RF-15-433Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: 305 795-2204 Fax: 305 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
I
FBC 21010
BUILDING R, 2 6 015 Master Permit No. ,,
PERMIT APPLICATION Yo Sub Permit No.
❑BUILDING ❑ ELECTRIC Imo) ROOFING ❑ REVISION ❑ EXTENSION QRENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: L-3 Akd 77,17—
City:
787—City: Miami Shores County: Miami Dade Zip: 33151w,,,,
Folio/Parcel#://�3i19/ "®33- �a� BJ Is the Building Historically Designated: Yes No'H
Occupancy Type: �25 Load: Construction Type: ✓��f Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): L;LO,4aJ /J 9)Tjff6 / ,r?W jr Phone#: `&'Y _ F) 33i
Address: 53 A) 4/ V 5r
City: f*�«4Ai r 6 A'6iZL,,j State: t__1 Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Okeelzeee)llidb Phone#:
Address: ,� 9®/ -fj zz' At)
City: R) € :5 % 1i9 etf State: Al- Zip: 3�� ,D a 2s
Qualifier Name:��l,S c J C'1 -1,e212,/ Phone#: 9dY 963 0870/
State Certification or Registration #: CSC/� l Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $Square/Linear Footage of Work: a 9Ly
Type of Work: ❑ Addition ❑ Alteration
Description of Work: /<l¢
Specify color of color thru tile:_
C
_ P
Submittal Fee Permit Fee $ 3�®" cls CCF'$, CO/CC $
Scanning Fee $ .12 Radon Fee $ 4-50 DBPR $ •QC) Notary $
Technology Fee $ ID C) Training/Education Fee $ ? 440 � Double Fee $
Structural Reviews $ Bond $ SC -10 - cQ�
TOTAL FEE NOW DUE $ 7 F�% 3010
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 issued. In the absence of such posted notice, the
inspection wil of pproved and a reinspection fee will be charged.
Signature Nn4."/1 Signature w.""
(AER or AGENT CO TRACTOR
The foregoing instr ment was acknowledged before me this
day of VaUGMA&I 20 %S , by
( A-- +- ff —,'Who is personally known to
me or who has produced �L as
identification and who ak(
NOTARY PUBLICC
Sign
Print: 41
Seal:
APPROVED BY
(Revised02/24/2014)
an oath.
OF 17MOl
to
The
foregoing instrument was acknowledged before me this
day of1c 20 s . by
t who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
,1,IIIIIIIIIIfII//
Sign: ��®0``` �WH(%////'/®
Print:
Seal:
OF 175881 0�.
sq,9 •.','�o�dddihN ��,•�Q�r
"1ePPZ C, STAO���d
Plans Examiner
Structural Review
Zoning
Clerk
Miamie
Shores llla9
Building Department
10050 N.E.2nd Avenue
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:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address:_ 5-,3 /L) t-1 R i
Roofing Permit Number:
Dear Building Official:
1 146*10 AkOO Ay &4�r_ certify that I am not required to retrofit the roof to wall connections of my
building because:
RThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
f 1994 ition of the South da Building Code (1994 SFBC)
State of Florida
County of Dade
Print Name
IF
4�;e07Wof
OF 175661
The undersigned, being the first duly swom, deposes and says that he/ he is the owner for the ab
Sworn to and subscribed before me this ri
day of S
Notary Public, Sate of
Ei
• When the lust valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was net oonstrucWdl with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurdwe Ration.
Dm.M...i .... Cln4 pfnnn
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
we 1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
CHERRY, IRIS J
CHERRY ROOFING ENTERPRISES INC
3901 SW 40 AVE
HOLLYWOOD FL 33023
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque restaurants,
and they keep Florida's economy strong.
Every day we work to improve the way we do business in order to
serve you better. For information about our services, please log onto
www.myfloridalicense.com. There you can find more Information
about our divisions and the regulations that impact you, subscribe
to department newsletters and learn more about the Department's
initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve your
customers, Thank you for doing business in Florida,
and congratulations on your new license!
DETACH HERE
RICK SCOTT, GOVERNOR
(850) 487-1395
STATE OF FLORIDA
DEPARTMENT OF BUSII'JESS AND
PROFESSIONAL REGUI. ATION
CCC1326486 ISSUED: [ 9/01/2014
CERTIFIED ROOFING CONTRACTOP
CHERRY, IRIS J
CHERRY ROOFING ENTERPRISES. f 4C
IS CERTIFIED under the provisions of Ch.409 FS.
Expiration date AUG 31. 2016 L140901ODC0455
KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
CCC132505
The ROOFING CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
CHERRY, IRIS J
CHERRY ROOFING ENTERPRISES INC
3901 SW 40 AVE
HOLLYWOOD FL 33023
V]
fa.�
V�
UTjj
ISSUED: 09101/2014 DISPLAY AS REQUIRED BY LAW . SEQ # L1409010000 455
ACORD CERTIFICATE OF LIABILITY INSURANCE DATE `'�19/2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS i
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER
IMPORTANT, N the cordflcats holder Is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. 11SUBROGATION IS WANED. rAo d to
the tonne and conditions of the policy, certain polities may requlre an endorsement. A ststemeat on this eatlflmts does not confer rights to the
certificate holder in Neu of such
PRODUCER
A & H Insurance Services
3320 Griffin Road
DARLENELAUZURIQUE
251.1423
FOR Lauderdale. FL 33312 uasuRERIsI APPORDOW COVER -M Nast r
Phone (954) 239.8773 Fax (954) 231.1423 prBtIRER p : UNITED SPECIALTY INSURANCE COMPANY
018URED INSURERS:
CHERRY ROOFING ENTERPRISES INC 18010M C
3901 SW 40 AVE
HOLLYWOOD, FL 33023 (954) 981-6177 "WREN E'
nRER F
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN
nAM 118� REDUCED By PAW CLAIMS.
�PLW9r pp�Y�w° i%R TYPE YVNYYlt _
-- ---- -- u�
[7T-.11j:i lu�iF�:�i>
CMDAMAL GENERAL LIAMU Y CG000003300-02 0212012015 09120116
CLANSMADE :d 'OOC R
A = —
OEM AGGREGATE UMIT APPLIES PER:
POLICY _ jE LOC
AUTCOOSLLE LIAELLITY
i i I
ANY AUTO '
e ALL
OWNED 0
SCHEDULEO
N
AUTOS
AUTOS L
AUTOS I
i PERSONAL a ADV INJURY S 1,000,000.00
GENSRALAGGREGATE S 2.000.000.00
PRODUCTS • COMPIOP AGG S 1,000,0.00
18=1LY wjURY (Pet Fe *n) $ 100.000.00
I SODILY INJURY fpw eeddem► S =.000.00
PIP
_ UKUPWAA LLPM _OCCUR
CPU."wa.rnncn�.c
MwesS LIAR _ CLAIMS -MADE
AGGREGATE S
_ DEC .. RETENTION S
-- ' S
WORKEAS COMPENSATNIN
T A , Fri
AND OIPLanw LV1aMY YIN
ANY PROPRFTOWP�CUTwe
El, EACH ACCIDENT S
OPKERNEMBER bNH) fixCLU EO? NSA
i EJ_ DISEASE • EA EMPLOYE S
I
D83CRIPTIDN OF CPERATICNS I LOCATIONS I VEI =S (AOseh ACOR0101, AddFlfoed Rpmnl:e Sd:edufe. 0 eeors sped b rputrefh
Roofing Services
CERTIFICATE HOLDER CANCELLATION _
Miami Shores Building Department SxcULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
10050 NE 2 Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Miami Shores, FL 331383 ACCORDANCE WITH THE POLICY PROVISIONS.
AUDIORMED REPRESENTATIVE .
DARLENE LAUZURIOUE
01988.2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (201010M OF The ACORD name and logo are reglstored marks of ACORD
Local Business Tax Receipt
Miami—Dade County, State of Florida
-THIS IS NOT A BIL_ -OC NOT :AY
3900835
i
BUSINESS NAME/LOCATION
RECEIPT NO. EXPIRES
CHERRY ROOFING
RENEWAL SEPTEMBER 30; 2015
ENTERPRISES INC
4072609 ,, uSt bt dist; at V!O-: c of busmus9
DOING BUS IN RADE CO
P,,suanl to Coangr Cndr,
MIAMI; FL 33000
Cnac;cr BA - Art g & •.0
OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED
CHERRY ROOFING ENTERPRISES 196 SPECIALTY BUILDING BY TAX COLLECTOR
INC CONTRACTOR 82.50 10/0612014
Worker(s) 4 98BS00089 0221-15-000110
This local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is nota license,
permil, are certification of the holders qualifications, to do husiness. Haldor muss tmmPly with any govornmanlal
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT NO. above must be displayed on all commercial vehicles- Miami -Dade Code Sec 89-276.
MMA Fye For more information, visit www miamidade,govB3xcoIIn%0
CERTIFICATE OF LIABILITY INSURANCE
Data
2/25/2015
Producer: Plymouth Insurance Agency
This Certificate Is Issued as a matter of Information only and confers no
2739 U.S. Highway 19 N.
rights upon the Certificate Holder. This Certificate does not amend, extend
Holiday, FL 34691
or alter the coverage afforded by the policies below.
Insurers Affording Coverage NAIC #
(727) 938-5562
insured: South East Personnel Leasing, Inc. & Subsidiaries
2739 U.S. Highway 19 N.
Insurer A: Lion Insurance Company 11075
Insurers:
insurer c:
Holiday, FL 34691
insurer D:
Insurer E:
Coverages
The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document
with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate
limits shown may have been reduced by paid claims.
INSR
LTR
ADDL
INSRD
Type of Insurance
Policy Number
Policy Effective
Date
Policy Expiration
Date
Limits
(MM/DD/YY)
(MM/DD/YY)
GENERAL LIABILITY
Each Occurrence
$
Commercial General Liability
Claims Made 13 Occur
Damage to rented prem ses (EA
occurrence)
Med Exp
Personal Adv Injury
General aggregate limit applies per:
Policy ❑Project 1:1
General Aggregate
Products
Products - Comp/Op Agg
AUTOMOBILE LIABILITY
Combined Single Limit
Any Auto
(EA Accident)
Bodily Injury
All Owned Autos
Scheduled Autos
(Per Person)
Bodily Injury
Hired Autos
Non-Owned Autos
(Per Accident)
Property Damage
(Per Accident)
EXCESS/UMBRELLA LIABILITY
Each occurrence
Occur ❑ Claims Made
Aggregate
Deductible
A
Workers Compensation and
WC 71949
01/01/2015
01/01/2016
X
I WC Statu-
OTH-
Employers' Liability
torV Limits
ER
E.L. Each Accident
$1,000,000
Any proprietor/partner/executive officer/member
E.L. Disease - Ea Employee
$1,000,000
excluded? NO
If Yes, describe under special provisions below.
E.L. Disease -Policy Limits
$1,000,000
Other
Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616
Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-68-259
Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company":
Cherry Rooflng Enterprises, Inc
Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL.
Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity.
A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562.
Project Name:
ISSUE 02-25-15 (MT)
Betrin Date 3/4/2014
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE
Should any of the above described policies be cancelled before the expiration date thereof, the issuing
insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to
do so shall impose no obligation or liability of any kind upon the Insurer, its agents or representatives.
10050 NORTHEAST 2nd AVE.
MIAMI SHORES, FL 33138
sri° L?
Miami Shores Village
10050
Bond Type - Contractors Bond
N.E. 2nd Avenue NW
CCF
Miami Shores, FL 33138-0000
'
Phone: (305)795-2204
Project Address Parcel Number Applicant
53 NW 97 Street 1131010330280 DEAN ANTHONY DENT II
Miami Shores, FL 33138- Block: Lot:
DEAN ANTHONY DENT II 53 NW 97 Street (414)581-7334
MIAMI SHORES FL 33150-
53 NW 97 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone
CHERRY ROOFING ENTERPRISES INI (954)963-2741
of Work: Re Roof
onal Info:
ification: Residential
iinq: 3
Fees Due
Amount
Bond Type - Contractors Bond
$500.00
CCF
$7.80
DBPR Fee
$4.50
DCA Fee
$4.50
Education Surcharge
$2.60
Permit Fee - New Roof
$300.00
Scanning Fee
$9.00
Technology Fee
$10.40
Total:
$838.80
Valuation: $ 12,850.00
Total Sq Feet: 2450
Pay Date
Pay Type
Amt Paid
Amt Due
Invoice #
RF -2-15-54616
02/26/2015
Cash
$ 50.00
$ 788.80
03/12/2015
Cash
$ 588.80
$ 200.00
03/12/2015
Check #: 1013
$ 200.00
$ 0.00
Bond #: 2637
Ayaliabie Inspections:
Inspection Type:
Uo Lift Resort
I Roof
In Prop
Sheet
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 ELECT CAL, jify
BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFID IT: I chat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and Vining. Fore, I authorize the above-named contractor to do the work stated.
March 12, 2015
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
March 12, 2015
�' '! Reile Eng. eeringr Corp.
(Cons�rltingtg�n)
i 2370 S. IET23 Avenue
Miami, Florida 33175-1174
Tel: 305-823-8008 / 305-397-6414
N l NNEER F= 305-823-33001305-884-8834
Website: www,re&hengineering.com
April 8, 2015
Cherry Roofing Enterprises
3901 Southwest 40 Avenue
Hollywood, Florida 33023-6223
Project:
Dear Sirs;
ROOF TELE UPLIFT TEST REPORT
Residential Home
53 Northwest 97 Street
Miami Shores, Florida
Information provided by client:
Permit Number: Not Provided
Date Completion: April 5, 2015
Roofing Contractor: Cherry Roofing Enterprises
Project Number: 15-0304
(Testing Laboratory Certificate #11-0715.04)
In accordance with your request and authorization, a representative of Reileh Engineering
Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard TAS No. 106 - Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically
attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 40 feet above ground surface. The type of the used for this project was reported to
be concrete/clay Roof Tile, This tile was reported to have been foamed in place.
At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than
one (1) file in ten (10) of all components in the field area and one (1) the in five (5) of all tiles in the
perimeter and comer areas were physically examined.. A minimum of one (1) test per every two (2)
squares in the field, one (1) test per square in the perimeter area., ridge caps and (1) in the comer
areas were conducted.
Based on 'outest results , we> conclude that the installation �of the roof tile'at the ,above refiererxeed
project meets the test requirement outlined in the above-mentioned'protocoL Attached please find
a copy of our test report for your review..:
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
Reileh Engineering Corporation
Whamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFT TEST
Residential Home
33 Northwest 47 Street
Miami Shores, Florida
Reileh Engineering Corporation — Project Number - 15-0304 — Page 2 of 5
Report of
TILE UPLIFT TEST
for
Residential Home
53 Northwest 97 Street
Miami Shores, Florida
Project Number: 15-0304
Tes Number
Test Load lb
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
24
35
Pass
Redch Engineering Corporation -- Project Number - 15-0304 — Page 3 of 5
Test Number.
Test Load b
Test Status
25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
51
35
Pass
52
35
Pass
53
35
Pass
54 35 Pass
Reileh lingineering Corporation -- Project Number - 15-0304 — Page 4 of 5
'Number
FI-
Test Load lb
Test Status
S5
35
Pass
56
35
Pass
57
35
Pass
58
35 1
Pass
Test 1-12 Comer, 13-18 Ridge Caps, 19-27 Perimeter, 28-58 Field
Reilch Engineering Corporation -- Project Number - 15-0304 — Page 5 of 5
65'
2 6 B 7
4
40 20
H 52
� 58 5b
55 29
59 �
41 S7
50 51
57 54
22
42 V9T
75 52 50
n 27
45
47
49
44 46
48
2
II 25
24 25
26 10
NUMC3EP OP TE5f PEPIMETV - BOO 5P O Pana CAP TE5f LOCATION
FEW - N COP2NEP - 60 5F
MUM - 9 P MNOTE5 WOKEN lU
COPNEP - 12 PEPIMETEP 1715fN\a, a - 5' L MNOTE5 L005E TILE
P 6E CAP — 6 COUP AREA - 5'X 5'
AMOX, POOF TE5T LOCATION5 ANP PIWN51ON5
RE: Permit # ' Z11 `�33
(Print name and circle ucense Type)
License #: CCC/3 07- Z ?
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: 3 f �;-
licensed as a (n) Contractor / Engineer / Architect,
FS 468 Building Inspector
On or about , I did personally inspect the roof deck nailing
I (Da b time)
work at 6`3 �✓ g 5,7_
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
"' ,
Manual (Based on 553.844 FS)
ae"..
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. �
\\\��,�,E\IA WHIN
`�` ..Go�MissroNF •9 '.
Sworn to and subscribed before me this day of _ ;®mbar?? ,�
Notary Public, Sate of Florida at Larg
%99` • �n� � Oma':
�IC
f, TA
*General, Building, Residential, or Roofing. Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plae roof with
permit # and address # clearly shown marked on the deck for each inspection
L
Meow Parmn ft.
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Mimi OWNER'S NOTIFICATION FORM
0 SECTI®N 1524
7)16-9 fired-- &CU be
HIGH VELOCITY HURRICANE ZONE -REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 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 Chapter 15
of the Florida Building Coale, Building 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 initials in the designed space indicates that the item has been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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.
y -M 2. Renailing wool decks: When replacing roofing, the existing wood roof deck may have to be renaifed in
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.
(The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.
townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify
the occupants and adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed
rom below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pttitrttions of the
underside of the decking may not be acceptable. The owner provides the option of maktainpng itsA`ppearanoe "::
0000.. ... ....%
X1W 5. Ponding water: The current roof system and/or deck of the building may not and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indicatigrroistructu" dirtress aVd'r'rr; ,
require the review of a professional structural engineer. Ponding may shorten the life ex�Kq ncy Ad jtrforerifflObi
the new roofingsystem. Ponding conditions may not be evident until the original roof 4 .s..em i! sees
p
Y g Y g �� .q3qlt1g
conditions should be corrected.
0 . .0000.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so thaithgrQof is SMI overloaded from
0.0000
a wild up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflUNuppe?s (wall
outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of
Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
w7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the
tructural assembly (the building itself). The existing amount of attic ventilation shall not be reduced.
Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting,
shall not be required. ,r---�
Owner's/Agent's Signature:
Contractor's Signature:
.S 3 AJ'c�1
Property Address:
123 01-197 12/09
�7-
Date: ® /
Permit Number:
02J29/2015,1:28PM FAX
ma
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES
BOARD AND COM ADMINISTRATION D( MON
F ACCEPTANCE i
Boral Roofing LLQ
7575 Irvine Center Drive, Snits 100
Irvine, CA. 92618
10012/0019
AGAMI-DADE COUNTY
PRODUCT CONTROL SEtMON
I105 M 26 SUeK Room 208
Miw-OtwriW3174-2474
T (786) 3I5-2590 F (786) 31 x-2599
Ww.iontMW t tr a brim
SCOPE:
This NOA is being issued under the applicable rules and regulationsoverning the use of eonatruction materials, The
documentation submitted has been reviewed and accepted by Mi de Cotlrcty RER. - Product. Control Section to be
used in Miami Dade County and other areas where allowed by the Ai thority Having Jurisdiction (AITJ).
This NOA "I not be valid after the expiration date stated below. 7
(in Miami Dade County) and/or the AHI (in acus other than Miami
product or material tested for equality assurance purposes. If this pros
manner, the mau ffilGh y- will incur the expense of such testing and
suspend the use of such product or material within their jurisdiction.
if It Is determined by Miami Dodo County Product Control Sion d
requirttmsents of the applicable building code.
This product is approved as described herein, and has been designed
including the High Velocity Hurricane 7xne of the Florida Building
DESCRII'TION: Sway (Shake, Slate, Split Shake) Conerete
LARMING: Tach unit shall bear a pertnantt label with the menu
statement: "Miami Dade County Product Control Approved", unless
RENEWAL of this NOA shall be considered a1%r a renewal applic
in the applicable building code negatively ung the petformartoe
URNINATION of this NOA will occur after the expiration date ti
Materials. use, and/or manufacture of the product or process. Misuse
fQr_34les, advertising or any Other Purposes shall automatically termli
of this MA shat I be cattle for termination and removal of NOA.
ADVERTISiLtVIENT: The NOA number preceded by the words
expiration dam may be displayed in advertising literature. If any p
it, its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the
shatI be available for Inspection at the job site at the request of the B
This renes NOA## 12-0308.23 and consists of pages 1 through a.
The submitted documentation was reviewed by Alex Tigera.
APPWYED P.1
Miami -Dade County Product Control section
de County) reserve the right to have this
t or material fails to perform in the accepted
AIIJ may immediately revoke, mod*. of
ER reserves the right to revoke this acceptance,
this product or material fails to meet the
comply with the Florida Building Code
0000..
Of Tule Soo•
0000.. 000006.0
• • • 0000
cturees mime or logoeaityAnte and following 000900
therwise noted herein_ • • • • •
0000....
0000.. 0000
tom has been filed and lWe has been nbecha>nge• •; • • •
fthis product •••••• •••• •••••
•
if there has been a re maw j chane'.the. 0 0 00-0:
f this NOA as an endpme�at of eylpbduct, •
tt¢ this NOA. Failmle c6z*[y wit ang !ecttott • • • •
•
0000
d -Dade County, Florida, and followed by the
of the NOA is displayed, toxon it shall be done
by the manufacturer or its distributors and
MR Official.
NOA No.: 12-ONN4.12
Eviratlos Detet 12/1017
Approval Date: 12106/12
Palo fora
02/29/2013.1:29PM FAX
R.00MG ASSEMBLY APPROVAL
Category: Roofing
Stub Category: Roofing Tiles
Mate: Concrete
I. ScOI>E
This renews and revises a system Using Saxony (Shake,
maaubdured Boral Rooting LLC in Lake Wales, FL and de
For locations where the pressure requirements, as determined
design 1)MM a values obtained by calculations in compliance
herein. The attachment calculations shall be done as a momcn
2. PRODUCT DIMCRIPTIOl11
180013/0019
Siete and Split Shake) Concrete Roof Tile, as
cribed in Section 2 of this Notice of Acceptance.
by applicable Building Cade does not exc and the
with IFAS 127 using the values listed in section 4
based system.
Ia ofktwEoh Test Product
AmLm nnmi-ous ft ■ i
Monier Lifetile LLC 1- 16%" TAS 112 at, interiocising, high pressure extruded concrete
Saxony (Shake, Slate and w A 12-318" r oof the equipped with two nail !toles. For diW
Split Shake) Tilc.6" thick k or battonW nall-on, mortar or adhesive sept
iirrs4inne
Trim Pieces 1 vales TAS 112
W Q varies
varying thickness
2.1 MANUFACTURING LOCATION
2.L1. Lake Wales, FL.
2.2 EVIDEiCiE SU j%ffTED:
XqgAmfta
Imildentift
Redland Technologies
7161-03
The Center for Applied
Appendix III
94-184
Englneerin& Inc,
The Ginter for Applied
94-060A
l?.nginecting, Inc.
The Center for Applied
25-7183-6
Engineering, Inc.
The Center for Applied 25-71$3-S (2
Engineering, Inc.
The Center for Applied 25-7214-1
FAMineering, Inc.
Dty trim, concrete roof pieces for use at hips,
ea, ridges and valley terminations.
Fndkebred for each file profile. ....
1WNaMrn[14Inurt0..0 O ' & ..•...
Static Uplift Test•; •; Deb. 1991 '.
PA 102 & PA 102CA) ' :... :. • • • • • •
Static Uplift Test .' . ')4 j 994 :....:
PA 101 (Mortar Set) '..' •
Stec Uplift Testing x,1994
PA 101 (Adhesive Set)
Static Uplift Testing Feb.1995
PA 102
k Drive Screws, Uimct Deck)
Static Uplift Tag Feb. 1995
PA 102
uik=Drive Screws,13atrens)
Static Uplift Tessting Match, 1995
PA 102
k Drive Screw, MW Deck)
NOA No.: 124ft4.12
ERfttfon bate: 12/18/17
Appiroval Date:12AM2
Page 2 Of a
2.2 EVWENCE 5tBMITIMD:
The CenWr for Applied
Engineefin& Inc.
Redland Technologies
Redland Technologies
Redland TwJ=Iogies
Redland Teschn010 a
The Center for Applied
Engineering, h m.
Celotex Corporation Testing
Service
Celoteue Corporation Testing
Service
Walker ftwerin& inc.
Walker Engineering, Inc.
Walker BnWneering, Inc.
Walker Engineer, Inc.
Walker EnghuxdM Iac,
Walker EngincerimS Inc.
Walker Fjq;b�% Inc.
Nutting ging
3. L MffAnONS
lid iden"wr
25.7214-5
7161-03
Appendix R
Letter Dated Aug. 1, 1994
P063I-01
P0402
Project No. 307025
Test #MDC -77
5201091
520111-4
520191-1
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluatim Calculations
Calculations
Calculations
129
3.1 lire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applicagons, a static fleJ(
TAS 106.
33 Applicant shall r*Wn the service of a Miami -Dade Cm
in acxordme with TAS 112, appendix 'A'. Such to
Compliance Office fpr review.
3.4 Minimum tmderlay►ment shall be in compliaues with lila
section 4.1 herein.
3.5 300 hot mopped underlayment applications may be ins,
otherwise by the emdeulayrngnt material manufacturers pt
3.6 This acceptance is for woad deck applications. Minima
applicable building code.
TO -1 NaMellli<eMrt
Static Uplift Testing
PA 102
Qwk--Drive Screw, Baer)
Wind Tunnel Testing
PA 108 (Nail -0n)
Wind Tunnel Testing
PA 108 (Nail -0n)
Wind Tunnel Testing
I?A 108 (Mortar Set)
Wrawal Resistance Testing of
rem vs. smooth shank nails
Wired Driven Rain
PA 100
Static Uplift Testing
PA 101
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25-7094
25-7496
25-7584
25-7800-8
25-7804-4 & 5
25-7848-6
25-7183
►Patty Adhesive Set System
►ring Moment Dna t%Cmrft
TAS -112 000• :
,
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
OCL 1994
Dec. 1999
March 1999
June 2007
February 1996
April 1990
DeemWr 1096
March 1993
91A 1999
6Ur,M07
•3an.,2007
•
0860 • •• 06.6•
uplift test shall be perfavenin acamsetae with•""
ty Certified Laborab* terWorneguarterly last....::
ting sal I be submitted to the aVft g Code. 6..:
pplic able hoofing Applications Standards listed
lied, perpendicular to the roof slope unl as stated
lishcd literature.
deck requirements shall be in compliance with
NOA Nei n4ft4.10 .
Expiration 13ate: IM W 7
ApprUval Date: 12M/12
Page 3 of a
0$/23!2015 1:29PM FAX
@0015/0019
4. jwsTAu TIONi
4.1 5exmY (Shako, Slate ud Split Shake) Conmft Roof rue and its components sW be insteiled in strict
compliance with Roofing Application Standard MS I 11. RAS 119, and RAS 120_
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Nmenslons (1 x w )
Ills P"le Welght W (Ibf) Length-! (ft) lMdfiww (ft)
Saxony (Shake, Slate and SpIft 11.8 1.375 1.02
Shake Tile
Profile
Saxony
(Shalee,
Slate and
Tile
Profile
Table 2: Aerodynamic
U
.2L
3: Restoring Moments due t6 GnpAty - M..
X (f r)
Direct beck Application
2":12"
3":12"
4":12"
6":72"
6".12"
7":12" or
-Ne—ct8atterm
greater
Direr
lis Direct
Matme 1 Direct
satte is Exrw
Battens D'lrect
Declt
Deck
Deck
Deck
Deck
Deck
6.63 7.14
6.56 7.07
6.47 1 6.97
634 6.83
6.18 6.66
6.4$
-Sal
c• •••
004
8668••
•688
8888••
8888••
NOA Nae 124904.12
Fzp4,UUM Date:12A6n7
Approval Dapper 12M02
Page 4 of 8
02/23/2015 1:30PM FAX
110018/0019
Table 4: Attachment Resistance Express ars a Moment - Mr (ftdbf)
for Nail -On Syste
Tile
Fastener Type
birect Deck
Direct Deck
Battens
Profile
�....
(min W321, plywood)
(min.19132"
�
'....'Resj6gje 0.
Saxon Shake State and Soft sham Till
Adhesive'—l000soe
ir"od)
31 0• . • .
Saxony (Shake,
State and Split
Shake) THe
2-10d Ring Shank Nails
30
38.1
1 .2
1-10d Smooth or Screw
Shank Nail
7. 1
9.8
4.9
2-10d Smooth or Screw
14 0
18.8
7.4
Shank Nails
1 #8 Screw
30
30.8
18.2
2 #8 Screw
51
51.7
2.4.4
1-10d Smooth or screw
24
24.3
24.2
Shank Nell Fleld Cli
1-10d Smooth or Screw
19
19.0
22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw
35
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.
31.9
32.2
Shank Nails ave Clip)
Table 6: Attachment Resistance Expr
d as a Moment M?(t4bQ
.. .
for Two Patty Adheslvee
t Systems 0 0.6 0.
.
. '..' . •
Tile Profile
le Application
�....
um Altaehnre •
4 Medium pgft phmemerilad 24 gram
�
'....'Resj6gje 0.
Saxon Shake State and Soft sham Till
Adhesive'—l000soe
31 0• . • .
See mamifachires cvm ent al for iggialladon
.. ..
.. . ..
.I
G q p��
Re Produrb Company THeBond Average � per patty 13 8 grams. 0 0 0 0 • •
•
3M 2 -Component Foam Roof THe Adhadve AH -180. Avera e
pWpwpW8uramL 0
. 0 ..
Table 7. Attachment Resistance Expregm 4 as a Moment - FAIn-NM . • ; •:
for Single Patty Adhesive I et Systems " '
The Profile
Tile Applic4on
Minimum Attachment
Resistance
Saxony (Shake. Slate
and W Shake) Tile
3M 2-Conl trent Foam Roof Tile A hesive AH -160
118.01
3fUl 2-C went Foam Roof Tile heshle AH -160
40.4
e ent of 46 arame
4 Medium pgft phmemerilad 24 gram
NOA No.: 12-8904.13
Expiration Date: 12/16117
Approval slate: IZM2
Page 5 of 8
02,/23/2015.1:30PM FAX @0017/0019
Table 8: Attachment Resistance Expressed as a Moment - Mr(ft4bf)
for Mortar or Adhesive set Systems
The ilia Attachment
Profile, Ap ksdon Resistance
S. LABEuNG
All dies shall bear the imprint or ide affiable marking 3f the manufacturer's name or logo, or following
statement: "Mlami-bade County Product Control Approv W.
or BOR--A-L.-LIFETILE
& $UUMING PERMIT F"UIIixmmm
6.1 Application for building permit shall be accoW
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents requitvd by the Bi
properly evaluate the installation of this
7WX (LAKE 61►A1.F.® FL)
UTH TILE
... •
. .
•
0006
6006•0
•• 99.
.
•
6 . .
9
606.09
• ..
00000.
0000.0
by copies of the fol lowb
6.6.6 •
0000
0000
.
00000
0
Official or applicabi&bvilding ler to
g
code4iww
•: • 6
In. .. ..
.. .
069000
•
0000..
.
. .
. .
0000..
0000..
0
•
00.
0004
00 0
NOA Wo.s 124 M4j2
Expiration Date: 12/10/17
Approval bates 121802
Page 6 of 8
02./23/2015.1:30PM FAX
PWL
0
ftonut DRA
VATNU=
SAXONY CONCRETE ROOF TUX
SAXONY CONCRETE ROOF TILE
1230
,TL MODEL) '' '
.00.00
.ones.
0909
.
0000
0000..
en e.
SHAKE MOIDEl.)
IA0019/0019
NOA Nat [Z -M.12
Explmdos Ddet 174114/17
Approval Date: l?. M2
Page 71of 8
02/23/2015 1:30PM FAX
10019/0019
NOA Nat 12-090+1.12
Expiration Datet IM697
Approval Date. 17J' MI2
1'�ge 0;af 8
a
SAXONY CoNCII m RooF TILF.HAKE
MODEL)
EM OF THIS ACC
ANC:E
see*
•
. .
•ss•
•••ss•
•
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......
. ••
•0000•
sees
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....
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.....
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......
....
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•
. •
000000
• ••
•• •
0000••
•
sees
0000••
•0 •
NOA Nat 12-090+1.12
Expiration Datet IM697
Approval Date. 17J' MI2
1'�ge 0;af 8
02/23/2015.1:25PM FAX
MWID
DEPARTIUNT OF REGULATORY AND ECONOMIC RFSOURCF,Si
BOARD AND CODE ADORATION DIVISION
NOTICE OF ACCEPTANCE OA,
3M Company
3rd Center Baii+ltng 0220405.E_"
St: Paul, MW. SS144-1000
SCOPE:
This NOA is being issued under the applicable rules and regukdo:
documentation submi#cd has bm reviewed and accepted by Mian
used in Miami Dade County and other areas where allowed by tiro A
This NOA shalt not be valid after the expiration date stated below.
(In Miami Dade County) and/or the AHJ (in areas other than Munni
or material tweed for eluality► assurance purposes. If this product or in
manufacturer will Incur the expense of such testing and the AHI mi
of such product or material within their jurisdiction. RM rese
determined by Miami Dade County Product Control Section th4a thi
of the applicable building code.
This product is approved as described herudn, and has been dosi
including the High Velocity Hurricane Zone of the Florida Building i
DESCRII•TION: 3wx 2 -Component Foam RodTile Adli0ive
LABELING: Each unit shall bear a permanent label with the mar
statement: "Miami -Dade County Product Control Approved", union
RMWAL of this NOA shall be considered after a renewal appli
in the applicable building code negatively affecting the performance
119KINATION of this NOA will occur after the expiration dat
materials, use, and/or manufacture of the product or process, Misuse
sato% advertising or any other pies shall automatically terminal
this NOA shall be caum for termination and removal of NOA.
A DVERTISEME1NTi The NOA number preceded by the words
expiration daze may be displayed in advertising literature. if any pa
in its entirety.
1@000110019
MtAIMt DADL COUNTY
PRODUCT CONTROL szC WN
11805 5W 26 Sucok Rom 248
Mimi. FW"
T (786)315-2S90 F (786) 315-2599
i governing the use of construction materW& The
Dade County RER Product Control Section'io be
thority Having Jurisdiction (AM.
[he Miami -Dade Cow9y Product Control Section
We County) reserve ft right to have this product
aerial fails to perform In the accepted manner, the
r immediately revoke, modify, or suspend the use:
= the riot to revoke this acceptance, if it is
product or material fails to meet the requirements
to comply with the Florida Building Code
.666
.
. . 6006 0666.0
LH -160 •• •• •
fheturees name or to b, in, stato and fodlowl$g...:
therwise noted herein.• "' . i • 6 •6 • •
0000 . .. 0000.
tion has been filed aMW& has
Rids product. •
0000..
0000..
or If there has becn�a reyislon OC MIA& In the .
f this NOA as an eriftadnint of arty+ poduct, fU • • • :
this NOA. Failure to comply witif a4 sktion of
d -Dade County, Florida, and followed by the
of the NOA is displayed, then it shall be done
INSPECTION: A copy of this entire NOA shall be provided W tht user by tate mtuunfacftW or its distributor and
shall be available for lnspectlon at the job site at the request of the Bui ding Official.
This NOA revises NOA 12-02.28.18 and consists of pages I through 1
The submitted documentation was reviewed by Juan R. Collao, R.A.
Ir.?FR OED
NOA No.: IUSftO2
IQapirat en bate: 05/10/17
mal Met IW2J13
page 1 of 11
021,23/2015 1:25PM FAX
R(IOPM COMPONENT APPROVAL:
Category.- Roofing
Sub Category: Roof the adhesive
waterials: PoIywvffiwm
SCOPE..
This apps 3Mm &Compopent Foam Roof Tile Adhesive AH
described in Section 2 of this Notice of Accept&ttce, For the loco
determined by applicable building code, donor not exceed tate design
compliance with Roofing Application Standard RAS 127, for VO using 2-ComponeUt Foam hoof Tile Adhesive Al,[ -164.
moment based system for single patty placement, and as an uplift
PRODUCTS MANUFACTURED 13Y APPLICANT:
ns Test
kation•
3MTm 2 -Component Foam N/A TAS 101
Roof T'de Adhesive Ali
160
Foam DIRMiscr RTF1000 N/A
ProPack@) 30 & 100 N/A
PRODUCTS MANUFACB=D BY OTWERS:
Any Miami -Dade County Product Control Accepted Roof Zile
resistance values with the use of 2 -Component Foam Roof Tile
MANUFACTURING LOCATION(:
1. Tomball, TX,
PHYSICAL PROPERTIIE'<S:
1.611
18M
12 F1
281
0.091
3.1 P
Closed Cell Content ASTM D 2856 86%
Note: The physieal properties listed above are presented as typical
accepted ASTM test methods and are subjeet to normal wag
1@0002/0018
160 as manufa Und, by 3M Company as
s where the design pressure requirements, as
Msure values obtained by calculations in
h approved Mit, low, and high profile roof tiles
the attachment calculations are dorm as a
ed system for double patty systems
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
Test
Density
ASTM D 16.22
Compressive Strength
ASTM 131621
Tensile Strength
ASTM D 1623
Water Ahssootption
ASTM D 2127
Moisture Vapor Transmission
ASTM E 96
Dimensional Stability
AS'r'M D 2126
1.611
18M
12 F1
281
0.091
3.1 P
Closed Cell Content ASTM D 2856 86%
Note: The physieal properties listed above are presented as typical
accepted ASTM test methods and are subjeet to normal wag
1@0002/0018
160 as manufa Und, by 3M Company as
s where the design pressure requirements, as
Msure values obtained by calculations in
h approved Mit, low, and high profile roof tiles
the attachment calculations are dorm as a
ed system for double patty systems
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
Parallel to rise
Perpendicular to rise
Parallel to rise
m / inch
6 Volume Change @ -400 F., 2 weeks
Volume Change @1589F., 100°% Humidity, 2
values as determined by
mg variation.
KOA No.: 0402,02
Ezpdmtdoe Date: 050/17
Approval Date: 123
Page 2of11
0000••
•
0000•
00.00
000000
•
0
0000••
•0000•
•••
• •
•
....
se .
•
having a current N0%. * Mch
list moolont
Ali -160 roof file adlg*.e,
• • •
0000
• ••
......
....
0 Soo
•• •
Parallel to rise
Perpendicular to rise
Parallel to rise
m / inch
6 Volume Change @ -400 F., 2 weeks
Volume Change @1589F., 100°% Humidity, 2
values as determined by
mg variation.
KOA No.: 0402,02
Ezpdmtdoe Date: 050/17
Approval Date: 123
Page 2of11
0000••
•
0000•
00.00
000000
•
0
0000••
•0000•
02,/23/2015 ,1:26PM FAX
I+ VWENCE &BIt+M TEDD
Tett Aeen+w
Center for Applied Engineering
Miles Laboratories
Polymen Division
Ramtech Labomtorim Inc.
Southwest Rmmmh hm lute
Trinity Eagineering
Celotex Corp. Testing Services
od MAMMOr-
""0
257818 -IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB -589-631
9637-M
01.6743-011
01-6739-062b[l]
705o.02.%-1
P36700.04.12
P39740.02.12
528454-2-1
$28454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
LEWITATiom
1. Fire classification is not pari of this aceeptamce. Refer to the
2. All approved products listed herein shad be l"@d and shall
manufacturees name or logo and following statement: "Mian
Miami Dade County Product Control Seel as shown below.
3. Ur 2-Cataponert Foam Roof Tile Adhesive AR -160 sha11 sc
4. Minimum mmde layment shall be in comlrlianm with the Roofi
S. Roof Tyle mmffimhm acquiring acceptance for the use of 31V
160 roof the adhesive with their Ole assemblies shall test in act
d. All products listed herein shall have a quality asce audit
Rule 9N-3 ofthe Florida AdrWnistradve Code.
00003/0018
Tesi_A1meme mtrE
Date
TAS 101
04/0$,/94.
TAS 101
12/16/96
SSTD 11-"
I0/25/95
SSTD 11-93 11/02/95
SSTD 11-93 12/12/95
ASTM D 1623 02/01/94
ASTM E 108 04/30/93
ASTM 1R, 108 11/16/94
ASTM E 84 OI/46/95
TAS 114 03/14/96
ASTM D 1623 04/18/12
TAS 101 02/21/12
TAS 123
TAS 101 10/23/98
ease
.
TAS 10I o::..:
•a j7JyM
040:06 :0
•.0• •• •
e • • • a
00
0000•• •
TAS 101 6407909
.a.... .
•
00 .00000
rel Roof rile Asaembly for fire ptjng.
the Imprint or identifiable mwWtlg of the
le. County Product Control Approved" or the
s s
•
0000.0
ly be used with flat, lm dt high tale prt film.
Application Standard RAS 120.
2 -Component Four Roof Tile Adhesive Ali -
dance with TAS 101.
accordance with the Florida Building Code and
NOA No.: 13-OSOZ02
E7eplratlan Date: 05406 I
Approval Date: WIND
Page 3 of 11
IAISULUTION:
i. 3MI 2 -Component Foam Roof Tile Adhesive AH -160 may
NOA that Has uplift resistamce values with the use of 3Mm
2. 3M'm 2-COmPOnctTaam Roof Me Adhesive Aji 160 shall
Application section and the MTesponding placement Details
OftclurI t with the use of 3MTM 2-ComPMent Foam Roof T
went rosicL, expressed as an uplift based system, to
compliance with Miami)ade Coutny Roofing Application $1
noted in tete roof the assembiy MOA,
3. 3MTM 2 -Component Foam Roof Tile Adhesive Ali. 160 and
Roofing Application Standard RAS 120, and 3M Company's
160 Opauting ltssbmdon and Maintenance Booklet.
4. Installation must be by a Factory Trained NZuallfied Applicato
Company shall snooty a list of approved applicators to the sue
S. Calibration of the Foarn Digmmer RTF1000 dispensing equip
The mix ratio between the "A" component and the "B" come
(F3)•
6. 3AB+ 2-Comparnent Foam Roof TRO Adhesive AH -160 shall I
PrONCIM 30 & 100 dispensing equipment only.
7• 3M"w 2 -Component Foam Roof Tile Adhesive AH -160 shall t
8.
71les must be adhered in fleshly applied adhesive. Tile must bE
Component Foam Roof The Adhesive AH -160 has been dispca
9. 3" 2-CompoMnt PCam Roof Tile Adhesive AH -1 60 plum
acc0rdWWe with tho'Placement DeWIs' herein. Each generic t
herein.
a used with any roof file assembly having a dent
Component Foam, Roof Tile Adhesive A14-160.
a applied in cornpliatme with the CotttponM
DW herein. The roof tilt assembly's adimsive
D Adhesive Ail --160 shall provide sufficient
keet or end the upli ft resistance determined In
udards RAS 127. The adhesive attachment data is
components shalt be hw alled In accordan" with
d= 2-C4ihpouent Foam Roof Tile Adhesive A H.
approved and licensed by 3M Coatpaay. 3M
a* havir s jurisdiction.
W is required before application of any adhesive.
ut shall be malntWlnmd between 1.0-1.1 S (A): 1.0
applied with Foam Dispenser RTF1000 or
it be exposW permatsently to Mffght.
set within I to 2 minutes atter 3MTm 2.
it and minimum patty weight shall be in
profile requires the specific placemen noted
y;
NOA No': I '
Upbution Dd "
Approval Date312/12M
Page 4 ofII
• •
0000
0000••
0000••
• ••
0000••
•
000. 0•
•
• •
0000
• ••
0000•
0000••
0000
••e••
•
0000••
•
•
• •
• •
0000••
0000••
• • •
0000••
00 0
y;
NOA No': I '
Upbution Dd "
Approval Date312/12M
Page 4 ofII
02/23/2015.1:26PM FAX
1:
Tile P'rofiile
gave Course - Flat, Lav, High
Fiat, Low, High Profiles
Flat Profile
Low Prof ie
N1gh Profile
Flet, Low, )high Prof"iies
Two Piece Barrel (Pan Tile)
P'kament DftH
All Eave Coarse
#1
#2
#2
#2
For Ea4h Generic Tile ki;m—
Ml;' w Paddy Contact
Area
17-23 sq. lnehes
1723 sq. inches
10-12 sq. inches
12-14 sq. Inches
17-19 sq, inches
Two I Wdys: 8-9 sq. inches at
head i ftle 9A I sq. inches at
Overlap
-iwo Piece 1 2 Bea ds (1 each longitudinal
edga 20-25 sq. inches each
bead
Two Piece 65-70 sq. Inches
LABELING:
All Mr2-Compioneat FOam R
herein,oDf Tile Adhesive AI3-l6t? contaitners
gI11ii:.pII G pER)t+fiT REQjjMEMWM:
As required by the Building Offick! Or applicable building code in
system -
Z0005/0019
Minimum Paddy Gran,
Weight
45x-0
45-65
30
30
30
12 grams per W dy
17 grams per
34 grans under pan
0000
III comply with the 0d Coni ium I6*W • • • • •
0000..
0000..
0000 ..
0000 0 00
00000
to
properly emdul"ilwaftilation#'this
00:000
.. .. 00 .
0.00.0
0000.. 0
0
. .
0
. .
900000
00. 0.. 00
0 0
0 0
0.0000
00 . 0 000
0 0
06 0
NOA No.:13-MO2
91111ra&O Me: 05/10117
Approval baw.1211V13
Page 5 of 11
OZ/23/2015 1:27PM FAX
ADHESIVE PL
IN00B/0019
AIL # I
Profile Till
1. PUWting at the, cave course, apply a minimum 2"
Othe50.8 MM) x i 0" (254 mm) x 1" (25.4 mm) foam
dy onto the anderlayenem positioned as shown,
er
strengthening rib clot to the overlook
the the beim sctr
2.
1.
2.
High
1.
t
imus in 8=9 manncr. lnseuM Approximately 17
7 vmn -- 23 (148.4 cm) squares inch adhesive
Ict with the nide of the tale.
Profile / Double Pan Tile
farting at the eave course, a}Ply a minimum 2"
i0.8 mm) x 10" (254 mm) x 1" (25.4 mete) foam
eddy onto the underlayment positioned as shown
ider-the pan
L -portion
,,,�of the the clo tothc
MrioekofftWebeimsey.0 0••0.0 ...•.•
•• • •• • •
antitm in same manner dsrre approxltrtately l r . • • : •
09.7 cm�— 23 (148.4 square inch' Adhesive:....:
atact with the underside tef*e tale. • • •
0000 . .. 0000•
0
0000.. 0000 0000.
• . •
0000. .. . 0000..
0
•00.0• 0 •
0 0 0 00000•6
0000..
0000. .
P'rdb / Single Pan 1 .•
• •0• • 0
0*0
u8ng at the eave course, apply a tuinunum 20
1.8 mm) x 10" (254 men) x 1" (25.4 mm) foam
ddy Onto the underlaymerl positioned as shown
der the pan portion of the Ale closest to the
erlock of the Ale being set.
.imze In same manner. lawre appra dmaiely 17
.7 cma) 23 (148A cm) square Inch adleesive
act with the underside of the tile.
NOA No.- 134MOZ
EAPiraticn Date. 85/lW17
Apj"val tnta IVIV13
Page 6 of 11
Abanivrpi
'AM # 2
From The
1. S t
igthetcave course, apply a minimumr (50.8
0"at (254 mm) x 1" (25.4 mm) foam paddy
on 0 the vnderiayment positioned as shown under the
rib of the tilt closest to the ovefloc
,k of
file being set Insure approximately 17 (109;7 cm)
-- (I48.4 c m) square inch axlhesive contact with e
un erside of the tile.
At second course, apply a minimum 2" (50.8ffirti)
x ' (177.8 mm) x I" (25.4 mm) foam paddy onto the
un Iaymctnt positioned as shown under the
ening rib closest to the Overlock of dw t7e
bel la set,
3. GO in same manner. Insure appmxirnately 10"
(64 5 CM2) - 12 (77.4 cm) square Inch adhesive
a t with dw underside of the tile.
1.
ille
231
2• At
X1
1 Pftiile / Double Pan Tile
ingatthe eave•••• ••••••
a'i 4 a miiaknura 2" (50.8 •
x 10" ( mnt) X 1. jj4j4.n%) paddy *sees*
the undcrlaynuW P4US shOwrr under.' *q.... •
mrtion of the tilt c1OsWto the rgf the .
'*'ng set Insure apprbx�ely 17 (1011.9 cffi} - • • •
48.4 cm) square w' ive COM Wth the....
rside of the tile. .... .. . .....@
second course,apply a mihimunCTI E 'p grwn • • • • •
'177.8 mm) x 1" (25.j nam)foarn paddy 4@
� IItO •••••
1 cnt.lwsitioned asst* unletAQ pp
n ofthe the c QSW to the Overlock Of the the
set.
3. Con ' ue in same mann. Insure aP'�ely 12''
(77. cm2) -14 (90.3 ern) square inch adhere
co ct with the underside of the tile.
corari Uad c sr rtW page)
NOA No.:1,ft
gzpiratlon Date: 05/1047
APpreval late: 121t2J'!i3
PRO 7of11
6 02/23/2015 1:27P8 FAX
0
a0008/0019
# 2 (CtJNTIlwflJp)
o
oflle / Singte Pau Tile
1. S 8 at the eave caurse, apply a minimum 2" (50.8
m ) x 10"(254 mm) x l" (25.4 •mm) foam paddy
0n the underlayment positioned as 8hom ander the
pordon Offt the Closest to the Overlock of the
die being s. Insure approximately 17 (109.7 em)
23 148.4 cm2) square inch adhesive Contaet with the
unt emide Of the tile.
2. At ihe second course, apply a minimum 2" (50.8tnm)
iobeiaseL 177.8 tnm) x 1"(25.4 mm) foam paddy Onto the
aymW positioned as �ahown under the pan
n of the the clost to the Overlockof the the
3.
(i
tinue in same manner. Insure spproxinudcly 17"
1.7 enhZ) -19 (12.2.6 cm) square inch adhesive
act with the underside of the tile.
N
NOA No.: 13-m.02
r ► ExPtmti*a Rate: OM047
APRM21 Dater 12!12/13
Page 8 of it
0000
0 .
. .
0000
0000..
.
.
000.0.
0000..
0000
.. .
. .
0
0000
.0 ..
00009
0000..
0000
0000.
.. .0
.. .
0000..
.0....
.
. .
. 0
0000..
0000..
.
.
0000..
.. .
. ...
00 0
N
NOA No.: 13-m.02
r ► ExPtmti*a Rate: OM047
APRM21 Dater 12!12/13
Page 8 of it
02/23/2013 1:28PM FAX
Fta 4xwPrafBmTm
Itdow P1ne'fne
Q0009/0019
AIL # 3
1. Dn the esw worm only, apply a minimmt 2" (50.8
) x 10" (254 mm) x 1" (25.4 mm) y
to t11C ui►derlaymeut positioned a shom, under
he sUVngthming rib for flat the or udder the pan
tblocrtion of the file for low or high Profile die closest
lWdno
erlock of tate tile being set Leave
ly 4" (101.6 mm) up from the eave
e of foam m prevent the expanded adhesive
tate weV holes. insure
tely 17-23 0 (109.7-148.4 cm� of
contact wiffi-the underside of the tale
2.
ply a 4" (101.6.mm) x 4" (101.6 mm) x 1" (25.4
n) foam paddy onto the underlaymamt just below
seemId course line positioned faun paddy
ler the st wWhening nit for fiat tile, or under the
I portion of the tile, closest to the underlock for
seeeud course die to be itnswled. Insure
Twdmately 8-9 ins (51.6.58.1 cm) of adhedvc
fact with the Underside of the tile. • • • •
. . 0000 0000..
110m cofWmffd on mmmw)
0006*0
0000 ..
0000..
.6.. .. 0000.
0000.. 0000 0000.
6 .
.. .. ..
0000..
0000..
00 6
NOA No.: 13-0.@3
F—xP tattoo Date: OS/ OM
Ap1{raval bate: 12/12/13
page 9 or 11
02/23/2015 1:26PM FAX
ADHM IPLACnUNT DIST
w0 prOW TOR
3.
X0010/0019
# 3 (COriT; fMD)
apply a 2° (50.8 mm) x 4° (101.6 nun) x j/."
'=
Mal) paddy on top of the cave coarse the
as AO*N on top of the strengthening rib
for flat tilt or on top of the pan portion of the tile,
Closest to the unclatiock of the iitst course of tile.
Install second course oftlle, Insure approximately
) (58.1 cm) -11 (71cm) square Inch adhesive
matact with the underside of the the at die overlap
hnd 7 (45.2 cm - 9 (58,1 cmc) square hwh
hdhadve cm4act with dhc unc erside of the die tt
he head of the tile, Gontiim in same manner.
NOA Ne.h 134M I.02
EYptly UOU Dater OSAOA7
Approval Date: 1211V13
Page 19 otil
...6
. .
69..
6.99.6
6
•07..0
• 66
000006
999.69
9
. 0
0000..
0000
.. 0
0 0
6006
a 00
6.66•
669...
0900
00960
.. ..
.6 0
90960.
9 . .
.
0000..
0.
0006.
.
9
. 9
0 0
00..9.
.6 .
0 90.
00 0
NOA Ne.h 134M I.02
EYptly UOU Dater OSAOA7
Approval Date: 1211V13
Page 19 otil
02/23/2015 1:28PM FAX
AD►l UME PLACE
Two PUME
Two Piece earret -High PMR10Tge
END OF THIS
Q0011/0018
DCranL
TWI i Piece Barrel (Cap and Pon) Tile
l • at the eave course, 8pP1Y a minimum 2"
511.$ mm) x 1 V (254 mm) x t" (25.4 mm) foim
iaddy onto the underlaymetd positioned as shown
der two adjacw t pant tiles. Short eave tiles
m rocking until adhesive has a chance to cure.
2. Vontinue in some manner bringing two part Cotte
p toward the ridge. Insure aR=Atmtely 65
19.4 cm') — 70 (451.6 ce) square inch adhe4ive
tact with the underside of the pan die.
3. urn covers upside down ung the underside of
tile. Apply a tninimurn 1" (25A mm) x Ion (254
) bead of adhesive directly on the inner edge of
h side of the cover tile. Leave apprWdmateljy
4" (19 mm) to In (25.4 mm) fteM the oufaide
dP of the tile, inward, free of foam to allow for
on. 6666
. . 6900 6686..
4.tfimseaDver
cover tile over afte? fcnuii is �$ad dad place 6 6
pantile course. Itr�t11$ &immum Z20 (I &. • • • • •
-25 (361.3tmts -6-N- chcojlWP"On ••••
side of i ever til f. j e pan vle 4atir�uer 6 6 6 •
meMWMer.TrimVMfVc1uV, W' •66..9 adhesive. PPointiap #fj9ittt� of tiles are ij1P ,gpdonal. 6 •
. 0 6 0 680696
s -V ben additional nailingis required, rtSd.B mm), •
x " (101.6 mm) n4liedesbAie wiresy�skp : ....
Ing galvanized, stainless steel, or copper weirsand
ble nails may be used,
NQA Na.13-115ftoZ
E=Pt zdm Date. M OA 7
Approval Date: 12112A3
Page ll or 11
M
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
9 2015
NIIANII-DADS COUNTY
ODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.mlamldade.aov/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 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. . • • *see 0.0
.. •
This product is approved as described herein, and has been designed to comply with th@ &osida Buildit%Code .... •
including the High Velocity Hurricane Zone of the Florida Building Code. • • • : • •
0000 0 0 0000..
• 0000..
DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. • • • • 0000.
0000..
. . 0000 0000.
LABELING: Each unit shall bear a permanent label with the manufacturer's name orlogo,' city, stat' acid • • • • •
.. ..*
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.' 0
...... 0000..
RENEWAL of this NOA shall be considered after a renewal application has been filed anaxhere Aas been no ; •
change in the applicable building code negatively affecting the performance of this product. • 0 00 0
'
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 provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 1 of 16
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Category
BUR
Material:
Fiberglass
Deck Type:
Wood
Maximum Design
Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
GAFGLAS®#75 Base
39.37" (1 meter)
ASTM D4601
Type II asphalt impregnated and coated glass mat
Sheet
Wide
base sheet.
GAFGLAS® #80 Ultima
39.37" (1 meter)
ASTM D4601
Type II asphalt impregnated and coated, fiberglass
Base Sheet
Wide
base sheet.
GAFGLAS® FlexPly 6
39.37" (1 meter)
ASTM D2178
Type VI asphalt impregnated glass felt with asphalt
Wide
coating.
GAFGLAS® Ply 4
39.37" (1 meter)
ASTM D2178
Type IV asphalt impregnated glass felt with asphalt
Wide
coating. • • • •
GAFGLAS® Mineral
39.37" (1 meter)
ASTM D3909
egos
Asphalt coated, glass fibex matcap sheet surfaced
Surfaced Cap Sheet
Wide
with mineral granules. • • • • • '..'.: 0000 ; .
GAFGLAS® EnergyCapTm
39.37" (1 meter)
ASTM D3909
660:64 a
Asphalt coated, glass fiberaut cap sheett surfaced•...:
BUR Mineral Surface
wide
with mineral granules w of+ac$ory al3fftdd60:090 •
Cap Sheet
EnergyCoteT!7 00.09. 0 • • • • 00:00
GAFGLAS® Stratavene
39.37" (1 meter)
ASTM D4897
�
Fiberglass base sheet coated ou both sid@s with • • 0 0 •
Eliminator'
Perforated
Wide
asphalt. Surfaced on th;bottom side withenineral .....
Venting Base Sheet
granules embedded in asphaltic coating with factory :
• o
perforations. Go. 999 9 .
.. .
GAFGLAS® Stratavene
39.37" (1 meter)
ASTM D4897
A nailable, fiberglass base sheet impregnated and
Eliminator'" Nailable
Wide
coated on both sides with asphalt. Surfaced on the
Venting Base Sheet
bottom side with mineral granules embedded in
asphaltic coating.
Ruberoid® SBS Heat-
39.37" (1 meter)
ASTM D6164
Non -Woven Polyester mat coated with polymer-
Weld7 Smooth
Wide
modified asphalt and smooth surfaced.
Ruberoid® SBS Heat-
39.37" (1 meter)
ASTM D6164
Non -Woven Polyester mat coated with polymer-
Weld7 25
Wide
modified asphalt and smooth surfaced.
Ruberoid® 20
39.37" (1 meter)
ASTM D6163
SBS modified asphalt base sheet reinforce with a
Wide
glass fiber mat.
Ruberoid® Mop Smooth
39.37" (1 meter)
ASTM D6164
Non -woven polyester mat coated with polymer -
wide
modified asphalt and smooth surfaced.
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 2 of 16
i
c ,
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Fire0e Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating.
Coating
VersaShieie Fire
Resistant Roof Deck
Protection
Topcoat® Surface Seal
SB
350 sq. ft. roll ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment.
5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber
sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
Product Name
EnergyGuard7 Polyiso Insulation
EnergyGuard7 RA Polyiso Insulation
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation
EnergyGuard7 Perlite Roof Insulation Perlite insulation board.
EnergyGuard7 Perlite Recover Board Perlite recover board
EnergyGuarC RA Composite Polyiso Polyisocyanurate foam insulation with high
Insulation density fiberboard or Permalite perlite
insulation
SecurocV Gypsum -Fiber Roof Board Gypsum roof board
Structodek® High Density Fiber Board High density fiber board
DensDecV Roof Board
APPROVED
Gypsum board
Manufacturer
(With Current NOA)
GAF
GAF
009.
• GA•F•• 8888..
•
• •• •0009.
8888..
8008 GAF .0800.
• 0000•.
CrAF 8888.
90.09. • •
8888 8888.
•
.. ..9 •
8888 8888..
.089
9 9 9 •00
]Vnite.dfState o, CM4mm Co"! 9 •
Ate Midge jibeftard, Inc •
Georgia-Pacific Gypsum LLC
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 3 of 16
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOM
1.
Drill -Teo"
#12 Fastener
Insulation fastener for steel,
various
GAF
wood & concrete decks.
2.
Drill -Tec""
#14 Fastener
Insulation fastener for steel,
various
GAF
wood & concrete decks.
3.
Drill -Tec""
XHD Fastener
Carbon steel extra heavy duty
Various
GAF
fastener used in steel decks.
4.
Drill -Teem
ASAP 3S
Drill-Tec1.# 12 Fastener with
Various
GAF
Drill -Teo". 3" Standard Steel
Plate
5.
Drill-Tec"m
3" Steel Plate
Round galvalume stress plate
3" round
GAF
used with Drill -Teo"'
fasteners.
6.
Drill -Tec"
3" Standard Steel
Round galvalume plated steel
3" round
GAF
Plate
stress plate with reinforced
ribs for use with Drill -Tec'"
fasteners.
7.
Drill -Tec""
AccuTraco Flat
AZ -SS aluminized steel plate
3" square
GU* •
Plate
for use with Drill -Tec"` #12
*00000
6666. •
Fastener Drill -Tec"" #14
•• •
.'
Fastener and Drill -Tec"'" #15
""" • • • •
• • • • • •
8.
Drill -Tec""
AccuTrae
Fastener.
Galvalume Steel plate for use
3" square
6666..
6666
• • • CSA :.
;... •;
'
Recessed Plate
with Drill -Tec,"' fasteners.
• • •
6666.. 6666
6666.
•
6.66.
.. 90 6006
606900
•69.9• 0•
••669•
•6969•
• • 6
66666•
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 4 of 16
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Description
Date
Factory Mutual Research Corp.
J.I.2B8A4.AM
4470
07/02/97
J.1.3B9Q1.AM
4470
01/08/98
J.I.ODOA8.AM
4470
07/09/99
J.I.OD 1 A8.AM
4470
07/29/94
J.I.OY9Q5.AM
4470
04/01/98
3029832
4470
05/11/07
UL LLC
R1306
UL 790
07/22/13
PRI Construction Materials
GAF -012-02-02
ASTM D4977
11/06/01
Technologies, LLC
GAF -020-02-01
ASTM D4977
02/01/02
GAF -082-02-01
ASTM D6083
05/07/06
GAF -084-02-01
ASTM D6083
05/09/06
GAF -270-02-02
ASTM D226
11/15/10
GAF-276-02-01Rev
ASTM D6083
12/16/10
GAF -276-02-02
ASTM D226
11/15/10
GAF -306-02-01
ASTM E96
07/07/11
GAF -314-02-01
ASTM D2178
08/23/11
GAF -315-02-01
ASTM D2178
08/23/11
GAF -369-02-01
ASTM C1289
10/22/12
GAF -417-02-01
ASTM C1289
05/28/13
GAF -464-02-01
ASTM C1289
.'1617,2/12
GAF -499-02-01
ASTM D6083:.. • •
* UM712/14 ' • •'; •
GAF -500-02-01
ASTM D6083 ......
-:.0-3./j2/14
IRT of S. Fl.
02-005
TAS 114 ...:..
•
Oa/18/02
02-014
TAS 114 • • • •
•
03122/02 ; • • • • ;
Trinity I ERD
G30250.02.10 -3-R1
ASTM D3909� • • • •
: * •1.1 /$6/12 .....
G31360.03.10
ASTM D61640
. •."31/10 • • e • • �
G33470.01.11
ASTM D6164e •
"17/16/11 • • • • • •
G34140.04.11-2
ASTM D6163:
(14/25/11 0.
G34140.04.11-4
ASTM D6401.
:--@4/e5/1l 6.066
G34140.04.11-5
ASTM D489,1 •./,�5/11:
• • • •
G34140.04.11 -5-R1
ASTM D4897
�..fOZ8/13
G40630.01.14 -2A-1
ASTM D6164
01/07/14
G43610.01.14
ASTM D3909
01/22/14
G6850.08.07-1
ASTM D3909
08/13/07
G30250.02.10 -3-R1
ASTM D3909
11/26/12
NOA No.: 13-1022.15
Mwr�Hnape counmr Expiration Date: 11/04/18
• Approval Date: 11/06/14
Page 5 of 16
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: FireOuf" Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or
(optional) Securock'" Gypsum Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima.''" Base Sheet, Stratavene Eliminator'` Nailable Venting Base
Sheet, Ruberoid® 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® F1exPly 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® FlexPlyT" 6, GAFGLAS® #75 Base Sheet or any of above
base sheets attached to deck with Drill -Tec T. #12 Fastener or Drill -Tec TM #14 and Drill-
TecT" 3" Steel Plate, Drill -Tec -'m AccuTraca Flat Plate or Drill-TecT" AccuTr'VOORNessed
Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other ro4 are equ UIPl spaced• • • •; •
0. 0
approximately 12" o.c. in the field of the sheet. 0 • • • • • • • • '.
.00.00
(Maximum Design Pressure —45 psf... See .General Limitation. �a� • •
-- ------
0 _ . _ 00.000
GA, F IJ le P 6, GAFGLAS®.#75 Base Sheet or any of it9ja base eka �h2d •
i eck with approved annular ring shank nails and tin caps at of llgr spaci�� �f " 0:60.
at the 4" lap staggered and in two rows 9" o.c. in the field. .. ..
. . .
D • • e• •
�5:�psf-See 6enerim' •• •
GAFGLAS #80 Ultima Base Sheet, Ruberoid 20, Ruberoid;Mop Smoot, base sheet"":
attached to deck with approved 1'/a" annular ring shank nails anaoAvested 3" cterL plate i was • •
fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener 4acing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"
#12 Fastener or Drill -Tec" #14 Fastener and Drill-Tec"M 3" Steel Plate, Drill-TecT"
AccuTrace Flat Plate or Drill -Tec'" AccuTrace 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 Pressure —60 psf. See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails and 3"
inverted Drill-Tec"m insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered
in two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 14 of 16
i
Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'
(Continued) #12 Fastener or Drill -Tec". #14 Fastener and Drill -Tec"` 3" Steel Plate, Drill -Tec"'
AccuTrace Flat Plate or Drill -Tec'" AccuTrace Recessed Plate 8" 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.
(Mauimum Design Pressure —75 psf. See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
Cap Sheet: (Optional) Owe ly of GAFGLAS® a;nPr_1 ri ---- rac_Cap Sheet or GAFGLAS®
EnergyCap'. BUR Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Surfacing:
Maximum Design
Pressure:
Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions.
All coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood
coat of approved asphalt at 601bs./sq. • • • •
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.: • • • • • • • • ..
See Fastening Options
000000
0
• . .
.. ..
•
•
0000..
0000..
0000
0000..
•
0000..
0000
.
0000.
0000..
0000
0000.
0000
0000..
0000..
•
0000..
0000..
see
.. 0.0600.
0000
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00 0
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 15 of 16
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply"° 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum '/a" DensDeck7 Roof Board or %Z" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
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. EncirclingAf the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cro* ve;qation' •A*pkalt ....
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attachUl y%terns sha l be .'
limited to a maximum design pressure of -45 psf. 09000600000
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (Q y ue of 2751bf., as %...:
tested in compliance with Testing Application Standard TAS 105. If the fastener value,•�jeltl-test vrebelow •
aS
.....
2751bf. insulation attachment shall not be acceptable. 000000 • •
.....
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachme�tt is based on 2 Mihimunrl ....
fastener resistance value in conjunction with the maximum design value listed within a 111ftM system. aShould the . •
fastener resistance be less than that required, as determined by the Building Official, a revisecrfastexl ..Xing, • • •. .
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered �cj itact, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistan ce;vIue •
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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 16 of 16
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Page Bottom
TGFU.R1306
Roofing Systems
Goes
Roofing Systems
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PARSIPPANY, J 07054 USA
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• • • • •
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•• ••oso•
"Ruberoid 20" or "Ruberoid® Dual Smooth" or "RUberOidg Mop Smooth" or "Ruberoidg Mop Smooth 1.5" may bC&Ri: 1•as an alternate to Type •
LASg 475 Base Sheet" or "Tri-Plyg #75 Base Sheet" or "GAFGLAS.a v80 Ultima" Base Sheet" base sheets in arty of thefollowWg ••
Classifications. • • 000000
• • • • • •
'/z -in. thick (minimum) gypsum board or '/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeckg Roofboard•er "DensDeck(%Prypeo 000000
Roofboard" or "DensDeckg DuraGuard'" Roofboard" or V4 -in thick (min mum) United States Gypsum Co. "SECUROCKg Roof Board' (TyPeOFRX-G) • •
or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the
resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum
board and Georgia-Pacific Gypsum LLC "DensDeck(q Roofboard" or "DensDeck-g Prime Roofboard" or "DensOeckg DuraGuard'" Roofboard" are to
offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrenes part of the roof system, it must be placed below the ovedayment
board. '/4 -in. thick (minimum) "SECUROCKg Roof Board" (Type FRX-G) and "SECUROCK('g Glass -Mat Roof Board" (Type SGMRX) are limited to a
maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene.
Multiple plies of Type GI "GAFGLASg Ply 4" or "Tri-Plyg Ply 4" or "GAFGLASC3 Flex Ply 6" or "Tri-Plyg Ultra -Flexible Ply 6" may be adhered to
Georgia-Pacific Gypsum LLC "DensDeckg Roofboard" or "DensDeckc3 Prime Roofboard" or "DensDeck,a- DuraGuard"" Roofboard" in hot roofing
asphalt.
"EnergyGuard-" Ultra" is an acceptable alternate to "EnergyGuard'"" in any applicame Classification.
"GAFGLAS Stratavent(& Eliminator'" Venting Base Sheet Mailable)" may be mechanically fastened or fully adhered with hot roofing asphalt over
noncombustible decks and as a recover over existing roof systems.
EnergyGuard'" Perlite Insulation" may be utilized as a cover board over "EnergyGuard'"" in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation
adhesive. Polystyrene referenced in any of the following Classifications include insulation.
Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
instructions (excluding LRF Adhesive O) in any applicable Non -Combustible Roof Deck Classifications
EnergyGuard`" Tapered" is an acceptable alternate to "EnergyGuard'"" ir, any applicable Classification
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ("GAFGLASS tt75 Base Sheet" or "Tri-PlyS X75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet") is a
suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri -Ply(& Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -
Flexible Ply 6") in the Class A, B or C roof systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLASS Strataventg Eliminator" Venting
Base Sheet (Perforated)" or "GAFGLASg Stratavent@ Eliminator'" Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully
adhered with hot roofing asphalt and nadable base sheets are to be mechanically fastened granule side down.
htTn•//datahacP ii rnm/cai-hin/XVV/tPmnlatP/T 1C>~XT'1 FR 41\/iF/chniz nava ht.19.. my—Tr: 1/7/11711 c
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Page 2 of 51
As a -rt -option Type G2 asphalt glass mat base sheet ("GAFGLAS(g #75 Base Sheet" or "Tri-Ply(g 1#75 Base Sheet" or "GAFGLASS #80 a'" Base
Street" or "GAFGLAS@ Strataventg, Eliminator'" Venting Base Sheet (Nailable)") may be substituted for Type G1 asphalt glass fiber ply shee
("GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASg Flex Ply 6" or "Tri-PlyCk Ultra -Flexible Ply 6") as the nailed base ply in the following syst ms.
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Un_r'ss -wise indicated, all insulations may be fully adhered with hot roofing asphalt or m
"GAFGLAS@ Flashing" or "Ruberold@" may be used for Mashing in any of the Class A, B or C systems listed below.
When "perlite" is referenced, this includes any UL Gassrfied perlite insulation
Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed
Structural cement fiber budding units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32
or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -in. minimum thick
gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum ya- n. thick perlite board and deck with rosin paper (perlite/rosin
paper/polystyrene/perlite) is a suitable alternate for poly socyanurate board in the following Class A, B or C systems.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@ 480 Ultima'" Base Sheet" may be used in any of the following systems.
"GAFGLAS@ Flex Ply 6" and 'Tri-Plyg Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS@ 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 2'h to
3-gal/100-R2.
"Ruberoidg Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Plus
Smooth" or "Rubero d@ 20
••••
Class A,Band C ••• •00000 0000••
•• • • • •
Hot roofing asphalt, for use with glass felts or modified bitumen membranes. • • • •
0000••
•• •• •
• •0.00•
"Ruberoidg Heat Weld" SBS roofing embraces may be used in lieu of "Ruberoidg Mop" SBS roofing membranes in angeoplicable Classi ication.
_ - --
0••• • • 0000••
lass A '---------_ • •
•�-0y"'•� 0000•
1. Deck: C 1 _ Incline: 3 0000•• 1 irw" ••i0.0
Barrier Board (Optional — One or mor avers Georg a -P c Gypsum"LLC "DensDeck@ Roofboard" orDensDeck@ Priml Qao4board" 000000
or "DensDeck@ Du�aGuard'" Roofboard", mm um I&_ ick, or United States Gypsum Co. "SECUROCK@ObB� rd" (Type FRX-G) or ••
"SECUROCK@ Glass -Mat Roof Board" (Type SG X rnimum '14 -in. th ck. • 0 0 0
Insulation: — One or more layers perlite or w er or glass fiber or polysocyanurate or urethane or petite/polyisocyanorete••• •••00
composite or perlite/urethane composite o ood fibe olyisocyanurate composite or phenolic, any thickness. 00• 0 • •
••000•
Sheet: —Three or more plies Ty 1 "GAFGLASr 4" or 'Tn-Ply,^a_, Ply 4" or "GAFGLAS@ Flex Ply 6" Sr•'Tri-Vly@ Ul[rr•-Flr)mYle Ply • •
6", dhered with hoot roofin phalt. • • •
Surfacing: el.
•• •
2. Deck: C-15/32 Ar „
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard"
or "DensDeck@ DuraGuard" Roofboard", minimum Va-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or
"SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum v< -in. think.
Insulation: — One or more layers perlite or wood fiber or glass fiber or poly socyanurate 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 G1 "GAFGLAS@ Ply 4" or "Tri-Plyg Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tn-Plyg Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt
3. Deck: NC
Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard"
or "DensDeck@ DuraGuard'" Roofboard", minimum Va-in. thick, or United States Gypsum Co. "SECUROCKAD Roof Board: (Type FRX-G) or
"SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum'/e-in. thick.
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or poly socyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2 -in. maximum.
Ply Sheet: — Two or more plies Type G1 "GAFGLAS^a, Ply 4" or "Tri -Ply a Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet' or "'r -Plyg Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap'"
BUR Mineral Surfaced Cap Sheet", fully adhered with not roofing asphalt.
!Z:Sheet1(optlonal):
15/32 Incline: 1
— Red rosin paper, nailed to deck.
Insulation (Optional): — Any thickness perlite or wood Fiber or glass fiber o, polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
tease Sheet: —One Dly Type G2 "GAFGLAS@ #75 Base Sheer" or "Tri-PlyCR a75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or
"GAFGLA�S@ Stratavent@ Edna offing Basehheet (Na lable)", mechanically fastened
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16FLIA1306 - Rooting Systems Page 3 of 51
Ply Sheet: — One or more plies Type G1 "GAFGLAS^ PI 4" or "Tri-Plyg Ply 4" or GAFGLASg; Flex Ply 6" or "Tri-Plyo Ultra -Flexible Ply 6",
fully adhered .15 hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASg Mineral rf or "Tri-Plyg Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap'"
BUR Mineral Surfaced Ca Sheet", fully adhered with hot roofing asphalt.
Coating (Optional): — "TOPCOATS EnergyCote'" Elastomeric Coating" or "TOPCOATS MB Plus" or "TOPCOATS 322 White Elastomeric
Coating", applied at a rate of 2-gal./100-ft z
5. Deck: NC
Incline: 3
Base Sheet: — One ply Type G2 "GAFGLASS tt75 Base Sheet" or "Tri-Plyg 975 Base Sheet" or "GAFGLASg 980 Ultima" Base Sheet" or
"GAFGLASS, Stratavent( Eliminator'" Venting Base Sheet (Perforated or Nailable)", mechanically fastened or fully adhered with hot roofing
asphalt.
Ply Sheet: — One or more plies Type G1 "GAFGLAS9 Ply 4" or "Tri-Plyg Ply 4" or "GAFGLASg Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt
Cap Sheet- — Type G3 "GAFGLASg Mineral Surfaced Cap Sheet" or "Tri-Plyg, Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap'"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
6. Deck: C-15/32 Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeckS Roofboard" or "DensDeckg Prime Roofboard"
or "DensDeck( DuraGuard-" Roofboard", minimum 'i4 -in. thick, or United States Gypsum Co. "SECUROCKS Roof Board" (Type FRX-G) or
"SECUROCKaa Glass -Mat Roof Board" (Type SGMRX), minimum ',b -,n thick.
Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or
perlite/urethane composite or phenolic, 1 -in. minimum (offset a minimum of 6 -in. from plywood deck joints).
Base Sheet: — One or more plies Type G1 "GAFGLASS Ply 4" or "Tri-Plyg Ply 4" or "GAFGLASS Ply Flex 6" or "Tri -Ply& Ultra -Flexible Ply
6" or Type G2 "GAFGLAS9 175 Base Sheet" or "Tri-Plyg 975 Base Sheet" or "GAFGLASS tt80 Ultima'" Base Sheet" or Type G3
"GAFGLASS Mineral Surfaced Cap Sheet" or "Tri -Ply( Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing
asphalt.
Membrane: — One or more plies "Rubero dg Torch Smooth" or "Tri-Plyg TP -4" or "RuberoidCR Torch Granule" or "Ruberoidg Torch 180"
or "ROOFMatch" APP Modified Granular" or 'Tri-Plyg TP -4G", torch applied or "RuberoidS Mop Smooth" or "Ruberoidg Mop Smooth 1.5"
or "RuberoidS Mop Smooth Plus" or "Ruberoidg Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified Granular" or "Tri-PlyS
SBS Modified Bitumen Membrane" or "Ruberoid(S Dual Smooth", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Plyg Mineral Surfaced Cap Sheet" or "GAFGLAS9 EnergyCap'"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt •00••
0
• • 0000
0000
0000••
Deck: C-15/32 Incline: 2 i 0 •
•
0000•••
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeckg Roofboard" or "Den9DeckS PrimilvRooftard"
0••••0
or "DensDeckg DuraGuard-" Roofboard", minimum 'A -in thick, or United States Gypsum Co. "SECUROCKSRrbl5i•Mrd" (Type Flbx-G) or
• 0
"SECUROCKS Glass -Mat Roof Board" (Type SGMRX), minimum'/4-in thick. 0000 •
0000••
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urdtl arg0op 000000
•
perlite/polyisocyanurate composite or perlite/urethane Composite or wood fiber/polyisocyanurate composite or phenolic, anyoihickness.
• •• • •
Base Sheet: — Two or more lies Type G2 "GAFGLASS tt75 Base Sheet" or "Tri -PI 975 Base Sheet" or 6�® n80 WiliNo— Base
P YP Y'('
• 0
•0•••
Sheet" or "GAFGLAS9 Stratavent(• Eliminator" Venting Base Sheet (Perforated or Nailable)" or Type G3 "GG06 L4•SS Miner%d viflMed Cap.
Sheet" or "Tri-PlyS Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing aVgV
00000
•
Ply Sheet (Optional): — One or more plies Type G1 "GAFGLASS Ply 4" or "Tri-Plyg Ply 4" or "GAFGLAS@oPly ke-46" or "Tri -PIS Ultra-
ltra-Flex
Flexible
ble Ply 6", fully adhered with hot roofing asphalt. 0 • 0 •
•00•:•
Membrane: — One or more plies "Ruberojdg Torch Smooth" or "Tri-Plygg TP -4" or "RuberoidS Torch Gran«le" or•"Ruberoiv 11MIf 180"
or "ROOFMatch'" APP Modified Granular" or "Tri-Plygg TP -4G", torch applied or "Ruberoidg Mop Smooth" oi0"jtvder§idS Mop Smooth 1.5"
0
•••00•
or "RuberoidS Mop Smooth Plus" or "Ruberoidg Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified GranUlar,o*r-:rr:lyS
• •
SBS Modified Bitumen Membrane" or "RuberoidS Dual Smooth", fully adhered with hot roofing asphalt. •• •
Cap Sheet: — Type G3 "GAFGLASg Mineral Surfaced Cap Sheet" or "Tri-Plyg Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
S. Deck: NC
Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck( Roofboard" or "DensDeckg Prime Roofboard"
or "DensDeckg DuraGuard'" Roofboard". minimum '/4 -in. thick, or United States Gypsum Co. "SECUROCKg Roof Board" (Type FRX-G) or
"SECUROCKS Glass -Mat Roof Board" (Type SGMRX), minimum '/4 -in. thick.
Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness.
Base Sheet: — One or more plies Type G2 "GAFGLAS@ 175 Base Sheet" or "Tri-PlyS, 975 Base Sheet" or "GAFGLAS& 980 Ultima" Base
Sheet" or "GAFGLASg Stratavent( Eliminator-" Venting Base Sheet (Perforated or Nailable)", mechanically fastened or fully adhered with
hot roofing asphalt.
Ply Sheet: — One or more plies Type G1 "GAFGLASi$ Ply 4" or "Tri-Ply,—_k Ply 4" or "GAFGLASiS Flex Ply 6" or "Tri-Plyg Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASCA Mineral Surfaced Cap Sheet" or "Tri -Ply -& Mineral Surfaced Cap Sheet", fully adhered with hot roofing
asphalt.
Coating: — "TOPCOATS Fireshield MB", applied at a rate of 2*': -gal. to 3-gal./100-ft.2
9. Deck: C-15/32 Incline: 1
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeckg Roofboard" or "DensDeckg Prime Roofboard"
or "DensDeckS DuraGuard'" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCKS Roof Board" (Type FRX-G) or
"SECUROCKS Glass -Mat Roof Board" (Type SGMRX), minimum 1,4 -in thick.
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 G1 "GAFGLASS Ply 4" or "Tn-Ply, Ply 4" or "GAFGLAS( Flex Ply 6" or "Tri-Plyg Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS9 Mineral Surfaced Cap Sheet" or "Tri-Plyg^ Mineral Surfaced Cap Sheet" or "GAFGLASg EnergyCap'"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
10. Deck: NC
Incline: 1
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Page 4 of 51
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeckg Roofboard" or "DensDeck^g. Prime Roofboard"
or "DensDeckg• DuraGuard'" Roofboard" minimum 'i< -.n thick, or United States Gypsum Co. "SECUROCKg Roof Board" (Type FRX-G) or
"SECUROCK.^g Glass -Mat Roof Board" (Type SGMRX), minimum Ya -in thick
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, 2 -in. maximum.
Ply Sheet: — Two or more plies Type G1 'GAFGLAS.q Ply 4" or "Tri -Ply i; Ply 4" or "GAFGLAS,8 Flex Ply 6" or "Tri-Plylg Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS3 Mineral Surfaced Cap Sheet" or "Tr.-Plyg Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt
11. Deck: NC
Incline: 2
Base Sheet: — One ply Type G2 "GAFGLASS 975 Base Sheet" or "Trr Ply a. 975 Base Sheet" or "GAFGLAS9 080 Ultima" Base Sheet" or
"GAFGLAS! StrataventR Eliminator- - Venting Base Sheet (Perforated or Nailable)", mechanically fastened or fully adhered with hot roofing
asphalt.
Ply Sheet: — One or more plies Type G1 "GAFGLA.S a. Pry 4" or "Tr, -Ply s Ply 4" or "GAFGLASg Flex Ply 6" or "Tri -Ply(§ Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAScg Minera! Surfaced Cap Sheet" or "Tr -Ply'0. Mineral Surfaced Cap Sheet" or "GAFGLAS9 EnergyCap"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt
12. Deck: C-15/32
Incline: 1
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeckg Roofboard" or "DensDeckg" Prime Roofboard"
or "DensDeckg DuraGuard-" Roofboard", minimum v4 -in thick, or United States Gypsum Co. "SECUROCKg Roof Board" (Type FRX-G) or
"SECUROCK(q Glass -Mat Roof Board" (Type SGMRX), minimum '/4 -in. thick.
Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or
perlite/urethane composite or phenolic, 1 -in minimum (insulation joints offset a minimum of 6 -in. from plywood deck joints).
Base Sheet: — One or more plies Type G1 "GAFGLAS3 Ply 4" or "Tri -Ply k Ply 4" or "GAFGLAS9 Flex Ply 6" or "Tri -Ply(§ Ultra -Flexible Ply
6" or Type G2 "GAFGLAS3 975 Base Sheet" or "Tri-Plyg 975 Base Sheet" or "GAFGLASC0. =80 Ultima'" Base Sheet" or "GAFGLAS9
Strataventg Eliminator'" Venting Base Sheet (Perforated or Na fable)" or Type G3 "GAFGLAS9 Mineral Surfaced Cap Sheet" or "Tri -Ply(§
Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt.
Membrane: — One or more plies "Rubero dg Torch Smooth" or "Tn-Ply,g TP -4" or "ROOFMatch'" APP Modified Granular" or "Tri-Piyg TP -
4G" or "Ruberoid(§ Torch Granule" or "Rubero d(§ Torch 180 torch applied or "Ruberoid3 Mop Smooth" or "Ruberoid® Mop th 1.5"
or "Ruberoid( Mop Smooth Plus" or "Ruberoid( Mop Granule" or "Inter Flex PRF" or "ROOFMatch'" SBS Modified Granular"•or r�41y SBS
Modified Bitumen Membrane" or "Ruberoid` Dual Smooth", fully adhered with hot roofing asphalt. : ••0 *see
Cap Sheet: — Type G3 "GAFGLAS'g Mineral Surfaced Cap Sheet" or "Tri-Plv R Mineral Surfaced Cap Sheet" &9GARGLAS3 EOergyQPp-"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt 00s000 0 0 0
•• ••
13. Deck: C-15/32
Incline: 1
•
•0s•so
••sees
•
•
•
•0000•
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LC "DensDeckg Roofboard" or%)8% eck(§ PrVe•Itobiboard"
0s0••
or DensDeck3 DuraGuard" Roofboard", minimum'/. -in. thick. or United Slates Gypsum Co. 'SECUROCK"' f ard" (Ty a FRX-G) or • •
"SECUROCK^g Glass -Mat Roof Board" (Type SGMRX), minimum '14" n thick. 0� �00• 000•0
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or u0WALOor •••• *ease*
perlite/polyisocyanurate Composite or perDte/urethane composite or wood fiber/polyisocyanurate compositeorewwPolic, any thi4ness- 0
Base Sheet: — Two or more plies Type G2 "GAFGLASg 975 Base Sheet" or "Tn-Plyg 275 Base Sheet" o. GAPGLsw•S(§ 980 Ultima'" Base 00
Sheet" or "GAFGLASC3 Stratavent3 Ehm nator" Venting Base Sheet (Perforated or Na lable)" or Type G3 "GAFGLAS@ Minq*fJ10SyJ4ped Caeesoee
Sheet" or "Tn-Plyg Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing aSphalC� • • 0
Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS.g Ply 4" or "Tr Plyg Ply 4" or "GAFGLASg�h tFlexs0 6" Or "Ti -%y Ultra 40.000
Flexible Ply 6", fully adhered with hot roofing asphalt. • 0 0
Membrane: — One or more plies "Ruberoidg Torch Smooth" or "Tri -Ply g TP -a" or "ROOFMatch" APP Modified Granular" or"n-P% TP -
4G" or "Rubero dg Torch Granule" or "Rubero d3 Torch 180", torch applied or "Ruberoid(§ Mop Smooth" or "Ruberoid(§ Mop Smooth 1.5"
or "Rubero d@ Mop Smooth Plus" or "Ruberoid(§ Mop Granule" or "Inter Flex PRF" or "ROOFMatch" SBS Modified Granular" or "Tri-PlyS
SBS Modified Bitumen Membrane" or "Ruberoid& Dual Smooth", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS3 Mineral Surfaced Cap Sheet" or "Tri-Ply:g^ Mineral Surfaced Cap Sheet" or "GAFGLAS9 EnergyCap-"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
14. Deck: C-15/32
Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck3 Roofboard" or 'DensDeck(§ Prime Roofboard"
or "DensDeckg DuraGuard" ROOFboard". minimum v4 -in. thick, or United States Gypsum Co. "SECUROCK3 Roof Board" (Type FRX-G) or
"SECUROCKC3 Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick.
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perDte/polyisocyanurate composite
or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt.
Base Sheet: — One ply "GAFGLAS(§ Strataventg Eliminator Venting Base Sheet" or Type G2 "GAFGLAS9 975 Base Sheet"or "Tn-Ply(§
975 Base Sheet" or "GAFGLAS3 080 Ultima" Base Sheet" or %SAFGLAS9 Stratavent3 Eliminator'" Venting Base Sheet (Perforated or
Nadable)", mechanically fastened or fully adhered with hot roofing asphalt.
Ply Sheet: — Two or more plies Type G1 "GAFGLASg Ply 4" or "Tri-Plyg Ply 4" or "GAFGLASC- Ply Rex 6' or "Tri-Plyg Ultra -Flexible Ply 6"
or "Ruberoid(§ Mop Smooth" or "Ruberoid? Mop Smooth 1.5" or "Rubero d,a Mop Smooth Plus" or "Ruberod3 20", fully adhered with hot
roofing asphalt.
Membrane: — Type G3 "Tri -Ply g Mineral Surfaced Cap Sheet' or 'GAFGLAS 0. Mineral Surfaced Cap Sheet" or "GAFGLAS(§ EnergyCap'"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing aspnai'.
15. Deck: C-15/32
Incline: 1
Insulation (Optional): — Any thickness perlite or wood fiber Cr glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation ad!ies ve.
Barrier Board: — Minimum v4 -in. thick Georgia-Pacific Gypsum i_LC "DensDeckcg Roofboard" or "DensDeckg Prime Roofboard" or
"DensDeckg DuraGuard-" Roofboard" or minimum ".-.n. thick Untied States Gypsum Co. "SECJROCK3 Roof Board" (Type FRX-G) or
"SECUROCKg Glass -Mat Roof Board" (Type SGMRX) mechanica:iy fastened or adhered with OMG Inc. "OlyBond Fastening System" or any
UL Classified insulation adhesive with butt joints in the barrier boarO products staggered a minimum of 6-m. from plywood deck joints.
Base Sheet: — One ply Type G2 "GAFGLASS 975 Base Sheet" or "Tri - Ply 975 Base Sheet" or "GAFGLAS3 080 Ultima" Base Sheet",
mechanically fastened.
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