HomeMy WebLinkAbout23-5758- 5335 Eighik Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BGR-005758-2023
-Issue Date: 03/07/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies,
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
*Z6
NTRACTOR SIGNATURE 4PE IT OFFICE
rtERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received I .I .51 -/— U 44— Phone Contact for Permittina 1( 7 Z17
Owner's Name I ( A_11 11 It_,J I ) X,_/ ( I � ,If I V I I Owner Phone Number
Owner's Address [Z", ,', Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
o
JOB ADDRESS LOT #
SUBDIVISION PARCEL to# 04, QL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F__1 ADD/ALT SIGN DEMOLISH
INSTALL 71 REPAIR
PROPOSED USE
TYPE OF CONSTRUCTION
SFR
BLOCK
Q
Comm
FRAME
DESCRIPTION OF WORK
mc�
BUILDING SIZE
SO
FOOTAGE
OTHER
STEEL
UL
VC)CIC
HEIGHT J
BUILDING L =I
VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R,E,C.
=PLUMBING 1$ 1 it 57�r"
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION C,
=GAS E71'ROOFING Jc� SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS, FLOOD ZONE AREA =YES NO �30
. . . . . . . . . . . . . . . . . . . . . . . . .
_�
BUILDER COMPANY
SIGNATURE REGISTERED L_Y_L N J FEE CURREN I Y/N
V
M 'k
Address ("(i License #
ELECTRICIAN COMPA=
SIGNATURE REGISTNY ERED Y/ N FEE CURREN Y/N
Address License #
II
PLUMBER COMPANY =
SIGNATURE REGISTERED L_Y_L N_J FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN EY ( N
Address License#
'___�
OTHER COMPANY =
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address E 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 wl Silt Fence installed,
Sanitary Facilities & 1 clumpster; 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 wl 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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
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 1, 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, Welland 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 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,
FLORIDA JURAT IRS. 117,03)
OWNER OR AGENT CONTRACTOR.
Subscribed and sworn to (or affirmed) before me this Subscribed and sworn offip befete me
by
Who personally known to me or has/have produced Who is/are p rf.-Ify= as/have produced BRIANA M DACHNIEWICZ
is/are per
(rS
as identification. Vy '41,,T�brf-51y Rt '—as identification. Notary Public. State of Florida
r My Comm Expires Aug 24, 2026
No HH 282268
—Notary Public Notary Public
Commission No. 7mmiss n No. —
Name of Notary typed, printed or stamped N ary typed, printed am
INSTR#2023037218ORBK10775 PG847 Page 1 of 1
03/03/2023 09:25 AM Ropt: 2556552 Rec: 10.00 IDS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
it
Permit Number
Parcel ID Number
91 '�o
NOTICE OF COMMENCEMENT
State of Florida
County of Pinellas
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the
Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT,
1,Description of property (legal description):Tq—M--B3-�M--1-5-4 W111 I \0
a) Street (job) Address: 5 f �
2.General description of improvements: V,."
3.Owner Information or Lessee information if the Lessee contracted for the improverne
a) Name and address: ZXM-SA
b) Name and address of fee simple titleholder (if di erent than Owner listed above)
c) Interest in property.- Ov
4,Contractor Information 10
a) Name and address:
b) Telephone No.:
Fax No,: (optional)
5.Surety (if applicable, a copy of the payment bond is attached)
a) Name and address:
b) Telephone No.:
c) Amount of Bond: $
6,Lender
a) Name and address:
b) Telephone No.:
7. Persons within the State ofFloridadesignated by Owner uponwhomnoticesorother documents may be served
713.13 (1) (a) 7., Florida Statutes: as provided by Section
a) Name and address:
b) Telephone No.: Fax No.: (optional)
8.a.In addition to himself or herself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713,13 (1) (b), Florida Statutes.
b)Phone Number of Person or entity designated by Owner:
9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1-year from the date of recording unless a different date is pecified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOildt" OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under p sty of perjury, I decl that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my
know d an f. Donnq
or Manager) '(—PrhU1N?m!, and -vide
The I . day o �.&�
y . . . . . . . as ------ e.g. officer, trustee. attorney in fact)
for as
(Name of Person) (type of authorily_.e.g. officer trustee attorney in tact)
for
Personally Known
Type of ID
(name of party on behalf of whom iR6U=ent was executed).
E�
El Pr uced 16
Notary Signature
BRIANA M DACHNIEWICz Print name
Notary Public, State Of Florida
My Ccimm Expires Aug 24, 2026
No HFI 282260
13
State Of Florida, County of pasco
i This is to certify that the foregoing is a
true and correct COPY Of the document
„ on file or of Public record in this office.
a ,I Witn ss my hand and official seal this
sY day of
.. iVik i Alvarez.SOVIles,zDePutYClerk
AA
sco ounty, Fi rtomPtroiier
^� ,
CCC1329729 'Nk � ( CRC1329809
lv^009�
FRARI�AMENT
Rooting A CorlittrUctInt,
QLLARWAMB QRLAnD
12880 Automobile Blvd., Suite 1, 364 Cooper Palm Parkway
Clearwater, Fl, 33762 Apopka, Pl, 32703
Office: (727) $71-4 110 - Past (727) 571.4112 Offices (407) 949.9196
SALES CONTRACT
retirement Renault At Construction ofirldes to flarnsh all materials and labor necessary to perform the work at the following address:
, 1, , ij� III Q
Name: I Cell: 4)
Add r*ss. S I i1 �,,4 S7 Date:
State:
(f!��
Eml __CcLN,�A�y AC,,-c i1n,-L county:
A2 �!r& ha --
In accordance with e specifications given below:
A, ! Circle One
METAL / TILE
-'uma(
I REMOVE EXISTING ROOF TO WORKABLE SURFA CE.
REN Alt ROOF DECK WITH RING SHANK NAI I& IF ANY.
3. REP
LACE WOOD NDARD SHEATHING @ $R00 PER LINEAR FOOT OF BOARD AND $110.00 PER SHEET OF PLYWOOD,
( V� 4, INSTALL 1��7 (.1, 1 UNDERLAYMENTTo ENTIRE ROOF DECK SURFACE, -
L _-1-1111-� i, Lq__
S. INSTALL NEW VALLEY METAL IN VALLEYS AND REPLACE FLASHING AS NECESSARY.
6. INSTALL NEW LEAD BOOTS OVER SOIL STACKS AND REPLACE ALL PURPOSE VENTS.
7, INSTALL 6- FHA/ VA EAVES DRIP AROUND THE PERIMETER OF THE ROOF, COLOR:
8, INSTALL !=�L__YEAR —COLOR:
9, INSTALL PIECES OF -il 'Lr b(OR ATTIC VENTILATION. COLOR:
RELATED
, r � 'D��
10, CLEAN-UP AND HAUL AWAY RELATED DEBRIS AND LE EJOBSITECLEAN.
11. CONTRACTOR WILL COORDINATE THE REMOVAL AND REINSTALLATION OF ROOF RELATED PERIPHERALS SUCH AS (BUT NOT LIMITED TO)
SKYLIGHT& SOLAR UNITS, T.V. DISHES, AND / OR AIR CONDITIONERS, ETC.SUCH COST IS ADDITIONAL TO CONTRACT PRICE. REMOVAL AND
REINSTALLATION OF VINYL AND/OR METAL SOFFIT AND FASCIA WILL BE ADDITIONAL $425 A LINEAR FOOT.
TPO / TORCH N HOME / OTHER_
1. REMOVE EXISTING ROOF TO WO ' BLE SURFACE Circle One Circle One
2- RENAIL ROOF DECK WITH RING SHAt:, �AILS
3. REPLACE ANY ROTTEN WOOD WITH STA �Rl) SHEATHING @ $8.00 PER LINEAR FOOT OF BOA NO $110,00 PER SHEET OF PLYWOOD, IF ANY.
TO EN 7
4. INSTALL SMZJ,= UNDERLAYMENT TO EN IRkROOF DECK SURFACE.
S. INSTALL NMI BOOTS OVER SOIL STACKS AND REP� S L%E ALL PURPOSE E VENTS. AT % (C
6. INSTALL — INCH DOUBLE SIDED FOIL HAT (Only for TPO Roof),
'iDoRz-
7, INSTALL 6- FHA/ VA EAVES DRIP AROUND THE PERIMETER FTHE ROORCOL
8. INSTALL _�YEAR _CU4UK: ---7Z--
9. CLEAN-UP AND HAUL AWAY RELATED DEBRIS AND LEAVE JOB SITE CL
10, INSTALLATION OF A ROOF -OVER VOIDS NUMBER 2 AND 4 IN SECTI f
I�N 0
11. CONTRACTOR WILL COORDINATE THE REMOVAL AND RZEINSTATIO OF ELATED PERIPHERALS SUCH AS (BUT NOT LIMITED TO)
C ELATED
I C, COS T"
SKYLIGHTS, SOLAR UNITS, T.V. DISHES, AND / OR AIR CONDITI RS, ETC. SUCH COST is ITIONAL TO CONTRACT PRICE. REMOVAL AND
COST
I
0�REINSTALLATION OF VINYL AND/OR METAL SOFFIT AND F IA WILL BE ADDITIONAL S1 15 A EAR FOOT. q I()
� I srto 6'
C: Terms and Conditions
1 conduct Documents This coraw consists at this document extra worluNmodskyliolif authorizations. 9 any. No promises other than
those Sp&cfficaRy set loan in 910 WrAMCI documents Shall be Sarognized by either part The arms understanding and agreement at all
parties is contained in the COMW ObOuralifts
2 it Is understood and agreed that this contract shag not become binding upon PARLAMENT ROOFING & CONSTAWTION ("Seger") until
if . duty approved, accaphod, signed one witmeasedi by an office, w officers of the Sallar,
3, Work on the Job 006~ In ON contract documents will commence on approxhudiffy — and be completed
an approximately The whid dates are approximations " are subilad to schokilinit difficulties of Sheer, labor
ardor material shortages ads of God and other events not Weem by Serer. SONSt reserves eta SOON to employ any subcontractor for the
co"W of the work described in the contract documents
4 Wier reserves the tight to substitute motorists Of $Que or greater value and kral in order to satisfy the rimajimandom specified oy New
juW60,al Code Laws Much may result in additional charges
5 frationd at rate of eighteen per cars (18-1.) per annum MR be charged on all balances not paid as per the terms Specified above,
Reasonable attorney a less and its will be charged 10 the Purchaser it if is necessary to place INS contract In Me hands of an allorney for
whocton and this charge becomes it pan of this cordinant and obligation Of me PuMhB$Ot to PAY
6 Panift agree that this aildivinot shall be cDnstWsd an"Doong to 14 laws at N Saum of Florida and any action brought thereon many
as brought in the Slide of Florida Venue is hereby agreed to be in Pinellas Counly, Floods
7BUYERS RIGKT TO CANCEL. It you don't word the goods Or Services, you rody cand"t Rus agreement by providing written notice to in$
sailer p poison or codified Mao by rodrughl of the third business day 01 signing this contrail
6 Both worluirt; compensation and public liability insurance &to carried by the $after and they are applicable 10 ft work to be Performed
9 11 is luid-famod and agreed that the buyer hold hamilet;S, Will for any damages that Soffind occur to buylit's driveways) during the
doliven*6 of materials and for the removal of work ralshyd debris that might be required 10 perform M home improvement contract.
Furfbrarmoro, the buys, herein gives permission lot typical delivery vehicle and typical waste removal vehicles to enter sold drivoway(s) for
the Purpose of expediting this sales contract
Contract Price (0
Permit
Subtotal
1/3 Deposit
BALANCE DUE
(Plus Total from A3, B3,
At 1, BI 1 from above)
UPON COMPLETION - price Includes all discounts and
pram ortions.
PAR ENT WILL ASSIST WITH WIND Mn4ATION
INSPECTION (See C 10)
—YES _NO
(Customer Initial one)
Additional temp on rent" side
Exect� in duplicate, one cop of which was delivered to, and receipt Is hereby ficknowlistigod by Buyer, this llt� day of
10
No r,,,e , , 7=
NOTICE TO OlA*ER
a* Do not sign this home Improvement contract In blank,
h You am sioluthad to a rom of the —tract at the time vou skin. K000 it to Drotect Your rights.
Appmvod and Acc"d By:
Salesman
Officer's Signature
Parches r Sip Here
Purchaser Sign Here
acts Home Log In I Us., Registration Not Topics I Submit Surcharge 11 Slats & Facts
P(aProduct Jbva: a r Appro
USER: Public User
ftdud -L&Proust M u > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
zMMMM3gR=
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Publications contact us BCJS SO Map Links' Search
I . I . I , # r111
(819) 478-2400
,nemathieu@soprema.ca
Marc -Etienne Mathieu
memathieu@soprema.ca
Marc -Etienne Mathieu
1640 rue Haggarty
Drummondville
(888) 811-3145
jfcote@soprema.ca
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert 3, M. Niemfnen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 04/10/2023
Validated By Sohn W. Knezevich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Validation Checklist - Hardcopy Received
Standard
Year
ASTM D1970
2015
ASTM D4798
2011
ASTM D6163
2015
FM 4474
2011
FRSA/TRI Sixth Edition
)nip
Product Approval Method Method 1 Option D
Date Submitted 09/19/2020
Date Validated 09/22/2020
Date Pending FBC Approval 09/29/2020
Date Approved 12/15/2020
Date Revised 12/16/2020
Summary of Products
FL #
Model, Number or Name Descriptlon
2 D I adhering unde 'yments
'0 9 :of rl'
g p, f U 'rl yme
2569.1 Soprem, Roof Underlayments Self adhering roof underlayments
Limits of Use t
ppr f, a U
I�nstallation Instructions
0
Approved for use in HVHZ: No fFL
Approved
e for
s out, V Z Yes
U 1 10 Al 1 FINAL
A ov d " '_ I = - I !:!!:'? 9-R2O.W use �id e H _ELNAL19_fLZU____
Approved for use outside HVHZ. Yes Verified BY: Robert Niernmen, P.E. PE-59166
Impact Resistant: N/A Created by Independent Third Party: yes
Design Pressure: +N/A/ -ISO Evaluation Reports
Other: I.) Refer to ER Section 5 for Limits of Use. 2.) The FL2S69 i�120 0:
z: — - :::! 6 )JIN ii
design pressure noted herein pertains to underlayment systems P-Off
used beneath adhesive -set the systems, Refer to ER Section Created by Independent Third Party: Yes
5.6.4 for details.
K�l EE
Con kL5 ;; Z§�StoneR
The State of Florida is an AA/EEO employer, L"PYFight 2007-2013 Stake of Florida :!
privacy Statement :: ccess'rbility Statement :: Ref nd Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275(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 email_
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 clicktigrg
Product Approval Accepts:
M] U W ER 1I
Credit Card
Safe
' asoctind 3e4j Jo} AlleoUpads
pauleoi ssalun azwep!n3 u3tsap Jo guipwiad iol pasn sem/st IjOaJaLtj SUOISJaA snOlAajd Jo 'jjocla�4 uotienleA3 siLp qjiqm uo joalfoid
Aue 101 plojau 10 JaU31 SaG ayl '"m Aue Ul 'We'Tcl 'uaufw@[N PaC108 jou ail ':),L3 OV43N Jal-fllaN uot*E!nIL'A4 a *2 ' p03 ujpj!nq e si siql
.1onpoid
aqi 10 ssamid jeAOjdde aqj ul paAJOAUl AjjjUaja,4jo Aue ul Isalalul lepuem e 'ajinboe Item jou
`aAeq IOU S30P '3'd 'uau!waIN Jjaqojj I
-panssi gulaq aie nioda.; uopenjeAa aqj q3lqm
ioj sionpoid gutinctpisip Jo Olutini3elnuew Auedwo3 Aue ut Isajalut lepueuu eaiinble Illm JOU aAeq IOU SaOP 7d :)I ' 'uaulwalN jjaqOH 'E
,SajenjeA0 1! spnpoid 3uijnqjjjsip Jo gutini3elnuew Auedwo:) Aue Aq P91110-11u03 Jo paiejado 'paumo jou st , '
1 X3 OVUN 'Z
'sajenjeAD at slanpoid Sutinq1jisip
Jo Rutinpelnuew Auedwoj Aue ul Isaialul lepueuil e 'aimbu it iltm joojinboe of pualul 11 SOOP JOU 'aAeq IOU saop _111 'Dill OV43N 'I
,luawroo -33N30N3d30Nj 10 NOUV3ljl1bl3:)
P Pau is Aileawomalaue
se a'uas Sou 530P SRI WOVIV60 UO -3-d 'UaulwalN
-t
ljaqo4 Aq pazljoqlne sem SupRadde leas allwlszej a4l
E'&6r3NV V30 OP!JO(J 99r6,r 'ON U0.130JAICIaH OPPOIJ
'UaulwalN wr ljaqoV
E3m=
8 43nOJ41 I sated jo sisisucli ijoda� uopenleA3 sIqi
Mill Do POILSIM-101
�TuTYU-,ml aq 11eqs jjoclaU uoijenliRA3 ajijua 5141 jo Adoo e 'Isanbai uodn :N0ln3dSNj
aiijua
SI! U1 auop aq lleqs j! uaq4 'paAeldsip si lioda-d uoijenjeAg aql 10 uoiliod Aue jj -ajnlej;)I!l guIS111aApe ui paAeldsip
aq Aew paienjeAg '31a I ONgN,, Spom ayi Aq papoaaid (#Ij) jaqwnN' JeAojddV iz)nPOJd 112PPOIJ aq-L :1N3W3SI1H3A(3V
,al:)A:) apo�) pea 41!m swaLuaiinbai apo:) palepdn 01 aAllelaJ jjodaU uo!JenleA3 S11 10 MaJAW ajaldwo:)
e sajinbai :)jj ':)13 OWN '(s)Uoiie:)oj A1111jej uoipnpoid aqj jo a:)u'einssv Al!len'o a4l '(s)pnpoid aq4 ol sagueqo
Aue 10 )11 ':)13 OMN A4ROU 01 luawaaj2e sajnj!jsuoj jualp paweu aqi Aq s:woda�j UloijenjeAg ino jo a3uejda:))V
*asuep (s)pnpoid a4l 01 ale2JIU4 SUOIS!Aoid a,"-jo wgloy (0, --t a
PaDua-lala-1 a4l'sa2lue4a (s)pnpoid paweu aqj se awil q:)ns 11jun P!IeA Sl:wodatj uo1jenjeA3 s1qj :3:)Nvlldwo:) agnNIINO:)
osj :)gj pue majaq
pajou A3uaSV a:)uejnssV Aillemo p;)Ilpajj3V 04110 sivawaiinbai aql qi!m aoulapiox)e ui aq 11eqs 2utlaqej :DNI1*39VI
StIZ6-Z9Z (EOZ)
WIN 1:) 'Plojxo
m iiun'walls ueiisiju ESE
sskzr# U011imijoymylo ajojojua7
m
NEERM
O
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 7 1h Edition (2020) Florida Building Code through testing in accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein.
Section
15043.1
1504,31
1507-11, 1507.2.4, 1507,2.9,2
/ R905.1.1, R905.2.8.2
1507.3.3 / R905.33
1507.11.2 / R905,11.2
TAS 110
Ln �it
ERD (TST6049)
ERD D (TST6049)
ER(TST6049)
ERD (TST6049)
FRO (TST6049)
FRO (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
E RD (TST6049)
ERD (TST6049)
ERD (TST6049)
M-D (CER1592)
ICC-ES (EVL2396)
NEMO (TST6049)
NEMO (TST6049)
NEMO (TST6049)
NEMO (TST6049)
NEMO (TST6049)
PRI (TST5878)
o kr
fl, I t
pm—e!t-y
�tandarcl
Year
Wind resistance
FM 4474
2011
Wind resistance
UL 1897
2012
Material standard
ASTM D1970
2015
Material standard
FRSA/TRI, Sixth Edition
2018
Material standard
ASTM D6163
2015
Accelerated Weathering
ASTM D4798
2011
Examination
Reference
Elm
Date
Wind Resistance
2778,07.05
07/15/2005
ASTM D1970 / TAS 110 (Qc)
5313700110i
04/07/2010
FRSA/TRI 04-12 (OH)
511150.05,09�R2
10/05/2010
ASTM D1970 (OH)
S37210J1,11
11/09/2011
ASTIVI D1970 (MS)
S37210.12,11
12/01/2011
ASTM D1970 (MS)
S40540,02.13-i
02/19/2013
FRSA/TRI 04-12 (MS)
S4353002.14-1-111
02/21/2014
ASTM D1970 (Bc)
S44870.04.14-2
04/02/2014
ASTM D1970 (QC)
S44870-04,14-3
04/02/2014
ASTM D1970 (OH)
544870.0414-1
04/10/2014
ASTM D1970 (MS)
S44870,04,14-4
04/10/2014
ASTM D1970 (OH)
S40540,20-14
10/31/2014
Tensile Adhesion / Long Term Aging
SOPC-SC7645,02.15
02/1312015
Accelerated Weathering
SOPC-SC8520.04,14
04/27/2015
Wind Resistance
SOPC-SC14045,0517-Rl
06/07/2017
HVHZ Compliance
18-032903
06/28/2018
2015 ISC Compliance
ESR-1524
03/01/2017
ASTM D1970 / TAS 110 (QC)
SOPC-SC8970.08,15-RI
04/25/2018
Wind Resistance
4-SOPC-18-003.08,18
08/27/2018
ASTM D4798/D1970 (OH & MS)
4S-SOPC-18-002.05-19.A
05/31/2019
Tensile Adhesion / Long Term Aging
4p-DOW-29-SSLAP-Ol.A.R2
02/10/2020
Peet adhesion (existing underlayments)
4j-SOPC-J9-SSUDL-04,A
03/12/2020
ASTM D1970 (MS)
SOP-064-02-01
12/03/2013
Equivalency Declaration
SA SMOOTH PLY 40
06/29/2015
Quality Control
MLA File NoR27605
05/08/2019
Quality Control
Service Confirmation
06/29/2020
NEMO ETC, LLC Evaluation Report S18010,06,09-R18
Certiftate ofAuthorizotion #324.55 7" EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R20
Soprema Roof Underlayments Revision 18: 09/17/2,020
Page 2 of a
NNEMOle
Product
I
aterla
Material
Standard
Plant(s)
Description
4.1 Lastobond TU FIT
ASTM D1970 and Gulfport, MS
self -adhering, non -woven Polyester fabric
FRSA/TRI09-18
Surfaced, SBS modified bitumen roof
underlayment
4.2 Lastobond Shield
ASTM D1970 Drummondville, QC self -adhering, woven polyethylene Surfaced, SBS
modified bitumen roof underlayment available in
two widths; 36 and 45 inch
4.3 RESISTO SA SMOOTH PLY
ASTM D1970 Drummondville, QC
self -adhering, woven polyethylene surfaced, SBS
40
modified bitumen roof underlayment
4.4 Lastobond Shield HT
ASTM D1970 Drummondville, QC
self -adhering, woven polyethylene surfaced, high
temperature, SBS modified bitumen roof
underlayment
4.5 Lastobond Pro HT-N
ASTM D1970 Drummondville, QC
self -adhering, woven polyethylene surfaced, SBS
modified bitumen roof underlayment available In
two widths; 36 and 45 inch
4.6 Lastobond Pro HT-S
ASTM D1970 Drummondville, QC
self -adhering, woven polyethylene surfaced, high
temperature, SBS modified bitumen roof
underlayment
4.7 EnvlroShield
ASTM D1970 Drummondville, QC
self -adhering, woven Polyethylene surfaced, high
temperature SBS modified bitumen roof
underlayment
4.8 Lastobond 195
ASTM D1970 Gulfport, MS
self -adhering, glass -mat reinforced, sand -
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
4.9 Lastobond Eaves
ASTM D1970 Gulfport, MS
self -adhering, glass -mat reinforced, sand -
Protection Sheet
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
4.10 Lastobond Eco
ASTM D1970 Drummondville, QC
self -adhering, glass -mat reinforced, Sand -
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, CH
underlayment
4.11 Lastobond Smooth Seal
ASTM D1970 Gulfport, MS
self -adhering, glass -mat reinforced, film
HT
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
4.12 PrimeSource Grip -Rite
ASTM D1970 Gulfport, MS
self -adhering, glass -mat reinforced, film -
Smooth Seal HT
Wadsworth, CH
surfaced, SBS modified bitumen roof
underlayment
4.13 RESISTO LB1236
ASTM D1970 Drummondville, QC
self -adhering, glass -mat reinforced, Sand -
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
4.14 PrimeSource Grip -Rite
ASTM D1970 Drummondville, QC
self -adhering, glass -mat reinforced, sand-
Eave & Valley Protector
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
4,15 SRS TopShield ICE &
ASTM D1970 Drummondville, QC
self -adhering, glass -mat reinforced, sand -
WATER DEFENDER
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
4.16 RESISTO LB1244
ASTM D1970 Drummondville, QC
-
self -adhering, glass -mat reinforced, sand -
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
MEMO ETC, LLC
S18010.06.09-RIS
COrtifiCate OfAuthorizotion #32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION Evaluation Report FL2S69-R20
SoPrema Roof Underlayments Revision 18: 09/17/2020
Page 3 of 8
NEMO I etc,
Material
Product Standard Plant(s) Description
4.17 Colphene FR GR ASTIVI D6163 Gulfport, MS self -adhering, fiberglass reinforced'granule-
Wadsworth, OH surfaced, SB$ modified bitumen roof
underlayment
5.2 This is a building code evaluation. Neither NEMC) ETC,
C nor Robert Nieminen, P,E, are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -
Dade Counties),
5.3 This Evaluation Report 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,
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5,5 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents, If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5,15 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Asphalt Clay and Concrete Tile Metal Slate or
Underlayment Shingles (I5074 State -Type Wood
(1507.2) Mechanical Adhesive- Panels Shingles Shingles Shingles
Attach Set (IS07.4) (15045) (1$07.7) (1507.8) Shakes pso7,9)
Lastobond TU HT Yes Yes Yes YYes Yes
See 5.6,1 es Yes Yes
Lastobond Shield / Pro HT-N
/ RESISTO SA SMOOTH PLY Yes No No No No Yes (Join Yes Yes
40 00WArIPS,1507133
es, / 11905,1.1.3)
Lastobond Shield HTJ Pro Yes Yes
HT-S Yes No No Yes Yes ri
ps
1507.1.1.3
K905.1,1,3)
I R
EnviroShield Yes No No Yes Yes Yes Yes
boint strips, 1sw.3.1.3 (joint Strip,, 1507.1, L3
/ R905.1.2.3)
Lastobond Eaves Protection
Yes No Yes Yes
Sheet/ Lastobond 195 No No No Yes Qofm strips, iso7.1.1.3 (ioint strips, 1507.1.1.3
Lastobond ECO / RESISTO
L81236, Grip -Rite Eave &
Valley Protector / TopShield Yes No No No No Yes AM Yes Yes
ICE & WATER DEFENDER strips, 1507.1.1.3 (ioini'tt'PS' 150711.L3
RESISTO LB1244
Lastobond Smooth Sea I HT J Yes
Grip -Rite Smooth Seal HT Yes No No Yes Yes Yes QamtYes
$11"'PSI 3507,1-1-3 (10illt Strips, ISD7.1.1.3
905,1.1.3) / rtsos.1,3.3) -
Colphene FR GR Yes Yes No No No Yes Yes Yes
0-irt strips, 1$071.33 (font
MEMO ETC, LLC
Evaluation Report 518010.06.09,1118
Certiftote ofAuthofilotion #324.55 Tin EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R20
SoPreme Roof Underlayments Revision 18: 09/17/2020
Page 4 of 8
ONEMOletc.
5.6.1 Adhesive -set the is limited to use of the following Approved underlayment/tile-adhesive combinntinnc
TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS'
Underlayment Adhesive Florida Product Approval
Lastobond TU HT Dupont "Tile Bond' Roof -Tile Adhesive' FL22525
ICP Adhesives and Sealants "Polyset* AH-160" FL6332
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERIAYMENT$
Underlayment
Application
Substrates (designed to meet wind loads for project)
Type
Primer
Materials}
Lastobond Shield, Lastobond Pro
(Optional) ASTM
HT-N ' RESISTO SA SMOOTH PLY
Deck
D41, Elastocol Stick'
plywood, OSB or Southern Yellow Pine
40, Lastobond Shield HT,
sheathing
Elastocol Stick Zero
(SYP)
Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT,
ASTM D41
structural concrete
Insulation
(Optional) Elastocol
Dens Deck Prime or SECUROCK Gypsum -
Lastobond Eaves Protection
Sheet, Lastobond 195, Lastobond
self-
Stick Zero
Fiber Roof Board
ECO, RESISTO L81236, Grip -Rite
adhering
Eave & Valley Protector,
TopShield ICE & WATER
Base Sheet
(Optional) Elastocol
ASTM D226, Type If felt or Modified Sopra-
DEFENDER, RESISTO L81244,
Stick Zero
G
Lastobond Smooth Seal HT or
Grip -Rite Smooth Seal HT
Deck
(Optional) ASTIVI
Plywood
sheathing
thing
D41
ASTM D41
structural concrete
self-
I
Colphene FR GR
adhering
Insulation
(Optional) Elastocol
Dens Deck Prime or SECUROCK Gypsum -
Stick Zero
Fiber Roof Board
Base Sheet
(Optional) Elastocol
ASTM D226, Type 11 felt or Modified Sopra-
Stick Zero
G
RESISTO L81236, Grip -Rite Eave
& Valley Protector or TopShleld
self-
Existing
RESISTO EXTERIOR
Existing sand -surfaced, glass -fiber surfaced,
ICE & WATER DEFENDER
adhering
substrate
PRIMER
mineral -surfaced or film -surfaced roof
underlayment*
Final acceptance of any existing substrate in a ren)Pf (tear -off) installation is at the discretion of the installer and the Authority
Having Jurisdiction. Should a question arise as to the suitability of on existing substrate to receive RESISTO LB1236, Grip -Rite Eave &
Valley Protector or TopShield ICE & WATER DEFENDER self -adhering underloyments, contact RESISTO technical support,
5.71 Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof
cover is not slated for installation within 24 hours.
5.7.2 Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the
self -adhering underlayment
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance
NEhAO ETC, LLC Evaluation Report S18010.06.09-RI8
Certificole ofAulhorizolion #32455 7" EDITION (2020) FBC NON,HVH7_ EVALUATION FL2569-R20
Soprema Roof Underlayments Revision IS: 09/17/2020
Page 5 of 8
5.8 Attachment Limitations., ONEMOletc.
5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with
the manufacturer's installation instructions, but — for mechanically attached underlayments or base sheets - not
less than FIRC 1507.1.1 or R905.1.1.
5.8,2 For use under the roof systems, attachment shall be in accordance with the manufacturer's installation
instructions, but — for mechanically attached base sheets - not less than:
V FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,
Table 1 (for Two -Ply Asphalt Applied Hot Mop Underlayment)
or
Section 5.8.3 herein (for other underlayment systems).
5.83 Wind Resistance for Underlayment Systems in Tile
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRl
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The Maximum Design Pressure
is the result 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).
5.8.3.1 Direct -to -Deck:
The maximum design Pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
#1
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,
Primer: (Optional) Elastocol Stick, Elastocol Stick Zero or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self -adhered,
#2
Deck: Structural concrete to meet Project requirements to satisfaction of Authority Having Jurisdiction,
Primer: Elastocol Stick Zero
Underlayment: Lastobond TU HT, self -adhered,
43
Deck: Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Base Ply: RESISTO SA SMOOTH PLY 40, self -adhered.
Underlayment: Lastobond TU HT, self -adhered,
#4 Maximum Design Pressure = -IK:,
Deck: Min. 15/32-inch APR -rated BCX plywood (may be installed C-side up) to meet project requirements to
satisfaction of Authority Having Jurisdiction.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self -adhered.
#5 All other direct -deck, adhered underlayment systems beneath the roof systems carry a Maximum Design
Pressure of -45 psf.
NEIVIO ETC, LLC Evaluation Report S18010.06,09-RIS
Certificate ofAuihrdzo1jon #32455 7 T11 EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R20
Soprerna Roof Underlayments Revision 18: 09/17/2020
Page 6 of 8
ONEMOletc.
5.8.3.2 Mechanically -Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones
shall employ an attachment density designed by a qualified design professional to resist the elevated pressure
criteria. Commonly used methods are ANSIJSPRI 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 (February 2020) for
enhancements.
#6 Maximum Design Pressure = -60 0 psf:
Deck: Min. 19J32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-
inch o.c. at the 4-inch laps and 6-inch o.c, in three (3), equally spaced rows in the center of the sheet,
Underlayment: Lastobond TV HT, self -adhered
5.8.4 For use over insulation or coverboard and under mechanically attached prepared roof coverings, underlayment
attachment shall be in accordance with the manufacturer's Installation instructions and attachment of the
insulation or coverboard shall be in accordance with the prepared roof covering manufacturer's Product
Approval.
5.9 Exposure limitations:
TABLE 3: ExPOSURE LIMITATIONS
underlayment
Prepared Roof Cover
Maximums
Installation Type
Exposure (days)
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, RESISTO LB1236, Grip-
Mechanically
Rite Eave & Valley Protector, TopShield ICE & WATER DEFENDER RESISTO
30
or LB1244
attached
Lastobond TV HT
Adhesive -set the roof
system
30
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Mechanically
Lastobond Pro HT-S, EnviroShield, Lastobond Smooth Seal HT Grip
90
or -Rite Smooth Seal HT
attached
Lastobond TV HT or Colphene FR GR
Mechanically
attached
180
5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck the roof assemblies, the
maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during
loading of the roof tiles.
MEMO ETC, LLC Evaluation Report S18010.06.09-R18
Certificate ofAuthorization #32455 7" EDITION (2020) FBC NON-HVHZ EVALUATION F1,2569-1120
Soprema Roof Underlayments Revision 18: 09/17/2020
Page 7 of 8
n
EO .
NMI etc
TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment rile Profile Staging Method Maximum slope
C C'IPhe Flat
olphene FR GR Max. 10-tile stack 5:12
Lugged Max, 10-tile stack 6.1:12
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable),
Installation of RESISTO LB1236 ' Grip -Rite Eave & Valley Protector or TopShield ICE & WATER DEFENDER self -
adhering underlayment in a reroof (tear -off) application atop an existing underlayment (per Table 2) requires
priming of the existing substrate •with RESISTO EXTERIOR •PRIMER. Final acceptance of any existing substrate in a
reroof (tear -off) installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a
question arise as to the suitability of an existing substrate to receive RESISTO LB1236, Grip -Rite Eave & Valley
Protector or TopShleld ICE & WATER DEFENDER self -adhering underfayments, contact RESISTO technical support,
6.3 Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Lastobond Pro HT-S, EnviroShield, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond
Smooth Seal HT, Grip -Rite Smooth Seal HT, RESISTO 1.131236, Grip -Rite Eave & Valley Protector, TopShleld ICE &
WATER DEFENDER, RESISTO LB1244 or Colphene Fill GR;
6.3.1
Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTIVI D1970) in
FEIC 1507.1.1,1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering
to be installed, and the manufacturer's installation instructions,
When installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type 11 felt the base sheet
shall be fastened in accordance with FBC 1507.1.1 or 11905.11,
6.3.2 Til
Dlee• •:
Shall be installed in compliance with the requirements for Self -Adhered membrane set forth in FRSA/TRl Florida
High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation
instructions.
Refer to Section 5,8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
Refer to7.8.2 for attachment limitations,
Refer to Table 4 for the staging limitations.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product,
Contact the named QA entity for manufacturing facilities covered by fi.A.C. Rule 62G20-3 QA requirements. Refer
to Section 4 herein for products and production docatons having met codified material standards.
UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com
NEMO ETC, LLC Evaluation Report S18010,06,09-1118
Certificate ofAuthon2ation #32455 7' EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R20
Soprerna Roof Underlayments Revision 18: 09137/2020
o's
BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
aE2Auc_t._ApPs2YaLMan_Pro _Y �APPLic_atlonSearch > Application List >Application Detail
FL #
FL30310-112
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer IKO Industries Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 3H4
(905) 457-2880 Ext 4454
allan.lawrence@iko.com
Authorized Signature William Liu
william.liu@iko.com
Technical Representative William Liu
Address/Phone/Email 40
Hansen Road South
Brampton, FL L6W 3H4
(416) 525-3740
william.liu@iko,com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
gl FINA�,2 Pdf
standard
Y
Am
ASTM D 3018
1990
ASTM D 3161
2016
ASTM D 3462
2010
ASTM E 108
2016
TAS 100
1995
TAS 107
2020
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL #
30310.1
Model, Number or Name
Wt�
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Method I Option D
11/03/2021
12/21/2021
01/03/2022
02/08/2022
A233 =1
ASTM D 3161, Class F asphalt shingles, hip and ridge shingles,
starter strip & shingle strip
Installation Instructions
thing FINAL
12Qdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
gles -FINAL
Rff
Created by Independent Third Party: Yes
92nj@cLy.a :: 2601 Blair Stone Road Tallahassge FL 32399 M2aL_U9-4&7-I824
The State of Florida is an AA/EEO employer. Cqpyig eriya_q�;: Accessibili§_tAj%mqn :: 8gLyDA_§t_a_ttmIn
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 455275(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 email$
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
Ica
Manufacturer: IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905)457-2880
www.iko.com
Manufacturing Plants: Brampton, Ontario
Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7"' Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
Entity
Report No.
Standard
Year
FM Approvals (TST1867)
3036971
FM 4475
2010
FM Approvals (TST1867)
3040947
FM 4475
2010
ASTM E 108
2016
FM Approvals (TST1867)
3041689
FM 4475
2010
FM Approvals (TST1867)
3044376
FM 4475
2010
FM Approvals (TST1867)
3045254
FM 4475
2010
FM Approvals (TST1867)
3046191
FM 4475
2010
PRI Construction Materials Technologies (TST5878)
IKO-050-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-053-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-067-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-071-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-072-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-076-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-077-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-088-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-095-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-096-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-099-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-100-02-01
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
IKO-114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-115-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-120-02-01
ASTM D 3462
2010A
IK019002.2 FL30310-R2 Page 1 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Enti
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
IKO-140-02-01
PRI Construction Materials Technologies (TST5878)
IKO-148-02-01
PRI Construction Materials Technologies (TST5878)
IKO-153-02-01
PRI Construction Materials Technologies (TST5878)
IKO-171-02-01
PRI Construction Materials Technologies (TST5878)
IKO-171-02-02
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
i• • • • - 11
• # #
a-
# # #'
MONNOm-
ITai
Year
2010A
2016
2020
2016
1995
2010A
2020
2016
2010A
2016
2020
2016
2010A
1995
1995
2010A
2020
2016
1995
2010A
2020
2016
2010A
1995
2016
2010A
2016
1990(R94)E1
2016
1995
2010A
2011
1990(R94)E1
2020
2016
1995
2010A
2011
1990(R94)E1
2016
1995
2010A
2016
1990(R94)E1
2016
1995
2010A
2016
1990(R94)E1
2016
1995
2010A
2010A
1995
2010A
2016
2016
2010A
2016
IKO19002.2 FL30310-R2 Page 2 of 16
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES, LILC
ED-Wity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
476C0020.3
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476C0033.1
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476C0033.2
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476C00333
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0O02
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0003
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0004
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0012
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0013
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
476T0021
ASTM D 3462
2010A
ASTM D 3018
1990(R94)EI
PRI Construction Materials Technologies (TST5878)
476T0022
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
476T0023
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0034
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0O39
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0040
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0041
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0O42
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0O43
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0044
ASTM D 3462
2010A
ASTM D 3018
1990(R94)E1
PRI Construction Materials Technologies (TST5878)
476T0045
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0046
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0057
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0058
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0059
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0061
ASTM D 7158
2019ae1
PRI Construction Materials Technologies (TST5878)
476T0107
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0111
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0112
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0114
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0115
ASTM D 3161
2016
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
476T0116
ASTM D 7158
2019ae1
PRI Construction Materials Technologies (TST5878)
476T0117
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0118
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0121
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0122
ASTM E 108
2016
PRI Construction Materials Technologies (TST5878)
476T0123
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0126
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0132
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
476T0134
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
476T0136
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0138
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0140
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0141
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
476T0142
TAS 100
1995
IK019002,2 FL30310-R2 Page 3 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
INDUSTRIES, LTD
CREEKAsphalt Shingles
a IKO TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
RoofshakeTm HW 13-3/4" x 40-7/8", ASTIM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary) architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
•
IK019002.2 FL30310-R2 Page 4 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
a TECHNICAL SERVICES, LLC
Hip and Ridge TM 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip
(Sumas) and ridge shingle surfaced with granules and perforated every 10-inches complying with
ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Armour Starter TM 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded
(Calgary) with granules complying with ASTM D 3462. For use with Armourshakerm shingles,
Leading Edge PlUSTM 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt
(Calgary & Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462. Shingles
manufactured in Calgary shall be used in the non-HVHZ only,
I KO 19002.2 FL30310-R2 Page 5 of 16
This evaluation report is provided for State of Florida product approval under Rule 61coo---d7the manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Roofshake Tm HW Basic Wind S
(Calgary)
Basic Wind S
..... . ....
Deck (HVHZ)
I
Standard Application
Requires 4 Nails
MINAMM9
mmff-M- igug-jagam
Max., 194. ............ .......... ...................................... ................... .... ... ...... .. . .......... ..... .. .. ...... .... ,
ax, 150 mph
......... . .............
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 plywood existing
Mmir ROMMMAT z
U111WOZf OMA
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
Pattern" detailed below.
EMU
5-7/8
IK019002,2 FI-30310-R2 Page 6 of 16
This evaluation report is provided for State of Florida product approval under Rule 61 W76--3.—The —manufacturer —shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein,
NDUSTRIES, LTD
CREEK Asphalt Shingles
a IKO ITECHNICAL SERVICES, LLC
.......... .... ........
Armourshake"11 Basic Wind Speed (Vlt): 1 Max. 194 mph
. ........... .............. ............ .. . ................. .......................................
(Sumac) Basic Wind Speed (Vasd): 1 Max. 150 mph
... ........ I ............. . S...
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min, 15/32 in, plywood existing
construction.
..... . ................ . . ............... ........... ......... . .. ......... . . ....
n-H Deck (NoVHZ 1 Solidly sheathed iaccordance with
athn ccodance wC
. ...... .. .. - ........... ................ --- . ....... . . .................... ... .... . ... . ...... . ....... FB requirements.
In accordance with FBC req
Lqnderlayment:
............ - .......... ..... ......... ............... .............. . - ......... .... ........... ....
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at.slop !�.g� a�rffian 2112.
.. ............ ... ... . ..... . ........
Installation (H VHZ): Installed with 5-7/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
...... . . . .... ............... .......... ........... .............
Installation (Non-HVHZ): I Installed with 5-7/8 inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
..... . .....
Standard Application
Requires 5 Nails/Fasteners
Nail Line
Alignment
Notches
------ ---- ------- -----
Figure 2. ArmourshakeTM
5 Nail Pattern (Non-HVHZ only)
.......... .....
Nailing - Steep Slopes/High Wind Areas Applications
Requires 6 Nails/Fasteners
Nail Line
/A--x
Alignment Alignment
Notches Notches
---- --------- -------
Figure 3. Armourshake T11
6 Nail Pattern
.. .. ......... ... .. ....... .... ..... ......... ............ .. ........... ...... .. . ... ...................... - .............
I KO 19002.2 FL30310-R2 Page 7 of 16
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
IKO INDUSTRIES, LTD
Asphalt Shingles
TECHNICAL SERVICES,
ITC
.......... ..
Royal EstateTm
....... .... .......... .............. ..........
Basic Wind Speed (V,,It): 1 Max. 194 mph
............... --- . ..... . .............. ..
(Toronto)
Basic Wind ;�q)- 1 150 mph
........ .. ..... Max.. ........... ..... mph
- ............. .... ........... . ....
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
......... . ....... . . ...... ._..........._......_..__...-
Deck 0 n-HVHZ): LSolidly sheathed in accordance with FBC requirements.
........... ........ .... ............... . .. . ..... . .......... . .. . ........... . .. . ............. 11-- requirements.
Underlayment: In accordance with FBC requirements.
........ . .... .............. .... requirements.
....... . ............. .. . ........... ............ ...........
Min. slope: 2:112 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
than 2112.
.......... . ... . . .. ................................ -
Installation (HVHZ): installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
............. - .......... below.
............ ....... . .........
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
................... .................. .............. ..................... .. . .............
Standard Application
Pecluires 4 Nails/Fasteners
- - - - - - - - - - - - - - - - - - -
Nails
Figure 4. Royal EstateTM
4 Nail Pattern ..(non-HVHZ,only
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Nails
Figure 5. Royal Estate TM
6 Nail Pattern
.. ........... --- ........ .............
11<019002.2 FL30310-R2 Page 8 of 16
This evaluation report is provided for State of Florida product approval under Rule 61(320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, L.L.
rowne Slate Basic Wind Speed !j)1 Max, 194 mph
.......... ............... ....................
(Toronto) Basic Wind Speed M,d): I Max. 150 mph
............ ............. ...........
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min, 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in, plywood existing
construction.
Deck (Non HVHZ): 1 Solidly h BC e ��q��edjn accordance wit requirements
....... ....... -1 ................ .......... ........... ... ..... .. . .... . ........... . .. ......................... .............
Underlavment: In accordance with FBC requirements.
................. ........... .... . ......................... ... .......... . .... . ........... . ...... ............ .................
Min. slope: 2:12 and in accordance with FBC requirements. Refer to I
the manufacturer's application instructions when installing
at slo
shingles... ..... -P ................
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "8 Nail Pattern" detailed
1 . below
.................. . ..... . .. . . .. ...... . ...
Installation (Non-HVHZ): Installed with 5-7/8 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "5 Nail
" " " Patternor 8 Nail Patterndetailed below,
. .. . ......... .. ...........
Nail Line-�
10"EXPOSUPE
Standard Application
Requires 5 Nails/Fasteners
O
Nail Line $t
Figure 6. crowns Slate
5 Nail Pattern n-HVHZ only
. . ....... . ........... .... ..... .... ..... ... ...... ...... ........
(No _
Steep Slope/High Wind Applications Nail Line
10"EXPOSUPE
l4equites 8 Nails
Line
1091
Figure 7. Crowne Slate
8 Nail Pattern
............. ......... .. . ..... ... .... ..... . .... ..... .... ....... .............. ...... . ... ......
11<019002.2 FL30310-R2 Page 9 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein,
IKO INDUSTRIES, LTD
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
...... - ... ..... ...... .............. ................ ... .... ...... --- ............. ...... ......... ..... ..... .. ........
DynaStyTM Basic Wind S e j Max. 194 mph
c...._.. pe d (V.1t):
.............. ........... .......... ........ . .......... ............. ............ ............
(Calgary (Non-HVHZ), ...Pasic.Wind,Speqq §0), 1 Max. 150 mp ........................ ........ . ... ...... ........ ....... ......... . . . .. ....... . . . .............. ..........
Hawkesbury, Kankakee, Deck (HVHZ): In accordance with FBC requirements;
Sumas (Non-HVHZ) &
Solidly sheathed min. 19/32 in. plywood or wood plank for
Sylacauga)
new construction; Min. 15/32 in. plywood existing
construction,
............
and Deck (Non-HVHZ): Sol sheathed in accordance with FBC requirements.
... . ..... .... ........... . .... . ........ . ...
......... . ....... . .................. .................
Underlavment: In accordance with FBC requirements.
...... . ........ . ...... ... ....... .... ... . .. ........................... .. ......... ........ . .... . ...... . .............. .................. .... . .....
Nord jCTM
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
(Hillsboro (Non-HVHZ) &
the manufacturer's application instructions when installing
Kankakee)
shin ge I sa s p t lo gr��r than 21:12. .
............... .................................. -;; .............. . .............. ........ ......... .. . ....... - ............... . ....... ..........
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
and
115 and manufacturer's published installation instructions.
CRC Regency® Shingles shall be attached using "6 Nail Pattern" detailed
(Calgary (Non-HVHZ) & ........... F.- ... . below................................ -- ..... . .... ...................
..........................
Hawkesbury)
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance**' withFBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
........... ......................
ArmoutZone
Arm urZone
Standard Application
Requires 4 Nails/Fasteners
-77 Common Bond
--- ----- -------- ------------- ------------- --
- -------------------------------------------
'=ArmourZone
L—ii,iil:!Ii;!Iilil�,�'i wol r1l I
StyT
Figure 8. Dyne m and NoriCTMd
4 Nail Pattern _(non -HVHZ only)..,
............... . ............
A�urZon&
1A/4-
Arm urZone
Steep Slope/High Wind Applications
Pe wires 6 Nails/Fasteners
Common Bond
--- ---------- - -- ------- -----------
-- ----------- -------- -----------
ArmourZone
Figure 9. DynaStyT m and NordicTm
-6 Nail Pattern
............. .............. .............. ........ ..... . .................... ............ . ... ....................
IK019002.2 FL30310-R2 Page 10 of 16
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein,
NDUSTRIES, LTD
CREEK Asphalt Shingles
a IKO ITECHNICAL SERVICES, LLC
. .... . ........ . ...........
CambridgeBasic Wind Sa..d........(V...1t): Max. ....1..9.4 mph
......... ..
(Brampton (Non-HVHZ), Basic Wind Speed (Vey): I Max, 150 mph
................. . ...... . . ....... ........ . .... .....................
In accordance with FBC requirements;
Calgary (Non-HVHZ), Deck (HVHZ):
Hawkesbury, Hillsboro, Solidly sheathed min, 19/32 in. plywood or wood plank for
Kankakee, Sumas, new construction; Min. 15/32 in. plywood existing
Sylacauga & Toronto construction.
............ - ...... ....... . .... .. .... . . ......
(Non-HVHZ)) Deck (Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
... . ....... . ........ . ........... ....... . .... . ..... . . . . ................................... - ... . ......... ............ .... . . ............
In accordance with FBC i Underlavment: th u rements.
and...... .... . ..... .. . .......................... . ..... - ..........
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
CRC Biltmore TM
§hing!!�.�!tsl p!�§ greater than 21:12. .
.......... .. . ............................ - ............... ............. .............
(Brampton (Non-HVHZ),
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Calgary (Non-HVHZ),
115 and manufacturer's published installation instructions.
Hawkesbury, Kankakee,
Shingles shall be attached using "6 Nail Pattern" detailed I
Sumas (Non-HVHZ) &
below.
.... ...... ....
Toronto (Non-HVHZ)) ..... ..... .. ...... .... . .. ...........
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
. ............................ .................. ............. ............. ........................ .... ............. ....... ....................
Nail Line Common Bond
Standard Application
Pequires 4 Nails/Fasteners
7/8
- - - - - - - - - - - - 4- Nail
Line
5-7/8
Figure 10. CambridgeTM and CRC Biltmore TM
4 Nail Pattern (non-HVHZ only)
............... ....... .................. .... ............ ... ...... .. ........ .... ............... ........................ . ...... ................... ............... .................................................... ..................................... . ... ....................
Nail Line
Common Bond
Steep Slope/High in Applications
Pecluires 6 Nails/Fasteners
7/8"
*-Nail
Line
5-7/8
Figure 11. Cam bridgeTM and CIRC iltmoreTM
6 Nail Pattern
.............. ........... - .................... .
IK019002.2 FL30310-R2 Page 11 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IKO INDUSTRIES, LTD
CREEK
Asphalt Shingles
TECHNICAL SERVICES, LLC
........ .. .. ... ........ ...
CRC SuperglaSSTM
. ...... .... .................... ............ .. ............. ... ---- ............... ........ .... ...... ..... ......... ...
Basic Wind, S a M
(Calgary (Non-HVHZ),
_p _d( -9141mph�
Basic Wind ,Speed {Vase Max 150 mph ............. - .......................... .... . .................................. . .... ... ....
Hawkesbury, & Toronto
Deck (HVHZ}: In accordance with FBC requirements;
(Non-HVHZ))
Solidly sheathed min, 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
and
construction,
....... . .... - - --------- . . ........ .......... - ........ . ... - ................ .....
Deck (Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
sheathed
Marathon TM Plus AIR
.... . . ... ... ....... ..
Unqerlay opt, In accordance with.FBCre requirements
q
(Calgary (Non-HVHZ),
........ ...... .......... . ..... -.-11-1-1 .......... .. .. ... .. ..... ... .. ........... .................. ......... ....
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
Hawkesbury, Hillsboro,
the manufacturer's application instructions when installing
Kankakee, Sumas (Non-
hin es a slopes greater than 2 1: 12.
1
HVHZ), Sylacauga &
--gj --Lq _�!s,
Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS
Toronto (Non-HVHZ))
115 and manufacturer's published installation instructions. I
Shingles shall be attached using "13 Nail Pattern" detailed
below.
...............
Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail I
.......... ............. ................ Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
-------------- ----- -
Sealant Strip
Figure 12. CRC SuperglaSSTM and MarathonTm Plus AR
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
----- ------ - ---- -
Sealant Strip
Figure 13. CRC SuperJaSSTM g and MarathonTm Plus AR
. . . .... ..........
6 Nail Pattern
.. ... ... ......... . ............ ............. ...
11<019002.2 FL30310-R2 Page 12 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
...........
ip & Ridge"m 12 B scW d
(Calgary, Kankakee & Ppqic Wind S�
Sylacauga)
Deck (HVHZ):
and
Aip & Ridge Plusrm .. ...............
Underlaymf
(Calgary (Non-HVHZ))
Installation:
W
�Tmt
. ....... . .... ... . .........
In accordance with FB�; . _p�qyirements.
............ .. ................ � 1-1 1-1-1 .. . ... .......... .......... ........ ..
2:12 and in accordance with FBC..r qirements.
........ . .... .... .... . ..
Installed with 5-5/8 inch exposure in accordance with t
FBC and manufacturer's published installation instructio
The direction of the exposed end shall be away from t
prevailing wind.
Perforation Marks
ME
6 1/4"
IK019002.2 FL30310-R2 Page 13 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturershallnotify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LILC
........... ......... ........... ................
Hip and Ridgerm
Basic Wind
(Sumas)
Basic Wind.'
.. . ........ .......... . .....
Deck (Non-l-
smexilly'. MW
MEMO== -
mlmiagflumm
Max. 194 mph
............. 11.1.1111-11,11.1 ..... . .......... . ........ .....................
Max. 150 mph
.............. ........... .. ................ .......................
S d sheathed in orda accnce with FBC requirements.
-q-1Y.—I.- ..................... ............
In accordance with FBC requirements.
1 2- an-d-♦in* a-c- co-rd--a-r,
nstalled with 5-5/8 inch exposure, in accordance with
FBC and manufacturer's published installation instructio
The direction of the exposed end shall be away from 11
Drevailina wind. I
z
ME
0
1"TaperCut
6-1/4' 11
V Optional Taper Cut
IK019002.2 FI-30310-R2 Page 14 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Armour StarterTM
Basic Wind Speed q),: 1 Max. 194 mph
.... ............. ...... ...... .... .. ... .... ........ .. ....
(Calgary)
Basic Wind Speed Max. 150 mph
............ . . ....... . ......... ................. ............. ........ ...........................
Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed
min, 19/32 in. plywood or wood plank for new construction;
Min. 15/32 in. lywo d i n
. . ..... - .p o .,ex sti g
Solid sheathed in accordance with FBC requirements.
... .. ... ...
....... ... Solidly .... ...... .
Priderlay nt: In accordance with FBC requirements.
......... . . q_..
............... ... ... . ............ . ............. . ........ .. ................ ....................
Min. slope: 2:12 and in accordance with FBC requirements.
.... ............ slope ....... - . . .. . ................. - - ----- -
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
min, 1" x 12 ga, roofinq nails with min. 3/8-inch head.
FZMIIOOE83��
1" and 13" from Each rzrpj6-
Match Color
to Selected
Armourshake
Shingle
Leading Edge PIUSTM ......... ...
Basic Wind Speed (Vult): 1 Max. 194..mph
........... .... ..... . ...........
(Calgary (Non-HVHZ) & Basic Wind Speed Wmd): Max. 150 mph
I � I I . .. . . ..... ....... - .............. ............... .................. - ........... - ................. ............ .. ........... .. ... .. ......... ....................... ............
Hawkesbury) Deck (HVHZ): In accordance with FBC requirements; Solidly sheathel
min. 19/32 in. plywood or wood plank for new construction,
Min. 15/32 in. I d o exi sting.. construction.
...... .... .. ............... ...... ...... I ................ . .............
Deck (Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements.
............... ........... . . .. ........... --------
U
derlavment:
--- ---- - - 1 1.11.11, --- --- - ......................... C In accordance with B rements. _uj-1--1-. .............. .. . ............ ............
Min. slope: 2:12 and in accordance with FBC requirements.
.......................... ..................... ........... ..................
Installation: Installed in accordance with the FBC and manufacturer's
published installation instructions. Shall be attached with
roofinq nails with min. 3/8-inch head.
standard Application
ReqUires 4 Nails/Fasteners 1' from Each End
Figure 17. Leading Edge Plus1m
3' to 4" from Bottom
IK019002.2 FL30310-R2 Page 15 of 16
This evaluation report is provided for State of Florida product approval under Rule 61G20-3, Themanufacturer—shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
City of Zephyrhills
5335 Sth St
1, licensed under Chapter 468, Florida Statutes as a(n):
ContractorEngineer— Architect— Building Inspector
License No. -f c.L_Lj2,fi -Ila_
On or about-2j—jt;.�. did personally inspect the:
Check: Roof Deck Nalling?�_ Dry in -A—Flashing and Drip edge___---.,_
Check which was used: 30# felt— Peel and Stick Other (List)
At the following
address:
Lap'
Signature:
STATE OF FLORIDA
COUNTY OF PASCO
Sir cr and s scri , before this day
BY:
r Ic
No ary Public State of Florida XSEPH MEXAS DE 1I
rotary Public, State of Florida
My Comm Expires Jul, 29, 2023
NQ, GG 359902