HomeMy WebLinkAbout22-4234City of Zephyrhill.o--
5336 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
00,
BGR-004234-
Issue Date: 06/09/2022
11!11�jlg 1 ll!!l 11!11!11 111111111111111 111 1 ♦Ill III I! � I : I
IN m Tm I VITT
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE Cb.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PEfIT OFFICE
ITHOUT APPROVED INSPECTION
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Dideaurmoqt
all,
Date Received Phone Contact air Permiffin I p 13-445 A440
Owner's Name JAY HChi T Owner Phone Number 1 813-.334-322
5935 1 ITH s,r, ZIFTHYRHILLS, FL 33542
Neurone Address Owner Phone Number
Pee Simply Titleholder Name Owner Phone Number
Fee Simple Titleholder Addross,
JOB ADDRE LCTO -3
ST, ZI-THYRFULLS, FL 33542
SS E_51L� T
SUBDIVISION 11 -2,6-21-00100-01600- 0030
,L OF ZEPHYR PARCELID#L.
FROM' cR0PearY T_AXN0__rGCa)
WORK PROPOSED NEW CON"I it F_1 ADD/ALT m SIGN DENK OLAH
INSTALL REPAIR
PROPOSED USE AFR COMM OL THER
TYPE OF CONSTRUCT*N BLOCK r— FRAMESTEEL
RIT—M-M-7qXr. 7S S
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE HE113HT
I—"—, UILDING VALUATION OF TOTAL CONSTRUCTION
=MECHANICAL
E=OAs ROOFING
AMP SERVICE PROGRESSENERCY W,R,E,r,.
i12_5
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FINISHED FLOOR ELEVAI IQN;S 1 FLOOD ZONE AREA l___]YES NO
BUILDER I COMPANY
E G rSIM-: R E D
_D
Address License
ELECTRICIAN COMPANY
SlIGNATURE REGISTFRED
Address License
PLUMBER COMPANY
SIGNATURE REOISTERED L12LJ FV�CURREN Y l iv _T
Address Ljcmnse if
MECHANICAL COMPANY
SIGNATURE 11E..nE.
Address License
ul�
LAftnR,,,;fi
OTHER COMPA Y
SIGNATUR D 1 N
__7WE_ E
Address 15421 Bell ahlyl, CCC1332995
License A
RESIDEN71AL Attach (2) Plot Plsnsi (2) sets of Building Plans; (1) set of Energy Forms; R-OW Permit for new construct flon,
Minimum ten (10) working days after sulanittal data, Required onsite, Consinanion Plans, Stormwater Plans od Silt Force installed,
Sanitary Facilities & I durripprar; Siteltyork Permit for subdivislonstlarge prejeets,
COMMERCIAL Attach (2) complete set 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 onsits, Construction Plans, Stormoviter Pions wl Silt Fence installed,
Sanitary Facilities & 1 duntptbert Site Work Permit for all new projects. All commercial roquirements, must meet compliance
SIGN PERMIT Attach (2) sets ofEngirreered Plane.
SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $2500, a oftetter of Cornmoncoment is required, RVC upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the awner) would be sornsone with notarized letter from owner acithodzing
OVER THE COUNTER PERMiTTING (copy of contract required)
Reroofs if shinales Cereal's Service Upgrades iVC Fences (Rot/Surveyll'antage)
Driveways -Not. over Counter if on public roadvormt-needs ROW
as -780 2c City of Zephyrhills Permit Application Fax-813®780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned unde star s ttaat this p ennot may be subject to "dead" restrictions" which may be nao,•e restrictive
than County regulations, The undersigned assum st repoinsrhll'sty for conlialant with any applicable deed restrictions.
UNLICENSED CONTRACTORS D CONTRACTOR Rat l� SIBILITi : If tit. owner has hired a contractor or contractors to undertake work, they
maybe redolent to be licensed in acctardano i with state and local regulations, lithe contractor is not licensed as required by krur bath the ,owrnerand
contractor may be cited for a misdemeanor violation under state lass. ifthe owner or intended contractor are uncertain as to what ilcaarsir qulrernaantc,
rnay apply for than intended work, they are advised to contact the Pasco Courry Building Inspection Division --Licensing tyrodion at 7 7v 4r. all ft
Furthermore, s tire owner has hired a contractor or contractors, he is advised to have the ontrackor(s) sign portions of the "contractor Black" of this
applications for which Ibay sell be responsible. if you, as the owner sign as the contractor, that may be an indication that he is not pro sty licensed and is
not entitled to pzerni311ting privileges In Pasco Cou€sty,
TRANSPORTAIPION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEE& That undersigned understands
that Transportation Ir aiaact Fees and Recourse recovery FoatimAy, apply to the € onstru thin of new buildings, change of use in existing buildings, or
expansion of existing buildings, as speciford in Pasco County Ordinance nunrlb r 89.07 and 90-07, as ronsindedr The undersigned also understands, that
such Fees, as may be due, will be Identified at the time of pzsnnitting, it is further understood that 'T Transportation impact Fees won Resource Recovery
Fees rust be paid price to rmseivfau7 a 'certificate of occupancy' or final glover release, If the ,prefect does not involve a certificate of occropincy or final
power release, the tees must be paid prior to permit lssuarrce, Furthermore, if Masco County stater,,16hone; Impact fees are due,, they mast be paid prior
to sren nit Issuance in accordance with applicators Pasco County ordinernsis,
CONSTPUCTION LIEN LA (Chapatar 713, Ronald Statutes, as arrreradfyt: if vabustion of walk is $2,604 ,00 or more, i certify that 1, the aspirant,
have beer, provided with a copy of the 'Florida Construction Lion Lew—Hame wn is Protection Guide"prepared by the Florida Department of
Agriculture and Consumer Affairs. If the appilkairs, is someone other than the "owner', i cortify that i have obtained a copy of the above described
document and proncae, in good faith to deliver it to bra 'owner' prior to commencement.
CONTRAC RI Sl NER' FIDAvtT, t certify that all the Information in this application is accurate and trial all work will on done in oompliance with
all applicable laws regulating constxuotion, zoning and land development, Application is denaby made to nation s permit to do work and installation he
indicated. I certify that no work or installation has commenced, prior to issuance, of a parmit and that al, aacirk will be performed to most standards of all
laws regulating construction, County and City codes, zoning regulations, and rand development regulations In the jur adis tion. i also certify that i
understand that the regulations of anther government agencies may apply to the intended work, and that it is tray responsibility, to identify arhat actions I
must take to be in compliance. Such agencies include but are not iirnitadtic
Department of Environmental Protection -Cypress Baayhetads, Wi band Areas anti Environmentally Sensitive
Lands„ Watergybastypeater Treatment.
F Southwest Florida later Management District -Wells, Cypress Ba heolds, Wegand Areas, Altering
Watercourses,
Army Corps ofEngineers- eawalis, Docks, Navigable Waterways,
m Department of Health & Rehabilitative ervices/Envfronmental Health Unit -hells, Wastewater Teeatrient,
Septic Tanks.
US Environmental Protectlof ,agency-Alabestos abatement.
Federal Aviation Authority-Runbl ays,
t understood that the foilerving restrictions apply to the use of till:
Use of fill is not aa0coved its Flood 7-one "V` unless expressly permitted,
If the fill material is to be used in Flood Zone "K, it is understood that a drainage plan addressing a
.compensating volume" will be subrrritted 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 `xA" in connection with a permitted building using stem wall
construction, i certify that fill will be used only to fit! the area within the ;Merl, wall,
If fill material is to be used in any area, I certify that use of such till will not adversely rafted 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, n, for lots less than one (1)
acre; which are elevated by fill, an engineered drainage plan is required.
f I am the AGENT FO THE OWNER, i promise in good faith to Inform the owner of the permitting conditions set forth in thet .affidavit prior to
commencing construction, I understand that a separate poncit may be n xtuired 1kc electrical work, plumbing, ins, sells, pools, air conditioning, gas, or
other installations ;rot specifically included in the application, A permit issued shall be construed to be a license to proceed with the work zany; not as
authority to violate, causal, alter, or set aside any ps,evtskom of the technical codes, nor shall issuance of a munct prevent the Building Official from
thereafter requiring a eaarrection of errors in plans, construction or violations of any codes. Every reamit issued shall become invalid unless the work
authorized by such plait is com nod within six months of perrsk purriance, or if work authorized by the perrrot is suspended or abandoned for a
and of sic (6) months after the time the work is commenced. An extension may be requested, ted, in writing, from the Building Official for a period not to
exceedninety (90) daps and will demonstrate ju tiflable cause for the extension, if work ova sea for ninety (90) consecutive days, the join is considered
abandoned,
WARNING TO OWNIM YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING ICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JU AT (F., t 17.Q)
OWNER OR AGENT
Subscribed and sworn to (a, sift mid, loaf e 2 e fP € wu w rat m ) 7 a h'
w o is?a a i 5 tlfktlar known to � nr has baps prcaduced �ko rat pem�raaPl � kn t me a has have p- ci€a be
rtifcaficn.
rf
w.. otarvPublic �ofevF rbrc
Commission No.m.e....,mm ..,.....................w._..�...�.�.......,�...,,... Commission No,�� � _ d .,.�.,......_�. ..._...�..,_...._.......�
Narfse cif F6i5 y typet3, p fec! cr sty sp a i _, .w .._. _.. .. 4grzie of oia y type d, it r! ar s po
y
Permit No, Parcel Its No
NOTICE OF COMMENCEMENT
State Of Florida County of
THE UNDERSIGNED hereby press notice that Imp ovementi writ made to certain real property, and In a with Chapter 713, Florida Statutes,
the follommg information I. providedin this Rage of om n
1. rlptionofPra y: Parcelident€fioat4onNo. it-26--21- 10-01 Q
Street Addreirv. 11 H T ET p Yft ! L 3
2. General Description of Improvement F
3. Owear Information or Lessee information If the Lease connected for the Improvement
HOLT JAYSCOTT& KERRY A
Name
Address City to
Interest In Property: or
Name of Fee Simple The : NlA
(If ' ersnt tom er is � g
Address Clty State
4, Contractor. iltJ dd RS1 ii T1 AfiE� 8T! 6 L�
DADE CITY FL 33523
City State
Contractors Telephone No.: 13
5. Surety: NiA
Name
Address sty to
Amount of Bond: $ Telephone No.:
6. LenderN!q
Name
Address C4 gii—e
Lendoes Telephone No.:
7. Persons within the $We of Florida designated by the owmer upon whom notices or other documents may be served as provided by
Section 713.1S(1)(a)(7), Florida Statutes:
Name
Address City to
Telephone Number of Designated Person:
8. In addition to himself, the ownerdesignat of
to reosive a copy of ftie 1-kroors Notice as provided in Section 713,13(1)(b), Florida fttutes.
Telephone Number of Person or En@Ity Designated byOmer:
p. Expiration date of Notice of Commencement (the expiration data may not be before the completion of construction and final payment to the
contractor, but Wit be one year from the data of recording calm a dftrent data is s lfied):
Under penalty of perjury, I declare that I haws read the totregoing optic, commencement and that the facts stated therein are true to the
of my knowiedp and bellef,
STATE OF FLORIDA
ure
as (type of authority, aq,. officer, trustee, attorney in fact)
Notary $Igriaturo
Type of Identilloation Produced Name (Print)
IBM!; III
+1f
l
r. y M t 7 11 Il I
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Florida Building Code Online
Submit Surcharge Stats & Facts Publications Contact Us ACTS Site Map Links Search
Product Approval
USER: Public User
d b
> Application Detall
FL #
FI-36904-R4
Application Type
Revision
Code Version
2020
Application Status
Approved
Product Manufacturer TH County Metals
Address/Phone/Email 301 SE 16th Street
Trenton, FL 32693
(352) 463-8400
testing otricountymetals.com
Authorized Signature Jason Klinkenberg
testing@tricountymetals.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Metal Roofing
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 Keystone Certifications, Inc,
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)
fuf5 RLAML g'j'2m1JtX'1Z
WM
ASTM B 117
2016
ASTM C794
2001
ASTM E1592
2005
ASTM G 155
2013
TAS 100
1995
TAS 110
2000
TAS 125
2003
UL 1897
2012
UL 580
2006
Equivalence of Product Standards
https:/.floridabuilding.org/pr/pr_appjtl,aspx?param=wGEVXQwtDqsjilxY3FEvd0uNXbp3xre5L8ce2q257ojLzfxZmGAe°/�2bA�/�3d�/�3d 1/2
EMEEM
Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
MMMznMG=
13MIMNEW11MUCH
12/17/2021
12/19/2021
12/23/2021
02/08/2022
04/15/2022
FL # Model, Number or Name
Description
36904.1 TCM-LOK, SS-LOK, MS-LOK, SV and
Non-structural metal roofing panels
Ultra Rib
Limits of Use
.. ............. ... .. ... ... — ...... . . .. .. .. -
Installation Instructions
Approved for use In HVHZ, No
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure* +0/-150
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
v iL ELI CS 9-QA-,, M" A I—T-C M0201,la-1 ) N_ED_r,,_EA MI e1,Wk_Qs?&,Cftng
r 0. C" KV UZ ladf
.. ..... ... . .... ... ... ..... . ...
Created by Independent Third Party: Yes
.. ....... . ..... .. . ... ..... .. .... .... .......... — ... . ............. .. .. ... ..... . ....... .... .
. .. .... ...... ..
36904,2 TCM-LOK, SS-LOK, MS-LOK, 5V and
. .....
Non-structural metal roofing panels for the HVHZ
Ultra Rib
....... ..........
. .
i Limits of Use
Installation Instructions
Approved for use in HVHZ. Yes
i Approved for use outside HVHZ-. No
By, Uz'Sj_0A1P&ff
Impact Resistant., N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: +0/-150
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
'Q -Yal -Akag
ffi&ZAGOLP&
Created by Independent Third Party: Yes
QUWAZ;
The State of Florida is an AA/EEO employer. Wk1ad§1A9=
Under Florida law, email addresses are public records. Sr 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 850.487A395. *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 emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, KS, please click
Product Approval Accepts.
MM W EEM
Credit Card
Safe
losl=
https://www.floridabuilding,orglprlpr_app_,dtl,aspx?param=wGEVXQwtDqsjilxY3FEvdOuNXbp3xre5L8ce2q257ojLzfxZmGAe%2bA%3d%3d 2/2
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: T i COUNTY METALS
301 SE 15`'' !street
Trenton, FL 32693
(8 7) 755-33 9
wvvw, t r i ttcttl r1,i�r��i .COM
Registry No. 29824
17520 Edinburgh err
Tampa, FL 33647
FLORIDA BUILDING CODE, 7 T" EDITION
Manufacturing Locations: tions: Trenton, FL
Quality Assurance: Keystone Cet"tificat€orrs, Inc, (QUA1 24)
Issued December 17, 2021
Category. Roofing
Subcategory. Metal Roofing
Code Edition: Florida Building Grade, 7th Edition (2020) High -Velocity Hurricane Zones (HVFI )
Cade Sections. 1518,9,1, 1523,11, 1523,&5, 1,523,13,5.2.4, 1521&5,2. .1
Properties. Wind Resistance
MIERMIRM
Entity
B e prt Nq,,
Standard
Year
Construction Materials Technologies (TST5878)
945T0002
AST � � 1
2Ci1£3
PRI Construction Materials Technologies (TST5878)
945T0004
ASTM t3 155
2013
PRI Construction Materials Technologies (TST5878)
1272"T0002
ASTM B 117
2016
TAS 110
2990
PRI Construction Materials Technologies (TnST5871)
12721'0003
ASTM B 117
201
TAS, 110
2000
PRI Construction Materials Technologies (TST5878)
12'72°i'0005
ASTM G 155
2013
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
127 Tt O06
ASTM G 155
2013
TAS 110
2000
PRI UonstrUCtiOn MaterialsTechnologies (TST5878)
1930T0001
TAS 125
2003
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies t € Tc t3F
1930T0002
TAS 125
2003
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (T T5878)
1930T0003
TAS 125
200
UL 580
2006
CJL 1897
2012
PRI Construction Materials Technologies (TST5878)
193OT'0 Tt14
TAS; 125
2003
UL 580
2006
UL 1897
2012
RI Construction Materials Technologies (TST5878)
1930T"0005
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
1930T0006
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
19301'099'
TAS 100
1995
F'11l Construction Materials Technologies hnologies (TST5878)
1930TC7t}08
TAS 100
199
F'ITi Construction MaterialsTechnologies (TST5878)
1930TOO10
ASTM 8 117
2016
TAS 110
2000
PRI Construction Matena4s Technologies (TST5878)
1930TOOl l
ATM c, 155
2013
TAS 110
2000
PRI Construction Materials Technologies (TCT5878)
19301`0013
TAS 125
2003
UL 580
2006
UL 1897
2012
1 Construction Materiais1rechnologies (TST5878)
1930T0015
TAS 125
2003
UL..580
2006
UL 1897
2012
TC M2i?C3d)" Ab FL %t904-R4 Facia (i f 1'
This evaluation report is provided for State of Florida product approval under Rule 51C32 •3, The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or duality assurance changes throughout the duration for which this report is valid:
This evaluation report does not express nor imply warrants, installation, recommended use, or ether product attributes that are not
specifically addressed herein.
TRI COUNTY METALS
CREEK
Metal
Roo ng (HVHZ)
y
TECHNICAI- SERVICES, LLC
entity
Ede
Standard
Year
PRI Construction Materials Technologies (TST5878)
1930TOO19
T-f[-F)8(T—
T60-6
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
19301 OO20
TAS 125
2003
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
1930TOO21
TAS 125
2003
UL 580
2006
UL 1897
2012
PIRI Construction Materials Technologies (TST5878)
1930TOO22
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
19301'0024
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
1930TOO25
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
1930T0027
TAS 125
2003
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
1930TOO28
ASTM C 794
2001
TCM20001,4b FL36904-R4 -ge T all
This evaluation repoq 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.
TCM20001.4b FL36904-R4 n F age 3 Lf 7
This evalrr t[ran report is -provided for State: of -Floridalproduct approval under Rule 61G20 , 'The manufacturer i shall Notify CREEK
Tee hnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is Mica.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein,
CREEK
TRI COUNTY METALS
A
Metal Roofing (HVHZ)
-,S TECHNICAL, SERV�CE_
1A_C
1.75 SS-LOK
Profile:
1.75 in, snap lock standing seam, Max, 16 in, coverage
Description:
Non-structural, snap lock standing seam roof panel
. .... .... ... .. ... ... ... .... . ..... .. ... ... .. .. .. . .... . ............ ... ... . ... . .... .. ... ...
Material:
Min, 0,040 in, ASTM B209, 3104 H22 aluminum coated with Fluropon@ (Fy mir"
25 ksi); Shall conform with FBC Section 1 507A.3
011,
c
L
1.5 MS-LOK
Profile:
1.5 in, mechanical seam; Max, 16 in. coverage
Description:
Non-structural, standing seam roof panel, 1800 double lock mechanical seam
Material:
Min, 24 ga, A792 AZ55 steel (Fy min. 50 ksi), Shall conform with FBC Section
0"it
M W
X 44'
1,4004
FCM20001,4b FI-36904-R4 Page 4 of 7
i1-11S 1--v—aluaflon —report is provided for State of —Florida —product a—pp—rov'a-lu—nder —Rule 6—IG20-3—the manufacturer shall notify CRET\
Technical Services, LLC of any product changes or quality assurance changes thr0Ugh0Ut the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended rise, or other product attributes that are not
specifically addressed herein,
T l COUNTY METALS
Metal Roofing (V )
Hai -LO Profile: in. n ech me i seam: Max, 1 in, coverage
.., ..c ......... _....
Description: Non-structural, through fistened roof panel
Material,
Min. 24 ga. A792 AZ50 steel (Fv = min, 50 ksi) hall conform with Fi b.= Section
1507.,
?
p'
zt `4:n
t
r P ., m>
t prc t R f in. ribs nt 1 in, r>:c.; in, coverage
�.. Non Description: ; -structural, t rough fastened r of panel
..............__......... ...... ... ... ... ............ . ... ... ......... .... .. ...__
Material: din. 26 ga. ASTM A653t, ASTIM A792 AZ50 steel coated with Fluropon@ or
Weather"L or A7 2 A755 steel (Fy m min. 50 or 80 ksi); or
Mir.. 0,032 in, ASTIVI B209, 3105 H22 aluminum coated with Fluropon@
(Fy = rnin i 7 ks), Shall conform with 1 1507A.3 Section
f7 a
gR.j�as,
s
L
TCM20001, b _ _ _ Ft_ 9 - _ of 7
This evaluation report is provided forState of�Flodda product approval under Role 1 Q- , The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for othich 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.
TM COUNT) METALS
Metal Roofing (HVHZ)
t ltr fib �4 11 3,4 in, ribs at in. o,c,, 33 in, coverage
_. _ r �... __.. _... .,
Description Non-structural. through fastened root panel
mate
ri 1. Min. 33 G , ASTM A653 G90, ASTIVI A792 A 50 steel coated with Flr.rojoon or
i'WeatherXL or A7 2 A w5 steel (Fy = min, 80 s ); Shall conform with FBC Section
15t�7.4.3
r
�
TCM20001 As _ FL36904- 4 _ Fag £ f 7
This ev;I i tion repor-t rs provided for State of Florida product approval under Rule 1G20-3, The manufacturer shall notify CREEK
Technical Services, LLG of any product charges or quality assurince € hanges 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.
T I COUNTY METAL
Metal Roofing (€ VHZ)
1, Fire classification is not within the scope of this evaluation,
2. he roof deck and the roof deck aftachrrrent information are, provided fused can teeing. F C requirements
for the rational design of the roof deck, including the attachment, are not within the scope of this
evaluation,
. Roof slope shall be 2:12 or greater,
4. Reroofing ng shall be in accordance with Section 521,
. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's
published application instructions, Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail,
. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20- .
COMPLIANCE STATEMENT
The products evaluated herein by Zachary P. Priest, P.E. have demonstrated compliance with the Florida Building
Code, tEdition (202) Haigh -Velocity Hurricane Zones (klVH) as evidenced in the referenced documents submitted
by the named manufacturer,
c
o 7 021
t
.TAT E 0 F
a
This item has been
digitally signed and
sealed by Zachaq, R.
Priest, PE, on 12117/2021
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies,
1 e1 .
17
r r
Zachary R, Priest, P E.
Florida Registration No. .17 21
Organization No, A E9 41
111111111%,
CERTIFICATION OF
CREEK Technical Services, CI.,C does not: have, rim, will it acquire, a financial interest in any coinpany rmnUfaciuring or distributing
products under this evaluation.
CREEK Services, LLC is not owned„operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. doe: not have, nor will acquire, a financial interest in any company manufacturing or vistributing products
under this evaluation,
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
1) APPENDIX A — Installation (t pages)
2) APPENDIX k Approved Roof Systems (4 pages)
2) APPENDIX C — Design hind Loads (d pages)
T lvl2t3001,4b F L,36904-R4 _ _ Page,f of 7
This evaluation report is provided for, State of Florida product approval under Rule 1 20-;3. The manufaetuter shall notify CREEK
Technical Semlices, L C of any product changes or quality assurance changes throughout the duration for which this report is va€id.
This evaluation report does not express nor imply warranty, installation, recommended use, or rather product attributes that are not
specifically addressed herein,
'FRI COUNTY METALS
CREEK Motal Roofing (HVHZ)
T 'HNICAL SERVICEss, LLC EC,
APPENDIX A
INSTALLATION
Note - Reber to the APFwovsFo ROOF SYSTgBis section of this repoitfc)rViecificiristall4ition detailsof a selected ystern.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Component Product
roduct
lEs�sllationDetai
101-1ancake�Type Al
Ll -.r—eW — — #10-9 Panc4)SdTMW'nv1
low profile head wood
screw
#10-9 Pandip MT`W low
profile head wood screw
Fasteners #9-15 Woodgrip Shall penetrate through the sheathing a minimum 3/8 in, Shall be corroslion
HWH wood screw with resistant in accordance with FBC section 1507AA.
sealing washer
#9-15 Evergrip
HWH wood screw with
1,se al, n g x,aahor
#,l2-8WoodghpXG
HWH wood screw with
sealing washer
18 gaSF 1-3/4 in, Snap Lock Clip, 1,875 in. tall with 175 in, base
(Bill
PI
1,75 in, SL Clip N
4x
15
(as, 2,
5)
1-1/2 in. I -piece expansion clip; 22 ga,vertical tab; 16 go. base: 4,5 in, long
Vertical Tab
Clips
1,5 in, ML Clip
Base
r,CM20001.4b FL36904-R4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK
"Fechnical 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.
am —
�rcu
Clips
— C ont'd 1 2 in. `raft Clip
m clip: 22 ga"a.vertrcal tab; 16 pa.
Vertical Tab
TRI COUNTY METALS
Metal Roofing FtV )
APPENDIX
Tite and Weatherrraaster Shall be applied in 1/ im- 5116 Ira, continuous beads on the rriaie sib along the
Sealants Metal Roof Seai�s�t seam
"This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK
Technical Services, L C of any product changes or gUality assurance changes throughout the duration for which this report is valid,
This evaluation report dos not express nor imply otananty, installation, recommended use, or other product attributes that are: not
specifically addressed herein,
tik TIDE COUNTY METALS
CREEK Metal Roofing (HVHZ)
S TECHNICAL,' iERVICES, LLC
APPENDIX A
n!r. Details
Attachment
318" bead Tfte&,nd 'Weath,,Mkister
Metal Roof Sealant
TCM�LOK
(1) #10-12 TYPE A PANCAKE
(1) HWH wood screw w/sealing washer
1211 '12"
5V
. . . . ........... . . .
At Pariet Lap
bstra)Rib
1---T 4-
41) HWH wood screw wiseallng washer
TCIV120001.4b FL36904-R4 ____ Laq e� 3 of 3
This evaluation repwl is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK
Technical Services, LLG 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 Lither product attributes that are not
specifically addressed herein.
CREEK
f TECHNICAL ter'R' J s, .nLC
APPROVED ROOF SYSTEMS
'FRI COUNTY METALS
Metal Roofing l v
APPENDIX
The followng notes shall be observedwhen using the assembly tables below,
1. Maximum Design Pressure txh ':t was calculated rasing a 2:1 margin of safety per FBC Section 1523.4.
2, refer to � ! mA �"€o t;s and r-4=os 3f this evaluation when using the table(s) below,
3, Reffer tc INSTALLATION, section of this report for installation detail vhen the information is not explicitly stated for the selected assembly.
4� The ran -center (a.c.) spacing riven is the maximum allowable at$achment spacing far the rated systern.
Underlayrsrent shall be installed in accordance with FBC requirements, The minimum underlayment shall be ASTM D 226, Type II installed as described
in FBC Section 1518,21 with flails and tin caps per 1517.5.
6, Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 1913 in, thick APA Span -Fated plyotood sheathing
c- wood plank at maximum 24 in. span for now constructions, Existing construction shall be the minimum ply -wood sheathing or wood plank thickness at
maximum 24 in, spar* as stated in the approval tables on follmvinr pares. In no case shall the attachmnt be less than 8d ring shank hails :paced 6 in.
o,c.
Approved Systems for "" over Wood Deck (New or Existing)
Aso m
Deck
Fire Barrier
Underlayment
Roof Panel
Panel Attachment
���
o,
f �tsf}
TC -LOK attachment with 10-12 Pancake Tile A
Lc7K-WAI-
i lin. 15132
OPTIONAL
� .
As required per FBC
� �
than, 0.032 Al T M-LOK 1 im
scr, vas spaced 5-114 sn o c
�
-1 0
DX plywood
Approved fire rsamer
1 in, coverage
Seam Sealant (see tNTALLT90N furi;st or
allsoci sle pr-srlaur2z) applied to .male rib,
a
TCM,LO attachment with 10r2 Pancake Type A
��yK,/ 2ry
L+Jtk"'Y ^&,
ears, 1513
OPTIONAL
{{ d�{ B
t'7:.a required per i`i.
Min, 24 a -I-Cf -LCK 1, n
aq
screws spaced 5-1f4 in. o.c.
$y��4.
.¢ 2
"' S L,..
x^y i{4t
q�x i.Fx plywood
g� i
� �a�als?ria{�d SF#e barrier
r� rr�$. coverage (
{: j ?, y�¢3„ g y
��iz 4%�.r£���i�t q,a7.i iF'xit�r.� a.Ja.�:LJS"� �i�?� l�-�'i 4'�.Y
aflovjable products" applied to male rats.
�"C M-L f, attachmers vista #10$2 Pancake s ype A
714215
LEAK4,14-,
"grin 5132
OPTIONAL
�
l As required per r,�C
gigs. 24 go, TC -LQ ; in,
sure spaced 5-114 €n n
C x pryv ood
Approved fire barrier
13 in. coverage
Seam Sealant (see INSTALLATION IN for list of
allowable products) applied to male nb, �
T sCM200 1,4 FL3 04- 4 Pape ? of 4
This evaluation report is provided for State of Florida product approval ;ender Rule 61%20-3. 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 mpy warranty, installation, recommended use; or other
product attributes that are not specificafl�y addressed herein.
T RI COUNTY MET ALS
CREEK
Metal Roofing ( )
APPENDIX
Approved Systems for Min. 0.040 Al 1.76 SS-LOK over Wood Deck (New or Existing)
System
No,
k
Fire Bar#,er rr rl yrr�et € of Pe
�
l�arrelAttachment M, ,
phi
Min. 15f32
Min.. 9,049 A9 1,75 -LOK
'.T5 nSClips spaced 15 =t�. ocat thepipet se m,
SSLOK=VV_3
1 plywood od
_ As, required per F C �
1 ?Sl coverage
,secured With two (2) 13-5 andisp �� i � low � -90
& gg � g
profile head per clip
.�s
than. 15132
thin, 0.040 , 1,75 S-L OK
1.75 �. SL Clips spaced 5 in, rs r. at the roamer seam
LEE1�-�
yy pp
p#y rxiO l
s r r1 xired perFBt q
3 in,coverage
t f
secured th rL 1pp9 anc?s= t T ask l> ro - tl3.Pt\
profile head screws per clip
Approved Systems for Min. 24 go. MS-LOK over Wood Deck (New orExisting)
No,em
Deck
Fire Barrier s raderlayrnent
Roof Panel
Panel Attachment
(Psi
a2
^vin,
Min. f 5/32
Mim 24 na 2 M L€3K
it ML Clips spaced o,c, at the parrel seams
secured th two (2) 1 n 9 x min, 1, in, andip MTVV
f1"#s�>L Kw 1/4i
gg
required per t t ..
d
^1� ,2
�^.�^
b iab.,Fs�t l3l*y�r£s�d
1 Ei,� }�. �iz^�leraprw=
i Panels #
dC'3tfi} rtrC�7lle sE'�"E;''t,fi per ��p� S-�i"!C.'f� ?�';�"w'he�-,3.�i1%.'t.�y
seamed with 1 9' double; loci, �
2 it ML Clips spaced R in, o.c at ffie panel seam
IASt
r - V-2
Min, 1513
his required per Lit
ire, 24 2 Pd-
min `[LOK secured with tsto (2) 10 9 x 5 ram,, Pandip MT'VV
m22tt
CD plywood
18,15 in, c%aue,rae
low profile scream per clip -,ail Par=els echanic
seamed Wth 1 89' double lock
1,5 in L Clips spaced 16 in, o at the panel seam
��ry 'VV
vt�:✓ i^VN^r�s.
Min, 15i32
p C
:"� �s.��5��.'� �j�s � C.a
Min, 24 ga. 1.5 MS-LOK
secured With two (2) #f1t} 9 x min,1.5 n, Pa clip MT l:-120]
Or-�X'�/pgq_P^t'�'
vL£li ply+ad
6�++tgo�{C;'li
1L3 :ra. vra�ers�?��"
l
YJ�r'A rxeF�14 ��, eads per clip., ��Y�*eta 3'i�Fy^..i'�C�24i7��1k
learned -Wth 180' double lock
Approved Systems for 26 ga. 5V Crimpover Wood Deck (Neap or Existing)
Systeml MP
��. DeckFire Barrier rnd�ye?�t ca;'atPanel � Panel Attachment ( SO
Crimp
5
Min, 25 a., Grade f
1€r�, 113 OPTIONAL � 2 5L at"a�`nrrrer�t with #fis25'1Voctdrtp sores�s �i,
5V-- 2VV-1 required pt1 .S mp � - .2
CFX plywood Approved fire o rrler As reer o a? r rasl ers spaced 1 in,.,
24 in. coracle ,-
TCM20001,4b _ _ _ _ _ FL3 904_R4 F arse 2 of 4
This evaluation reports provided for State, ofFlorida product approval lacier Rule 51G2€1-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration fof which this report is valid. This evaluation report dries not express :for imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein,
CREEK
Metal Roofing Z)
A 003=fJn1Y
Approved Systems for,26 ga. 6V Crimpover Wood Deck (New or Existing)
System
�
OP
Lent �
No,3
Deck
Fire Barrier
derlay enr
Roof Panel
Panel Attachment
�... (Ps
Md n, 15132
OPTIONAs_
Min, 26 go. , Grade 80
5V attachment v th � 1s� oodgrip car 12--8
5WE34 V-2
�L} piywood
Approved fire barrier24
As required per FBG
5V Crimp
Wood rip X screws errs sealing washers spaced - 0
in. coverage
12 i, oz. _..
5£1- _
n. £I JC.
Mi§ p32
As required per % C
Min, 25 s., Grade 5ti
Crimp
V/ u. # � l d X h
W Gi #,tr`iµ."s�ifL�' f"t �i PY �#2�u ?J'kKki�i"r�z} J%E3 �S`C:a�t�'J �*FS�ttt
� -151.25
DX ply tad
24 i vetage
sealing washers spaced 12 are. o,c.
15ttroo2ae
Min, 25 ga,; Grade 50
5V attachment with 9-15 Aloodgrip or #12-3
V-S N 4
X DX ,
plywood
µ
As required per C
5V Crimp
'Al , oodgrip screws, with sealing washers spaced -1
24 in, coverage
6 in. o.c.
f0im 1 t32
OPTIONAL IONAL
�
As required per r G
in, 2 ga, ..Grade 3J
V Cramx
5 atfact�me t th 12-8 ` oodgrip XG sc;.ewa v th
120
L3X wood
plywood
Approved fare barrier
f p
sealing washers spaced 9in, o.c,
g
24 in. cowerage
�
Mi 25 Grade 80
5 th 2_15 Woodgrsp or 12_8
Min.
OPTIONAL
, ga
attachment w
l ywovreAs
�* plywood
0���tr��f,*£as fi€�' ar?3�,'r '.
re uired per FBC
s�'
ft1 Crimp
i%
t< ood rip X screws with sealing washers sparedD-1
. ;� ` $�
24 in, coverage
5 in, ox,
Approved Systems for 0.032 At 5V Crimp over Wood Deck (New or Existing)
System Dec Battens Fire Barrier
Underlays ent i
Roof panel
Panel Attar�h ment
M rllp
o; (Note 5)
(
§i 2. 3 l32OPTIONAL.
Min, '3.g 2 5'r rani t
5V a €aG<'ment -oAth J- Everg6p
5V-A1VV-1
DX plywood Approved fire barrier �
As required per Film
24 in, coverage
acre ` voth sealing washers spaced
-1 7,5
g in. o.c.
Min. 15/32 OPTIONAL
1 ? 1= 3.2
As "sred FBC
Ilan, p_g3� AI 5V Crimp
r gp
screvrs mAth sealing washers spaced
s �p�
^150
-
DX plywood Approved fire barrier
r g per
24 in, coverage
�
in. Cs.C,
'I gj M200 t. Sa
FL36904-R4
Page 3 of 4
This evaluation report is provided for Mate of Florida product approval under"
Rule 61 20-3, The manufacturer
shall notify CREEK Technical ervi es, LLL of any product
changes or
quality assurance changes throughout the dursatson for vkiicti this repofE is valid, This evaluation repot does not express nor imply warranty, installation, recommended use, or other
product aftntrules that are not spdcficalty addressed herein,
.......... TRI COUNI-Y MET, ALS
CREEK Metal Roofing (HVHZ)
TECHNIC--ALBERM CAA LLC
APPENDIX B
Approved Systems for Uttra Rib over Wood Deck (New or Existing)
system Deck Fire. Barrier Undedayment Roof Panel Panel Altachment AW, D P
No. (iosp,
R1,9J,01-1 Nfin, 15/32 OPTIONAL red Min, 26 ga, Uftra Rib Ultra Rib aftachrneP4 voth #12--li'Woodgrip XG -1%25
DX plystood I Approved fire barrier As requiper EEC 36 in, coverage screws spaced 24 in. o.c
I --
RIB-01-2 Min. 15/32 OPflONJAL pWn. 26 ga. Ultra Rib Ultra Rib attachment vat #9-15 Woodgrip scremis
(,',DX pirnmood Approved fire harder As required er EEC 36 in. coverage spaced 12 in, o.c -135
TCM20001,4b FL36904-R4 Page 4 of 4
This evaWation report is provided for State of Florida product. approval under Rule 61G20-3, The Ynanufactwer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughoLd the duration for -oArich this report is solid, This evaluation report does not express nor imply warranty, installation, recommended use, of other
product affribudes that are not specifically addressed herein,
CRTRI COUNTY METALS
EEK Metal Roofing (HVHZ)
d"
HCAL SER VICES., LLC TECHN - APPENDIX C
DESIGN WIND LOADS
The follcW.ng tables provide design wind loads for, component-, and cladding in accordance with, Section 1620 of the FBC and ASCE 7-16 under the foficnp4ng
provisions:
I , Wind speeds for riisk gate gdry 1, 111 111, and IV buildings shall be as defined in Section 1620of the FBC,
2, Exposure C and D shall be as defined in section 1620 of the FBC,
3, Design wind load provided onlyfor gable/hip roofspithroof slopes between Z 12 and 61:12
4, All calculations are based on an effective wind area of 1 0-ft2 or less.
5, Topographic factors such as escarpments or hills have been excluded from the analysis
6, Overhangs have been excluded from the analysis.
7, Wind directionality factor, K.�,, = 0,85
8, Design mind loads are calculated using Pwd = 06P,ft.
9.. Zone 2 is inclusive of Zone 2e, Zone 2n, and Zone 2r
10, Zone 3 is inclusive of one 3e and Zone 3r
11, Projects oAth mean roof heights greater than 60-ft shall be evaluated by a licensed design professional
12 Zones 1, 2, and 3 shall be defined as shown below, Dimension "a" shall be 10% of the least horizontal dimension or (0A x Mean Roof Height), whichever
is smaller, but not less than either 4% of the least horizontal dimension or aft
Gable Hip
2
21
2 2 1
2
3 i
2
a
a
IN
TCM20001,4b FL36904-R4 Page I of 3
This evaluation report is provided for StatIR of Florida product approval under Rule 61G20-3. The manufactwer, shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the durationfor Which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attribWes that are, not specifically addressed herein.
CREEK
TRI Cfit
-rY METAL
Metal Roofing (HVHZ)
' " cHNICA , SERVICES, LLC
APPENDIX
Gable/Hip Roafs in Exposure C in Miami -Dade & Broward C (Roof slopes between 2.12 and 12:12)
Basic aad ,rr£}
Me an €tF
Building Type Zone
bask � I
Risk Cast I
€bask Gat iE
ask f `a= $a
k ask a as lll, IV Risk €00,0=I
165
17€3 1175
16
5r
26
_ 2,3
69,7
74 av
75,5
-83'0
5
25
_55,1
i a2.s3
-77 3
-7r1,9
?
86 7
-92-6
1 30
49
57,.9
72.0
7 .9
-3E0.6
-
80_..__._ _._
£05 5
8 ,4
99 7
'
�
90
95 9
I
9 5
192,4
�a
50
75,5
� 4.5
E
-59.7
95,9
1 C06.5
���-?11.3
u7.3
0
--783
-57.5
-93,0
9&5
j
-104.2
20
_909
� - -191.7
-108,0 1
114,4'
j
-121,1
--129.3
25 9 5 _
-166.3
.........._. '
-112,8
f 19 5
'
126,5
135 u
Enca>sedl 30
99.6.
1103,3
-117.5
124.6
3. 1
..14 .sr�
J
Partially Open 40
__
105,1
..�._._�,.
__. 11I6
}`
-124.€ -0 -
132.2
,3;a,9
-149,4
53
-1`0�0.1
-123,2
i10,8
-138,5
14&6
_156.6
66_
-114,2
_127,7
_135.6
-143,7�
-152,}
-162.3T
_ 25
112,93
_........____,„......._.�
.1g2�53.3y
-134,1
,
-14,2jA
..
-
1[50,3
_
--k160,53
3i3
tf7.i
4,.2f!
-
-k.la'Z.�J
1'TU.1
3
-
F56,7�
-i67,3
_ 43
-a24.9
.,�..�._.
139.7
143.3-
,_...__ (
_1u7.2
165.E
6
135 9
I 146 5
155.5-164.1
174
q€7i.
fi 5
500
^1,.1.P
'"1ei i,lY
i`
'"fie `si 1,2 i
$
�
.1.._
9
20
_.. 25
-72.9
76 2
-85.2
-90.4� £
-91.01
�5.5
797.1
191.4
- 1 03,,7
133,3
30
1
� 79,4 _83.3 _---
-94,3 s
-99.
�
105,7
- a12,9
403'�
-94.3
i
„si15.1 �
-106,0
112:22
i
-119.£t
50
�g}4tF3
-88' 3
-98, ,)
�
- 3t 44 9 f
_ a i i. 5
3
- 3 i fp,6
- g125.5
60
-91.6
-102.4
-13t3,7
-915.2
i
121.9
-13 ,2
21
25
1 1,5
10vc.t3
-11. ,rs
_- -11&6
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- 203 fi
-#2s �
_ 127
�334
�
-135.2
41.2
; �
-r44,3
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Enclosed 4()
5
A 17.,
123.7
~ 131.2 -
9 31 3
-139,3
139,1
-147,6
_
147.2
6
-157,t m
-166,8
59
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-145,f1
-154.7
163.7 -�
-174,8
66
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I -142.6
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-i60 4
-169.7
1,2
_ _201
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# -1 _ ,5
._._.,..
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1
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-__,___.. .....,.... 30
�._..�-.�,.W.,.,
_.... ..._
..._,,.._.,..,.y....,
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..,._y..,....,._.,..-.....,..,,,..,...,_...,,.
„y7.1
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6
_149.t7
3 i5.7
-1?. i
-1t37.5
195,4211.5
TCM20 001.4b
L36904-R4
Page 2 of 2
This evaluation report. is pruv€deco for State of Florida product
approval under
Rule 61 23-3, The manufacturer shall na lfify CREEK
Technical
Srenhoes, LLC cif
nary product
changes or
quality assurance changes throughout the duration for which
this report is valid. This evaluation
report aloes not express not
imply warranty,
installation,
recommended
use, or other
product af?r butes that are not specificafly addressed herem,
T R1 COUNTY Y METALS
CREEK
Metal Roofing £HVH
APPENDIX
Gable/Hip Roofs in Exposure D in Wand -Dade & BrowardCount (Roof slopes between 2:12 and 12:12)
Building Type :t€'€�?
Mean s
€€� C'�
sz"a� �
$.�i�; :£iei$
a�C§�i �a
Risk Cat 111, IV .9::v� Cat 1°&1, 1'.f
Height � f
sw7�y'
16k5;
iL#
37J
1430
186
20
25
-- Try €t
t{s
6 9
g
,063
._.. }
ry
_.._� ,. ..�
V 3
; 6
_..w.
3
J'V, -_-...
"tA av
s'3 i,`§
"3V
S
# J
F-
} ...514,2
_.._
_
_
40
-84.a i
-94.5
}
_ 56.
1 .5
-1201
50
-88,
8.4
-10-4.5
-11 .7
117.1
_ _ -125-1
66
4,17
-101,5
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TCN120001,4b
FL36604-R4
Page 3 of 3
This evaluation repot is provided for State of Florida product
aE ; vat under bole 6 tG-90-3, flee rnanufacturer shall notify CREEK
Technical
Services, LLC
of any produd changes or
quality assurance changes throughout the duration for. ich
this repod is valid. This
evaluation
report dries rgat express nor
imply vrarranty, installation, re-orn. vended use, or atrier
product attributes that are not specifically addressed herein,
1/28122, 2: 10 Plal Florida Building Code Online
sy�tix
sx1S s x l£ `i `S, y
�4�5 � �'�a �x`Z?�.�iS ., ez S1 � � s i `x S. > s, `isFeu. `:•:S x S x xr S a\ S. l s i `? s vj
SCIS Nome Log In User Registration - Hot Topics Submit Surcharge stats Facts Publications s Conrad Us BCIS Site Map ; Links Search ;
btt,�
;S
` Product Approval
`' Tr USER: Public user
> Application Detail
a, 01\i\\\e'l�`, lZk,,ON:
E '1
5} 59 R!!ppd
.�'c ?,,1
Application 'Type
Revision
Code Version
2020
Application Status
Approved
ComirruInts
Archived
Product Manufacturer
POLYGLASS USA
Addres ; Phorrel rnall
1.:111 W, Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
rna#pert@ pply iass.com
Authorized Signature
Maury Alpert
rrla6pe§rto polyglassx0rtt
Technical Representative
TECH REP
Address, Phone/Ennail
1111 Guest Newport Center `rive
Deerfield each, FL 3442
(866) 62- tt'17
uspolyg la ste h nlcalO polyglass. corn
Quality Assurance Representative
QA PEP
A Idress/Phone/Ennall
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(888) 410-137
uspolroglassbechnical y
Category Roofing
Subcategory Underlaynnents
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Repo - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert pherninen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LL.0
Quality Assurance. Contract Expiration Date
12/23/2023
Validated By
John W, Kneze=vich, PE
Validation Checkiist - Hardcopy Received
Certificate of Independence
El,�9_wl � : _�wt3l_ �t1l.�m t�� C c}TIIL F [N p:,(
Referenced Standard and Year (oaf Standard)
. l d'„
ar
ASTM D1970
2015
A TM D226
2009
A TM D429
2€ 11
ASTASTM D6163
2015
At TM tD.6164
2011
ASTM D6222
2011
ASTASTMI D6509
2015
https:llw ,florldabuilding.orglprlpt_„appjtl.aspx'?par,im=w VQu' tDgvbSgA p3 r€c2v %2fegOiipnpq1 r% bkLJVy rL p € Mi ,4g% 3d% d 1/
1/28/22, 2:10 PM Florida Building Code Online
FM 4474 2011
FRSAITRI, Sixth Edition 2018
TAS 103 2020
UL 1897 2015
Equivalence, of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Malidated
Date Pending FBC Approval
Date Approved
Date Revised
Surnmary of Products
10/15/2021
IQ/1�/2021
10/20/2021
12/15/2021
12/2Q/2021
FL # Model, Number or Name Description
5259.1 Polyglass Roof Underitityrrients Polyglass roof underlayments for use in FBC HVHZ jurisdictions.
(HVHZ)
Linnits of Use
Approved for use In HVHZ, Yes
Approved for use outside HVHZ. No
Impact Resistant: N/A
Design Pressurw N/A
Other, Refer to ER Section 5 for Urnits of Use,
Installation Instructions
Rit A I'M, -1521)v
RaLWAHZILPIff
Verified By. Robert elierninen PE-59166
Created by Independent Third Party. Yes
Evaluation Reports
Created by Independent Third Party: Yes
5259,2 Potyglass, Roof Underlayrnents Polyglass roof underlayments, for use in FBC non-HVHZ jurisdi(tions.
(non-HVHZ)
Limits of Use
Approved for use in HVHZ- No
Approved for use outside HVHZ,, Yes
Impact Resistant., N/A
Design Pressure, +N/A/-622.5
Other: 1,) The design pressure, in this application
relates to one particular underlayment system for
use in the roof systems. Refer to ER Section 5.8 for,
other systems and associated maximum design
pressures, 2,) Refer to ER Section 5 for other limits
of use
Installation Instructions
Verified By: Robert alierninen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
LUIZ a Q 2 52:�
R3A-01)-9A1:H0Z11 P"d-f
Created by Independent Third Party: Yes
--J
QaMd.V—, :! awAL§W:—W;1�4
The State of Honda Is an AAJEE0 employer, QPYh9hL?,,QQL-9Q1= do- FladdI, !; ftissos =ifalgi :; ArLj§sbfHie,% ��it B j a=%Cl;
,jiard
Under Flodder law, email addresses are public records, It you do not want your e,mall addressreleased in response to a public-mairds request, do not send dieCromic
mail to Oils entity. Instead, contact the office by phone or by ticidivional mall, If you have any questions, please contact 850,487,1395, *Pursuant to Sect -ion 455.275(l),
Florida Statute5, effective OdnAcer 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addrevs Ifthey have one, The ernails
provided may tie used for of Lommunication with the licansye, However email addresses are public record. If you do not wish to supply a persona} address, please
provide the Department with an email address which can be made available to the public, To de.tLrmine if you are a licensee under Chapter 455, FS., please stick jham.
Product Approvall ACCeptsli
M W] W1 El E
Credit Card
safe,
go==
https,//www,floridabuilding,org/pr/pr ,3pp,,,,dtl,aspx?param=wGEVXowtDqvbSqAaZp3Crk2vS%2feqOlipnpqW%2bkUV7Sr8XLdpO6Mv4g%3d%3d j 2/2
(04 Nrwo I etc.
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 71h 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
?MP_9qY
Standard
Year
RAS 115, TAS 110
Material standard
ASTM D226
2009
TAS11O
Material Standard
ASTVI D1970
2015
TAS11O
Material standard
TAS 103
2020
TAS110
Material standard
ASTM D6163
2015
T11S11O
Material standard
ASTM D6164
2011
TAS tat;
Material standard
ASTM D6222
2011
TAS 110
Accelerated Weathering
ASTM D4798
2011
9-nOty
LxarqLingtiopl
ftefepe_ncq
pAt-q
9-n0v
9wM_0'qaK'QD
ffe-ferenO
Nal-te
ERD (TST 6049)
TAS 114n)
11757MM-1
8/13/2001
NEMO (IST 6049)
ASTM D1623, TAS 103
45-ICP-18001,07,18-R1
7/23/2018
ERD (TST 60,49)
TAS 114(C)
P1740M,07
1/4/2007
NEMO (TST 6049)
ASTM D6163
45-PLYG-18-002,O1A9-A
1/24/2019
ERD (TST 6049)
ASTM 01623,14-S 103
P110130AL09-1
11/30/2009
NEMO (TST 6049)
ASTM 06222
45-PLY& 18-002,05A9-C
5/20/2019
ERD (TST 6049)
TAS 117(B) / TAS 114(C)
P11030,11,09-2
11/30/2009
NEMO (T51 6049)
TAS 103
4S-PLYG-18-004JOJ9-G
10/8/2019
ERD (TST 6049)
ASTM D4977 / TAS 103
P11030AL093
11/30/2009
NEMO (TST 6049)
TAS 103
4S-PLYG- 18-004,10.19-1
IQ/812019
ERD M. T 6049)
ASTM 01970, D4798
P37300,10,11
10/19/2011
NEMO (TST 6049)
TAS 103
4S -PLYO-18-004J0A9-L
10/9/2019
ERD (TST 6049)
TAS 103
P40390M,12-1
8/6/2012
NEMO (IST 6049)
TAS 103
44-PLYG-18-004,12,194
12/18/20-19
ERD (TST 6049)
ASTM D1623, TAS 103
P40390,08AZ 2
8/7/2012
NEMO (TST 6049)
TAS 103
4J-PLYG-19-,SSUDL-02,A
1/2/2020
ERD (M 6049)
ASTM 01623, TAS 103
C41420MA2-3
9/11/2012
MEMO (TST 6049)
ASTM D1970, D4799
4S-PLYG-18,004.01.20.H
1/14/2020
ERD (TST 6049)
AST M D6509
1`37590,0313-1-RI
2/5/2013
NEMO (TST 6049)
ASTM D1970, D4798
4S-PLYG-18-,D04.OL20,K
1/14/2020
ERD (TST 6049)
TAS 114(J)
P39680,03,13
3/4/2013
MEMO (TST6049)
TAS 103 (tile slippage)
4S-PLYG- IS004,01.20A
1/16/2020
ERD (TST 6049)
ASTM D6164
P37590M,13-3A
3/6/2013
NEMOTST 6049)
ASTM D6164
4S-PLYG-18-004M,20,B
1/16/2020
ERD (TST 6049)
ASTM D61,64
1`37590.07,13-1
7/2/2013
NVAO (TST 6049)
TAS 103
PLYG-SC15855.05.20A
5/29/2020
ERD (TST 6049)
ASTM D4601
P45940MA3
9/4/2013
NEMO OST 6049)
MAS 103
4:1-PLYG-20-SSUDL-01
7/6/2020
ERD (TST 6049)
ASTM D1623, TAS 103
P45270M,14
5/12/2014
NEMO (TST 6049)
ASTM D6222
4q-PLYG-,19-SSM8R-05,A
7/23/2020
ERD (TST 6049)
ASTM D1623, TAS 103
6020M,14-6
918/2014
NEMO (TST 6049)
ASTM D4798, D1623
4)-PLYG-19-SSUDL-05,A
9/10/2020
ERD (TST 6049)
TAS103
P44360A0,14-111
10/' 7/2014
NEMO (TST 6049)
ASTM D1970
4j-PLYG-20-SSUDLO5,A
9/30/2020
ERD (TST 6049)
ASTM D1970, D4798
P43290J0,14
10/1712014
NEMO (TST 6049)
TAS 103
4j-PLYG-20-SSUD1,O5,C
9/30/2020
ERD (TST 6049)
TAS 114(J)
P39680,0313
3/4/2013
NEMO (TST 6,149)
TAS 103
4j-P1_YG-20-SSUDL-11,A
10/21/2020
ERD (TST 6049)
ASTM D1970,D4798
PILYG-SC10130.06,16-1
6;127/2016
NENIO (TST 6G49)
ASTM D1970,04798
4$-PLYG-18-004A2A9,D
10j,"27/2020
ERD (TST 6049)
ASTM D1623, TAS 103
PLYG-SC10130.06,16-2
6/27/2016
NFMO (TST 60,49)
ASTM D1623, TAS 103
4p-lCP20,SSLAP-01.A
12/1512020
ERD (TST 6049)
TAS 103
PLYG-X10130.06,16-3
6/27/2016
NEMO (TST 6049)
ASTM D4798, D1623
4'4 P L W, 2 0, S S k, 1� "', !,,, 1, �3, A
031,)2/2021
ERD (TST 6049)
TAS 103 (ole slippage)
PLYG-5C13040.12.1.6
12/27/2016
NEMO (TST 6049)
ASTM_ D1623JAS 103
4p,K1",, 210 SSUOL 031
03/04/2021
ERD (TST 6049)
TAS 103 (tile slippage)
PLYG-SC12115,08,17
8/8/2017
NEMO (TST 6049)
ASTM D1623, TAS 103
4i aI,, 2`0 SSUiA 0A
04/07/2021
ERD (TST 6049)
TAS 103
PLYG-SC13035,08,17
10/31/2017
UL (QUA9625)
QualityControl
St nfice Confirtriation (FL)
09/13/2018
NEMO (TST 6049)
ASTM D1970
4-PLYG48-004,0118
3/29/2018
UL (QUA96251
Quality Control
Service Confirmation (TX)
11/07/2019
UL (QUA96251
Quality Control
Florida 8CIS
Current
INEMO ETC, LLC, Evaluation Report 3m-PLYG-20-F8CER.A-R2
Certificate ofAuthorization 7732455 71" EDMON (2020) FBC HVHZ EVALUATION 3L5259-R34 (HINK)
PoNglass Roof Undeflayments Revision 2. 10/15/2021
Page 2 of 11
Certificate oj"Authorikation #32455
353 Christian Street, Unit #13
Oxford, CT 06478
ON (203) 262-9245
EVAILLIATE Tr,'s"r coikistn"'r
Polyglass USA, Inc.
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330
Evaluation Report
FL}fit 59-R34 (HVHZ)
Date of Issuance. 12/21/2020
Revision 2: 10/15/2021
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida, The documentation submitted has been reviewed by Robert Nierein en, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 7 1h Edition (2020) Florida Building Code, High VelocltV
Hurricane Zone sections noted herein,
F-D-E-SC-RIPTIO-N: —PolVgIa—ss R—oof —Unde—rlaVm—ents, —for use'-In--FBC —HVHZ J'u—r—isd—lctlons
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein
and FBC 150701,1
CONTINUED COMPLIANCE: This Evaluation Report, is valid until such time as the named product(s) changes, the referenced Quality
Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of
our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s),
the Quality Assurance or the production facifity location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO Evaluated" may be displayed in
advertising literature, If any portion of the Evaluation Report is displayed, then it shall be done in its entirety,
INSPEL-WN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This Evaluation Report consists of pages I through 11,
Prepared by:
S
Robert J.M. Niemdry en, P.E. The facsimile seal appearing was authorized by Robert Alleminen, P.E,
e lectronically signed S/2021, This does nots e.rveasan
Florida Registration No, 59166, rickrida D("'A ANE1984 on,10/1.
document.
CERTINCATION OF INDEPMENCE-;
1- NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing
products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates,
1 Robert Nleminen, P.E. does not have nor will acquire, a financial interest in any company rnanufacturing or distributing products for which the
evaluation reports are being issued,
4, Robert Nleminen, P,E, does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.
5, This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on
which this Evaluation Report, or previous versions thereof, is/ used for permitting or design guidance unless retained specifically for that
purpose.
02019 NEMO ETC, LLC
(04 NEMO I etc.,
-5 . 5 Polyglass 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.
56 AlllswaWe Ro Roof Cover,
TAsLe 1� RooF COVER OPTIONS
MS 110010), TAS 11OLS11),
P8C Section: RAS 133 rAS 110(S11) RAS 130
AS115RAS 118,119 & 120
Asphalt Clay and Concrete Tile Slate or Slate- -1 j
UnderlaVrnent Mecha Metal Wood
Yes _` F':"t_';`_F'"d t-ese"' Yes Yes Yes —
Shingles Type Shingles
Elastobase V (Alternate to (as Base Sheet, (as Base Sheet., (Alternate to (Alternate to (Alternate to
D126, Type 11) See 5,8) See SA) D226, Type 11) D226, Type 11) D226, Type 11)
Yes Yes Yes Yes Yes Yes
Elastobase P (Alternate to (as Base Sheet, (as Base Sheet, (Alternate to (Alternateto (Alternate to
D226,Type ll) see 5,8) See 5.8) D226, Type 11) D226, Type. 11) D226, Type 11)
Yes
Elastoflex S6 G No Yes No No No
(See 5,)
lastofiev SG FR __je No Noo '- N o N N o
E6
Polyflex G N o Yes Yes No No No
(See 5,6.1)
Polyflex G FIR No I Yes No No No
Polyflex SA P No Yes Yes No No No
(See6,1)
Polyflex SA P FR No Yes--- No No
Polystick IR-Xe Yes No No No Yes Yes
Polystick MTS Plus Yes Yes p No Yes Yes Yes
Polystick TU Max No Yes Yes Yes No Yes
(See s?)
Polystick TU P Yes No No No Yes
Polystick TU Plus Yess Yes Yes Yes Yes Yes
Polystick XFR Yesk Yes No Yes
5,6A Adhesive -set tile is limited to use of the following and erlayment / tile -adhesive combinations,,
TABLE 1A: ALLOWABLE UNDERLAYMENT TiLE-ADNESIVE COMBINATiONS'
I Underlayment Adhesive Florida Product
Approval
Polystick TU Max, Polystick TU P or Polystick TU Pius DAP Foam "Touch 'n Seal NOA 21-0420r 01
Sturm and Roof Tile Adhesive"
Polystick TU Max or Polystick TU Plus Dupont "Tile Bondlm Roof Tile FL22525 and
Adhesive" NOA 20-121401
Elastoflex S6 G, Polyflex G, Polyflex SA P, Polystick TU Max, Polystick TU P 1CP Adhesives and Sealants NOA 20-1124,07
or Polystick TU Plus "PolysetO AH-160"
I iCP Adhesives and Sealants
Polystick TU Max, Polystick TU P or Polystick TU Plus 1 -" NOA 20-0202,07_,__l
"Polyset's RTA 1
-1 Refer to Tile Manufacturer's or Adhesive Manufactureirs Florida Product Approvalfor Overcoming Mornent Resistance Performance,
N0010 ETC, LLC, Evaluation Report 3m-PLYG-20-FBCER.A-R2
CerQflcate tA`Authorvation #32455 7" EMMA 4'2020) F8C HkIK EVALLl'A"nON F1,5259-R34 (HVHZ)
etaygillass Roof Underlayments Revision 2c 10/15/2021
Page 4, of 11
ONEN101,etc.
Pet 1trraFME=
ant(s) Description
FL Fiberglass -reinforced, SBS modified bitumen base sheet
41 Elastobase P ASTM D6164 FL Pohmster-relfforced, SBS modified bitumen base sheet
43 Elastoflex S6 G ASTM D6164 FL, PA Polyester-reWorced, SBS modified bitumen cap sheet
TAS 103 (partial)
4 A lastof lex S6 I�R AST D6164 FL Polyester-relnforced, SBS modified bitumen cap sheet E G
TAS 103 (partial)
4,5 Polyflex G ASTM D6222 FL 1 Polyester -reinforced, APP modified bitumen cap sheet
TAS 103 (partial)
4.6 Polyflex G FR ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet
TAS 103 (partial)
43 Polyflex SA P ASTIVI 06222 FL, TX Polyester -reinforced, APP rnodified bitumen cap sheet
TAS 103 (partial)
4,8 Polyflex SA P FR.
ASTM D6222 FL,TX Polyester- re info rced,_ A PP modified bitumen cap sheet
TAI 103 (partial)
4.9 Polystick IR-Xe ASTM D1.970 FL, PA, TX Norninal 60-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate surface
4,10 Polystick IVITS Plus ASTM D1970 FL, NV, PA, Nominal 60-mil thick rubberized asphalt waterproofin
TAS 1,03 TX membrane, glass fiber reinforced, surfaced with poly -films
surface
4.12 Polystick TU Max ASTIVI D1970 FL, PA. TX Nominal 60-mil thick rubberized asphalt waterproofing
TAS 103 mernbrane with a 190 g/rn' polyester fabric surface
4.12 Polystick TU P TAS 103 FL, PA, TX Norninal 130-mil thick rubberized asphalt waterproofing
membrane, glass-fiber/polyester reinforced, with a granular
surface
4A3 Polystick TU Plus ASTM :1~97 i FL, PA, To Nominal 80-mil thick rubberized asphalt waterproofing
TAS103 membrane, glass fiber reinforced, with a polyester fabric i
surface
4,14 PolVstick XFR ASTM D1970 NV,TX Norninal 80-mil thick rubberized asphalt waterproofing
TAS103 membrane, glass fiber reinforced, surfaced with a textured
1 film surface
5.1 This is a Building Code Evaluation, Neither NEMO ETC, LLB; nor Robert Nierninen, 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,
51 This Evaluation Report is not for use in FBC Non -High Velocity Hurricane Zone jurisdictions (Le,, outside of froward and Miami -
Dade Counties),
53 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.
5A This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1516 for requirements and limitations
regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam
plastic insulation,
N FM 0 EE"T C, PLC_ Evaluation Report 3m-PLYG2.0-F8CER.A-R2
Certificate cfAuthorl?ation #,31455 7 E M TK3N (2020) F K HV HZ EVALU AT tO N R5255,,R34 (� M`V)
Palygbss Roof Underlayments Revision 2. 10/15/2021
Page 3 of 11
(04
EMS I etc.
6.1 Pollyglass Roof Underlayments shall be installed in accordance with Ply lass published installation instructions subject to
the Limitations Set forth In Section 5 herein and the specifics noted below.
.2
Re -fasten any loose
decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust
and debris prig to applications,, and prime the substrate (if applicable),
B.
r v ss lies �
w:
3,1.
Deck Type 1
good, Non -Insulated
Deck Description:
. Airs. 19%32" plywood or wood plan
System Type E:
Underl.ayrnent mechanically fastened to deck
Underlayrnent:
One or more plies of Elastobase V or Flastobase P with a minimum -inch side lap and -inch end lap,
mechanically fastened to gecko-
Fasteningz
FBC, HVHZ Approved mails and tin caps (FBC HVHZ 151.' .S)k 6-inch o,c. at the lap -edges and 12-inch o.c.
in a grid -pattern between the overlaps,
Surfacing:
FBC HVH2 Approved asphalt shingles, metal parcels, metal shingles, slate, slate -type shingles, wood
s r¢jrcra shingles,
a les,
+shakes
6.3,2
b..'&'6+1e S ''pi.>
VYl bd4kt,.At $°�Lufi i"Pl In9 GAli84ti» 4•-. ...•.. ... T»tt.....,...
+gpg y�t�d
Deck Descriptione
Mine 19/ 2" plywood or wood plank
System Type F,
Base sheet mechanically fastened to deck, underlayment adhered to base sheet
Base Sheet.
One or more plies of; lastobase V, Elastobase P or FBC HVFl2 Approved ASTINA D226, °type-il felt with a
minimum -inch side lags and is -inch end lap, mechanically fastened to deck.
Fastening-,
FBC HVHZ Approved nails and tin caps (FBC HVHZ 151 . ), -inch o.c. at the lap -edges and 1 -inch o.c,
in a grid -pattern between the overlaps,
Crap Ply;
Flasto lex S6 G applied in hot asphalt or
polyfle torch -applied or
Polyflex Sal P, self -adhering
and back -nailed max. 12-inch o.c, using FBC HVHZ Approved nails and tics caps (FBC HVHZ 1517.5).
Surfacing::'
FBC, HVHZ Approvedmechanically attacked or adhesive set the roof system, Refer to Table IA for
allowable tile adhesives and Fable 4 for the stagging limitations.
6=:;.H3
4 Lc `fype 4,
Y�i od, N n""lni u6t t t
Deck Description:
Min. 1 / 2" plywood or wood plank
System Type Fa
Base sheet mechanically fastened to dear, underlayment adhered to base sheet
Base Sheet:
One or more plies of Flasiob se V, Elastobase P or FBC HVHZ Approved ASTIVI D226, hype Il felt with a
minimum -inch side lap and 6-inch end lap, mechanically fastened to deck.
Fastening:
FBC HVh2 Approved mails and tin caps FBC HVHZ 1.51 , ), 6-inch o.c, at the lap -edges and 1.2-inch o.c,
in a rid -pattern between the overlaps.
Cap Ply:
Elastoflex SB to FIR applied in hot asphalt or
Polyflex G FR torch -applied or
Polytlex SA P FR or Polystick TU la, self --adhering
and back" -wailed max, 1 -inch o.c. using FBC. HVr 2 Approved nails and tin caps (FBC HVHZ 1517,S)A
Surfacing:
FBC HVFl2 Approved mechanically attached file roof system. Refer to Table 4 for the stagging
limitations,
Fai ENI0 ETC, Uk s Evaluation Report sue- LY rt- ,A-
tertijicoteofAuthorization#32455 111E iDON(2020)F6s HVII2 EVALUATION FLSZ59R34 ('F$ri )
o4y 9 ss Roof Undedayments Revision 2. 10/15/2021
Page 6 of 11
ONEM01'etc.
S. AlLowqbfte Subqjt ites:
F_ TAsLE 2: SUBSTRATE OPTIONS FOR AnNERED UNDERLAYMENTS
Substrates (designed to meet wind loads for project)
Underlayment Application
Type Primer Material(s)
Polystick IR-Xe, Polystick NITS Plus, Deck ASTM D41 structural concrete
Polystick TU Max, Polystick TU P,
Polystick TU Plus, Polysfick XFR, self -adhering Base Sheet I N/A I AST M D226, Type 11 felt, Hastobase V, Elastobase P
Polyflex SA P or Polyflex SA P FR
Elastoflex S6 G or Elastoflex S6 G hot asphalt Deck ASTM D41 structural concrete
FR
Iyas _W ASTM D226, Type It felt, Elastobase V, Elastobase P
N/A
Deck ASTM D41 structural concrete
Polyflex G or Polyflex G FR torch -applied
Base Sheet N/A Elastobase V, Elastobase P
S. Attachment, Limitations:
Refer to Section 6
5,9 gX2_q5_q�Lq,_LirnJtations�
TABLE 3: ExposuRE UwaTwNs
I Prepared Roof Cover maximurri
I Underlayment
Installation Type Exposure (days)
-Elastobase V, Elastobase P or Polyglass G2 Base Mechanically attached 30
Polystick IR-Xe Mechanically attached 90
Polystick MTs Plus, Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick Any type (per Table 1) 180
XFR
Elastoflex S6 G, Polyflex G or Polyflex SA P Adhesive -set tile rose system 180
hi,�s-�,,.�,;x--S6-G,—Ela-s-t—ofi-e,x—S6—G —FR, Po--1yf;ex--G, -P,o-lyfl—ex--G,--F-R,—Pol—yfl-e-x--SA P 'o-r—
i 11 Mechanically attached UNUMtTED
Polyflex SA P FR
5.10 li, i rti tarsi s 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.
TAeLE 4: TIE SUPPAGE UMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
—
Underfayment Tile Profile Staging Method Maximum Staging Slope
Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack (4 over 2) _—Prohibited without battens
Polyflex G or G FR Flat or Lugged 6--tile stack (4 over 2) 4:12
Polyflex SA P or SA P FR Flat or Lugged I 6-tile stack (4 over 2) 4:12
Flat 6-tile stack (4 over 2) 5-12
Polystick MTS Plus
Lugged 6-tile stack (4 over 2) 4:12
Flat 6-tile stack (4 over 2) or 10-file stack 7-12
Polystick TU Max Lugged 6-tile stack (4 over 2) 7:12
Lugged 10-tile ,tack i 6:12
Polystick TU P Flat or Lugged i 6-tile stack (4 over 2) 7:12
Flat or Lugged 6-file stack (4 over 2) 712
Polystick TU Plus
Flat or Lugged 10-tile stack 6:12
d w Polystick XFR Flat or Lugged Prohibited without, i �aivns Prohibiteithout battens
WNW El"C, LM Evaluation Report. 3m-PLY G-20-FSCER.A-R2
Ceaffikare ofAuthareation #32455 71" EDITION (2020) F8C HWIZ EVALUATION FL Z59,,,P34(HVHZ)
Poly lass Roof Underlayments Revision 2. 10/15/2021
Page S of 11
6,33 LtD!Lk Typo._j"
Deck Descr!p_iica;:
System Type E:
*ONEMO 1, etc.
Wood, Non -insulated
Minn, 19/32" plywood or wood plank
Base sheet mechanically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V, Elastobase P or FBC HVHZ Approved ASTM D226, Type 11 felt with a
minimum 4-inch side lap and 6-Inch end lap, mechanically fastened to deck.
Fastening: FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517,S), 6-inch o,c. at the lap -edges and 12-inch o.c,
in a grid -pattern between the overlaps,
Base Ply: (Optional) Polystick MTS Plus or Polystick XFR, self -adhering and back -nailed max, 12-inch o,c. using
FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5)
Cap Ply: Polystick TU Plus, self -adhering and back -nailed max. 12-inch cr,c, using FBC HVHZ Approved nails and
tin caps (FBC HVHZ 1,517.5).
Surfacing: FBC HVHZ Approved asphalt shingles, mechanically attached tile roof system, metal panels, metal
shingles, wood shakes or wood shingles. Refer to Table 4 for tile stagging limitations.
6.3,8 1 t)eck 1'ype 1: Wood, can Insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E: Base sheet mechanically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V, Elastobase P or FBC HVHZ Approved ASTM D226, Type 11 felt with as
minimum 4-inch side lap and 6-inch end lap, mechanically fastened to deck.
Fastening: FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517,S), 6-inch o,c. at the lap -edges and 12-inch o,c,
in a grid -pattern between the overlaps,
Base Ply: (Optional) Polystick MTS Plus, self -adhering and back -nailed max. 12-inch o.c, using FBC HVHZ
Approved nails and tin caps (FBC HVHZ 1517,5)
Cap Ply: Polystick TU Max or Polystick TU Plus, self -adhering and back -nailed max. 12-inch o.c. using FBC HVHZ
Approved nails and tin caps (FBC HVHZ 1517,5).
Surfacing: FBC HVHZ Approved adhesive -set tile roof system. Refer to Table 1A for allowable the adhesives and
Table 4 for the stagging limitations,
63,9
1-2eck Type 1: Wood, Non -insulated
Deck "6 on: Minn. 19/32" plywood or wood plank
System Type E: Base sheet mechanically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V or Elastobase P with a minimurn 2-inch side lap and 6-inch end lap,
mechanically fastened to deck,
Fastening: Simplex MAXX Cap Fastener (NOA 18-1227,0), 9-inch o.c. at the lap -edges and 18-inch o,c, in two (2)
equally spaced, staggered center rows,
Cap Ply: Elastoflex S6 G applied in hot asphalt or
Polyflex G torch -applied
and back -nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517,S),
Surfacing: FBC HVHZ Approved mechanically attached or adhesive -set the roof system. Refer to Table 1A for
allowable the adhesives and Table 4 for tile stagging limitations,
IME N4 0 E T C, L L C, Evaluation Report 3m-PLYG-20-FBCEFLA-R2
Certifkate afAuthorization #32455 7'" EDMON (2020) FBC HVHZ EVALUATKIM FL5259-R34 (tAVHZ)
Polyglass Roof Underlayments Revision 2. 10/15/2021
Page 8 of 11
ONEMO� I etc,
Deck Description: Min, 19/ 2" plywood or wood plank
SystemTypeE: Base sheetmechanically fastened to deck; underlayrnent adhered to base sheet
Rase Sheet: Oneormore plies of Elastobase V, Elastobase Pear FBC HVHZ Approved ASTM D226, Type 11 felt with a
minimum -inch side lap and -inch end lap,_ mechanically fastened to deck,
Fastening: FBC HVHZ Approved nails and tint caps (F C:. HVHZ 1517.5), 6-inch o,c, at the lap -edges and 12Rinch o,c,
in a grid -pattern between the overlaps,
Cap Ply: Polystick IR- e self -adhering and back -nailed max, 12-inch o.c. using FBC HVHZ Approved nails and tin
raps (FBC HVHZ 151 .S).
Surfacing. FBC HVHZ Approved asphalt shingles, slag, slate. -type shingles, woad shakes or wood shingles.
63,5 deck Type I food, Nor? Insulate
.
eck i ascription: Min, 19/ 2" plywood or wood plank
System Type E: Base sheet mechanlcally fastened to deck, unt erlayrnent adhered to base sheet
Base Sheet: One or more plus of Elastobase V, Elastobase P or FBC HVHZ Approved AST" D226,'Type 11 felt with a
minimum Minch side lap and -inch end lair, mechanically fastened to deck,
Fastening: F C: HVHZ Approved nails and tin caps (FBC HVHZ 157,S),; -inch o,c, at the lap -edges and 12-inch o,c,
in a grid -pattern between the overlaps,
Rase ply: (Optional) Polystick NITS ulnas or Polystick XFR, self -adhering and back -nailed max, 12-Inch o,c, using
FBC HVHZ Approved nails and tin caps (F C: HVHZ 1517;S)
Crap Ply: Polystick M S Plus or Polystick XFR, self -adhering and back -nailed max, 1 -€nch o,,c. using F C HVHZ
Approved nails and to cans (FBC HVHZ 1517.5).
Surfacing: FBC HVHZ Approved asphalt shingles, mechanically attached file roof system, metal panels, metal
shingles, state, slate -type shingles, wood shakes or wood shingles, refer to fable 4 for file stagging
limitations,
63,6 Wood, lease -insulated
Deck Description: Min, 1 / 2" plywood or good plank
System Type E: Bass sheet mechanically ically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V, Elastobase P or F Cn HVHZ Approved ASR'M D226,Type 11 felt with a
minimum -inch side lap and 6-Inch end Cap, mechanically fastened to deck.
Fastening: FRC HVHZ Approved nails and tics caps (F Cn HVHZ 1517,S), 6-inch o,c, at the lap -edges and 12-inch o.c,
in a grid -pattern between the overlaps,
Base Ply. (Optional) Polystick t TS Pius or Polystick XFR, self -adhering and back -mailed max, 12ainch o.c. using
FBC HVHZ Approved nails and tin caps (F C HVHZ 1517.5)
Cap Ply: Polystick TU Max, self -adhering and back -nailed max. 12ainch o.c. using 'F HVHZ Approved nails and
to caps (FBC" HVHZ 1527.5),
Surfacing: FBC HVH Approved mechanically attached the roof system, metal panels, metal shingles, wood shakes
or wood shingles, Refer to Table 4 for tin stagging limitations,
eF^C,��icate c?f Authwr wtion 402455 . , EDIPOIN, (2020) F aC HVHZ EVALUATION e 525 R,44, ( a 2
Poly bss Roof Unde lay ent Revision 2€1 /15/2023
Page 7 of 11
ONEMOjetc.
63,13
Deck Description: Min. 19/32" plywood -or�
System'Type E: Base sheet mechanically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or trore plies of Elastobase V, Elastobase P felt with a minimum 3-inch side lap and 6-inch end lap,
mechanically fastened to deck.
Fastening: Simplex MAXX Cap Fastener (NOA 18-1227,05), 8-inch o,c, at the lap -edges and 8-inch o.c. in three (3)
equally spaced, staggered center rows,
Primer: PG100 or ASTM D41 primer applied to stress plates
Base Ply: (Optional) Polystick MTS Plus or Polystick XFR, self -adhering and back -nailed max. 12-inch o.c, using
FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517,S)
Cap Ply: Polystick MTS Plus or Polystick XFR, self -adhering and back -nailed max. 12-inch OX, Using FBC HVHZ
Approved nails and to caps (FBC HVHZ 1517.5).
Surfacing: FBC HVHZ Approved asphalt shingles, mechanically attached the roof system, metal panels, metal
shingles, slate, slate -type shingles, wood shakes or wood shingles, Refer to Table 4 for tile stagging
limitations.
63.14 C3 pk ype —o—od-,-N-o-"n--Ins—u"la—ted--
Deck Description: Min. 19/32" plywood or wood plank
System Type E: Base sheet mechanicafly fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V, Elastobase P or FBC HVHZ Approved ASTM D226, Type 11 felt with a
minimum 4-inch side lap and 6-inch end lap, mechanically fastened to deck,
Fastening: Simplex MAXX Cap Fastener (NO A 18-1227,05), 8-inch o,c. at the lap -edges and 8-inch o.c. in three (3)
equally spaced, staggered center rows,
Primer. PG100 or ASTIVI D41 primer applied to stress plates
Base Ply: (Optional) Polystick NITS Plus or Polystick XFR, self -adhering and back -nailed max. 12-inch o.c. using
FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5)
Cap Ply: Polystick TU Max., self -adhering and back -nailed max, 12-inch o,c, using FBC HVHZ Approved nails and
tin caps (FBC HVHZ 1517,S).
Surfaclng: FBC HVHZ Approved mechanically attached the roof system, metal panels, metal shingles, wood shakes
car woodshin gles, Refer to Table 4 for tile stagging limitations,
63,15
Deck Description: Min, 19/32" plywood or wood plank
System'Type E: Base sheet mechanically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V, Elastobase P or FBC HVHZ Approved AST IVI D226, Type 11 felt with a
minimum 4-Inch side lap and 6-inch end lap, mechanically fastened to deck.
Fastening: Simplex MAXX Cap Fastener (NO A 18-1227.05), 8-Inch o,c, at the lap -edges and 8-inch o.c, in three (3)
equally spaced, staggered center rows,
Primer: PGIOO or ASTIVI D41 primer applied to stress plates
Base Ply: (Optional) Polystick MTI'S Plus or Polystick XFR, self -adhering and back -nailed max, 12-inch o,c. using
FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517,S)
Cap Ply: Polystick TU Plus, self -adhering and back -nailed max. 12-inch o.c, using FBC HVHZ Approved nails and
tin caps (FBC HVHZ 1,517,5),
Surfacing: FBC HVHZ Approved asphalt shingles, mechanically attached the roof system, metal panels, metal
shingles, wood shakes or wood shingles. Refer to Table 4 for the stagging limitations,
NEMO ETC, LLZC, Evaluation Report 3m-PLY G-20-F8CER.A-R2
Certiftate OfAuthodzation #32,155 7" EDIVON (2020) FBC H'*IHZ EVALUATION FIS259-R34 (WHZ�
Polyglass Roof Underlayments Revision 2: 10/15/2021
Page 10 of 13
ONEMO I etc.
63A0 Dea3t iype Wood, Non -Insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E: Base sheet mechanically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V or Elastobase P with a minimurn 3-inch side lap and 6-inch end lap,
mechanically fastened to deck,
Fastening. Simplex MAXX Cap Fastener (NOA 18-1227.05), 8-inch o,cat the lap -edges and 8-inch o,c, in three (3)
equally spaced, staggered center rows,
Primer: PG100 or ASTM D41 primer applied to stress plates
Cap Ply. Polyflex SA P, self -adhering and back -nailed max, 12-inch talc. using FBC HVHZ Approved nails and tin
caps (FBC HVHZ 1517.5),
Surfacing: FBC HVHZ Approved mechanically attached or adhesive -set the roof system. Refer to Table 1A for
allowable tile adhesives and Table 4 for the stagging limitations,
6.3,11 L_?!Ck TLP Wood, Non -Insulated
Deck Descrii;tio—rr----I�i—n.-19/-32—"—plywood—car wood
System Type E: Base sheet mechanically fastened to deck; underlays ent adhered to base sheet
Base Sheet: One or more plies of Elastobase A or Elastobase P with a minimum 2-inch side lap and 6-inch end lap,,
mechanically fastened to deck,
Fastening: Simplex MAXX Cap Fastener (NOA 18-1227.0), 9-inch o,c. at the lap -edges and 18-inch o.c. in two (2)
equally spaced, staggered center rows,
Cap Ply-, Elastoflex S6 G FR applied In hot asphalt or
Polyflex G FIR torch -applied
and back -nailed max, 12-inch o.c, using FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5),
Surfacing: FBC HVHZ Approved mechanically attached tile roof system, Refer to Table 4 for tile stagging
limitations.
63,12
Deck Description: Min, 19/32' plywood or wood plank
System Type E: Base sheet mechanically fastened to deck; underlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase A or Elastobase P with a minimum 3-inch side lap and 6-inch end lap,
mechanically fastened to deck,
Fastening. Simplex MAXX Cap Fastener (NOA 18-1227.05), 8-inch o,c. at the lap -edges and 8-inch o.ct in three (3)
equally spaced, staggered center rows,
Primer: PG100 or ASTM D41 primer applied to stress plates
Cap Ply: Polyflex SA P Fla or Polystick TU P, self -adhering, self -adhering and back -nailed max. 12-inch o,c, using
FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517,S).
Surfacing: FBC HVHZ Approved mechanically attached the roof system. Refer to Table 4 for the stagging
limitations,
NEVA* ETC, LLC, Evaluation Report 3m-PLYG-20-FBCER,A-R2,
C ';e- EMMON' (2020) FSC HVHZ EEVALUAVION FL5259434 01MV)
ertoicate qfAuthofiwtion #3_2455,
Polyglass Roof fir nderlayments Revklon 2. 10/15/2021
Page 9 of 11
(04 NEMO I etc.
63A6 Type 1 oqd,can insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E: Base sheet mechanically fastened to deck; and erlayment adhered to base sheet
Base Sheet: One or more plies of Elastobase V, Elastab ase P or FBC HVHZ Approved ASTIVI D226, Type 11 felt with a
minimum 4-inch side lap and 6-Inch end lap, mechanically fastened to deck,
Fastening: Simplex MAXX Cap Fastener (NOA 18-1227,05), 8-inch o.c, at the lap -edges and 8-inch o,c. in three (3)
equally spaced, staggered center rows,
Prirnerr PG100 or ASTIVI D41 primer applied to stress plates
Base Ply: (Optional) Polystick NITS Plus, self -adhering and back -nailed max, 12-inch o,c. using FBC HVHZ
Approved nails and tin caps (FBC HVHZ 1.517,S)
Cap Ply: Polystick TU Max or Polystick TU Plus, self -adhering and back -nailed max, 12-inch o,c. using FBC HVHZ
Approved nails and tin caps (FBA. HVHZ 15173)
Surfacing: FBC HVHZ Approved adhesive -set the roof system, Refer to Table IA for allowable tile adhesives and
Table 4 for tile stagging limitations.
63,17
Deck Description: Min, 2,500 psi structural concrete
System Type F: Underlayrnent adhered
Primer: AST M D41
Underlayment: Elastoflex S6 G applied in hot asphalt or
Polyflex G torch -applied or
Polyflex SA P, self -adhering
Surfacing: FBC HVHZ Approved adhesive -set the roof system. Refer to Table IA for allowable tile adhesives and
Table 4 for the stagging limitations.
7
63.18
Deck Description, Min, 2,500 psi structural concrete
System Type F: Underlayment adhered
Primer: ATM D41
Base Ply, (Optional) Polystick MTS Plus, self -adhering
Cap Ply. Polystick TU Max or Polystick TU Plus, self -adhering
Surfacing: FBC HVHZ Approved adhesive -set the roof system. Refer to Table 1A for allowable the adhesives and
Table 4 for the stagging limitations,
As required by the Building Official or Authority Having Jurisdiction to property evaluate the installation of this product,
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 6IG20-3 QA requirements, Refer to Section 4
herein for products and production locations having met codified material standards,
UL LLC — QUA9625; (360) 817-5512; Nr ,LqVijg,
- END OF EVALUATION REPORT -
NOW ETC, LLC Evaluation Report 3m-PLYG-20-F8CER,A-R2
C'er0firate afAuthorkarion #32455 7111 EDIT*N (2020) FBC HVHZ EVALUATION FIS259-R34 (HIVHZ)
Poly lass Roof Undeflaymeeft s Revision 2: 10/15/2021
Page 11 of 11