activity,unless otherwise specified.
`
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353 Christian Street
'\JTRINITYI-ERD Oxford,CT 06478
EVALUATION REPORT
Mule-Hide Products Co.,Inc. Evat iation Report MIS060.06.09-R3
--_-Prince Hall Drive,Suite..Beloit,WI 53511-5481 Date of Issuance:06/24/2009
Revision 3:03/18/2015
This Evaluation Report is Issued under Rule 61G20-3 and the applicable rules and ref ulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviev ed by Robert Nieminen,P.E.for
use of the product under the Florida Building Code. The product described herein has beei evaluated for compliance with
the 5th Edifion(2014)Florida Building Code sections noted herein.
I)EscitivnON: Mule-Hide TPO-c Single Ply Roof Systems
LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assu nce Agency noted herein.
CON'nNUED CompuANce This Evaluation Report is valid until such time as the named pro uct(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the proict change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nleminen, P. :.if the product changes or the
referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERMEMENT: The Evaluation Report number preceded by the words "Trinity I ERD 0 aluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be dor e in its entirety.
INSPEMON: Upon request, a copy of this entire Evaluation Report shall be provided to the L'ser by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building(fficial,
This Evaluation Report consists of pages 1 through 4,plus an 18-page Appendix.
Prepared by:
�
Robert J.M.Nieminen P.E. P.E.an 03AS120:1 i.This does not serve as an electronically signed
document Signei seated hardcopies have been transmitted to the
Florida Registration No.5.9156,Florida DCA ANE1983
Product Approval kdministrator and to the named client
CERTIFICAMON OF INDEPENDENCE:
1. Exterior Research&Design,LI.C.d/b/a Trinity I ERD does not have,nor does it intend to acquire o will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD is not owned, operated or controlled bV any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufaduring or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial Interest In any other entity invot ed in the approval process of the
5. This is a building code evaluation, Neither TrinitylERD nor Robert Nieminen,P.E.are, in any wa),the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting o design guidance unless retained
specifically for that purpose.
ALL WORK SHALL COMPLY WIrH pREVAI i�EVI EVi DATE I '
CODES FLORIDA BUILDING CODE, '81�Y OF ZEPHYRHILI S
NATIONAL ELECTRIC CODE,
AND THE C17Y OF ZEPHYRHILLS PLANS EXAMINER-
ORDINANCES
| �
_ |
��TRJNITYJERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Single Ply Roof Systems
Compliance Statement: Mule-Hide TPC-c Single Ply Roof Systems, as produced by Plule-Hide Products Co, Inc. have
demonstrated compliance with the following sections of the Florida Building Code throu�.h testing in accordance with the
following Standards. Compliance is subject to the Installation Requirements and Limitations jConditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FIVI 4470 1992
1507.13.2 Physical Properties ASTM D6878 2008
1523.6.2 Wind TA5114 2011
3. REFERENCES:
Entity Examination Reference Date
ACRC(TST4671) TAS 114 07-051 08/29/2007
ACRC(TST4671) TA5114 07-059 10/15/2007
ACRCUST4671) FM4470 10-009 05/19/2010
ACRC(TST4671) FM4470 11-035 06/28/2011
ACRC(TST4671) FM4470 10-018 08/25/2010
ACRC(TST4671) FM4470 10-019 09/25/2010
ATI(TST1588) FM4470 01-37050.01 03/13/20DO
ATI(TST1588) Physical Properties 01-37490.01 05/26/2004
ATI(73T1588) TA5114 D7772.01-109-18 07/09/2014
ATI(TST1588) TAS 114 D7772,02-109-18 07/14/2014
CTL(TST 1577) TAS 114 CTLA-10SR 10/13/2008
CrL(TST 1577) TAS114 CTLA-105R-1 10/13/2008
M(TST 1577) TAS 114 CRA-10511-2 10/13/2008
CrL(TST 1577) TAS 114 CrLA-106R ' 10/16/2008
CrL(TST 1577) TAS 114 CTLA-10611-1 10/16/2008
CrL(TST 1577) TAS 114 CrLA-106R-2 10/16/2008
CTL(TST 1577) TAS 114 CrLA-106R-3 10/16/2008
CrL(TST 1S77) TAS 114 CTLA-106R-4 10/16/2008
CrL(TST 1577) TAS117 CrLA 111R 01/13/2009
ERD(TST 6049) FM4470 FM 4474 02764.09.05-R1 12/10/2007
ERD(TST 6049) Physical Properties C32760.01.11 01/19/2011
ERD(TST 6049) FM 4474 M5830.10.07-R1 02/23/2009
ERD(TST 6049) FM 4474 M30780,09.09 09/23120D9
FM(TST1867) FM4470 3Z9A1.AM 10/15/1997
FM(TST1867) FM4470 3001522 03126/1999
FM(TST1867) FM4470 3003393 03/30/1999
FM Approvals(TST1867) FM 4470 3012879 04104/2003
FM Approvals(TST1867) FM 4470 3013584 06/27/2003
FM(TST1867) FM4470 3014692 08/05/2003
FM(TST1867) FM4470/FM 4474 3017662 06/07/2005
FM(TST1867) FM4470/FM 4474 3023032 07/20/2005
FM(TST1867) FM4470/FIVI 4474 3020845 01/25/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM(TST1867) FM4470/FM 4474 3022174 09/25/2006
FM Approvals(TST1867) FM 4470/4474 3026964 07/25/2007
!M Approvals(TST1867) FM 4470/4474 3029840 09/08/2008
FIVI Approvals(TST1867) FM4470 3037400 09/0212009
FM Approvals(TST1867) FM4470/4474 3036762 03/08/2011
FM Approvals(TST1867) FM4470/4474 3041535 06/0812011
FM Approvals(TST1867) FM4470/4474 3039340 06/24/2011
FM Approvals(TST1867) FM.4470/4474 3039762 09/07/2012
PRI CMT(TST5878) TAS 114/FIVI 4474 CST-016-02-01 05/0412011
UL,LLC(QUA9625) Quality Control MLA 05/18/2007
UL,LLC(QUA9625) Quality Control Service Confirmation(supplier) Exp.05/05/2016
Exterior Research and Design,LLC. luation Report MI5060.06.09-R3
Cerdfkate of Authorization#9503 FL12772-R3
Revision 3:03/1812015
Page 2 of 4
TTRIN"IERD
4. PRODUCT Descmpnom
The following roof covers are mechanically attached or fully adhered to Approved substrat using fasteners,stress plates and
adhesives,as outlined in the Limitations/Conditions of Use herein.
➢ Mule-Hide TPO-c membranes are nominal 45-mil(1.1mm)or 60-mil(1.5 mm)thick,poly ter-scrim reinforced,thermoplastic
olefin(TPO)single-ply roof membranes.
➢ Mule-Hide TPO-c EXTRA membranes are nominal 72-mil (1.8mm) or 80-mil (2.Omm thick, polyester-scrim reinforced,
thermoplastic olefin(TPO),single-ply roof membranes.
➢ Mule-Hide TPO-c Fleece Back membrane Is a nominal 45-mil(1.1mm)or 60-mil(1.5 mr thick,polyester-scrim reinforced,
thermoplastic olefin(TPO)single-ply roof membrane with a polyester fleece backing.
S. UNIFTATIONS:
5.1 This is a building code evaluation. Neither Trinity'ERD nor Robert Nleminen,P.E.are, n any way,the Designer of Record
for any project on which this Evaluation Report, or previous versions thereof, is/ as used for permitting or design
guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in HVHZ.
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the build!ig interior in accordance with FBC
2603.4 unless the exceptions'stated in FBC 2603.4.1 or 2603.6 apply.
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof dec s and structural members shall be
in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of he roof deck shall be documented
through proper codified and/or FBC Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 15
5.7 For mechanically attached insulation or membrane or strip-bonded insulation, the r iaximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accor lance with FBC Chapter 16. Zones
2 and 3 shall employ an attachment density designed by a qualified design professioi al to resist the elevated pressure
criteria. Commonly used methods are RAS 117,RAS 137,FM LPDS 1-29 and ANSI/SPRI VVD1. Assemblies marked with an
asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone /3 enhancements.
5.8 For assemblies with all components fully bonded in place,the maximum design press a for the selected assembly shall
meet or exceed critical design pressure determined in accordance with FBC Chapter 16 No rational analysis is permitted
for these systems.
5.9 For mechanically attached Insulation or membrane over existing roof decks,fasteners s lall be tested in the existing deck
for withdrawal resistance. A qualified design professional shall review the data r comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with TAS 105 oi ANSI/SPRI FX-1.
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck
or existing roof surface shall be examined for compatibility with the adhesive to be in ailed. if any surface conditions
exist that bring system performance into question, field uplift testing in accordance lArith ASTM E907, FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof as mbly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, he existing roof system shall be
capable of resisting project design pressures on its own merit to the satisfaction of the HJ,as documented through field
uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads i `,accordance with FBC Chapter 16
and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111,except the bash wind speed shall be determined
from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with th FBC and F.A.C.Rule 61G20-3.
Exterior Research and Design,LLC aluation Report M15060.06.09-R3
Cerdflcate of Authorkadon#9503 FL32772-R3
Revision 3:03/18/ZO1S
Page 3 of 4
ERD
\-J TRINITY
6. INSTALLATION:
6.1 Mule-Hide TPO-c Single Ply Roof Systems shall be installed in accordance with Mu e-Hide Products Co., Inc, published
installation instructions,subject to the Limitations/Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Apperdix 1. "MDP" = Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loa Js,and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already ben applied). Refer to FBC 1609 for
determination of design wind pressures.
6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, rr embrane shall be installed running
perpendicular to steel deck flutes.
7. BUILDING PERMIT REQUIREMENTS.-
As required by the Building Officialgir Authority Having Jurisdiction in order to properly evaluz to the installation of this product.
S. MANuFAcruRiNG PLANTS:
Contact the noted QA agency for information on product locations covered to F.A.C.Rule 61G 0-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com
-THE I 8-PA GES THAT FOLLOW FORM PART OF THIS EVALUATION REP IR T-
Exterior Research and Design,U.C. -valuation Report M15060.06.09-R3
Cerfffleate ofAuthorization#9503 FL12772-R3
Revision 3:03/18/2015
Page 4 of 4
TW'N'ITY -ERD .
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st.'•,rsi4�i:', {i tx: � r` ..°
Table Deck Application Type Description Page
1A Wood New,Reroof(Tear-Off),Recover C Mechanically Attached Insulation,Bonded Roof Cover 3
IB Wood New,Reroof(Tear-Off),Recover D Insulated,Mechanically Attached Roof Cover 3
IC Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mechanically Attached Roof Cover 4
1D Wood New Construction F Non insulated,Bonded Roof Cover 4
2A Steel or Conc. New,Reroof(Tear-Off),Recover B • Mech.Attached Base Insulation,Bonded Top insulation,Bonded Roof Cover 5
2B Steel or Conc. New,Reroof(Tear-Off),Recover C Mechanically Attached insulation,Bonded Roof Cover 6-7
2C Steel or Conc. New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 8-10
2D Steel or Conc. New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 11
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12
4A LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13
4A-1 LWIC over Steel New,Reroof(Tear-Off) F Non-insulated,Bonded Roof Cover 13
4A-2 LWC over Conc. New,Reroof(Tear-Off) F Nan-Insulated,Bonded Roof Cover 14
SA Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14
6A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 15
6B Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 16
6C Steel or Concrete Recover E Non-Insulated,Mechanically Attached Roof Cover 17
6D Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 18
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: Mule-Hide HDP Fastener with 3"Insulation Plate. Minimum%-inch steel penetration,engage the top flute of the steel deck
➢ Steel Deck: Mule-Hide HDP Fastener with 3"insulation Plate. Minimum Y+-inch steel penetration,engage the top flute of the steel deck.
➢ Concrete Deck: Mule-Hide HDP Fastener with 3"Insulation Plate.Minimum 1-inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturers published installation
instructions.
m u a an may a any one aver or combihatitin of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the CIA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight Insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached membrane),whereby the membrane fasteners are
installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. The structural deck shall be of equal or
greater type,thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof
deck shall be documented through proper codified and/or FBC Approval documentation.
5. Preliminary insulation attachment for System Type D=Minimum four fasteners per 4 x 8 It board or minimum two fasteners per 4 x 4 ft board.
Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R3 for FL12772-R3
Certificate of Authorization#9503 Revision 3:03/18/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 18
TTRINITY1MD .
6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published Instructions:
➢ OlyBond 500(OB-500): Continuous-to 1-inch wide ribbons,l2-inch o.c.using PaceCart or Spot5hot application devices.
➢ 310 CR-20: Continuous 2%to 3J4-inch wide ribbons,12-inch o.c.
➢ Note. When multiple layers(s)of insulation andjor coverboard are installed in ribbon-applied adhesive,adhesive ribbons shalt be staggered from layer-to-toyer a distance of one-hoif the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed In the table:
➢ OlyBand 500(013500): MDP -315.5 psf (Min.0.5-inch thick Poly ISO 1,H-Shield or ENRGY 3)
➢ OlyBond 500(08500):. MPD -487.5 psf (Min.0.5-inch thick Poly ISO 2 or ACFoam 11)
➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117,FM LPDS 1-29 and
ANSI/SPRI WD3. Assemblies marked with an asterisk"carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
10. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
rational analysis is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTtW E907,FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124.
13. For System Type D,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes.
14. For Recover Applications using System Type D,the insulation is optional. Alternatively,min.0.5-inch H-Shield HD or min.0.25-inch to 0.625-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or
SECUROCK Glass-Mat Roof Board or min.3/8-inch insulfoam R-Tech EPS or Fan-Fold may be used as a separator board,preliminari►y attached prior to roof cover installation. The existing roof system shall be suitable
for a recover application.
15. For adhered membrane systems,side laps shall be minimum 3-inch wide sealed with min.1.5-inch heat weld. MembLane adhesivepplicaUon ra_.tes ate as fa}iows
Mule-Hide TPO-c with Muge-Hide TPO-c Bonding Adhesive in a contact application at rate of 60 W/gal.
➢ Mule-Hide TPO-c with WBBA 2000 in a contact application at rate of 120 W/gal.
➢ Mule-Hide TPO-c Fleece Back with WBBA 2000 in a wet-lay application at a rate of 120 W/gal.
16. For membrane systems attached using TPO 10-inch Pressure-Sensitive RUSS,the underside of the membrane which comes in contact with the tape shall be primed with HP-250 Primer. The membrane shall be
secured by placing the primed portion onto the tape portion of the TPO 1D4nch Pressure-Sensitive RUSS and roll with a steel hand roller to ensure contact.
17. For bonded membrane systems,unless otherwise noted,reference to"Mule-Hide TPO-c"membrane below also Includes"Mule-Hide TPO-c EXTRA".
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report MM60.06.09-R3 for F1.12772-113
Certificate of Authorization#9503 Revision 3:03/18/2015
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 2 of 18
O
TRINITY ERQ .
TABLE IA: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top insulation Layer MDP
No. Base Insulation Layer Roof Cover/Adhesive
(See Note 1) Type Fasteners Attach (psf)
Min.1.5-inch Poly 1501,H-
(Optional)One or more layers,any Shield,ACFoam II,Poly ISO 2 or See Note 2 1 per 2 ft2 Mule-Hide TPO-c/W88A 2 45.0•
combination,loose laid Mule-Hide TPO c Bonding Adhesive
ENRGY 3
TABLE 15:WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED ROOF COVER
insulation Layer
System Roof Deck (See Note 14) Roof Cover Mpp
No. (per
Type Attach Membrane Fasteners Spacing
Min.19/32-inch plywood or wood plank at
W 2 max.24"spans attached using 8d ring shank One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 6-inch o.c.within 5.5-inch wide laps spaced 90.5-inch .52.5
nails spaced 6"o.c.in the field and#10 ring any combination attached TPO-c Seam Plates o.c. Outside of lap seated with 1.5-Inch heat-weld
shank nails spaced 4"o.c.at the perimeter
Min.19/32-inch plywood or wood plank at
W 3 max.24"spans attached using 8d ring shank One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 6-inch o.c.within 5.5-Inch wide laps spaced 66.5-inch -67.5
nails spaced 6"o.c.in the field and N10 ring any combination attached TPO-c Seam Plates o.c. Outside of lap sealed with 1.5-inch heat-weld
shank nails spaced 4"o.c.at the perimeter
6-inch o.c.within 5-inch wide laps spaced 67-inch o.c.
Min.23/32-inch OSB at max.24-Inch spans Outside of lap sealed with 1.5-inch heat-weld
W-4 attached using 8d ring shank nails spaced 6" One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 and -67.5
o.c.in the field and W o.c.at intermediate any combination attached TPO-c Seam Plates 6-inch o.c.in one row centered between the laps.
supports Center row covered with 6-Inch wide cover strip
seated with 1.5-Inch heat weld at all edges
Exterior Research and Design,LLC.d/b/a Trinity l ERD Evaluation Report M15060.06.09-R3 for FL12772-R3
Certificate of Authorization 09503 Revision 3:03/18/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 18
QO RD
TRINITY 10
TABLE IQ WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER
Thermal Barrier Roof Cover
system Roof Deck Fastener MOP
No. Type Attach Membrane Fasteners Spacing Lap Width Lap Spacing Seam Weld (Psf)
Min.19/32-inch thick Mule-Hide FR Deck
W-5 Panel A or C or Barrier Technology Corp (Optional)Any Mule-Hide ENO 1.54rich
"Blazeguard A or C"at max.24inch spans approved Loose-laid Mule-HideTPO-c Fasteners and 12-inch o.c. 5-inch 48-inch o.c. outside -30.0
attached using No.8 x 2%-inch long thermal barrier 2.4 Seam Plates
I course thread screws spaced 6"o.c.
Min.19/32-Inch thick Mule-Hide FR Deck
Panel A or C or Barrier Technology Corp (Optional)Any Mule-Hide EHD nch
W-6 "Blaz6guard A or C at max.24-inch spans approved Loose-laid M.ule-Hide TPO-c Fasteners and 6-inch o.c. 5-Inch 72-inch o.c.. outside -52.5
attached using No.8 x 2%-Inch long thermal barrier 2.4 Seam Plates
course thread screws spaced 6"o.c.
Min.19/32-inch thick Mule-Hide FR Deck
Panel A or C or Barrier Technology Corp (Optional)Any Mule-Hide EHD inch
W-7 "Blazeguard A or C"at max.24-inch spans approved Loose-laid Mule-Hide TPO-c Fasteners and 6-Inch o.c. 5-inch 48-inch o.c. outside. -75.0
attached using No.8 x 2%-Inch long thermal barrier 2.4 Seam Plates
course thread screws spaced 6"o.c. I
Min.19/32-inch plywood at max.24inch (Optional)Any Mule-Hide EHD 48-inch o.c.(over 1.5-inch
W-8 spans attached using 8d ring shank nails approved Loose-laid Mule-HideTPO-c Fasteners and 6-inch o.c. 5.5-inch structural members) outside -75.0
spaced 6-Inch o.c. thermal barrier 2.4 Seam Plates _j
"TABLE ID:WOOD DECKS—NEW CONSTRUCTION
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Roof Deck Roof Cover MOP
No. Membrane Application (Psf)
W-9 Min.15/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C"at Mule-Hide TPO-c WBBA 2000
max.24-inch spans attached using No.8 x 2%-inch long course thread screws spaced 6"o.c.
--'r t- o'r"Barrier 7---*
W-10 —mm—TWU nine h tRIN MOe-A,'d�FRDec-kPa-nelA o 7n.iogy Corp"Blazeguard AorC"at Mule-Hide TPO-c WBBA 2000 1552*05
max.24inch spans attached using No.8 x 2%-inch long course thread screws spaced 6"o.c.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report MI5060.06.09-R3 for FL12772-R3
Certificate of Authorization#9503 Revision 3:03/18/2015
Prepared by: Robert Merninen,PE-59166 Appendix 1,Page 4 of 18