HomeMy WebLinkAbout19-21176 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1176
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21176 - Address: 5855 16TH ST
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: CHURCH Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-05000-0010
Improv. Cost: 27,625.00 OWNER INFORMATION
Date Issued: 5/02/2019 Name: ST. ELIZABETHS EPISCOPAL CHURCH
Total Fees: 270.00 Address: 5855 16TH ST
Amount Paid: 270.00 ZEPHYRHILLS, FL. 33542
Date Paid: 5/02/2019 Phone: (813)393-7548
Work Desc: REROOF SHINGLE MODIFIED
CONTRACTORS APPLICATION FEES
RYMAN ROOFING INC REROOF COMMERCIAL 270.00
IW
DRY IN ROOF IN P
Ins ectio s Required
,
TAPE JOINT! IN,SPR
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
6(� &__
OONTRACTCVR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Building Department
Date Received _ I - `1 Phone Contact for Permitting
S�, Eli zQbC�(�1 1 S� ( �,N lU(CJ)To� Owner Phone Number
Owners Name
Owner's Address SU55 SrL
(K((S Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address ((_� C I I, I
JOB ADDRESS Sg SS 1 1U S+' f l �U 1�,�S LOT'i
SUBDIVISION lumen O� k f h���5 PARCEL ID# ��-��-a( -U�J�- v S o�U � oo�U
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED'- R
NEW CONSTR e ADD/ALT 0 SIGN Q MOVE [� DEMOLISH
INSTALL REPAIR J
PROPOSED USE 0 SFR 0 COMM QOTHER
TYPE OF CONSTRUCTION Q BLOCK 0 FRAME 0 STEEL Q OTHER
DESCRIPTION OF WORK 14tv U P Ot 5S tXTIn .on Flo Adc Lk) Moc ���c�
BUILDING SIZE, SQ FOOTAGE HEIGHT
0 BUILDING $ dU -Ob VALUATION OF TOTAL CONSTRUCTION -Po
a PecYruts '1 I�xxjh ready (f10ve o�
0 ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY W.R.E.C.
Q PLUMBING
MECHANICAL VALUATION OF MECHANICAL INSTALLATION C
0 GAS 0 ROOFING 0 SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES =NO
BUILDER__ ... COMPANY_
SIGNATURE ( REGISTERED Y/ N FEE CURRENT Yi /N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT
Address License#
OTHER _ �13L ltl �XX - `-1 ` 'COMPANY �1 to �(�C
SIGNATURE V" ll dd REGISTERED I ICY) N I FEE CUkAENT I /N
p l� a
Address SIC- 5'l ` ' 335 / License# LC CCO�55,65 • .
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(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/Slit Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance•
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
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 contra ctpr).o[.Power_of Attorney(for.the owner)would be someone with notarized letter from owner authorizing same
'OVER THE COUNTER PERMITTING" '(Frain of Application Only) Y
Reroofs 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 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. 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"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, 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.violatei 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, thq Job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A'NOTICE OF-COMMENCEMENT MAY-RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR_PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 1.7.03)
OWNER`0R:_AGEN,T�- Peth
l! CONTRACTORSu scrili d-and sw n to(or rped)beror Subs rib and sworr1•tt�(or irm de b f �m this
Icy by cla AOL t,u(x Iln by Y`W�G k !'r � O�
Wh .is/ re personally k own to me r has/have produced Who is/are personally kn to r or as/have produced
identification. as identification.
/ NotaryPublic """' , otary Public
YP"a, ANNA MARIE LYNC TERRY Commission No. ,?' .`�; Notary Public- . ate of Florida
Co _ • � vtit _ e o orida ':9 f `P My Comm.Expires Apr 4,2020
E'• .•s Commission'#FF 958064 a Iona otar ssn.
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P19farAped,2020 Name of Notary type :hinted �dg
Na e .,,,, V60 through National Notary Assn.
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��~" Roofing,
Inc.�������� ����{�UKK���x � 5%fee for credit card processing.
Construction,Inc.
3O413@Fl54' ' hvrhiUo. Florida 33541 Proposal#
" Phone(O13)782'GOQ4' Fax 13)788-6773 N0' --------_ OO74O�OO
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1-855'Go-Ryman (1-855-487-9626) ' Liu.#CCC1325505 E»o/m�e#
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Owner/PurchaserElizabeth Episcopal Church ate: 1/25/19
C|aim#: Insurance Company:
Po|icy#
Job Address: 5855 16th St City: ZePhy[hil!S Zip: 33542
Mail toAddress: E-MailAddeuu:
Home #: 813-393-7548 Cell #: Buoinaou #:
F,7l Complete tear off ofexisting Asphalt shingles Additional Notes/Special Concerns: Includes
One laver included Install new GAF Timberline hd dimensional,limited
�� Secure uu lifetime shingles
to Florida Building Codes
FV] Roo dried |� thEti Main church and included
-- Rhino roof synthetic d [l eOt
P1 Install new valley metal with galvanized metal
[� |no�|| G ^dh edge color:naw drip gauomc White Rhino roof synthetic underlayment
Install new lead boots
F,4 Install all new generalroof vents
�� Install new Shingle | |
F-lModihodBu Four sheets Ofplywoodincluded
�_� -�_�
k1 Manufacturer (smmgle, metal mCie) CIA F
Manufacturer (Tru ",Mod. mmm"*
�
/ Color: ai��*oou
�� Permit and ''SCh8�U|i finspections
Color:(TPOurMOD.Bitumen)
F,/] All roof related debris removed from job site, pick-up loose
nails using commercial grade magnet
�� ��� ���
�� AUm�eha|o. labor and permits fumiohad . Base phno°$ ^�^ /��u�`�'v�^�
�� Provide 5 year labor warranty
AdditioRl Items:
AN
Payment Method: �-�Cheuk# ��Caoh �--|Finen�ng F--l|noumnmeClaim
� L-J ---------- �-� L-_| L--]
0 Credit Card# Exp. Date CC|D#
Down Payment$ —Amount Financed:$ Approx. Monthly Payment:$
3596 down and balance upon completion
*Base Price does NOT include any unforeseen costs as described below unless indicated in"Additional Items"abo e.
Deficient 1/2"plywood replaced at a cost of$ 65.00 per sheet in the roof field,which includes labor&material .All other wood w4ork/ �
Ti Fional labor, such as, but not limited to,valley rebuilding, rafter replacement, Ix decking,etc.will be a rate of s 5.00 per lineal foot plus the
cost of materials'.
THIS BECOMESA | |NP-qNTRACT UPO CEPTANCE OF PROPOSAL.PURCHASER ACKNOWLEDGES RECEIPT OF A COPY OF THIS CONTRACT.
INSTR#2019050125OR E31< 9878 PG3700 Page I of I
03/26/2019 03:47 PM Rept:2040093 Rea 10-00 DS:0.00 IT:0.00
PauCa S. OWK PkD, Pasco County Clerk&COMptrol(er
NOTICIE.OF(30MMENCEMEMNT
County 01
b:5 -0010
SireelAddrees:5855. 1614 ,6+. 7"11(hill's fl- 335
2. General Desurpilan a improvement
3. O"er Informallan or Lessee[nfj asan lfthe Lessee
FMZ"d h -rdn --T:n'L
Po'.1 C%o
-Coo A,I
Address City,- t State
interest In ,,p,,,:
Name of Fee Simple Titleholder:
Adduato IM clity State
NM
Address 0a (poli at.y State
Name
Address My we
AmountofEond:S Telephone No.,
6. Leader:
Name
Address city SMIS
Leridef a Telephone No.-
7. Person$VAIWa the Stela of FlWdm deslgnaded by The owner upon jidjorn nolBGas or other documents my to served as pfcWldQd by
SeclM 7IMS(l)(a)(7),Hadds Statoles'. ri
-Name
Address city.
Telephone Number of De4lqnat ad Person:
ft�� .
to tech.a copy u-jthe Lten.fa Nproe as provided In Section Florida Statutes.
Te!apho�pe Nwitier of Person or Eality Desligriviled by Dwrisr.
R. Ewpmllan date of Notice of Commencement Cft eN;Frollon date racy sot he b0or-0 the comple[ion c cand lion and jn�paymeat to the
cciif�rad;cr,but VA be one your rronj the date of reanyding unless adrikEnt date To speldfiadl:
`
WARNINQ TO OWNEP: ANY PAYMENTS-MADE 13Y THE OWNER I ER THE I PIRAXION OF THE NC4fQE OF'COMMMENCEMEDIT
E)k ARE CONSIDERED IMPROV PAYlhFl,1`V,9--UNMR CHAPTER703.PART11 aEGj1OM71Sj3 FLOFDA,STATUTES, AND CAN
RESULT IN YOUR PAYING-11BIcE FoR IkiPROVENiENTS TO YOUR P.tOP MY. A.NOTICE OF 100MENCEMEAT PAUST S-E
RECORDED AND 1EY16IT8 BEFORE THE FIRST IN EGT1 IS YOU INTSND TO OBTAIN FINAMOIRG CONSULT
a BEFORE 'VO 'Of! RDUNIG YOUR Nai I(XCF COMMENGEM5W.
�AITI,VOUP 0 ORE 00 GIN G WO
,LEN&R10
Under penalty of perjuiy,I declare that I have readifis foregoing notice of commanowent arid that'he facto stsed therein are true to the l3w.t
D.-My NnQVJ[edgB and beffat
STATE OF FLORIDA
COUNTY Of PAS CO L
Sig re I 2vm 1
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04 al 14 OVA w- {type of anihofily,e.g.,o7uLw,trustee,aharnq in fact)for
on, Sir executed).
Personally Kncrai D OR Produced Ide,11111caVon
Type of Identification Prcdoned. Name(Print)
OIN
ANGELA HAYWOOD
4 i1olic siato of Florjdo
71- Con'a)j 6S(0!l IFF 9 1 prs5r I
UPIM's Aug 24 201.9
o .n.
F�unnn
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ✓[
Date Received:
Site: �Ss �.0-937
Permit Type:
Approved w/no commentsW Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
AK 2 9 2019
Kalvm zer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search
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Product Approval
w`Y r USER:Public User
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL5680-R20
Application Type Revision
Code Version 2017 ALL WORK SHALL t~llMPLY WITH PREVAILING
Application Status Approved CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
Comments AND THE CITY OF ZEPHYRHILLS
Archived ORDINANCES
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054 iEIq I �,�L- APR. 2 � �01
(800)766-3411
mstieh@gaf.com CITY OF ZEE
r— 1"s
Authorized Signature Robert Nieminen tzXAM1NLj-?
lindar@nemoetc.com _
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 Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
..J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 11/05/2019
Validated By John W. Knezevich, PE
✓' Validation Checklist-Hardcopy Received
Certificate of Independence FL5680 R20 COI 2018 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
FM 4470 2012
FM 4474 2011
TAS 114 2011
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgt45Hla2AP31yZlwDnCBwg7%2bKf8DOte%2b%2f3THXQ02KjHMg%3d%3d 1/2
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/02/2018
Date Validated 04/09/2018
Date Pending FBC Approval 04/13/2018
Date Approved 06/12/2018
Summary of Products
FL# Model,Number or Name Description
5680.1 GAF Modified Bitumen Roof Systems SBS and APP Modified Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5680 R20 II 2018 04 FINAL Al ER GAF MB FL5680-
Approved for use outside HVHZ:Yes R20.pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-465 Created by Independent Third Party: Yes
Other: 1.)The DP noted herein pertains to one specific Evaluation Reports
system. Refer to the ER Appendix for all systems and max. FL5680 R20 AE 2018 04 FINAL ER GAF MB FL5680-
design pressures. 2.)Refer to ER Section 5 for Limits of Use. R20.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
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 available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
® eCfecl. M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgt45Hla2AP3[yZ]wDnCBwg7%2bKf8DOte%2b%2f3THXQ02KjHMg%3d%3d 2/2
OMEMO I etc.
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 Authority Having Jurisdiction.
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 or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood: Drill-Tec#12 Fastener or Drill-Tec#14 Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate(insulation
only),Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank
embedment.
➢ Steel: Drill-Tec#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac
Recessed Plate(insulation only);Drill-Tec ASAP 3S;Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate;Drill-Tec Extra Heavy Duty ASAP Roofing Fastener-Insulation.
Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
➢ Structural concrete: Drill-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate(insulation only)or
Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 1-inch embedment into pilot hole in accordance with the fastener manufacturer's published
installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral wool roof board that meets the QA
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,Chapter 26,when installed with the roof cover. VersaShield°Solo—Fire-Resistant Slip Sheet may be used as a
non-load-bearing,fire-barrier slip-sheet component within any system outlined herein.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed beneath 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 structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 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:Refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016).
6. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt: Full coverage at 25-30 Ibs/square
➢ OMG OlyBond 500(OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. using PaceCart,SpotShot or Canister dispensers. Note: OlyBond Classic or OlyBond 500
Green may be used where OlyBond 500 is referenced.
➢ GAF LRF Adhesive M(LRF-M): Continuous 1-inch wide ribbons,12-inch o.c
➢ Millennium One-Step Foamable Adhesive(M-OSFA): Continuous 1-inch wide ribbons,12-inch o.c.
➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): Continuous 2.5 to 3-inch wide ribbons,12-inch o.c.
➢ Note: When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
➢ 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.
➢ Hot asphalt: MDP -240.0 psf (Min.0.5-inch thick)
➢ OlyBond 500(OB500): MDP -292.5 psf (Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation,
EnergyGuard NH Ultra Polyiso Insulation)
➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick EnergyGuard RH or RN)
➢ OMG OlyBond 500(OB500): MDP -485.0 psf (Min.0.5-inch thick EnergyGuard RA)
➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocya n u rate insulation boards shall be maximum 4 x 4 ft.
NEMO ETC,LLC Evaluation Report 01506.11.04-1120 for FL5680-R20
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:04/02/2018
Prepared by: Robert Nieminen,PE-59166 GAF Modified Bitumen Roof Systems;(800)766-3411 Appendix 1,Page 2 of 89
ONEMOletc.
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 ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
10. For fully bonded assemblies,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 ANSI/SPRI FX-1 or Testing Application Stanard TAS 105.
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 Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D,the insulation is optional. Alternatively, min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation,
EnergyGuard NH Ultra Polyiso Insulation, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra, Structodek High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation,
EnergyGuard HD Polyiso Insulation,EnergyGuard NH HD Polyiso Insulation,EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min.0.25-inch Dens Deck,Dens Deck Prime or
SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board may be used as a separator board prior to base sheet installation. The existing roof system shall be suitable for a recover application. The
separator component shall be documented as meeting FBC 1505:1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover in Recover applications.
14. Lightweight insulating concrete(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 specific deck construction and limitations.,Unless otherwise noted,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.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
Reference Layer Material Application
BP-AA Base: GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,GAFGLAS#80 Ultima Base Sheet
(Base/Ply sheets,Asphalt-Applied) Ply: One or more plies GAFGLAS Ply 4,Tri-Ply Ply 4 Ply Sheet,GAFGLAS FlexPly 6 Hot asphalt at 25 Ibs/square.
BP-CA Matrix'"102 SBS Membrane Adhesive
(Base/Ply sheets,Cold-Applied) Base: GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet (formerly known as TOPCOAT MATRIX 102
SBS Membrane Adhesive)at 1.5 gal/sq.
B-LL Base: GAFGLAS Stratavent Perforated Venting Base Sheet Loose laid
(Base sheet,Loose-Laid)
Base or Ply: One or two plies Ruberoid 20 Smooth,Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5,Ruberoid Mop Plus Smooth
SBS-AA Ruberoid 30 Granule,Ruberoid 30 Granule FR,Ruberoid EnergyCap 30 Granule FR,Ruberoid Mop Smooth,Ruberoid Mop
(SBS,Asphalt-Applied) Cap: Smooth 1.5,Ruberoid Mop Plus Smooth,Ruberoid Mop Granule FR,Ruberoid Mop Granule,Tri-Ply SBS Granule Cap Hot asphalt at 25 Ibs/square.
Sheet,Intec Flex PRF,Ruberoid Mop Plus Granule FR,Ruberoid Mop Plus Granule,Ruberoid EnergyCap Mop Plus Granule
FR
SBS-CA Base or Ply: Ruberoid 20 Smooth Matrix"102 SBS Membrane Adhesive
(SBS,Cold-Applied,Matrix-102 SBS Ruberoid 30 Granule FR,Ruberoid EnergyCap 30 Granule FR,Ruberoid Mop Granule FR,Ruberoid Mop Plus Granule FR, (formerly known as TOPCOAT MATRIX 102
Membrane Adhesive) Cap' Ruberoid EnergyCap Mop Plus Granule FR SBS Membrane Adhesive)at 1.5 gal/sq.
Matrix'"101 Premium SBS Membrane
SBS-CA-1 Base: Ruberoid 20 Smooth or Ruberoid Mop Smooth 1.5 Adhesive(formerly known as TOPCOAT
(SBS,Cold-Applied,Matrix"101 MATRIX Majorbond Modified Bitumen
Premium SBS Membrane Adhesive) Cap: Ruberoid 30 Granule FR,Ruberoid EnergyCap 30 Granule FR,Ruberoid Mop Plus Granule FR,Ruberoid EnergyCap Mop Membrane Adhesive)at 1.5—2.0
Plus Granule FR gal/square
NEPdlO ETC,LLC Evaluation Report 01506.11.04-1120 for FL5680-1120
Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:04/02/2018
Prepared by: Robert Nieminen,PE-59166 GAF Modified Bitumen Roof Systems;(800)766-3411 Appendix 1,Page 3 of 89
ONEMOjetc.
PENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Wood New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 6
113 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-10
1C Wood New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 11-14
1D Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 14
1E Wood New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 15
1F Wood New,Reroof(Tear-Off),Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15
1G Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 16
1H Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 17
2A Steel or Structural concrete New,Reroof(Tear-Off),Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 18-24
213 Steel or Structural concrete New,Reroof(Tear-Off),Recover B-2 Mech.Attached Thermal Barrier,Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 25
2C Steel or Structural concrete New,Reroof(Tear-Off),Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 26-34
2D Steel or Structural concrete New,Reroof(Tear-Off),Recover C-1A Thermal Barrier with Vapor Barrier,Mech.Attached Insulation,Bonded Roof Cover 35
2E Steel or Structural concrete New,Reroof(Tear-Off),Recover C-2 Bonded and Mech.Attached Insulation,Bonded Roof Cover 35
2F Steel or Structural concrete New,Reroof(Tear-Off),Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 36-39
3A Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover(Base Insulation Layer Only) 40-42
313 Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 43-51
3C Structural concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 52-53
4A LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54
413 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 55-58
4C LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 58
4D LWIC New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 59
SA CWF New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 60
5B CWF New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 61
5C CWF New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 62
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 63
6B Gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 63-64
6C Gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 64
6D Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 65
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base Insulation Layer Only) 66-73
7B Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 74-89
NEMO-ETC,LLC Evaluation Report 01506.11.04-1120 for FL5680-R20
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:04/02/2018
Prepared by: Robert Nieminen,PE-59166 GAF Modified Bitumen Roof Systems;(800)766-3411 Appendix 1,Page 1 of 89
ON EMO etc.
Reference Layer .Material Application
SBS-TA '
Base or Ply: One or two plies Ruberoid HW 25 Smooth,Ruberoid HW Smooth
(SBS,Torch-Applied) Cap: Ruberoid HW Granule,Ruberoid HW Granule FR,Ruberoid HW Plus Granule,Ruberoid HW Plus Granule FR,Ruberoid
EnergyCap HW Plus Granule FR
Base or Ply: One or two plies Ruberoid Torch Smooth,Tri-Ply APP Smooth Membrane Torch applied
APP-TA
(APP,Torch-Applied) Cap: Ruberoid Torch Granule,Tri-Ply APP Granule Membrane,Ruberoid Torch Plus Granule FR,Ruberoid EnergyCap Torch
Granule FR,Ruberoid EnUryCep_ToLcM Granule FIR
Base or Ply: Liberty SBS Self-Adhering Base/Ply Sheet
t SBS-SA(self-adhering) Cap Liberty SBS Self-Adhering Cap Sheet Self-adhered
SBS-SA-T(self-adhering w/torch cap) Base Ply: Ruberoid SA Universal Base Sheet(When referenced herein as"SBS-SA-T,requires use of SBS-TA sheet overtop) Self-adhered(followed by torched cdp)
16. Vapor barrier options for over structural concrete deck with adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies:
VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE.DECK;ADHERED INSULATION PER TABLE 3A OR 3B
Option# Primer
Type Attach Vapor Barrier Insulation Adhesive MDP(psf)
VB-1. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch GR Torch-applied GAF 2-Part,12-inch o.c. -169.0
VB-2. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberoid HW Smooth Torch-applied GAF 2-Part,12-inch o.c. -180.0
VB-3. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Liberty SBS Self-Adhering Cap Sheet Self-adhering GAF 2-Part,12-inch o.c. -250.0
One or two plies,GAFGLAS#75 Base Sheet,Tri-Ply#75 Base
VB-4. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Sheet,GAFGLAS Ply 4,Tri-Ply Ply 4 Ply Sheet or GAFGGLAS Hot asphalt applied GAF 2-Part,12-inch o.c. -262.5
FlexPly 6
VB-5. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 30 Hot asphalt applied GAF 2-Part,12-inch o.c. -270.0
VB-6. GAF SA Primer Ruberoid SA Universal Base Sheet Self-adhering LRF-M,12-inch o.c. -157.5
VB-7. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberoid HW Smooth Torch-applied LRF-M,12-inch o.c. -180.0
One or two plies,GAFGLAS#75 Base Sheet,Tri-Ply#75 Base
VB-8. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Sheet,GAFGLAS Ply 4,Tri-Ply Ply 4 Ply Sheet or GAFGGLAS Hot asphalt applied LRF-M,12-inch o.c. -495.0
FlexPly 6
VB-9. Matrix 307 Premium Asphalt Primer or ASTM D41 primer UnderRoof HT High Temperature Leak Barrier Self-adhering OlyBond 500,12-inch o.c. -37.5
VB-10. GAF SA Primer Ruberoid SA Universal Base Sheet Self-adhering OlyBond 500,12-inch o.c. -157.5
VB-11. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Smooth Torch-applied OlyBond 500,12-inch o.c. -165.0
VB-12. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth Torch-applied OlyBond 500,12-inch o.c. -180.0
VB-13. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 20 Smooth Matrix 102 SBS Membrane Adhesive at 1.5 gal/square OlyBond 500,12-inch o.c. -202.5
VB-14. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW Smooth Torch-applied OlyBond 500,12-inch o.c. -232.5
One or two plies,GAFGLAS#75 Base Sheet,Tri-Ply#75 Base -
VB-15. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Sheet,GAFGLAS Ply 4,Tri-Ply Ply 4 Ply Sheet or GAFGGLAS Hot asphalt applied OlyBond 500,12-inch o.c. -352.5
FlexPly 6
s
NEMO ETC,LLC Evaluation Report 01506.11.04-1120 for FL5680-R20
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:04/02/2018
Prepared by: Robert Nieminen,PE-59166 GAF Modified Bitumen Roof Systems;(800)766-3411 Appendix 1,Page 4 of 89