HomeMy WebLinkAbout16-17991 i
�'i ; CITY OF ZEPHYRHILLS
i ' ' S335-8TH STREET �� �
' (813)780-0020 �799'E'� '
BUILDING PERMIT
, PERMIT INFORMATION LOCATION INFORMATION
Permit I�lumber: 17991 Address: 5409 9TH ST
Permit Type: RE-ROOF ZEPHYRHILLS, FL. '
Ciass of Work: ROOF REPLACEMENT Township: Range: Book:
Propos�d Use: NOT APPLICABLE Lot(s): Block: Section:
Squa�re Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-13500-0030
� Improv. Cost: 4,000.00 OWNER INFORMATION
Datellssued: 12/09/2016 Name: MILLS MICHAEL & MILLS PAMELA& M
Total Fees: 55.00 Address: 5409 9TH ST
Amount Paid: 55.00 ZEPHYRHILLS FL 33542-4350
�
Date Paid: 12/09/2016 Phone: 813-909-6057
Wo'rk Desc: REROOF � �
'I CONTRACTOR S APPLICATION FEES
TLC RO�OFING LLC REROOF RESIDENTIAL 55.00
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� Ins ections Re uired
DRY IN R� OF INSP
TAPE JOINTS ROOF INSP
' FINAL I
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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
I 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
I entities such as water management, state agencies or federal agencies.
"Wa'rning 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 pertormed in accordance with ,
� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. I
I NO OCCUPANCY BEFORE C.O.
I � .
� r �
' ONTRACTOR TURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
� , s���saoozo City of Zephyrhilis Permit Application Fax-a�3-�80.0�2� I
. Building Departrnent
Date Received
Phone Contact for Permitting
`_r_�_�_r'i—r_� r_�_-r-.�
i Owners Name Owner Phone Number — —
I
Owners Address Owner Phone Number
� Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
' JOB ADDRESS LOT# �
� SUBDIVISION PARCEL IQIF 11-26-21-0010-13500-0030
� (OBTAINED FROM PROPERiY TAX NOi10E)
WORKPROPOSED NEwcoNsrR ADD/ALT Q SIGN Q Q DEMOLISH
e INSTALL e REPAIR
PROPOSED USE 0 SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME Q STEEL Q „
DESCRIPTION OF WORK }��
I BUILDING SIZE SQ FOOTAGE� HEIGHT
QBUILDING $ VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
� QPLUMBING $ �\
��
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � \
�GAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
� BUILDER COMPANY
SIGNATURE REcis7EReo Y/ N FEE CURREN Y/N
� Address License#
I ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
I
Address License#
PLUMBER COMPANY
SIGNATURE REcisi�fteo Y/ N FEE CURREN Y/N
Address License#
I
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIII : : : : : : : : : : : : . . . . . : . : IIIIIIIIIIIIIIIIIIIIilllllltllltllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for new consWction,
Minimum ten(10)working days after submirial date. Required onsite,ConsUuclion Plans,Stortnwater Plans w/Siit Fence installed,
Sanitary Facili6es&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 Fartns.R-O-W Permit for new cansWction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
� ""PROPERTY SURVEY required for ali NEW construction.
jDirections:• ��
i Fill out applicadon completely.
i Owner 8 ConVactor sign back of applicafion,notarized
� If over$2500,a Notice of Commencement is required. (A/C upgredes over$7500)
� " Agent(for the contractor)or Power of Attomey(far lhe owner)would be someone vrith notarized letter from owner authorizing same
I� OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter'rf on public roadways..needs ROW
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� 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 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
i portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
i contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
i County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
I that Transportation Impact Fees and Recourse Recovery Fees may appiy 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
i 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 WateNSewer 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.
j 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
I 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
i construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certiry that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is
I my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
i - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
i Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
� Watercourses.
I _ 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 fiil:
- 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 voiume"will be submitted at time of permitting which is prepared by a professionai 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 certiTy that fill will be used only to fill the area within the stem wall.
- If fiil material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fiil is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT �
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO OTICE OF COMM CEMENT.
FLORIDAJURAT(F.S.11 . ��
OWNER OR AGENT n ! J���j.J CONTRACTO r
S s and sw r a ed) fore S b d nd s to(or affi[�e )b for e tis f�
�����by �/� � /-0�by ' �I�SI i -
Who's/ar on ly known e or ha ave produced Wh/o) is/a2_per�ona y�own to m�haslhav roduced
� / as identificafion. .Q/l/�� ("�li / as iden6ficadon.
I
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I /�, tary Public otary Public
i Commission No.4�7 Commission No. Vl.� DY��
; �FB�A �L�J�n/� �G/�''F-�� �F�3R.A �iCA/rSl� �U�F--�L-
, Name.�f��i_'--•"•^ �+--aotrdorstamped Name
�. -l���,iil ..��I.CUJO�...�:Y:X$ .
i ��I,�;�EBRAEi.�I�,� � •��:�'••. DEBRAELAINE RUFFELL
! .' ';x���:Commtssfoii; ;���_ �;:Commission#GG 045343
; ' '-'�P�E�cpires No��• . ;�,�,�o;Expires November 7,2020
. ,?,-:;:'O'r ,BO!�CdThNTK' '•�O�RFI�P�� BondedThN
I , , , •:�� ,,,,,,,,• Troy Fain Insu2nce 600-385�7019
I .,I:..� . r.�.� •�NRW�AN
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Permit No. Parcel ID No
" NO�CE OF CO�M�NCE�ENT !iIIIII IIII I II II!II III IlIII IIIII IIIII IIIII IIIII IIIII IIII IIII
s���
FLORIDA co���� �a J�� 2016194762
I THE UNDERSIGNED hereby gives notica thffi Improvement wiU be made to cercain real property,and in eocwEanee wfih Chepter 713,Florida Statutes,
the fallowing IMormalion is pinvideA in Mis Notice of CommeneemenL• /J � D���
1. I Des«iption of Property: Parcel IdenGfication No. //" �l n "r��"�D�� '���� '�� N N f�1
� SueetAddress: S�J��� 9 r� � z�r-'�►��iC f�lt1�s F�• �.���1_.� m..�
[' cc m..
2; General Oascription of Improvement � '�L-� �'� r�-� ��`�� �' ~
I mmN
►+ f+
. Of �
9, Owner Intormatlon ar Lessee informatlon ii ihe Lessee contracled tar the improvement m �
f�•s�.�,� 1`?�,�1 s '
I Name �[�� 3~
L/�-o9 9�' �i, �� .,��-,r�,����. � -,�
��y State �� �
Address 0�„
� InleresllnProperty: r'7i�ft/F i2� ���
Nama of Fee Simple TiUeholder. � ��
(II CiHerenl from Owner tisted above) n m
.,. B
��ry State '
I a.l ConV�a tc or 7LC ROOFING LLC �
� � Name p p gOX 1745 DADE CITY FL.
' Address g13-713-1313 �ry S��
Contractars Teiephone No..
5,� Surety'_ __,
Name _
I ►.. �
Address City State N�
O D
Amounl of Bond: 8 Telephone No.: ��
�N
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6I Lentler. �� -
Name
�/�o-+m
Address Ciry Slete '�il��
,�r+v
Lende�'s Telephone No.. N s
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71 Persons wilhin lhe State ot Florida designaled by the rnmer upan whom notices or other documenls may be served as provided by ��
� Section 713.13(1)(a)(7),Florida Smtutes: '� �
3 c�>
I o
Name �r�
m
�
� Address City Stale �/_�� �
I Telephone Number of Deslgnaled Person: v1,'�°c
B. In addition to hlmself,the o�mer deslgnates °T- ,�~� I
to recsive e copy of the Lienors Nolice as provided in Section 713.13(1){b),Florlda Slatutes, �
I , . 1� o
7elephone Number ot Person or EnOty Designated by Owner. �
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9. Expva6on date of Nolfce of Commen�ment(the e�ira[lon tlate may nol be before the compleUon of construction antl final payment to lhe ` �
contractor,hut will 6e one year trom itte date of rerArding unless a Offerent dale is spectfiedj:
WqRNING TO OWNER: ANY PAYMEN7S MA�E BY THE OWNER AF7ER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDEREO IMPRaPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIOA S7ATIJTES, AND CAN
RESULT IN YOUR PAYING 7WICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
REC�RDED AND POSTED ON THE JOB SITE eEFORE THE RRST INSPECTION. IF YOU INTEND TO 08TAIN FINANCING,CONSULT
� WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CaMMENCEMENT.
I I Under penafry o►perJury.1 dedare that 1 ha�e read lhe loregaing n tice mmmencement antl that Ine fects stated Iherein are We to the best
of my knowledge and belief. �
� �
I STATE OF FlORIOA
COUN7Y OF�
' ignat of er or Lessea,or Owners ar Lessee's Autl�orized
cer! ireclodi'artner/Meneger �
��,�/��,
Signatorys TitlalOffrca
The foregoing inswment was ecknowledged before me lhis�,day of�EJL°.. ,20��by �JG JV'/f�9} /-�� �
� ����jp� eS ( pe ot authoriry,e.g.,offlcer,truslee,attomey in fact)for
� (name f p rty on behgif of whom tnstru t was executed).
I � ' �'�"
IPersonally Knotiyn❑Q$Produced IdentiQwlion� Natary Signffiure
Type o�Identific�ion Producec���LQ �G!o I�!D J�7ZLOName�Print� DAVI D W. LYCANS C
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„ � •� f,�. "`�;; DA1/i0 W I.YCANS
,+o��"-""��,� DAVlD W LYCANS :
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� ; MYCOMMf5SION�FF�7�et� °i. �'1 MYCorAMISSipN N��Hfri!ltg
i �`•' t. ....._...�
���°�: - .?a,r. E7(PIAES Novembcr 18,20�8
,�•�a�d� EXPIRES Novetflber 18,2018 ���►�� FbtidaNui;�rySt:rvi�e.: •
I wpdalaA�cslnoticecommen lq Fbtidallota SeMce.crom _
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�`� ' ���° STATE OF FLORIDA COUNTY OF PASGO
��' m m • � THIS IS TO�CERTIFY THAT THE FOREGOING IS A
�. _ • TRUE AND CORRECT COPY OF THE DOCUMENT
c� �• � ,;�¢�r�` � � ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
� I,.G°� = �'�, . � W N SS MY FiAND ND OFFICIAL SEA��t
f� �' ���DAY OF RK&C MPTROLLER
�� ��$gq �� PAULA S.O NEIL,
� • ., � ° � BY � DEPUTY CLERK
3PA'�E��
Flori I a Building Code Online Page 1 of 3
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BCIS Home (LoQ In fUser Re�istration �—. R f & { Publications � — � Site � Links i Search�
Florida Topics Surcharge Facts Staff Man
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�;;�Product Approval
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Product Approval Menu>Applicatioq Detail
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' FL# FL984-R11
, Applica6on Type Revision �
Code Version 2014 d C������� e�`�
� Applicarion Status Approve ���� �'�'�j��� ��
X�M�f��� �S
Comments --.{.���
i Archived ❑
Product Manufacturer Firestone Building Products Company,LLC.
Address/Phone/Email 250 West 96th Street
Indianapolis,IN 46260
(317)816-3806 Ext 53806
McQuillenTim@firestonebp.com
Authorized Signature Tim McQuillen
McQuillenTim@firestonebp.com
Technical Representative Tim McQuillen A��WaRK SHALL COMPLY WITH
Address/Phone/Email 250 W.96th Street �REVAILING CODES
Indianapolis,IN 46240 FLORIDA BUILDING CODE,
(800)443-4272 EJct 53806 NATIONAL ELECTRIC CODE,AND
� mcquilientim@firestonebp.co�TY OF ZEPHYRHILLS ORDINANCES
Quality Assurance Representative Tim McQuillen
Address/Phone/Email 310 East 96th Street
Indianapolis,IN 44240
(317)816-3806
mcquillentim@firestonebp.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
� Evaluation Report-Hardcopy Rcceived
Florida Engineer or Architect Name who Robert Nieminen
developed the Evaluation Report
Florida License PE-59166
' Quality Assurance Enrity LTI.LLC
� Quality Asswance Contract Expirarion Date Ol/30/2018
�
�
mhlml:file://C:\Users\dlyca\Documents�F1984.1 bitumen.mht 12/8/2016
Florida Building Code Online Page 2 of 3
� Validated By John W.Knezevich,PE
� 0 Validation Checklist-Hardcopy Received
�
� Certificate of Independence FL984 Rl l COI 2015 01 COI Nieminen.vdf
I
IReferenced Standard and Year(of Standard) Standard Year
ASTM D6163 2000
AST'M D6164 2005
ASTM D6222 2008
ASTM D6223 2002
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
I Date Submitted 04/09/2015
Date Validated 04/11/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Description
Name
984.1 Firestone SBS and APP APP and SBS Modified Bitumen Roof Systems
Modified Bitumen Roof
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL984 Rl l II 2015 04 FINAL A1 ER FIRESTONE MB FL984-
Approved for use outside Rl l.pdf
HVHZ:Yes Verified By:Robert Nieminen PE-59166
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-547.5 Evaluation Reports
Other:The design pressure noted in FL984 RI 1 AG 2015 04 FINAL ER FIRESTONE MB FL984-
this application pertains to particular Rl l.pdf
systems in the Evaluation Report.Refer Created by Independent Third Party:Yes
to the ER Appendix for specific
systems and specific design pressures.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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I The State of Florida is an AA/EEO employer.Convright 2007-2013 State of Florida.::Privacv Statement::
Accessibility Statement::Refund Statement
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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 enrity.Instead,contact the office by phone or by
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Florida Building Code Online Page 3 of 3
� traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Secrion 455.275(1),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 emails 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 a�ailable to the public.To determine if you are a licensee
under Chapter 455,F.S.,please click here.
� Product Approval Accepts:
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Safe
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APPENDIX 1:ATTACHMENT REQUIREMEN75 FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Descriptian Page
1A Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
18 Wood New,Reroof(Tear-Offl or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Of�or Recover C Mech.Attached Insulation,Bonded Roof Cover 5-6
1D Wood New,Reroof(Tear-Of�or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7
lE-1 Wood New or Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7-8
lE-2 Wood New,Reroof(Tear-Of�or Recover E Non-Insulated,Mech.Attached Base Sheet,8onded Roof Cover 8
2A-1 Steel or Conc, New,Reroof(Tear-Offl or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9-14
2A-2 Steel or Conc. New,Reroof(Tear-Offl or Recover B-2 Mech.Attached Thermal Barrier,Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 15-16
2B Steel or Conc. New,Reroof(Tear-Offl or Recover C Mech.Attached Insulation,Bonded Roof Cover 17-28
2C Steel or Conc. New,Reroof(Tear-Offl or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 29-30
3A Concrete New or Reroof(Tear-Of� A-1 Bonded Insulation,8onded Roof Cover 31-36
30 Concrete New or Reroof(Tear-Offl A3 Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 37-41
3C Concrete New or Reroof(Tear-Off) F Non-insulated,Bonded Roof Cover 41
4A LWIC New or Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 42-50
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 51
4C-1 LWIC New or Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 52-54
4C-2 LWIC New or Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55
SA CWF New or Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 56
SB CWF New,Reroof(Tear-Of�or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulatlon,Bonded Roof Cover 56
SC CWF New,Reroof(Tear-Of�or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 56
SD CWF New,Reroof(Tear-Offl or Recover C Mech.Attached Insulation,Bonded Roof Cover 57
SE CWF New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 57
SF CWF New,Reroof(Tear-Offl or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 57
6A Gypsum Reroof(Tear-Offl A-1 Bonded Insulation,Bonded Roof Cover 58-59
6B Gypsum Reroof(Tear-Offl A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60
6C Gypsum Reroof(Tear-Offl B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 60
6D Gypsum Reroof(Tear-Offl C Mech.Attached Insulation,Bonded Roof Cover 61
6E Gypsum Reroof(Tear-Offl D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61
6F Gypsum Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 62-67
' Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report F8970.01.08-2-R31 for FL984-R11
Certificate of Authorization#9503 Revision 11:04/08/2015
Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 1 of 67
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The followins notes applv to the svstems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structurel 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,insulation/base sheet fasteners shall be the following with the noted minimum fastener engagement for each deck type. For deck-types not listed,refer to the specific system listings herein:
➢ Wood: Firestone Insulation Fastening Plates with Firestone All-Purpose Fasteners;Firestone Pre-Assembled Fastener and Plate(consisting of 0.196-inch thread diameter fastener with 3-inch diameter metal plate).
Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
Y Steel: Firestone Insulation Fastening Piates with Firestone All-Purpose Fasteners or Firestone Heavy-Duty Fasteners;Firestone Pre-Assembled Fastener and Plate(consisting of 0.196-inch thread diameter fastener
with 3-inch diameter metal plate);Firestone Pre-Assembled Heavy-Duty Fastener and Plate(consisting of 0.275-inch thread diameter fastener with 3-inch diameter metal plate);AP AccuTrec;HD AccuTrec.
Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
➢ Concrete: Firestone Insulation Fastening Plates with Firestone Heavy-Duty Fasteners or Firestone Concrete Drive Fasteners; Firestone Pre-Assembled Heavy-Duty fastener and Plate(consisting of 0.275-inch thread
diameter fastener with 3-inch diameter metal plate);HD AccuTrac. Minimum 1-inch embedment into pilot hole in accordance with published instaliation instructions.
3. Unless otherwise noted,the insulation may be any polyisocyanurate,polystyrene,fiberboard,perlite and/or gypsum-based insulation board that meets the QA requfrements of F.A.C.Rule 61G20-3 and is documented
as meeting FBC 1505,1 and,for foam plastic,FBC Chapter 26,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 base sheet,bonded roof cover),whereby the base
sheet 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. Roof decks and
structurel 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 cod(fied and/or FBC Approval documentation.
5. 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:
Y Hot asphalt: Full coverege,20-401bs/square.
➢ Firestone MB Cold Adhesive: Full coverege,1.5 to 2 gal./square.
Y Firestone I.5.0.FIX II: Continuous 0.75-inch beads,8-inch o.c.
➢ Firestone I.S.O.Twin Pack: Continuous 0.5 to 0.75-inch beads,12-inch o.c.
➢ Firestone I.5.0.Stick: Continuous 0.75 to 1-fnch wide ribbons,12-inch o.c.
➢ Firestone I.5.0.Spray 5: Continuous 0.75 to 1-fnch wide ribbons,12-inch o.c.
Y Firestone LiquiGard: Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
Y Note; When multiple layers(s)of insulatlon and/or coverboard are installed in ribbon-opplied adhesive,adhesive r766ons shall be staggered f�om layer-fo-layer a distance of one-half the ribbon spacing.
Y Note; The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not/ess than one-half the specified ribbons spacing
6. 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
Desfgn 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.
Y Hot asphalt: MDP -120.0 psf (Min.0.5-inch thick)
Y Firestone I.S.O.FIX II: MDP -112.5 psf (Min.0.5-inch thick)
➢ Firestone I.S.O.Twin Pack: MDP -157.5 psf (Min.0.5-inch thick)
Y Firestone I.S.O.Stick: MDP -187.5 psf (Min.0.5-inch thick)
➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. 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 and FM LPDS 1-29.
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.
9. For assemblies where all components are fully adhered,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.
l0. 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 AN51/SPRI FX-1.
EMerior Research and Design,LLC,d/b/a Trinity�ERD Evaluation Report F8970.01.08-2-Ril for FL984-R11
Certificate of Authorization q9503 Revision 11.04/OS/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 67
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il. For existing substrates in a bonded recover installation,the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system 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 ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TA5124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for speciflc deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
� FIRESTONE ROOF COVERS �
Reference Layer Material Appiiwtlon
gp_qq Base MB Base M,Ply IV(M),Ply VI(M),Ply IV,Ply VI
Hot asphalt at 20-401bs/square
(Base and Ply sheets,Asphalt-Applied) Ply Ply IV(M),Ply VI(M),Ply IV,Ply VI
gp_�p Base MB Base M Firestone Multi-Purpose MB Cold
(Base and Ply sheets,Cold-Applied) Ply Ply VI(M),Ply VI Adhesive at 1.5-2.0 gal/square
BP-CA2 Base MB Base M Firestone LiquiGard Membrane
(Base and Ply sheets,Cold-Applied) Ply Ply VI(M),Ply VI Adhesive at 1.5-2.0 gal/square
Base SBS Base,SBS Base-P SBS PolyBase,SBS Premfum Base,SBS Smooth
SBS-AA Ply SBS Base,SBS Base-P SBS PolyBase,SBS Premium Base,SBS Smooth Hot asphalt at 20-401bs/square
(SBS,Asphalt-Applied) SBS Cap,5B5 Cap UltraWhite,SBS FR Cap,585 Smooth,SBS Premium,SBS Premium UltreWhite,SBS Premium FR,SBS Premium FR
Cap UltraWhite,SBS Glass,SBS Glass UltreWhite,SBS Glass FR,SBS Glass FR UltraWhite
Base SBS Base,SBS Base-P,SBS PolyBase,585 Premium Base
SBS-CA Ply SBS Base,SBS Base-P,S85 PolyBase,SBS Premium Base Firestone Multi-Purpose MB Cold
(SBS,Cold-Applied) �aP SBS Cap,SBS Cap UltreWhite,SBS FR Cap,SBS Smooth,SBS Premium,SBS Premlum UltreWhite,SBS Premfum FR,SBS Premfum FR Adhesive at 1.5-2 gal/square
UltraWhite,SBS Glass,SBS Glass UltraWhite,SBS Glass FR,SBS Glass FR UltraWhfte
Base SBS Base,SBS Base-P,SBS PotyBase,SBS Premium Base
SBS-CA2 Ply SBS Base,SBS Base-P,SBS PolyBase,SBS Premlum Base Firestone LiquiGard Membrane
(SBS,Cold-Applied) �a SBS Cap,SBS Cap UltreWhi[e,SBS FR Cap,SBS Smooth,5H5 Premium,SBS Premium UltraWhite,SBS Premium FR,SBS Premium FR Adhesive at 1.5-2.0 gal/square
P UltraWhite,S85 Gtass,SBS Glass UltraWhite,585 Glass FR,SBS Glass FR UltraWhite
Base SBS Poly Torch Base,SBS Glass Torch Base,SBS Smooth
SBS-TA Ply SBS PolyTorch Base,SBS Glass Torch Base,SBS Smooth Torch-Applied
(SBS,Torch-Applied) �a SBS Glass FRTorch,SBS Glass FRTorch UltraWhite,SBS Torch,SBS Torch UltraWhfte,SBS FRTorch,SBS FRTorch UltreWhfte,SBS
P Smooth,565 Premium Torch,SBS Premium Torch UltraWhite,585 Premium FR Torch,SBS Premium FR Torch UltraWhite
SBS-SA Base BASEGARD SA(see specific Iistings)
(SBS,self-adhering) Self-Adhering
Base APP SO Glass Base,APP 80 Glass Base-P,APP 160-P,APP 160 COOL,APP 170 COOL,APP Premium Base
qpp-�,q Firestone Mu1ti-Purpose MB Cold
(APP,Cold-Applied) Cap APP 160-P,APP 160 COOL,APP 170 COOL,APP 180-P,APP 180 COOL,APP 180 FR COOL,APP 180 FR COOL UltreWhite,APP Premlum Adhesive at 1.5-2 gal/square
FR,APP Premium FR UltraWhite
Base APP 80 Glass Base,APP BO Glass Base-P,APP 160,APP 160-P,APP 170,APP Premfum Base
APP-TA Ply APP 160,APP 160-P,APP 170,APP Premium Base
Torch-Applied
(APP,Torch-Applied) �aP APP 160,APP 160-P,APP 170,APP 380,APP 180-P,APP 180 UltraWhite,APP 180 FR,APP 180 FR UltraWhite,APP Premium FR,APP
Premium FR UltraWhite
Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report F8970.01.08-2-R31 for FL984-R11
Certificate of Authorization t19503 Revision 11:04/OS/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 67
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Alternate Cao Sheet Instatlation Allowances:
The following cap sheets may be i�stalled over sand-top-surfaced SBS-AA or SBS-TA base or ply membranes within asphalt-applied and torch-applied systems noted herein with the noted Maximum Design Pressure
(MDP)limitations. In no case shall the substitution and the associated limitation be used to'increase'the MDP listing in the table;rather if the particular system is less than or equal to the noted cold-cap limitation,
then the substitution fs permitted,
Deck Type System Type listed Cap Sheet Alternate Cold-Cap MDP(ps�
Wood,Steel,Concrete,LWC,CWF, A-2,B-1,B-2,C,D or E SBS-AA or SBS-TA SBS-CA. SBS Cap,SBS Cap UltreWhite,SBS FR Cap,SBS Smooth,SBS Premfum,SBS Premium UltreWhite,SBS _127.5
Gypsum or Recover Premium FR or SBS Premium FR UltraWhite
Concrete,LWC(over concrete), SBS-CA:S95 Cap,SBS Cap UltraWhite,SBS FR Cap,SBS Smooth,SBS Premium,SBS Premium UltraWhite,SBS
Gypsum or Recover(over concrete) A'1,A-3 or F SBS-AA or SBS-TA Premium fR,S85 Premium FR UltraWhite,SBS Glass,SBS Glass UltraWhite,SBS Glass FR or SBS Glass fR -180.0
UltraWhite
Concrete,LWC(over concrete), A-1,A3 or F SBS-AA,SBS-TA or A�P- qPP-CA:APP 160 COOL,APP 170 COOL,APP 180 COOL,APP 180 FR COOL or APP 180 FR COOL UltreWhite -225.0
Gypsum or Recover(overconcrete) TA
15. "Asphaltic"vapor barrier/temp roof referenced herein refers to 1 or 2 plies Ply IV(4)M or Ply VI(6)M or 1 ply MB Base,SBS Base,SBS Polybase or SBS Premium Base applied in a full mopping of hot asphalt.
16. "MDP"=Maximum Design Pressure is the resuit of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9
has already been applied).Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report F8970.01.08-2-R11 for FL984-R31
Certifitate of Authorization#9503 Revision 11:04/OS/2015
Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 4 of 67
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TABLE lA:WOOD DECKS—NEW CONSTRUCTION oe REROOF(Tene-OFF)
SYSTEM TYPE A-2:MECHANICALLYATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Insulation Roof Cover MDP
No. (See Nate 1) Type Fasteners Attach Base Top Attach Base Ply Cap �Psfl
9-inch o.c.in the 4-inch side
MB Base,MB FBC HVHZ One or more layers (Optional)One or
Min.19/32-inch plywood at lap and 18-inch o.c.in two Min.0.5-inch Hot BP-AA or S85-AA,SBS- �,
W-1 Base M,SBS Base, 1519.5.1 nails min.1.4-inch ISO 95+ more BP-AA,SBS-AA, -45.0
max.24-inch spans SBS Base-P &tin caps staggered rows in the center �� FiberTop asphalt SBS-AA SBS-TA or APP-TA TA or APP-TA
ofthesheet
9-inch o.c.in the 4-inch side
MB Base,MB FBC HVHZ One or more layers (Optional)One or
Min.19/32-inch plywood at lap and 18-inch o.c.in two Min.0.5-inch Hot BP-AA or SBS-AA,SBS-
W-2 Base M,SBS Base, 1519.5.1 nails min.1.4-inch ISO 95+ more BP-AA,SBS-AA, -52.5
max.24-inch spans SBS Base-P &tin caps staggered rows in the center �� FiberTop asphalt SBS-AA SBS-TA or APP-TA TA or APP-TA
ofthesheet
TABLE 1B:WOOD DECKS—NEW CONSTRUCTION,REROOF(Tena-OFF)oR RECOVER
SYSTEM TYPE B: MECHANICALLYATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
Base Insulation Layer Top Insulation Layer Roof Cover MDP
System No. Detk(See Note 1)
Type Fasteners Attach Type Attach Base Ply Cap (ps�
Min.0.5-inch FiberTop or min. (Optional)One or
W 3 Mfn.19/32-inch plywood at max.24-inch Min.1.3-inch ISO See Note 2 1 per 2.4 ft� 1.5-Inch ISO 95+GL Woodfiber Hot BP-AA or more BP-AA,SBS-AA, SBS-AA,SBS- _45.0"
spans 95+GL Composite asphalt SBS-AA SBS-TA or APP-TA TA or APP-TA
Min.0.5-inch FiberTop or min. (Optional)One or
W 4 Min.19/32-inch plywood at max.24-inch Min.1.5-inch ISO See Note 2 1 per 2 ft' 1.5-inch ISO 95+GL Woodfiber Hot BP-AA or more BP-AA,SBS-AA, SBS-AA,SBS- -52.5
spans 95+GL asphalt SBS•AA TAorAPP-TA
Composite SBS-TA or APP-TA
TABLE 1C:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEnR-OFF)oR RECOVER
SYSTEM TYPE C: MECHANICALLYATTACHED INSULATION,BONDED ROOF COVER
Top Insulation Layer Roof Cover MDP
System No. Deck(See Note 1) Base Insulation Layer
Type Fasteners Attach Base Ply Cap (Psfl
COID-APPLIED BASE PLY�FIRESTONE M ULTI-PURPOSE MB COLD ADHFSNE:
Min.15/32-inch plywood at max.24-inch (Optional)One or more 1 per 2.67 ft' (Optional)BP-CA, SBS-CA,SBS-
W-5 P layers,any combination, Min.1-(nch RESISTA See Note 2 (12 parts per 4x8 ft) SBS-CA SBS-CA,BP-CA2,SBS- CA2,SBS-AA, -40.0'
s ans. loose lafd CA2,SBS-AA,SBS-TA SBS-TA
Min.15/32-inch plywood at max.24-inch �Optlonal)One or more 1 per 2.13 ft= (Optional)BP•CA, SBS-CA,SBS- *
W-6 layers,any combination, Min.0.5-inch ISOGARD HD See Note 2 SBS-CA SBS-CA,BP-CA2,SBS- CA2,SBS-AA, -50.0
spans. loose laid (15 parts per 4x8 ft) CA2,SBS-AA,SBS-TA SBS-TA
ASPHALT�TORCH APPLIED BASE:
Min.0.25-inch Dens Deck BP-AA,SBS- (Optfonal)BP-AA,
W� Min.19/32-Inch plywood at max.24-inch One or more layers,any prime or SECUROCK Gypsum- See Note 2 1 per 2 ft' AA,SBS-TA or SBS-AA,SBS-TA or SBS-AA,SBS- _30.0'
spans combination,loose laid Fiber Roof Board APP-TA qpp_7p TA or APP-TA
Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report F8970.D1.08-2-R11 for FL984-R11
Certificate of Authorization#9503 Revision 11:04/OS/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 67
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TABLE 1C:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEqtt-OFF)oR RECOVER
SYSTEM TYPE C: MECHANICALLYATTACHED INSULATION,BONDED ROOF COVER
Top Insulation Layer Roof Cover MDP
System No. Deck(See Note 1) Base Insulation Layer
Type Fasteners Attach Base Ply Cap (P�
Min.19/32-inch plywood at max.24-inch One or more layers,any z BP-AA or SBS- �Optional)One or SBS-AA,SBS- �
W 8 spans combination,loose laid Min.0.5-inch FiberTop See Note 2 1 per 2 ft � more BP-AA,SBS-AA, TA or APP-TA '45.0
SBS-TA or APP-TA
Min.0.5-inch Dens-Deck,
W 9 Min.23/32-inch plywood at max.24-inch One or more layers,any Dens-Deck Prime or Dens- See Note 2 1 er 3.5 ft' SBS-AA
spans combination,loose laid P (Optional)SBS-AA SBS-AA -45.0'
Deck Duraguard
$ELF-ADHERING BASE: �
(Optional)One or more ' z
Min.15/32-inch plywood at max.24-inch 1 per 2.67 ft (Optional)BP-AA, SBS-AA,SBS-
W-10 s ans. layers,any combination, Min.i-inch RESISTA See Note 2 BASEGARD SA SBS-AA,SBS-TA TA -40.0"
P loose laid (12 partr per 4x8 ft)
(Optional)One or more z
Min.15/32-inch plywood at max.24-inch 1 per 2.13 ft (Optional)BP-AA, SBS-AA,SBS-
W-11 layers,any combination, Min.0.5-inch ISOGARD HD See Note 2 SBS-SA -50.0'
spans. loose laid (15 parts per 4x8 ft) SBS-AA,SBS-TA TA
1 per 1.78 ft2
I L°-!
a-
O O O �-
ie
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O O O 1—
(Optional)One or more g j (Optional)BP-AA, SBS-AA,SBS-
Min.19/32-inch plywood at max.24-inch Min.1.5-inch RESISTA,lon
W-12 layers,any combination, See Note 2 O O O f BASEGARD SA -75.0
spans,blocked max.78-inch o.c. joints staggered 4 ft. �. ��_.^_ L SBS-AA,SBS-TA TA
loose laid
O o 0
_ o 0 0
0 0 0
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Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report F8970.01.08-2-R11 for FL984-R31 I
I Certificate of Authorization#9503 Revislon 11.04/08/2015 II
Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 6 of 67
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