RF-15-2561 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-245312 PermitNumber: RF-10-15-2561
Scheduled Inspection Date: November 19,2015 Permit Type: Roof
Inspector: Rodriguez,Jorge Inspection Type: Final Roof
Owner: DE LA ESPRIELLA,ALEXANDRA Work Classification: Tile/Flat
Job Address:1110 NE 100 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132050190460
Project: <NONE>
Contractor: HIGH&DRY ROOFING Phone: (305)542-3194
Building Department Comments
RE ROOF TILE AND FLAT ROOF Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 18,2015 For Inspections please call: (305)762-4949 Page 9 of 30
t
7066 SW 44°1 Street Miami, FL 33155
Tel:786-398-9179 Fax 786-800-2627
a1 mofinsoection(Mamail.com
LAB CERTIFICATION #10-0512-01
SITE SPECIFIC INFORMATION
UPLIFT TEST—TAS#106
Roofing Contractor HIGH&DRY ROOF.CONTRACTORS,INC.. Permit# RF-10-15-2561
Job Address 1110 NE 100 ST MIAMI SHORES,FL.
Owner's Name ALEXANDRA DE LA ESPRIELLA
Type of Tile SPANISH"S° Date Installed
Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER
Approximate Square Footage of Roof 27.0 fta Required Testing Force 35 Lbs
Date Tested 11/18/15 Number of Tests 63 Testing Equipment F.G.E.100
Contact Name CHELE Phone# 7/499-0422
LOCATION #OF TEST PASS #OF TEST WE
Corner 8 Tests 8 Pass Test 0 Fail
Perimeter 16 Tests 16 Pass Test 0 Fail
Field 30 Tests 30 Pass Test 0 Fail
Ridge 9 Tests 9 Pass Test 0 Fail
TOTAL 63 Tests 63 Pass Test 0 Fail
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPUFT QUALITY CONTROL TEST.THISTAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VAUD FOR INSURANCE CLAIMS.
YENAN'F:'LEYVA
P.E.#67416
A-1 Engineering Inspection Services, Inc
7066 SW 44 Street Miami, FL 33155
Tel: 786-398-9179 Fax: 786-800-2627
al roofmspectionggmail.com
LAB CERTIFICATION#14-1215.04
11/18/15
PERMIT. # RF-10-15-2561
1110 NE 100 ST
MIAMI SHORES,FL.
T T T T TT
T T T
T T T---1 T T
T T T T T T
T T
T T T T T T
T T T T T T
T T T
T T T
T
7066 SW 44'Street Miami,FL 33155 Tel:786-398-9179 Fax: 786-800-2627
+5e°R
Fsy Miami Shores Village
l,,, ,,,,,M Building Department
•�" 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
AL s Vol Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit# W- I I 25-61 DATE: I 02/1
INSPECTION AFFIDAVIT
I ��� 6cuo licensed as a(n) ontractor Engineer/Architect,
(Print name and circle LicenseType) FS 468 Building Inspector
License#: C(C l J L I Z,?�o 7
On or about 10I 62hs- , I did personally inspect the roof deck nailing and
(Date 8 time) s f I f .S o 7 � _?Sew
Secondary barrier work at i I I O �E l®� �tL"� �►�°` 1 C��( 6 re '
(complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Base o 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this o day of
Notary Public, Sate of Florida at Large _z o°". wos••
FF059846
S*' EXPIRES •'
Z' Nov.15.2017
'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make su photographs of each plane of the roof with
permit#and address#dearly shown marked on the deck for each inspection �'� 'n"nnZ110%
Revised on 5121/2009
Parra t C . F- 0- :5-2561
'S-mv v o, Miami Shores Village P6
Y? 000f,
10050 N.E.
d Avenue NE
Miami n
Shores,FL 33138-000 �, : � t�fc�rkcrass�lca �"Ci)�F)a�,
Permrt tattis,APPROVEt
`y6 Phone: (305)795-2204
fiLOR1Dp'
y 1t121� Expiration: 04/18/2016
Project Address Parcel Number Applicant
1110 NE 100 Street 1132050190460
Miami Shores, FL 33138- Block: Lot: ALEXANDRA DE LA ESPRIELLA
Owner Information Address Phone Cell
ALEXANDRA DE LA ESPRIELLA 1110 NE 100 ST
MIAMI SHORES FL 33138-2602 I
Contractor(s) Phone Cell Phone
Valuation: $ 24,000.00
HIGH&DRY ROOFING (305)542-3194 (305)542-3194
Total Sq Feet: 3900
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF TILE AND FLAT ROOF
Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Review Roof
Roof in Progress
Renailing Affidavit
Cap Sheet
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Owners Bond $500.00 Invoice# RF-10-15-57367
CCF $14.40 10/08/2015 Credit Card $50.00 $832.16
DBPR Fee $4.88
DCA Fee $4.88 10/20/2015 Credit Card $832.16 $0.00
Education Surcharge $4.80 Bond#:2888
Permit Fee-New Roof $325.00
Scanning Fee $9.00
Technology Fee $19.20
Total: $882.16
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WIND S,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing inform ti is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-n contractor to do the work stated.
October 21, 2015
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
October 21,2015 1
i
Miami Shores Village
BuildingDepartment
p OC IT 09 215
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 _'' _
INSPECTION LINE PHONE NUMBER:(30S)762-4949
FBC 201 y
BUILDING Master Permit No. kf' (S - 2S61
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC NJ/ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION El SHOP
(� A� CONTRACTOR DRAWINGS
`
JOBADDRESS: I W ,v� Loa'
City: Miami Shores ggay _ County: Miami Dade zip: s�I
�y d(D
Folio/Parcel#: 11'3` s®l 1—� 1 0 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: n Construction Type: Flood Zone: BFE: FFE:7
OWNER:Name(Fee Simple Titleholder): Ai Cky)dr0L (� r 1cs t�-Sprig l o, Phone#:
Address: M® ®®
City: l"f,1llYY1 h S)Ab re� ' State: L Zip:
Tenant/Lessee Name: ��` Phone#:
Email: �����1�
CONTRACTOR:Company Name: at ® o fta Phone#: a 5—
Address:
City: State: Zip: 7cl
Qualifier Name: C Phone#:
State Certification or Registration#: O—CC 1-b n-7 Certificate of Competency#:
DESIGNER:Architect/Engineer: WIN Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 2 lJ Square/Linear Fage of Work:
Footage
Type of Work: ❑ Addition ❑ Alteration ElNew L� Repair/Replace ❑ Demolition
Description of Work: �4�
Specify color of color thru tile: P_-v--am �Fua"k�n,
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is i d. In the absence of such posted notice, the
inspection will not be approved aid a feinspection ee will be charged.
Sign to Signature
OWNER or AGE T CONTRACTOR
The
,foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_2l'o day of V Jam' .20 P5 ,by day of �C� .20 15 ,by
Myya dda twriei10.,who is p rsonally kno n to 01L6fUD LdCYJ"-C ,who is Enally kn wn to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: I15� �1 Sign:
J&)2t 'n� ,e K.�- l Print: bo "° �*�$
Print: M
Seal: � °� • . Seal: E 6'AN' O= J
15.2017 :a= :'���fd �bi9���•`��
fit it
APPROVED BY ( Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
t
OFF.
.17041PZ.4
?58530774 1995 DEC 27 14.14
This Instrument Prepared by and Return to: _ ----
CLARA A. FONSECAti'(�
MCCLOSKEY-NORWALK TITLE CO.
13525 MEMORIAL HIGHWAY �Jc
MIAMI, FLORIDA 33161
-7_
Property Appraisers Parcel Identification (Folio) Numbers:—
11-3205-019-0460
DOCSTPDEE 705.00 SURTX 0.00
Grantees SS #s: HARVEY RUVINs CLERK DADE COUNTYP FL
SPACE ABOVE THIS LINE FOR RECORDING DATA
THIS WARRANTY DEED, made the 22nd day of December, A.D. 1995 by SURF & SAND MOTOR LODGE,
INC. herein called the grantor, whose post office address is 1111 LINCOLN ROAD, SUITE 800, MIAMI BEACH, FL
33139, to WILLIAM COLLAZOS and ALEXANDRA DE LA ESPRIELLA, HIS WIFE whose post office address Is
1110 N.E. 100 STREET, MIAMI SHORES, FLA 33138, hereinafter called the Grantees:
(wherever used herein the terms "grantor" and "grantee" Include all the parties to this Instrument and the heirs, legal representatives and assigns of
Individuals, and the successors and assigns of corporations)
W I T N E S S E T H: That the grantor, for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars and
other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases,
conveys and confirms unto the grantee all that certain land situate in DADE County, State of Florida, viz:
LOT 10 IN BLOCK 178 OF MIAMI SHORES SECTION 8 REVISED, ACCORDING TO THE PLAT
THE+REAF AS RECORDED IN PLAT BOOK 43 AT PAGE 67 OF THE PUBLIC RECORDS OF
DADt;COUNTING, tILC RIDA.
0000..
•• Subject to easbMAII'tts, restrictions and reservations of record and to taxes for the year 1995
i
0000.. .. .. ..
...•• and• ng,eafterp••�••
0000. 0000 0000
TOGETI"Mp With all%i@agltements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
:0009: 0 000000
o ••T'O HAYE•AND TO*Wbkg, the same in fee simple forever.
• 0000 ..
AND, the.grawbr herebq cov®nants with said grantees that the grantor is/are lawfully seized of said land in fee simple; that the
grantor has goof right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend
the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing
subsequent to December 1, 1994.
IN WITNESS WH OF, the said grantor has signed and sealed these presents the day an . first above written.
Sig , sealed a the presence of:
SURF &,SAN TOR LODGE, INC.
By:
Signatu / YV S ICE PRESIDENT-
Printed
ffltlu
l
.. -
Signature q-73
CGS 4, FyA✓S<e6 l -•
Printed Signature
STATE OF FLORIDA
COUN i Y OF nADE
The foregoing instrument we acknowledged before me this 22nd day of December, 1995 by YVES LANGLOIS, VICE
PRESIDENT of URF SAND R LO GE, INC. on behalf of the corporation. i,*iie/she is person known to me or has
produced identification.
f
SEAL r _
Not I�na"�tur""e n
My Commission Expires: Printed Notary Signature
P
� Flo� ItFt0ltDiED IN 00111141 Recall"
dF
,,. OF DADE CONNtY,FLORIpA.
AL
RECORD VERIFIED
CIARA PONSgCA
File 95-339 ro oN mo.CC-306119� HARVEY 019MY COMMISSION up.sc1ni3.1997 CLERK CIRC CCI T
•00_00 •�
f �t
f��gtgt�
JEFF ATWATER
CHIEF FINANCIAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS'COMPENSATION
**CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law.
EFFECTIVE DATE: 10/17/2015 EXPIRATION DATE: 10/16/2017
PERSON: LUCERO GUSTAVO H
FEIN: 270934750
BUSINESS NAME AND ADDRESS:
HIGH&DRY ROOFING CONTRACTORS INC
343 IVES DAIRY ROAD
MIAMI FL 33179
SCOPES OF BUSINESS OR TRADE:
LICENSED ROOFING
CONTRACTOR
Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section
may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only
within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be
exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,
the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall revoke a
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609
& It's Miami Shores Village
�:... n...� Building Department
CT ® � X15 10050 N.E.2nd Avenue
R, Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: - 5
10050 NE 2nd Ave
Miami Shores, FI 33138 j
Re: Owner's Name: OJ IIIa M 00 1 U WS
(Q 6
Property Address: WON\ W O -.>T d(CAl'u' l "-�LoKs 33139
Roofing Permit Number:
Dear Building Offrcjal:
... 9 . .•
•' certify that I am not required to retrofit the roof to wall connections of my
0000.. . . . .
b;/ding because: :.:..:
0000. . .. 0000
-he just v5kfaticfi for ttle.9cucture for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
00000 0000 0000
.valorem taxation.' '0000'
.0009.
A T buildinj,was conslalil in compliance with the provisions of the Florida Building Code(FBC)or with the provisions
•• itio*GOP IN egrida Building Code(1994 SFBC)
0000
((C-1
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me thisd day of
.� �MENF.Ii►OFr'�.
Notary Public, Sate of Florida at Large FF069846
SZ*.,; Nov.15,2017 uta?
�o_;?byd v r;oa�
• When the just valuation of the structure for purpose oF� c�atjt9 Otlual to or more than$300,000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a building applicationfroriYeiBt {1 �`, gation.
�d�tor for the Roof to Wad connection Hurricane Mfi
�nnunn
Revised on 5/2112009
OCT 0 s 205
High Dry Roofing Contractors Inc.
ticensed 8Insured11720CaurC—
CCC1329237 Miami, FL.33176
Date: 10/02/2015
State of Florida
County of Miami-Dade
Before me this day personally appeared CtuI. ea being duly swom,deposes and
says:
:fee
' *' .�.-TJ?he o he grill be the only person working on the project located at:1110 NE 100"'ST.Miami.FL.33138
• • U11ceroUA
...... . .. .
....•• .... •...
. •... ....
:0066: Sw m
.. too affirmed)and subscribed before me this day of .20�,by
...... .. '' II l's��IRCJI!.
0000•• . •
0000..
Personally know
.,!!�- -QR Produced Identification
,d'Identification Produced
SS%'
VO NUMBED 2•'•
*; FF059646
EXPIRES 1
Z;a Nov.75.2017
�:yA•y?4 q ppS,4'��`�,� Print,Type,or Stamp Name of Notary
♦5�rc.SF`a-Boom s Di
2 Miami shores Village
®cI ® 8 20151 Building Department
LORIpA I � 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner- Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees,including the owner,must obtain workers'compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
1. The officer owns at least 10 percent of the stock of the corporation,or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
°°°°; ••• No mo* tbM three corporate officers per corporation or limited liability company members are
....Alowed fo be•exempt. Construction exemptions are valid for a period of two years or until a
volunt*sevotation is filed or the exemption is revoked by the Division.
�'��u��ontrac oris Peques�g i��rmit under this workers'compensation exemption and has acknowledge that he or she will not use
y glJ ,bor,paq;tl a employ%s or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the,only 1W4ig tilloweel t9 j%ork on your project.In these circumstances,Miami Shores Village does not require verification of
Witgrs' comAensation ir1kyWFy coverage from the contractor's company for day labor,part-time employees or subcontractors.
AX.$IGNIN".$ELOW,,fQ" CKNOWLEPGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
ONTEN / I Pr1i
♦.... . t M
•
SignatutSj If, r-(
ver
State of Florida
County of Miami-Dade
The foregoing was acknowledge before me this day of t ,20 .
By AlP,o iow delo b o RJ eM, who is pe ovally kno to me or has produced
as.i on.
Notary: AN�. •,,
SEAL: ,?' FF�059
'_•
'z' N:rr,'pas
2047 gill
=.ted:. '�,�u
Property Search Application-Miami-Dade County Page 1 of 8
� z
aw
M.
z^
� �`q. • ■® ■ ® s Pia . '�" '$L ��J� � ^'� � &`�".rr� �g
� e
Address Owner Name Folio
SEARCH:
1110 NE 100 ST Suite Q
PROPERTY INFORMATION
Folio:11-3205-019-0460
Sub-Division:
MIAMI SHORES SEC 8 REV IN PB 43-67
Property Address
1110 NE 100 ST
Miami Shores, FL 33138-2602
Owner
WILLIAM COLLAZOS&W ALEXANDRA
Mailing Address
1110 NE 100 ST
MIAMI SHORES, FL 33138-2602
Primary Zone
1100 SGL FAMILY-2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT
Beds!Baths/Half 2/2/0
Floors 1
Living Units 1
Actual Area 3,261 Sq.Ft
http://www.miamidade.gov/propertysearch/ 10/8/2015
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the
owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of
Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner and the
contractor.The owner's initial in the adjacent box indicates that the item has been explained.
1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics
(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color
or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement
between the owner and the contractor.
2.Renalling Wood Decks:When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to r'moving the existing roof system.)
n LIU3. Common Roofs: Common roofs are those which have no visible delineation between
ghboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking
an be viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing
nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining
this appearance.
5. Ponding Water:The current roof system and/or deck of the building may not drain well and
ay cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
uiv,
til the original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
loaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge
if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402,R4403 and R4413.
7.Ventilation: Most roof structures should have some ability to vent natural airflow through the
i erior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
Exception:Attic spaces,designed by a Florida licensed engineer or reg stereUrchitect to eliminate the attic
venting,v Lall nIrequired.
�knA/kgent's Jignature Date Contractor's Signature
111U�\E (.DO�z
Property Address Permit Number
F\IGM i `Q6 rfS ---3-313b
Nl:� � JJYY
Florida Building Code Edition2010 �s
locity Hurricane Zone Uniform Permit Application Form
� W
MOT]
• • $ - ^
Yy. Mj'
• - • 1]117 IT-11-1 1 • • • • • i •': •
■■■■■■e■■■■r��■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■e■■■■■■■■!!■■■■■■
■■■G�����������C:�C���TS■■■■I5l!.'I■■■■■'ir���.7���iiiii•����i•iiGl[^.IJ
■■1.11■■■■■■■■■■■■■■■■■■r■■■iiiiiiiii�i�7■■■■■■■11■■■■■■■L�f■■
■■■IICgill■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■u9■■■■■■■n■►�
--------------------- -
■■�1IiiF�li■SHF.■iH■Y�7■■■■■■■■■■■■■■Y■■■■■■■■■■■■■�.^.!■■■■■■■Ill'f!'.i
■�ac��:Isza■a■ao�o■■■■■■■■■■■■■■■■■■■■■■■■■■■ca■ne�e!■■■■rlfi■
�1► ■Fi■l�iilifil: ------=======7■■>■■I■■■■■■■■1,1■■■■■■■■11'�1L1
■�■E'!■■e!![!!�■>•dC■tom■R�1!til•■■■■■■■■1•■i�■■■■I■■■■■■/�A►�■■■■■■I IL�!!r
ilii■�i■■■ ■■i■■■ ■ ■■i�;[ ■■■■■■■■■ HII■■■■I■■■■C<■!":■■\`�\■■■1INN
■■■■■■■■■■■■■■■■■■■■ii■■■■■■■■■■L1i11�■■■�I■e��■■■■V■■■■\�\■11■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■YID■■■�1!�■■■■■■■■■■■■■\►[:1■■
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Lown Sloped Roof System)
Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is nA used identify as"NAJ
NVSystem Manufacturer: Feld: oc @Lap,#Rows a "
@ oc
NOA No.: ' . �b22 t I
Perimeter: "oc @Lap,#Rows @ "oc
Design Wind Pressures, From RAS 128 or Calculations: Comer. "oc @ Lap,#Rows @ "oc
Pmax1:Si•q Pmax2: q*10• Z Pmax3: `2-9,7 Number of Fasteners Per Insulation
Max. Design Pressure, From the Specific NOA Board
System: ' S72•S
Feld: Perimeter Comer
Deck: �`�w��
Type:
��it Illustrate Components Noted and
Gauge/Thic kness: Details as Applicable:
Slope: l Woodblocking, Gutter, Edge Termination,
��f!IStripping, Flashing, Continuous Cleat, Cant
Anchor/Base Sheet&No.of Ply(s): 7� UB Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
AncqI a Sheet Fastener/Bo ing Material: Indicate: Mean Roof Height, Parapet Height,
Cc' lm-k g �lneec� Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulation Base Dyer:_ Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Size and ickness:
Base Insulation Fastener onding Material: ' c'
WA --N, t-
Top Insulation Layer: �+ Ste,
Top Insulation Size and Thickness: 7,fly HeightParapt
9
Top Insulation Fastener/Bonding Material:
FT, 101
Base Sheet(s)&No.of Ply(s): �CO& &C-k Mean
Base Sheet Fastener/Bonding Material Roof
r P Height
Ply Sheet(s)&No.of Ply(s): �I� 0�
Ply She? Taft 1\91 riot •
Topply
'' drfadng:
... . . . . 0
:0 . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steel) Sloped Roof System)
Roof System Manufacturer:
Product Approval Number: ZZ
Minimum Design Wind Pre ures,If Applicable{From R;AS 12(7oor Calculations):
P1• Q F2:_��P$:• •
Maximum Design Pressure
Product Approval Specific System:
Method of Tile Attachment:
Steep Sloped System Description
Deck Type: //7//
Roof$lope: Type Underlay ant:
12
Insulation:
Fire Barrier:
Fastener Type&Spacing:�`
Ridge Ventilation? I g•
VAdhesive Type:
I Type Cap Sheet:
I
y Roof Covering: )
Mean Roof Height: I d J4�Azv / N
Type&Size Drips
. .•• . . . % Edge:
• . • . : : .o
.
.0. ..• ..• 00. ..• .:0
• • . • . • • .
.. . . . • • • . • .
• .• . . . • • • ..
. . . . • • • • • .
. •. .• . • • .• •.
.•• . • . ... • •
Florida Building Code Edition 2070
High Velocity Hurricane Zone Uniform Permit Application f=orm
Section E (Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values
for Mrwith the values from Mr.If the M,values are greater than or equal to the M,
values,for each area of the roof,then the tile attachment method is acceptable.
6 � thod 1 "M ment Based Tile Cal'ulations Per RAS 127"
(P, x A '`
=1171MMS: "o.}`-Mr, / Product Approval Mf
(P'A x >213 -M9: a� Mrw6r� Product Approval M,
x k.3j -...�J� i9; _Mr3 roduct Approval M,
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(M,)From Table Below Product Approval M,
M Required Moment Resistance*
Mean Roof Height-►
RoofSlope 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
3:12 32.2 34.4 36.4 37A 39.8
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 32.8 34.9
6:12 26.A 28.0 29.4 30.5 32.4
7:12 24.4 25.9 27.1 28.2 30.0
*Must be used In conjunction with a at of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3.Compare the values for F`with the values for
Fr.If the F values are greater then or equal to the F,values,for each area of the roof,then
the the attachment method is acimptable.
Method 3"Upli ft Based Tile Calculations Per RAS 127"
(P,:,x 1:= x w:= -W:,_,_x cos 0:^F„_ Product Approval F'
(P2:-x 1: x W:= -W: x cos 0: =F,2_ Product Approval F'
{P3 x 1:_ _x w:= _W:x cos 0:==Fi3 i Product Approval F'
here to Obtain Information
Description Symbol Where to find
Des gn Pra=n Pl or P2 or P 31 RAS 127 Table 1 or by an en iMering"ysis prepared by PE based on ASCE 7
Mean Root Height H I Job 54e
Roof Slope 8 I Job Site
Aerodynemt MLOpfier A I Produo Approval
•• •• Re orlam tov' K Product Approval
• • • Attaakm�t lieststancaVA Product Approval
•
• • ce M cakwlared
••• ••oM#MnL n AhacRini t F Prduat Approval
Required lfptaft Resistance F, calculated
average ilia vve phi w Product Approval
• 0:9 • • Tue� W Product Approval
i • : All•aigrlatisnS•rwat bs SUBMWOM to the Building official at the ume of permlt appIIcation.
• •• • • • • • • ••
••• • • • • •
••• • • • • ••• • •
• • • • • • • • • •
e v
�1lAMfOADE.,
_ • MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Polyglass USA Inc.
150 Lyon Drive
Fernley,NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTI;O:J;A copy pf this entre NOA shall be provided to the user by the manufacturer or its distributors and
shall be a3✓ailabl4 fbt InCpdbti j at the job site at the request of the Building Official.
. •• • • • • ••• .
This revises MA#t2-0713.1)?add consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
. ... . . . .••
. . . . . . . . . .
.. .
.. . . . . . . . .
. . . . . . . ..
'0000W#101�MIAMI• E ou NOA No.: 140717.08
• Expiration Date: 09/13/16
• Approval Date: 01/22/15
. .. .. . . . .. ..
"' "' Page 1 of 9
-ROOFING COMPONENT APPROVAL
Catmory: Roofing
Sub-Category: Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 3'V/8" membrane,glass fiber reinforced with polyolefmic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 6598"x 3'3 3/g" membrane,glass fiber reinforced with polyolefmic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering,
Manufacturing Location 65' x 3'3 3/g" APP polymer modified,fiberglass reinforced,
#1  Or 65'x 3' bituminous sheet material for use as an
60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
(Surface Printing) 65'x 3'3j/8" D 1970 fiber/polyester reinforced waterproofing
Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof
#1  tile underlayment.
Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane,
Manufacturing Location 32'10"x 3'3 3/8" D 1970 glass-fiber/polyester reinforced,with a granular
#2 130 mils thick surface designed for use as a tile roof
underlayment.
Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3'3 3/8" D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane.Designed as a metal roofing and roof
tile underlayment.
.. ... . . . . . ..
Polystick Dual Prb •.; ftoll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufact�ming•Lackti8n'.' R' ;3'3 3/8" D 1970 fiber/polyester reinforced waterproofing
#2 66 mils thick membrane. Designed as a metal roofing and roof
.
the underlayment.
... .... ... ... ... ...
. . . .
.. . . .. . . . . . .
. .. . . . . . . ..
NOA No.: 14-0717.08
MuuhN eau Expiration Date: 09/13/16
.. .. Approval Date: 01/22/15
"• •'' ' Page 2 of 9
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester
Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as
#2 60 mils thick a a roof tile underlayment.
Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen
32' 10"x3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded
back face and a granule top surface. For use in
roof tile underlayment systems.
MANUFACTURING PLANTS:
1.Hazelton,PA
2.Winter Haven,FL
EVIDENCE SUBMITTED:
Test Aaencv Test Identifier Test Name/Reyort Date
Trinity ERD P10870.09.08-RI TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 04/26/11
P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11
P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11
P40390. 08.12-1 TAS 103 &TAS 110 08/06/12
P40390.08.12-2 ASTM D 1623 08/07/12
P40390.10.12 ASTM D 1970 10/03/12
P37590.07.13-1 ASTM D6164 07/02/13
P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14
D1623
P46520.10.14 ASTM D1623 10/03/14
P44360.10.14 TAS 103 &TAS 110 10/07/14
P43290.10.14 ASTM D 1970&TAS 110 10/17/14
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08
•• ••• •• RX 14E8A TAS 103/ASTM D4798&G 155 11/09/09
.: ;•; •• DX23D8B TAS 103/ASTM D4798&G155 02/18/10
••• •• ••: •.• : ..' DX23D8A TAS 103/ASTM D4798&G155 02/18/10
... 0:0
... ... ... •••
•.• . .
. .
.. . . .0 : . . .. .
. •• . • . • . • ••
NOA No.: 14-0717.08
MIAMM : E 01J •;• Expiration Date: 09/13/16
.. .. . ; •••; Approval Date: 01/22/15
000
0 • 0
••• Page 3of 9
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6" o.c.at a minimum 4"head lap. (for
base sheet only)
Membrane: Polystick membranes self-adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for
base sheet only)
Membrane: Elastoflex S6 G,hot asphalt applied.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for
base sheet only)
Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum 6"vertical
(Optional) laps.
Membrane: Polystick TU Plus,self-adhered.
Surfacing: See General Limitations Below.
•
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . . . ...
. . . . . . . . . .
.. .
•• . . . . . . . .
. . • . • . • ••
NOA No.: 14-0717.08
M:'-nADe COUNTY • ••• • • Expiration Date: 09/13/16
M010 • Approval Date: 01/22/15
• • • • Page 4 of 9
. .. .. . . . .. ..
... . . . ... . .
. INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and
sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-1/2"and end laps
shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of
the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building
code.
4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the
membrane from the center outward in both directions.
5. For ridge applications,center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention
to lap areas.
7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
GENERAL UwTATIONs:
1. Fire classification is not part of this acceptance.
2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used
in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate
roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be
used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days
listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;
not to exceed the preceeding maximum time limitations.
Exposure Limitations(days)
MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus
.. 000 0 0 0 0 . .. S6 G
Winter Raven,.: =8Q :.:9(?. 180 180 180 180 180 90 180
• . • . 0 • . .
Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A
7. All•prMuctsti sted%ereia sballAlave a quality assurance audit in accordance with the Florida Building Code and
Rt a 9�-3-of 4e jljritla:Aehnij strative Code.
000 . . . 0 0
NOA No.: 14-0717.08
Mu►r��• a ou ':' : Expiration Date: 09/13/16
'
Approval roval Date: 01/22/15
. .. .. . . . .. ..
Page 5 of 9
-8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6
G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is
limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to
mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically
fastened roof tile applications with the exception of mortar set tile applications.
9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as
follows: (See Table Below)
Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS
TU P,Tile Pro, Max Plus'
Dual Pro
Flat Tile Prohibited 4:12 No limitation No limitation 5:12
without battens
Profiled Tile Prohibited 4:12 No limitation No limitation 4:12
without battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are
required for both loading and installation of tiles at all times.
'The following limitations shall be apply when using Polystick MTS Plus:
• Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to
slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1
below)
• Battens shall be used for stagging of lugged tiles above 4:12
• Battens shall be used for stagging of flat tiles above 5:12
J/Slope
t1 4
;F
Figure l: Stagging Method
9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment
system when a applied using the stagging method outlined above.
•• ••• • • • • • ••
• •• • • • • ••• •
•
• •
• •• • ••• 000 ••• •••
•
•• • • • • • • • • •
• •• • • • • • • ••
NOA No.: 14-0717.08
Mu►Mtia ou •;• ; Expiration Date: 09/13/16
AF'IRO • • •
• • • • Approval Date: 01/22/15
• •• •• • • • •• ••
••• • • ••• • Page 6 of 9
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
P= 14
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus,
Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with
any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,
Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G
as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus,
Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro
or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the
Miami-Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products,wind uplift resistance,and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved"
or the Miami-Dade County Product Control Seal as shown below.
QMUhDADE COUNTY
BUILDING PERwr REQIInmEMENTS:
Application for building permit shall be accompanied by copies of the following:
1.This Notice of Acceptance.
2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
.. ... . . . . . ..
.. ... .. . . . ..
. .
. . . . ...
. . . . . . . .
.. a. . . . . • .
. .. . . . . . . •.
NOA No.: 14-0717.08
MIAM MME COUNRY ••• • •
...� � • . • Expiration Date: 09/13/16
• • • • • : : : • : Approval Date: 01/22/15
• •• •• • • • •• ••
••• 0 0 0 ••• 0 • Page 7 of 9
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable.
Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required
in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c.
Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of
membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back-
nailed.(Please refer to applicable local building codes prior to installation.)
3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between
the application of the lap.The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile
Loading Guidelines. See General Limitations#9 and#10.
6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for
pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12",precautions should
be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation&before loading of roofmg tiles is Forty-Eight(48)Hours.
8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified
Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request.It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800)894-4563.
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . . . ...
•• • • • • • • • • •
• •• • • • • • • ••
••• • • • • •
NOA No.: 14-0717.08
MIAMI•DADE CQUWIY ••• • • • • ••• • • Expiration Date: 09/13/16
•••: ;•••: Approval Date: 01/22/15
••• ••• Page 8 of 9
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofmg Contractors Association(NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LDMATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . . . ...
. . . . . . . . . .
.. . . . . . . . . .
. •• . . . • . • ••
NOA No.: 14-0717.08
MIAMMADE COUNTY "' "' Expiration Date: 09/13/16
�' •••• • • • •.• • • •
.••; ;•••; Approval Date: 01/22/15
'•' "' Page 9 of 9
MIAMhOAt MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
• 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
3M Company
3M Center Building 0220-05-E-06
St.Paul,1VIN.55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:3Mrm 2-Component Foam Roof Tile Adhesive AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be rovided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site gt the rggt%st --'P--e•;Bxildmg Official.
. .. . . . . ... .
This NOA revises NOA 13-0502.02 and consists of pages ttiroUgh%11-t••
The submitted documentation was reviewed by Alex Tigera.
. ... . . . ...
. . . . . . . . . .
••• NOA No.: 14-0805.01
QMAMMFD�ADE COUNTY Expiration Date: 05/10/17
••• ••• Approval Date:09/04/14
•; Page 1 of 11
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
' ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by
applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component
Foam Roof Tile Adhesive AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A Dispensing Equipment
RTF1000
ProPack®30& 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Prove Test Results
Density ASTM D 1622 1.61bs./ft 3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Fe
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks
• --: : •'• 461%'Volume Change @158°F., 100%Humidity,2
.. . jegks•
Closed Cell Content AV17W?2836 9617. --
Note: The physical properties listed above are Presented as typical average values as determined by
accepted ASTM test methods and*esuWect tp ijotmal nV7 utaewring variation.
- - NOA No.: 14-0805.01
MADECO Expiration Date: 05/10/17
- -- Approval Date: 09/04/14
Page 2 of 11
. . . . . - . . . .
. .. .. . . . .. ..
..- . . . ... . .
. EVIDENCE SUBMITTED:
Test A.aency Test Identifier Test Name/Repo rt Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3M,.2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofmg Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3W 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a qu#Dty.ppVrapce audio n accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administraldve Code'.; : : : : :
. •• • • • • ••• .
•• ••• •• • • • ••
.. .
. .•.• . . . •
.
••
. . see . . . .
. . . .. . . . .. ..
.
.. . . . :0 00: . .• . NOA No.: 14-0805.01
MIAMMADE COUNTY Expiration Date: 05/10/17
FTNUMN ... ... Approval Date:09/04/14
. . ... . Page 3 of 11
. . . . .
. •• •• . . . •• ••
... . . . ... . .
. INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-
160.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient
attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County
Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA.
3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0
(B).
6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or
ProPack®30& 100 dispensing equipment only.
7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH-160 has been dispensed.
9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in
accordance with the Placement Details'herein. Each generic tile profile requires the specific placement noted
herein.
.. ... . . . . . ..
. .. .6: . . ... 00
•
.. ... .•. .. . . ..
. ... . . . .
. . . . . . . . . r
.. . . 000 : : . . . .
••: :0 0.0 000
.0 •.9 V NOA No.: 14-0805.01
CML4DADE COUNTY Expiration Date: 05/10/17
Approval Date:09/04/14
OV 0:0 Page 4of11
: : . . . : : : . .
..
.. .•• 1: .. ..• .. .•• ••.
Table 1:Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65
Profiles
Flat,Low,High Profiles #1 17-23 sq. inches 45-65
Flat Profile #2 10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead
edge)20-25 sq. inches each
bead
Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami-
Dade County Product Control Seal as shown below.
CMILAAMUD�ADECQUONTY...• •
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
.. ... a ..
.. ... .e . . e e.
. ... . . . ...
. . . . . . . . . .
•+• •e •ee e•• e�• �•
NOA No.: 14-0805.01
MIAMI•DADE COUNTY Expiration Date: 05/10/17
e Approval Date:09/04/14
• • • • • • • • Page 5 of 11
• e • eee • e •
e e• •• ••• • •e •e
•ee • • ee• • •
ADHESIVE PLACEMENT DETAIL#1
au . PawNmen.lthr&) Flat/Low Profile Tile
1. Starting at the eave course,apply a minimum 2"
{, (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
��� y •� 'y_ of the tile being set.
2. Continue in same manner.Insure approximately 17
;a 9 (109.7 cm)—23 (148.4 cm)square inch adhesive
contact with the underside of the tile.
.r43� :- s fa�eie
Medium Profile/ Double Pan Tile
Ned fteugh gf"M cemeW
e• +ren
Pte,466"•ah,ru•i 1. Starting at the eave course,apply a minimum 2"
` -. .y 50.8 mm x 10" 254 mm x 1" 25.4 mm foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
Overlock of the the being set.
' 2. Continue in same manner.Insure approximately 17
�ririeruopN•e�el i� '= r
109.7 cm2 —23 148.4 cm2square inch adhesive
contact with the underside of the tile.
d ry; &M Oesum
LM count -- x __Fare
Na OW-9h PU"k WAWFW $� �a•.••,hn�s High Profile/Single Pan Tile
Pwt"rrgnirtdV
1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
W i,,,, `` . -~ �, under the pan portion of the tile closest to the
?'" ' overlock of the tile being set.
2. Continue in same manner.Insure approximately 17
(109.7 cm2)—23 (148.4 cm2)square inch adhesive
~'F '•• ••• • • • • • ••
. •: -`• • contact with the underside of the tile.
eF
mss.. '•�� '�• y`..
E re dmure
10 tn.''••-� ��,�in. aft •II�e••• • • • •••
• •• • • • • • • ••
••• • • • • NOA No.: 14-0805.01
MIAWDADE COUNTY Expiration Date: 05/10/17
••• • • • • ••• • • Approval Date:09/04/14
0.0 ; Page 6 of 11
• • • • • • •
• • • •
• •• • ••• • •• ••
••• • • ••• 0 •
ADHESIVE PLACEMENT DETAIL#2
rua PNOk""S" Flat/Low Profile Tile
1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
.�., onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set.Insure approximately 17(109.7 cm2)
Raft ,00ba,„I �y —23 (148.4 cm2)square inch adhesive contact with the
FcmwFW . underside of the tile.
T.• .:?. .
AL
2. At the second course,apply a minimum 2"(50.8mm)
10 x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 10"
(64.5 cm2)- 12(77.4 cm)square inch adhesive
contact with the underside of the tile.
NMI thh pumic OMMI Medium Profile/Double Pan Tile
Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
r� ti:..• ,. pan portion of the tile closest to the overlock of the
the being set.Insure approximately 17(109.7 cm2)—
`` ,� ti4 23 (148.4 cm )square inch adhesive contact with the
underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
'`' •!® + ''� a $ x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
Fnsre = —F eia
being set.
3. Continue in same manner.Insure approximately 12"
(77.4 cm2)- 14(90.3 cm)square inch adhesive
contact with the underside of the tile.
.. ... . . . . . 00
• V4s4-actions continued on next page)
. .. . . . . ... .
.. ... .. . • • ••
. •.• . . . •.•
. . . GOO . . . . .
. . . .
.. . . . . . . . . .
0 •' NOA No.: 14-0805.01
CMIUAMI-D�ADECOUNTY Expiration Date: 05/10/17
Approval Date:09/04/14
0:0 Page 7 of 11
. . . . V: . . . .
. •• •• . . • •• ..
... . . . ... . .
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
Nan due ga gtnUE gHigh Profile/Single Pan Tile
Wht" Paddy fe. TIW)
1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
,, onto the underlayment positioned as shown under the
° i� pan portion of the tile closest to the overlock of the
tile being set.Insure approximately 17(109.7 cm2)—
`"' 21a �._ `T' =` t"= 23 148.4 cm2 s quare inch adhesive contact with the
;: - ( )underside of the tile.
r
z
2. At the second course,apply a minimum 2"(50.8mm)
IFnwig x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
`'' "-i='` ' w. h�• underlayment positioned as shown under the pan
e., r portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 17"
(109.7 cm)- 19(122.6 cm)square inch adhesive
contact with the underside of the tile.
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . . . ...
. . . . . . . . . .
.. . . . . . . . . .
•• 0 e 0 •• NOA No.: 14-0805.01
aMLM4%MFDMADEC=OU
••• Expiration Date: 05/10/17
.. Approval Date:09/04/14
• Page 8 of 11
. . . . . . . . . .
... . . . ... . .
ADHESIVE PLACEMENT DETAH.#3
Muftoup cmeM Pad*dwtwew tBea
(w6n1. On the eave course only,apply a minimum 2"(50.8
° mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy
° Idtea onto the underlayment positioned as shown,under
i the strengthening rib for flat tile or under the pan
i m tap d :,
portion of the tile for low or high profile tile closest
to the overlock of the tile being set.Leave
approximately 4"(10 1.6 mm)up from the eave
edge free of foam to prevent the expanded adhesive
z=`In. n • from blocking the weep holes. Insure
approximately 17-23 int(109.7-148.4 cm)of
torn-'`a- adhesive contact with the underside of the tile
z Fnda
2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4
mm)foam paddy onto the underlayment just below
RaMaw Pratit®Tits the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
ehmuo ptaasemmm %*1ep3ftundwSa pan portion of the tile,closest to the underlock for
Q, , meal the second course tile to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2)of adhesive
Battu (Wtft contact with the underside of the tile.
apdWW
SiMp
,� - (Instructions continued on next page)
on top of/ �a:sie.
aftem
T
0 a tn.
ve®aware
Save Cmtrs Fascia
V,*Wwn ProfileTil►
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . . . ...
. . . . . . . . . .
.. . . . . . . . . .
° °0 NOA No.: 14-0805.01
CMIAMIkDADECOLRM Expiration Date: 05/10/17
° Approval Date: 09/04/14
°; ; Page 9 of 11
° ° ° ° . ° °
..
.. .V °° ... .:0
. °°° ..
.
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
t9ail ftw4h OWsdc Sithe paft under lite
twhm fibs3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x%"
t (19 mm)paddy on top of the eave course tile
®anew PWdyiundatU l surface as shown,on top of the strengthening rib
apamna
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
' ,--`3 Install second course of tile.Insure approximately
4:4ftL ,,` 9(58.1 cm)- 11 (71cm2)square inch adhesive
swe contact with the underside of the tile at the overlap
z:ain�® `` ,l and 7(45.2 cm2)-9(58.1 cm2)square inch
MP e adhesive contact with the underside of the tile at
the head of the tile.Continue in same manner.
Cie
Weephde
10 Fn 2 in. DflP daswe
Ntgh PrOMO Tial
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. .••• . . •
. . see . . ... Or
.. . . . . . . . . .
••� �• ••• ••• •••
NOA No.: 14-0805.01
MIAMIMADE COUNTY Expiration Date: 05/10/17
••• • ••• • Approval Date:09/04/14
•; ; ; Page 10 of 11
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the cave course,apply a minimum 2"
In Place enough adhesive to achieve BS to 70 sq In Steep pitch
equ red) tions 50.8 mm x 10" 254 mm x 1" 25.4 mm foam
In contact with the pan tile. when required) ( ) ( ) ( )
2)Tumn upside down.place adhesive in paddy onto the underlayment positioned as
to t In.= de edge of cover tile. shown under two adjacent pan tiles. Support cave
Then install the Ensure 20 to
25 sq.In.contact r. �° tiles from rocking until adhesive has a chance to
Underlayment �
cure.
° °
4� y-f - 2. Continue in same manner bringing two pan
courses up toward the ridge.Insure
approximately 65 (419.4 cm)—70(451.6 cm2)
square inch adhesive contact with the underside
' of the pan tile.
sheathing
Eave closure
(Meter ) 3. Turn covers upside down exposing the underside
Weephole sda Board of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remove p portion of the ewe course cover tile.Abut to second c rse of edge of each side of the cover tile.Leave
pan d .Ensure eave end of pan and cover tiles are flush at eave line.
approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course.Insure a minimum of
20(129 cm2)-25 (161.3 cm)square inch
contact area on each side of the cover tile to the
pan tile.Continue in same manner.Trim away
any cured exposed foam adhesive.Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required,2"(50.8
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized,stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• • • • •••
• • • • • • • • • •
•• • • • • • • • •
• •• •
• •• NOA No.: 14-0805.01
QMIAMI-D&DECOUNTY Expiration Date: 05/10/17
... . • • • 0:0 • Approval Date:09/04/14
;.; ; ; Page 11 of 11
• • • • . • • • • .
• •• •• . • . •• •.
... . • . .•. • .
z
MIAMI.DMlDE
� MIAMI-DADE COUNTY
SAW PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/sera
Boral Roofing,LLC
7575 Irvine Center Drive,Suite 100
Irvine,CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Barcelona 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety. .• ••• • • .0*
•• • • • • •
INSPECTION: A copy of this entire NOA•shallbAA i4e4t4 th8 juser by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the wilding Official.
This renews and revises NOA#07-0220.6$AVcon$ists pfpagel4•thtpagh 7.
The submitted documentation was reviewed By Ale%Tigedt.. : :
NOA No.: 12-0222.02
r�uv�a�43e CO Nrr Expiration Date: 04/26/17
• • • + • • + Approval Date: 04/19/12
• ••• . • • Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Cateeory Roofing
Sub-Cateeorw Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral
Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where
the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in the
installation section herein. The attachment calculations shall be done as a moment based system..
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Barcelona 900 1= 17" TAS 112 High profile,interlocking,one-piece,'S'
w= 13" shaped,high-pressure extruded concrete roof
%Z"thick tile equipped with three nail holes. For direct
deck or battened nail-on,mechanically
fastened,mortar set or adhesive set
applications.
Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete
Width:varies roof pieces for use at hips,rakes,ridges and
varying thickness valley terminations manufactured for each tile
profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales,FL.
2.2 SUBMITTED EVIDENCE:
Test Aeency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102&TAS 102(A)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix fl TAS 108(Nail-On)
Redland Technologies Withdrawal Resistance Sept. 1993
•• •: .•: : : %:Testing of screw vs.smooth
•• ••• •• • • •• shank nails
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
•"• •:* 190. .'. . %NQS 108(Nail-On)
.. . . . . . . . .
. .. . ..
. . . . . .
NOA No.: 12-0222.02
MIAMMDADE COUNTY Expiration Date: 04/26/17
Approval Date: 04/19/12
••: : : Page 2 of 7
. . . . . . . . . .
. .. .. 000
. .. ..
... . . . ... . .
... . . . ... . .
. .. .. . . . % ..
. . . . . . . . . .
••• • • • • ••• • •
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
09: �• .•. .•. .•.TAS 108(Mortar Set)
.. . . . . . . . . .
Professional Service Industries, . i-130-94: : Physical Properties Feb. 1995
Inc. •.• • •• TAS 112
The Center for Applied •• 25;768$.3 • TAS 101 (Adhesive Set) June 1996
Engineering,Inc. .*254=40: : %: TAS 101 (Mortar Set) July 1996
. •• • . • • •
The Center for Applied ••26•16$815 fltatic Uplift Testing June 1996
Engineering,Inc. TAS 102
(3"Headlap,Nails,Direct
Deck,New Construction)
The Center for Applied 25-7688-4 Static Uplift Testing June 1996
Engineering,Inc. TAS 102
(4"Headlap,Nails,Clips)
Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998
Testing Services 520191-2-1 TAS 101 March 1999
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999
Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999
System
Walker Engineering,Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering,Inc. Evaluation 25-7094 February 1996
Calculations
Walker Engineering,Inc. Evaluation 25-7496 April 1996
Calculations
Walker Engineering,Inc. Evaluation 25-7584 December 1996
Calculations 25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007
Calculations Gravity
Nutting Engineers 122 TAS 112 January 2007
NOA No.: 12-0222.02
'
QML -D DDE COUNTY Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 3 of 7
3. LimrrAnon
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofmg Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with the applicable Building Code.
4. INSTALLATION
4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance
with Roofing Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight Mo and Dimensions (I x w )
Tile Profile Weight W(Ibf) Length-I (ft) Width-w(ft)
Barcelona 900 11.5 1.417 1.08
Table 2: Aerodynamic Multipliers -X(ft')
Tile A,(ft ) x(fe)
Profile Batten Application Direct Deck Application
Barcelona 900 0.289 0.313
Table 3: Restoring Moments due to Gravity-Mg (ft-lbf)
Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"12" or
Profile greater
Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
900 Deck Deck Deck Deck Deck Deck
7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40
.. ... . . . . . ..
.. . .
. .. . . . . ... .
. . . .
.. ... .. . . . ..
. ... . . ...
. . . 00. . . . . .
.. . . . . . . . . .
. .. 000 000 Goo ..
NOA No.: 12-0222.02
Mu►r�i•naoe caunrr�r Expiration Date: 04/26/17
Approval Date: 04/19/12
. . . . . . . . . .
Page 4 of 7
. .. .. • . . .. ..
... . . . ... . .
i
r
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4
1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8
2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3
1 48 Screw 20.7 20.7 18.1
2 48 Screws 43.2 43.2 29.8
1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0
Field Clip)
1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0
Eave Clip)
2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6
Field Clip)
2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8
Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Barcelona 900 Adhesive 29.3
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc.Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment- Mf(ft4bf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Barcelona 900 Pollyfoam Pol ProTM' 66.5
Polyfoam Pol ProTM' 38.74
3 Large paddy placement of 63 rams of Pol ProTM.
4 Medium paddy placement of 24 rams of Pol ProTM'.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Mortar Set Systems
Tile f 0 s 0 e 0 e Tile Attachment
Profile : Rpl)ltcdtibrt Resistance
00000 . .00
Barcelona 900 •• ..: uart�as Sat : 24.5
5. Tile-Tite Roof Tile Mortar
. ... . . . •:0
. . . . . . . . .
.. . . . . . . . . .
. ..
000 *so *so 00
NOA No.: 12-0222.02
MAW DADE COUNTY Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 7
. .. .. . . . .. ..
000 0 0 . •0• • .
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below,or following statement: "Miami-Dade County Product Control Approved".
No
LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
6. BUILDING PERmrr REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . . . ...
. . . . . . . . . .
.. . . . . . . . . .
. .. . . . . . . ..
NOA No.: 12-0222.02
MIAM4DADE COUNTY Expiration Date: 04/26/17
Approval Date: 04/19/12
. . . . . . . . . .
Page 6 of 7
. .. .. . . . .. ..
... . . . ... . .
PROFILE DRAWING
NAIL HOLES
OVERLOCK
3 5/8 "
17 "
4 13
UNDERLOCK
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
... ... . . . . . ..
. . .
.. . . . .
.. . . . . . 0.
. . . . . . .
.. ... .. . . . ..
... ....
... . ... ... ...
.. . . . . . . . . .
. . . ..
0.: .. . . . NOA No.: 12-0222.02
MMMMAP DE COUNTY Expiration Date: 04/26/17
... ..• Approval Date: 04/19/12
• ••• . • Page 7 of 7
. . . . . . . . . .
... .
. .. ... ... .. .. ..
.. . .
L
-
y MIAMI-DADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
GAF
1361 Alps Road
Wayne,NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes.If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AM may immediately revoke,modify,or suspend the use of such product or material within their
jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County
Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
.. ... . . . . . ..
INSPECTION: A copy of this entire NbA shaA bo.*rovidet�t)tie user by the manufacturer or its distributors
and shall be available for inspection at the jbb,44e 14 the req*elt q�the Building Official.
This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.
The submitted documentation was revie ec by Jor.@e L.Acebo.. ...
. . .
.. . . . . ..
... .
• :• • 0 0 '• NOA No.: 13-1022.15
MIAM4DADE COUNTY • • • • •
• • • Expiration Date: 11/04/18
• .
• :.' :0 :...: Approval Date: 11/06/14
"' 0
0
0
000
0
0
Page 1 of 16
i
Membrane Type: BUR
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut""Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or
(optional) Securock""Gypsum Fiber Roof Board.
Base sheet: GAFGLAS®480 Ultima"'Base Sheet, Stratavene Eliminator Nailable Venting Base
Sheet,Ruberoie 20,Ruberoid®SBS Heat-Weld""Smooth or Ruberoid®SBS Heat-Weld",
25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPI);m 6,GAFGLAS®#75 Base Sheet or any of above
base sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c. in the field.
(Maximum Design Pressure-45 psf.See General Limitation#7)
GAFGLAS®Ply 4,GAFGLAS®F1exPly""6,GAFGLAS®#75 Base Sheet or any of above
base sheets attached to deck with Drill-TecT" #12 Fastener or Drill-Teo`.414 and Drill-
Tec""3"Steel Plate,Drill-Tec"AccuTrae Flat Plate or Drill-Tec""AccuTrace Recessed
Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced
approximately 12"o.c. in the field of the sheet.
(Maximum Design Pressure eneral Limitation#7
GLAS®Flex Ply""6,GAFGLAS®#75 Base Sheet or any of above base sheets attached
to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.
at the 4"lap staggered and in two rows 9"o.c. in the field.
(Maximum Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAS®#80 Ultima""Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth,base sheet
attached to deck with approved 1'/4"annular ring shank nails and inverted 3"steel plate at a
fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS®475 Base Sheet or any of above base sheets attached to deck with Drill-Tec""
#12 Fastener or Drill-Tec"" #14 Fastener and Drill-Tec"'3" Steel Plate,Drill-Tec""
AccuTrace Flat Plate or Drill-Tec"AccuTrac®Recessed Plate 12"o.c. in 4 rows. One row
is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of
the sheet.
(Maximum Design d'ressuse r6 psf•See General Limitation#7)
Any of above Base shect lid tdd@ck tpproved annular ring shank nails and 3"
inverted Drill-Tec insufation plates ata fastener spacing of 9"o.c.at the 4"lap staggered
in two rows 9" in the field.
(Maximum D jI*#nWessusg.-Wpsf.Me.OeeVeral Limitation#7)
•• • . . • • . • • •
Go*. •• . • . • . • ••
•.• ... NOA No.: 13-1022.15
• • • Expiration Date: 11/04/18
MIAMI•DADE COUNTY • • • ••• • • •
•• a ;.'.; ;.••; Approval Date: 11/06/14
"' '•• • Page 14 of 16
•
' WOOD DECK SYSTEM UmTATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex PlyTm 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum 1/4"DensDecC Roof Board or%z"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LEMTATIONS:
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size
shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable.A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of 45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,
prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within
this NOA,General Limitation#9 will not be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field,
perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones(i.e.perimeters,oxten�edocorners andecormers). (When this limitation is specifically
referred within this NOA,General Liihitatiq4 Qlvir gotIV ggplicable.)
10. All products listed herein shall have a qualitya4ufa&e'addit ib wArdance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
ENDS OP.9PHIS 4A CCEPTANCE
. . . .
.. . . .- : : . . . .
. •• . • . • . • ••
NOA No.: 13-1022.15
•MIAMFDADE COp
•• • • • E% iration Date: 11/04/18
�gnUNTY i i i i.i i i i
'''e • • Approval Date: 11/06/14
•'• • • ••• • Page 16 of 16
TGFU.R14153 -Roofing Systems Page 2 of 48
Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt".
r
"GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems.
"GAFGLAS@ Flex Ply 6"and"Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLASO Ply 6".
"GAFTEMP Permalite Recover Board"may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with'TOPCOAT@ Fireshield MB"at 21h to
3-gat/100-ftp.
"Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT".
"Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberold@ Mop Smooth".
Class A,B and C
Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes.
"Ruberoid@ Heat Weld"SBS roofing membrane may be used In lieu of"Ruberoid@ Mop"SBS products in any applicable Classiflcation.
Class A
1.Deck.C-15/32 Incline:3
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurete composite or per Wurethane composite or wood flber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLASO Pty 6"hot mopped.
Surfacing:—Gravel.
2.Deck C-15/32 Incline:2
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type GI or"GAFGLAS@ Ply 4"or"Tri-Piy@ Ply 4"or"GAFGLAS@ Ply 6".
Cap Sheep—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Piy@ Mineral Surfaced Cap Sheet"or"GAFGLASO
EnergyCapm BUR Mineral Surfaced Cap Sheet".
3.Decic NC Incline:2
Insulation(Optional):—One or more layers pedite,wood fiber,glass fiber,polylsocyanurate,urethane,periite/polyisocyanurate
composite,perllte/urethane composite,wood fiber/potyisocyanurete composite,phenolic,2-in.maximum.
Ply Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4,"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6".
Cap Sheep—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCapTM BUR Mineral Surfaced Cap Sheet.
4.Deck:C-15/32 Ine lne:1
Slip Sheet LQpjjana$:—Red rosin paper,nailed to deck.
Insulation f Dotional]:—Any thickness periite or wood liber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive.
Base S —QALply Type G2"GAFGLAS@#7�5 aa§e Sheet"or'Tri-Ply@#75 Base Sheet"(may be nailed).
P —One or more plies Type G1"GA�GLo5&Plv a"or'Tri-Ply@ Ply 4"or GAFGLAS@ Pty 6".
—�Q=ply Type G3"GAEGIASO Mineral Surfaced Cap Sheet"or'Trf-PIyO Mlnerei Surfaced Cap Sheet"or"GAFGLAS@
EnergyCapTM BUR Mineral Surfaced Cap Sheet".
Surfacing fpotiona):—"TOPCOAT@ EnergyCoteTM Elastomeric Coating"applied at a rate of 2-gal/100-ft?.
S.Deck:NC Incline:3
Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or'Tri-Ply@#75 Base Sheet".
Ply Sheet:—One or more plies Type Gi"GAFGLAS@ Ply 4"or"Tri-Ply@ Pty 4"or"GAFGLAS@ Ply 6".
Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-PlyO Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCapTM BUR Mineral Surfaced Cap Sheet."
6.Deck:C-15/32 Indine:2
Insulation:—One or more layers perlite,glass fiber,polyisocyanurate,urethane,perlite/polyisocyanurate composite,periite/urethane
composite,phenolic,1 in.minimum(offset a minimum of 6-In.from plywood deck joints).
Base Sheet:—One or more plies Type G1 or Type G2 or Type G3.
Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberold@ Torch Granule"or"Ruberold@ Torch Granule Pius"or
"Ruberold@ Mop Smooth"or"Ruberoid@ Mop$&o§n5'*or:R�l poi rloe SRK)oth Pius"or"Ruberoid@ Mop Granule"or"Ruberoid@
Mop Plus Granule"or"ROOFMatchTM SBS Moduled GranWa ei"�i l� �S 37odified Bitumen Membrane"or"ROOFMatch—APP
Modified Granular"or"Tri-Ply@ TP-4G"or'Tri-Ay,@ TF-t"jr It rV19 al Rooth".
Cap Sheeti—Type G3"GAFGLASO Mineral 9urfaced"p Shoeor"T -P Y@6U eral Surfaced Cap Sheet"or"GAFGLASO EnergyCap—
BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt.
7.Deck:C-15/32 • •jpdine:j • • •••
• • • • • • • • • •
Insulation(Optional):—One or more taygr#p4ite Vr A98 fijerpr-qla fier Ir polyisocyanurate or urethane or
peritte/polyisocyanurate composite or peri t�e��theme campo+
site wood bar/po�Wisocyanurate composite or phenolic,any thickness.
Base Sheet:—Two or more piles Type GGiI as ypl G3.
Ply Sheet(Optional):—One or more plies Type G1.
Membrane:—One or more plies'Ruberold@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberold@ Torch Granule Plus"or
"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop99rttocr 1.51Aon RaberWd@iMop Saxroth Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@
• •• •• • • • •• ••
••• • • • ••• • •
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 10/4/2015