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RF-15-8V
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-229249
Scheduled Inspection Date: March 03, 2015
Inspector: Rodriguez, Jorge
Owner: MACPHAIL, GAVIN AND MARCIA
Job Address: 162 NE 109 Street
Miami Shores, FL 33161-7042
Project: <NONE>
Permit Number: RF -1-15-8
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile/Flat
Phone Number
Parcel Number 1121360090110
Contractor: PRUDENTIS ROOFING Phone: (305)297-4674
Building Department Comments
RE -ROOF TILE TO TILE AND FLAT TO FLAT Intractio Passes comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-225957. Roof OK
Missing uplift test
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 02, 2015 For Inspections please call: (305)762-4949 Page 24 of 29
RE: Permit ##7 J /5
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: a2-- o'-16
I 1X eUMCseo „ 1A licensed as a (n) Contractor/ Engineer/ Architect,
(Print name and circle License Type)
License#: ecc �3�9Sa1
FS 468 Building Inspector
On or about o2 - /,-/ ' , I did personally inspect the roof deck nailing
(Date &time)
work at !ate v.-- lo q s;
(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 F.S)
�UC1SCa AP.�A
ASignture
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this ,6 Day of Aa ,1•
'1" COR, r,,,��
Notary Public, Sate of Florida at Large 41�0eM
2
. Feb• � _,= i�'
80 ot��
i 00'• gl14e r C BONON�••
'General, Building, Residential, or Roofing contractors or any individual certified"
e','��$,rn8`io make such an inspection. Include photographs of each plane of the roof with
permit #and address #clearly shown marked on the deck for each inspection
ACB2 Engineering Inc.
Testing & Engineering Services
Certification of Authorization # 8131
Tel: 954-245.8976; Fax: 954.301.7776
5230 NE 18 Avenue
Fort Lauderdale, FL 33334
Roof Tile Uplift Test Report
Attention: Miami Shores Village, Building Division,
10050 NE 2nd Avenue, Miami Shores, FL 33138
Client: Prudentis Roofing
Test Date: 02/26/2015 Permit # RF -1-15-8
Gavin Residence
Property Address: 162 NE 109 Street, Miami Shores, FI
Roof Pitch:
Type of Tile:
Roof Area:
3 in 12
Boral Roof Tile
21.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro H 160
Field Instrument:
IMADA Force Gauge 0-100 Serial number: 243454
Test Location
Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 10.00 sq
10
As per FBC 2010
Passed
Field Area: 11.00 sq
11
As per FBC 2010
Passed
No. of Corner: 6
6
As per FBC 2010
Passed
Ridge Areas: 100 PCs
8
As per FBC 2010
Passed
Important.
These laboratory results can change due to future weather impacts and/or unavoidable roof
traffic. Therefore, this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
AC82 Eogiheering Inc. (NQA 09-1005.01)
Anton iolAcevedo, PE
Fla. Reg. No: 36466
c,1Izi�is
BUILDING
PERMIT APPLICATION
Miami 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
❑BUILDING ❑ ELECTRIC [K ROOFING
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
,IAN 14 1014
FBC 20 i(n
Master Permit No�� `! '
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
' CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: _ ( t,3 ( C C( S1
City: Miami Shores County: Miami Dade Zip: 1 (a 1
Folio/Parcel#:-3-1 0 GCA G ) Is the Building Historically Designated: Yes NO
Occupancy Type- Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): IS Y A t Phone#: g1 ' '� 3 " a 14
Address:" V.� E i o C 5 -V
City: Ni I �.' ).-I % S i cs lke_ �. State: P 1 Zip: ?) _3 i ('. 1
Tenant/Lessee Name:
Email:
hone#:
CONTRACTOR: Companv Name Iu C:. �C i � C� � r1 ik c iPn i S :CiuPhone#: J 5 r� q - 'i la 11
Address: j t �' aim: L�. :i �i "�1 ';O R
City: M I N J`e't i State: Zip: 3 .3 i -CI 5
Qualifier Name: & ®' :: L: � C" `_i _ G is -Z. Phone#: jO `� %-A 'I -'A L Fl �
State Certification or Registration M t C C i 5 •. CA 11;S `J 1 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address: `` City: State: Zip:
Value
Value of Work for this Permit: $ 1 (v . ®® Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration \ ❑ New ® Repair/Replace ❑ Demolition
Description of Work:: jL — C, '; 1 i \ C -.i F
Specify color of color thru tile: 2 r
Submittal Fee $ Permit Fee $ 7`)n - ) CCF $ CO/CC $
Scanning Fee $
Technology Fee
Structural Reviews $
Radon Fee $
Training/Education Fee $
DBPR $
Notary $ 0
Double Fee $
Bond $ _
TOTAL FEE NOW DUE $ 0 . 2'
(Revised02/24/2014)9 �,�\
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
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 on 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 will not be approved and a reinspection fee will be charge
Signat
OWN, or AGENT
The foregoing instM-m--e-nt was acknowledged before me this
day of 20 A5 by
e-71; ✓i R -I'KeAhar� who is personally known to
me or who has produced
Signature i
h CONTRACTOR
The foregoing instrument was acknowledged before me this
%dayof F:%;Po7r�e 20 /-1,- ,by
�
te �Q-- 14 ----'---,who isp rsonall known to
as me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
as
Z !
Sign fly C z, fc7 �'G7" Sign: ltM C.��r7d b4
Print:.
n�;rr C.�.rui�hct Print:
Seal: MWco D n
* * W COMMISSION # EE 867709 Seal: ?ot►x . P��� AAW CORDOBA
EXPIRES: January23, 2017 * MY COMMISSION # EE 867708
EXPIR}E�S:pJdanuary 23, 2017
a �'2j) 6
APPROVED BY l; Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
CONTRACTORS' REGISTRATION
IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. i/ COPY OF QUALIFIER'S STATE LICENCES
B. L COPY OF LOCAL BUSINESS TAX RECEIPT
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
C. COPY OF LIABILITY INSURANCE*
D. COPY OF WORKERS COMPENSATION INSURANCE*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit)
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL
CONTRACTOR'S TAX RECEIPT.
D. COPY OF LIABILITY INSURACE*
E. COPY OF WORKERS COMPENSATION INSURANCE*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit)
*YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Q
Certificate Holder:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138 et
Certificate must specify the description of operations or contractor license number.
BUSINESS NAME:
BUSINESS ADDRESS: �` �'��'' r= CITY STATE ZIP `
BUSINESS PHONE: (" �'. ) - '' `, FAX NUMBER
CELL PHONE-'
=�) QUALIFIER'S NAME:
QUALIFIER'S LIC NUMBER:
DEPARTMENT
OF BUSINESS PROFESSIONAL #
CONSTRUCTION INDUSTRY LICENSING BOARD
)487-1395
♦, iw'TH rOE STREET
i
TALLAHASSEE
x x 99-0783
GARZA, FRANCISCO
PRUDENTIS ROOFING
• MERCADO AVE
CORAL GABLES FL 33146-1034
Congratulatioris! 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
sense you better. For information about our services please log onto
www.myflor daticense.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 constant! 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
' STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFE
t;nmgTlRt1f-_Tl?w ItiniM*MY i ul-i-A
KEN LAWSON, SECRETARY
ISSUED: 0&15/2014 DISPLAY AS REQUIRED BY LAW sEQ # L1406150001182
ACOROr CERTIFICATE OF LIABILITY INSURANCEFl/13/2015
DATE(MM/DD/YYYY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
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: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Frank H. Furman, Inc.
1314 East Atlantic Blvd.
P. 0. BOX 1927
Pompano Beach FL 33061
CONTACT Denise Page
NAME: g
PHONE . (954) 943-5050 AC No): (954)942-6310
E-MAIL
ADDRESS:denise@furmaninsurance.com
INSURERS AFFORDING COVERAGE NAIC #
INSURERA:Starr Surplus Lines Ins Cc 13604
INSURED
Precad Inc, DBA: Prudentis Roofing
1536 Mercado Avenue
Coral Gables FL 33146
INSURERB:Ohlo Security Insurance CO 24082
INSURER cCommerce & Industry Insurance 19410
INSURER D:
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER -14-15 renewal all 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 REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADDL
UBR
POLICY NUMBER
POLICY EFF
MMIDD
POLICY EXP
MM/DD/YYYY
LIMITS
GENERAL LIABILITY
EACH OCCURRENCE $ 1,000,000
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE a OCCUR
SLPGGL02205001
2/15/2014
12/15/2015
DAMAGE TURENT D 100 000
PREMISES Ea occurrence $ �
MED EXP (Any one person) $ 5,000
PERSONAL & ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP/OP AGG $ 2,000,000
POLICYFX] JECT F]PRO LOC
$
AUTOMOBILE
LIABILITY
EO COMBINED SINGLE LIMIT 1,000,000
BODILY INJURY (Perperson) $
B
X
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
BAS55810065
12/15/2014
2/15/2015
BODILY INJURY (Per accident) $
X
HIRED AUTOS X NON -OWNED
AUTOS
PROPERTY DAMAGE $
Per accident
PIP -Basic $ 10,000
UMBRELLA LIAB
X
OCCUR
EACH OCCURRENCE $ 1,000,000
AGGREGATE $ 1,000,000
`.
X
I EXCESS LIAB
CLAIMS -MADE
DED I I RETENTION$
$
BE064195758
12/15/2014
2/15/2015
WORKERS COMPENSATIONWC
STATU- OTH-
AND EMPLOYERS' LIABILITY N
ANY PROPRIETOR/PARTNER/EXECUTIVE YIN
OFFICER/MEMBER EXCLUDED? ❑
N /A
T
E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYE $
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
E.L. DISEASE - POLICY LIMIT $
DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required)
RE: Roofing Contractor
CERTIFICATE HOLDER CANCFI I ATION
ACORD 25 (2010/05)
INS025 rgmnnei m
©1988-2010 ACORD CORPORATION. All rights reserved.
Tho Arr1Rr1 namo anri Innn aro ranicforort marlrc of Ar_r%Pn
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Miami Shores Village Building Dept
ACCORDANCE WITH THE POLICY PROVISIONS.
10050 NE 2 Ave
AUTHORIZED REPRESENTATIVE
Miami Shores, FL 33138
Dirk DeJong/DP '
ACORD 25 (2010/05)
INS025 rgmnnei m
©1988-2010 ACORD CORPORATION. All rights reserved.
Tho Arr1Rr1 namo anri Innn aro ranicforort marlrc of Ar_r%Pn
CERTIFICATE OF LIABILITY INSURANCE
Date
1/15/2015
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
Insurer A: Lion Insurance Company 11075
Insurer B:
2739 U.S. Highway 19 N.
Holiday, FL 34691
Insurer C:
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 premises (EA
occurrence)
Med Exp
Personal Adv Injury
General aggregate limit applies per:
Policy ❑Project 13LOC
General Aggregate
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
tory Limits
ER
E.L. Each Accident
$1,000,000
Any proprietor/partner/executive officer/member
excluded? NO
E.L. Disease - Ea Employee
$1,000,000
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/Locations/Vehicies/Exclusions added by Endorsement/Special Provisions: Client ID: 81-67-084
Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company":
Precad, Inc. dba Prudentis Roofing
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: ROOFING CONTRACTOR
FAX: 305-666-8490. ISSUE 01-13-15 (EP) REISSUE 01-15-15 (MT)
Bealn Date 4/19/2012
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE BUILDING DEPT.
Should any of the above described policies be cancelled before the expiration date thereof, the issuing
CONTRACTOR REGISTRATION
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 SE 2ND AVE.
MIAMI SHORES, FL 33138
�4)
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(if a component is not used, identify as "NA")
System Manufacturer: GAF /A-0611.01
NOA No.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxi : -49.1 Pmax2: -82..(* Pmax3: -IA4. 3
Max. Design Pressure, From the Specific NOA
System:
Deck:
-52.5
Type: _ GM -0 +
Gauge/Thickness: 5�� �1yliJbOt�
Slope: '/4�
Anchor/Base Sheet & No. of Ply(s): /.-7,5'
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: //2y /S� 1'VSvl.9T/d'v
Base Insulation Size and Thickness:
Field: 9 " oc @ Lap, # Rows A @ _3_" oc
Perimeter: 6 " oc @ Lap, # Rows 4@ 6 " oc
Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc
Number of Fasteners Per Insulation...
Board '0000'
0000..
Field: Perimeter ......Cornet
0000..
0000 0000
Illustrate Components I� u and • • • • • •
Details as Applicable: 00:00: 0 :0
Woodblocking, Gutter, 1'8gg' Termili%atio'h,
Stripping, Flashing, Contidd&V: Cleat, Cant
Strip, Base Flashing, CountCr- P%6g W,
Coping, Etc. •
Indicate: Mean Roof Heigh?,• Perapet.14efg1t,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Fastener/Bonding Material: uberoo � 1=17
fEi�7 ASPihs�lT ' GrQnoig4ed
I �ly 20 sY2«>'L
Top Insulation Layer: 574*r-&PcwT `�vs�rr� hor rroA
d 5 f Ar4il�u`7Er�o �f
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
1.09W Oje y
Base Sheet(s) & No. of Ply(s): 29 A&
� O Dom''
Base Sheet Fastener/Bonding Material: �u. - g' $ PlywMO
/�'2IDT �'yjrrrrXy
Ply Sheets) & No. of Ply(s): S t35 .;LD -CMook
Ply Sheet Fastener/Bonding Material:
Nor r35rD 17- 7-yjpe L
Top Ply: Gr9F 585 ,6t1WD% F -e-170
Top Ply Fastener/Bonding Material:
Nflr 05.01401,- rYPE :a --
Surfacing:
Surfacing: SP.An>uts97-r_-p
A1/3
Parapet
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
tar4.5-rew 3'2.,�, /,2' gip. G
J.5t
Mean
Roof
Height
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: t; (J
Product Approval Number: a - o -3 C) S . ;
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1:' 39. L P2•-69. P3:TI00. 1
0000
Maximum Design Pressure
Product Approval Specific System:
0000..
Method of Tile Attachment: Tw 0 -1 (AITL, Lok ti� 0000
0000 0000
Roof Slope:
_3 :12
Steep Sloped System Description
Deck Type:
5 y L-00 CX
Underlayment:
L# --i S -VM
lation:
NIA
reBarrier:
\
000090 0 ..•
. . • • •
•. •. •. •
•..•.••
. .
00..00
•
.. 0000
Fastener Type & Spacing: _ f► i ►N 11141 9''0. c Fie m
Ridge Ventilation? $ CA R S N at�s (o"o . G 3
N Adhesive Type: T r<< 01 C o Yt p o me a Fo A t -n
Roo(= �' � e A e 7 v c t1 0
Mean Roof Height: `5
Type Cap Sheet: GeR-XN%N eeI VA Sal tvt -
Roof Covering: Rok \41 A q0 O
Tc,
ot,3ckt�fte 7I)e
Type & Size Drips
Edge:
k FYI C'. ak
0000..
0000..
.0000.
•
00.00
•
0000•
0000••
•'
•
•000•.
•0000•
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values
for Mrwiththe values from Mf. If the Mr values are greater than or equal to the M,
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127
(P,: --39. 1 x X. al9q = t i • U 1- M9: �(,. CS = Mr,3_ a (p Product Approval Mf 6,
(P2: -U-- x X. a8 9 =10i, b 8) - Mg: r1. `10 =M, 11.4 Product Approval &%;I(. .1
(P3 t00I x A.a Vt =a.93) - Mg: , n = Mr3 A"3 Product Approval Mf '�.1 ...
6
.
6666
Method 2 "Simplified Tile Calculation Per Table Below" • • •
6666..
Required Moment of Resistance (M,) From Table Below Product Apf ewfirMf •
Mf Re uired Moment Resistance* 0 60000 0 000
Mean Roof Height --ta
Roof Slope
15'
20'
25'
• • 000 • •
30' • • • • 6 40 • •
2:12
34.4
36.5
38.2
39.7 : : 6: 42.2 0
3:12
32.2
34.4
36.0
37.4. . 39.8; • • •
4:12
30.4
32.2
33.8
35.1 04 • 37.3 • •
5:12
28.4
30.1
31.6
32.8 34.9 ' 0
6:12
26.4
28.0
29.4
30.5 32.4
7:12
24.4
25.9
27.1
2$.2 30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for
Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then
the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P,: x 1; = x w:= - W: x cos 0: - = IF,, Product Approval F
(P2: x 1: = x w:= �) - W: x cos 0. - = Frz Product Approval F
(P3: x 1: = x w:= _� - W: x cos 0: - = Fra Product Approval F
6666..
6666..
6666..
6666.
66.66
6666..
6
6666..
6666..
•
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
9
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
I = length
w = width
product Approval
All calculations must be submitted to the Building Official at the time of permit application.
6666..
6666..
6666..
6666.
66.66
6666..
6
6666..
6666..
•
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the
owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner and the
contractor. The owner's initial in the adjacent box indicates that the item has been explained.
1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of
oviding 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.
01/11 _ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may havWbe
renailed in accordance with the current provisions of Section R4403. (The roof deck is usaalkj oonceakuo lior
to removing the existing roof system.) :000:.
3. Common Roofs: Common roofs are those which have no visible dgllggation be,1N��n
neighboring units (i.e. townhouses, condominiums, etc.) In buildings with commo%g%ifs, the•roplirg
contractor and/or owner should notify the occupants of adjacent units of roofing workitp•I;IP,perforrnpcL • i
• . • •
00000 4. Exposed Ceilings: Exposed, open beam ceilings are where the undersidaattha roof decking
n be viewed from below. The owner may wish to maintain the architectural appearance, tfiereforeproofing
nail penetrations of the underside of the decking may not be acceptable. This provides the option of maiAiaining
this appearance. . , ; Y ' off
Y
6.9 •
5. Ponding Water: The current roof system and/or deck of the building may not drain well and
ay cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
Ah 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
o erloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge
if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
/`1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
i erior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic
venting, venting shall not be required.
12- l Wi)`q
Owner s/Age sSignature Date Contractor' ignature
1(Z /V& 101 'ag�L
Property Address
Permit Number
a -I, , 41,J
T
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianiidadLgov/economy
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control, Sjtion to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdirtion4AHJ).
. .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Couni Product tmk6 Section '.
*00
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve gW.4g1jt to have phis product
or material tested for quality assurance purposes. If this product or material fails to perform in.tIV acceptgA tanner, W • •;
manufacturer will incur the expense of such testing and the AHJ may immediately revoke0rx"Iy, or guspeull the us...
of such product or material within their jurisdiction. RER reserves the right to revokes tWs accep" if its id66 9 *
determined by Miami -Dade County Product Control Section that this product or material faits tvmeet the tegiurirement� • •
•....•
of the applicable building code. • Y
This product is approved as described herein, and has been designed to comply with.the I lorida jdil;itg Cq,¢e
including the High Velocity, Hurricane Zone of the Florida Building Code. '..' . ... :Goes:
*..I*.
DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be 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 revises NOA 13-0502.02 and consists of pages I through 11.
The submitted documentation was reviewed by Alex Tigera.
_NOA No.: 14-0805.01
M�ahta
6.0 Coin Expiration Date. 05/10/17
APPROVED t000W Approval Date: 09/04/14
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2 -Component
Foam Roof Tile Adhesive AH -160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2 -Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH -160
Foam Dispenser N/A Dispensing Equipment
RTF1000
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive.
MANUFACTURING LOCATION: • • • .... •
1. Tomball, TX. • • ; . •
PHYSICAL PROPERTIES: •
Prope Test ReAks••• '•" •
Density ASTM D 1622 1.6 lbs./ft000000.1 • • • •
Compressive Strength ASTM D 1621 18 PSI Parallel to rise 0, 0„• •
12 PSI Perpendicular to rise; • • • • • •
Tensile Strength ASTM D 1623 28 PSI Parallel to rise •
Water Absorption ASTM D 2127 0.08 Lbs./Ft2 • • • • • •
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch '
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @I 58T., 100% Humidity, 2
weeks
Closed Cell Content . ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
M�aApe courirrNOA No.: 14-0805.01
JAPPRO Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Center for Applied Engineering
494-060
TAS 101
04/08/94
'.
257818 -IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
.
•
25-7438-4
00000 0 0 0
. 0 ..
1.
25-7438-7
SSTD 11-93
11/02/95
TM .• 00 •. .
3M 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low,0&,high the profiles.
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB -589-631
ASTM D 1623
02/01/94
Polymers Division
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. :
5.
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
P36700.04.12
ASTM D 1623
04/18/12
P39740.02.12
TAS 101
02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
NOA No.: 14-0805.01
MLAMI-DAD, COUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
520109-6 0000
. 00.0
520109-7•
• • • • •''
520191-1 TAS 101 '..� 0�/91V9
'.
0000.. •
520109-2-1"
0 0 0
0000..
:00 0.
0000 .0.0
•
LIMITATIONS: • •0
.
•
00000 0 0 0
. 0 ..
1.
Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile AssemNj fe; fire rating.•:
*0000
2.
TM .• 00 •. .
3M 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low,0&,high the profiles.
.000.0
•
3.
Minimum underlayment shall be in compliance with the Roofing Application Standard ;US 16. .. 0 0..
9 0 0. :
4.
Roof Tile manufactures acquiring acceptance for the use of 3M"M 2 -Component Foam ROWj"I'te Adhe�iv&AH-
:*060:
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. :
5.
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.
NOA No.: 14-0805.01
MLAMI-DAD, COUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
INSTALLATION:
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof tile assembly having a current
NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County
Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B).
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
NOA No.: 14-0805.01
MIAMI RADE COUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of 11
....:.
000•
0000••
0000••
•
0000••
0000••
0000••
0000
0000
• •
• •
�•••••
0000•
0000
• •
0000••
• •••
0000•
• •
' � �
0000••
0000••
•
• • •
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0000••
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0000••
• ••
'
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•0000•
• •
NOA No.: 14-0805.01
MIAMI RADE COUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Dade County Product Control Seal as shown below.
Area
Weight
Eave Course - Flat, Low, High
0000
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of the 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (I each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
MAMMADE •J
0000
•
BUILDING PERMIT REQUIREMENTS: •
•"� : •
.06":
As required by the Building Official or applicable building code in order to properly evaluate t ie initallatiO bf1his
0000.
system.
•
0000..
0000..
0000
0000 •
• '0000
0000
0000.
000100 . ...
• •
0000.
•
• • •• •
•0000•
•0000•
•
• • • 0 0
•0000•
. 00000•
• •
• • •
•0000•
NOA No.: 14-0805.01
MIAM4DADE cOUN7Y Expiration Date: 05/10/17
-I® Approval Date: 09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
is
r, APPROVED
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) —23(148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the the closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) —23(148.4 cm2) square inch adhesive
contact with the underside of the tile.
0000
• • •e•• 0000:•
0000•• 0000••
0000•• •
High Profile / Single Pan Tile •' • • • • • •
....
1. Starting at the eave course, Applj a minim..2" . • ;
(50.8 mm) x 10" (254 mrAT x 1S•(25.4 TW foam **Goo*
paddy onto the underlaymentpositoned as shown •
... .
under the pan portion of the the Closest to the • • • • • •
overlock of the tile being set. • :****o
; •
•0• 0 0 •0•
2. Continue in same manner. Insure approxifhatSly 17
(109.7 cm2) —23(148.4 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Flat/Low Profile Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm)
—23(148.4 cmZ) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) - 12 (77.4 cmZ) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 CM)
23(148.4
—
23 (148.4 cm) square inch adhesive contact•with the• • • 0 0
• 0000 •
underside of the tile. � .
.. . • •
000000 0000.0
...{.? •
2. At the second course, apply rj§ �pum 2" (50.8mm) o • • •
x 7" (177.8 mm) x 1" (25.4 rWW foam paddyb®nto thLo •
• 0.000
underlayment positioned as %Qvii under tlneapan 0 0
portion of the tile closest to th&ov®rlock pf tte ule •"• •
being set. • •
•0000. 0 • .
3. Continue in same manner. Irture aDprox%ate; 12" • 0 •
• •
(77.4 cm2) - 14 (90.3 cmZ) s4uareinch adh;s�vp0 0 0
contact with the underside of tVe tile. ' •
(Instructions continued on next page)
NOA No.: 14-0805.01
FOAOE ��
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 14-0805.01
Expiration Date:, 05/10/17
Approval Date: 09/04/14
Page 8 of 11
fee*
e 0
.000.0
• ! •
i0 •
i•
f
600100
•6000• •
0.00
6
6
6.0600
•
0! i
0010•
•110
060•
• •
0
•fee.6
e*feef
•011
• •
e►000•
• e00
fieef
• i
• • •
•• •
•0010•
ie •f
•
•0001!
•
•
i
• e •
!
•6000•
•
eii0ee
•
• •
!
•
0.60.0
• e e
ii •
• Yee
• •
• e •
ei •
NOA No.: 14-0805.01
Expiration Date:, 05/10/17
Approval Date: 09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
mecom PrallllTft
[�77PPROVED
On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x V (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the Overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm2) of
adhesive contact with the underside of the the
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on nextpage)
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
•9••
• •
9999
999900
•
•00090
•9•••0
9999+•
•
s
•
9999• ••
9999•••
9999
9999
• •
• •
•
999 9•
0••9•
9999
•
• •••
9990 9•
• •
•• •
9999••
•• ••
•
• • •
•
9999••
•
9999••
•
• •
•
•
•9000•
•• •
• • 9
w• •
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Hlffi PmfHe7ft
APPROVED
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71 cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
.R•••• ••••••
•••• •••• • •
• • • • • ••••••
NOA ;o- 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
h
N-�
sin* 2Z4 L
Hlffi PmfHe7ft
APPROVED
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71 cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
.R•••• ••••••
•••• •••• • •
• • • • • ••••••
NOA ;o- 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
U Ptaoe er OuO adhesive to adtieve 6S to 70 sq. in. Steep pi" appkal ons
In contact vMh the pan too, (whet required)
2) Turn covers upside doom. Place adhesive in
to t ln:fromoutsWaedgeofcovortile.
Then instal# the tile. Ensure 20 to
2S sq.im.costa« gree. o
IUnderiayment
i
(motar shown)
Farscia
Remove top portion of thesava course cover die. Abut to second course of
pet t1km Ensure eave arm! of pan and cover Was are flush at eave lime.
Two Piece Barrel - High Profile Tile
APPROVED
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm)
square inch adhesive contact with the underside
of the pan tile.
Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless sUw4,•or
copper wire and compatible nails map be used.
. •
END OF THIS ACCEPTANCE • • • •
e ecce• • ••e
.. .. •• •
•
•
..e•ee
NOA Noi'14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 11 of 11
mmm
in MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
CertainTeed Corporation
1400 Union Meeting Road
P.O. Boz 1100
Blue Bell PA 19422
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance. purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Underlayment Systems
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any; ection
of this NOA shall be cause for termination and removal of NOA. • • • • • s e • : •
• •
as 0
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flofidae and fdilowed by the •
expiration date may be displayed in advertising literature. If any portion of the NOA is disptay d1, then it shall be done• • • •
.••. •
in its entirety. • • • • • • • • • • •
•••• •••• • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturef br ifs:distrilbutpts Ond
shall be available for inspection at the job site at the request of the Building Official. • • •. • • •
This NOA renews NOA# 12-1204.02 and consists of pages 1 through 8. • ••
• •"
•
The submitted documentation was reviewed by Alex Tigera. :0:
•
•• •
NOA No.: 14-0724.16
MIAMI-DADE COUNTY
!APPROVED Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 1 of 8
ROOFING COMPONENT APPROVAL
Cateaory Roofing
Sub -Category: Underlayment
Material: SBS
SCOPE:
This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with
the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
WinterGuard HT
Manufuring
Location 41
Dimensions Test
Specification
Product
Description
36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet
rolls material for use as an underlayment in sloped roof
Roll Weight: 45 lbs assemblies. Designed as an ice. & rain shield.
WinterGuard Granular
36" x 65'
ASTM D 1970
Granular surfaced modified, fiberglass reinforced,
Manufuring
rolls
bituminous sheet material for use as an
Location 92
Roll Weight: 72 lbs
underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
WinterGuard Sand
36" x 65'
ASTM D 1970
Embedded sand surfaced modified, fiberglass
Manufuring
rolls
reinforced, bituminous sheet material for use as an
Location #2
Roll Weight: 72 lbs
underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
Diamond Deck
48" x 250'
ASTM D 226
Synthetic, scrim reinforced underlayment for use
Manufuring
rolls
under shake, shingles, slate or metal roofing.
Location 43& 4
Roll Weight: 38 lbs.
MetaLaymentm
393/8,, x 61'
ASTM D 1970
A film surfaced, self -adhering underlayment for
Manufuring
rolls
use under metal roofing.
Location 41
Roll Weight: 54 lbs.
."• •
Black DiamonC
39 3/g" x 68' 7"
ASTM D 1970
Granular surfaced modiiiad,•fibergless reinforced,* •' • •
Base Sheet
rolls
bituminous sheet mateiialef use as an : • • • •
Manufuring
Roll Weight: 76 lbs.
underlayment in sloped,fdb'?,vsembl des * � • , • • • • •
Location #2
Designed as an ice & rai$•shield. Not•foXjyse as ..:.. •
an Anchor Sheet. Direl mesion to Oodd deck* • • •
not permitted in the H3.XU4. '
••1.1•
• •0 0
• •
NOA No.: 14-0724.16
htu►Mi•aanE Coin
Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 2 of 8
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Dimensions
Test
Product
Specification
Description
Flintlastic GTA
393/8,, x 32' 10"
ASTM D 6222
Granule surfaced APP Modified Bitumen
Manufuring
rolls
Grade G
membrane with non -woven polyester mat
Location #1
Roll Weight: 105 lbs.
Type I
reinforcement for torch application.
All Weather/Empire
Base Sheet
Manufuring
Location #1
DryRoor TU
Manufuring
Location #1
Flintlastic GMS
Manufuring
Location 41
Flintlastic SA Cap
Manufacturing
Location #1
39 3/$" x 65' 10"
rolls
Roll Weight: 70 lbs.
39 3/8" x 61'
rolls
Roll Weight: 58 lbs.
ASTM D 4601 Asphalt coated fiberglass reinforced base sheet.
Type II
TAS 103 A polyester fabric surfaced, self -adhering
underlayment.
393/8" x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen
rolls Grade G membrane with non -woven polyester mat
Roll Weight: 97 lbs. Type I reinforcement for mop application.
393 /8" x 33'11 TAS 103 Polyester reinforced, self -adhering SBS modified
rolls bitumen cap sheet.
Roll Weight: 95 lbs.
MANUFACTURING LOCATION:
1. Little Rock, AR.
2. Shakopee, MN
3. Hangzhou, China
4. Silvassa, India
•••6
• • 0
.000.
• • .6• •
a• • •6
0000•• 0000••
•
0000•• •
606.60 0000••
0006• • •
• • ••000 0000•
600• • •
•
0000•• •
• • • • • ••0000•
(0000• 0 •
• • • •0.06•
00 • 0 0 •
NOA No.: 14-0724.16
Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 3 of 8
EVIDENCE SUBMITTED:
Test Azency
Test Identifier
Test Name/Report
Date
Momentum Technologies, Inc.
AX31 G8D
ASTM D4601
09/05/08
AX31 G8G
ASTM D6222
06/05/09
TrinityjERD
3530.12.05-1-R1
ASTM D1623
10/05/09
3523.03.05-R2
ASTM D1623
01/12/10
C32240.03.10
ASTM D4977
03/04/10
C3500.04.10
TAS 103
04/01/10
C31860.05.10
ASTM D1623
05/18/10
C30280.12.09-R2
ASTM D226
12/11/09
C31410.10.10-R1
ASTM D5147. ASTM D4798
11/02/12
C30890.03.10-1
ASTM D1970
03/17/10
C40050.09.12-2
ASTM D1970
09/28/12
C34940.09.11-R1
TAS 103, ASTM D1623
10/04/11
C32930.01.1 I-R2
ASTM D1623
01/20/14
C45240.01.14-1
ASTM D1970, TAS 110
01/15/14
C45240.01.14-2
TAS 103, TAS 110
01/24/14
PRI Construction Materials
CTC-075-02-01
ASTM D1623
10/07/11
Technologies, LLC
CTC-075-02-01
TAS 103
10/07/11
CTC-093-02-01
ASTM D6164, ASTM D4798
08/09/11
CTC-189-02-01
ASTM D1623
11/18/13
InterTek Testing Services Ltd.
10103165000Q-002C
ASTM D226
• • • • •Q8/13/13
101227796COQ-003C
ASTM 13179� • a
****08/13/"**:*
•
10103165000Q-005C
ASTM D4969
: • • • W/13/13 •
••••••
• ••• •••••
•
e e
•• ••
• •
•• • ••••••
•
NOA No.: 14-0724.16
Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 4 of 8
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: 19/31° or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end
lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge
and in a grid pattern spaced 12" o.c. in the field of the roll.
(2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 20" headlap and a 12"
end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset
36" minimum.
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes
Deck Type 1: Wood, Non -insulated
Deck Description: 19/3," or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" �g4dlap and a
6" end lap mechanically fastened to deck with approved nails and tip caps 6" o.c' 416twside lape...
edge and in a grid pattern spaced 12" o.c. in the field of the roll. •
Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet oro*AftttrGuard HT, :6090:
WinterGuard Granular, WinterGuard Sand, MetaLayment, DryRoof.Tr7dr.BlaciraIiiamend 0
Base Sheet self -adhering membrane adhered to the anchor sheet with 'a minimum Y;eogdlap
and 6" end lap. Place the first course of membrane parallel to the ea ;e',rQisng theem�irane to • • • •
obtain maximum contact. Remove the release membrane as the membr4gq, is applied.• Vertical • •
strapping of the membrane is acceptable. If membrane is strapped, then An&ior sheet must also • • • 0 •
be strapped. •
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, .& shingles oqu&ry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes
NOA No.: 14-0724.16
Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 5 of 8
Deck Typed: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically
attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied
at a right angle (901) to the slope of the deck with approved annular ring shank nails and tin
caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in
the field of the roll of the base sheet.
Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet
or DryRoof TU, Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet
with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the
eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the
membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is
strapped, then anchor sheet and ply sheet must also be strapped.
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the
end laps. No nails or tin caps shall be exposed.
Surfacing: •Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be uje41vith any
approved roof tile system mechanically fastened as specified in their current NOp....' ......
*Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof%U*may be v sed with any •
approved roof tile system adhered as specified in their current NOA 4xiag any foam adhesive ..
listed and having a current tile adhesive NOA approval. • • • • • • ......
.... .... . .
Must comply with appropriate Roofing Application Standard RAS 118;•12AS 119, 120 aruj,;,. •
applicable Building Codes. • • • • •.' .... •
LABELING: •
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturti's'narne or 1®gap panty, •
state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
NOA No.: 14-0724.16
QML4&414 COUNTY
Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 6 of 8
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this material.
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular,
WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane
shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof
applications.
3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or
Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened
roof tile systems as specified in the surfacing option of the approved assemblies.
4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with
applicable Building Code.
5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with
deck free of irregularities.
6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a
recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. .
7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap,
MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof
for longer than 180 days of application. DryRoof TU shall not be left exposed as a temporary roof #o: Tortger thn....
30 days after application. •
8. CertainTeed underlayment products may be used with any approved roof covering Np i*".of Acceptance listing
CertainTeed underlayment products as a component part of an assembly in the lodes• of Acceptance. :f
CertainTeed underlayment products are not listed, a request may be made to the Autllwi ty. Havirag'.Ri Wictidn
(AHJ) or Miami -Dade County Product Control for approval provided that appropriate �d�nentatiori %rovid ea •
to detail compatibility of the products, wind uplift resistance, and fire testing results. • • • • •, •,.
9. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loqIV,dLJdrig panels Sweep %
the deck thoroughly to remove any dust and debris prior to application. : 0 : • • •...
10. When applying the membrane in the valley, start at the low point and work to the high mint. Trolling the m embrarm• • • •
from the center outward in both directions. •
11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows:
(Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the
underlayment. See Table Below)
NOA No.: 14-0724.16
M��eeou Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 7 of 8
LIMITATIONS:
Tile Profile
Flintlastic GMS'
Flintlastic SA Cape
DryRoor TU3
Flintlastic GTA3
Flat Tile
4:12
6:12
6:12
6:12
Profiled Tile
4:12
5:12
6:12
6:12
'The following is applicable to all systems using and Flintlastic GMS:
*Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on
top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below).
*Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching horizontal battens; a
maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below).
2The following is applicable to all systems using Flintlastic SA Cap:
*Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slope followed by maximum
four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure I below).
•Slopes greater than those shown in the above table — Horizontal batten strips are required. Stage tiles touching
horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below).
3The following is applicable to all systems using DryRoor TU and Flintlastic GTA:
*Tiles shall be stored on battens on roof pitches greater than 6:12".
Front View
Figure 1: Staged Method,
View
Front
Figure 2: Batten Method
END OF THIS ACCEPTANCE
Figure 2: Batte13WeTAod
.. . 0 000
00 0
0000..
0000..
.0000.
000.
0000.
0000..
0000..
.0000.
NOA No.: 14-0724.16
1APPROVED1
Expiration Date: 11/24/19
Approval Date: 10/30/14
Page 8 of 8
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/vera
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Villa 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
0000
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ehange • • 0 0
in the applicable building code negatively affecting the performance of this product. 000 000:
00 • • • .
0000..
0000.. •
.0000.
TERMINATION of this NOA will occur after the expiration date or if there has been a revjjidLpr change in the•
0000..
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endor eawnt of any pmouct, •
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to"ernply witli MI sectio$'
0. 0000.
of this NOA shall be cause for termination and removal of NOA. 00 .
0. . ... 00 00 00 . 000000
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fl®roiy*06d foJlowgd by ttw,..:.
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then iC Mal? be done •
00..
in its entirety. 0001, 00
. .•
. ..
00 •
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 revises NOA# 11-0713.02 and consists of pages 1 through 7
The submitted documentation was reviewed by Alex Tigera."
i� NOA No.: 12-0308.20
Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category
Roofing
Sub Category:
Roofing Tiles
Material:
Concrete
1. SCOPE
This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales,
FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done
as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
Product
Applicant
Dimensions Specifications
Description
Monier Lifetile LLC Villa
1= 17"
TAS 112
Low profile, interlocking, high pressure extruded
900
w= 13"
concrete roof tile equipped with one nail hole and
'/2" thick
double roll ribs. For direct deck or battened nail -
on, mortar or adhesive set applications.
Trim Pieces
1= varies
TAS 112
Accessory trim, concrete roof pieces for use at
w = varies
hips, rakes, ridges and valley terminations.
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 EVIDENCE SUBMITTED
0000
0 0000 ' 0000..
Test Agency
Test Identifier
•
• • •
to
Test Name/Rep0000ort •
000000 0 0000..
Nutting Engineers
13343.1
TAS 112 • • • ` • • Apr. 2006 :0000:
Redland Technologies
7161-03
0000 0000 •
Static Uplift Testing* • •.. • ' Ate' 1991..... 0
Appendix III
TAS 102 & TAS 102(4)...0 • • • • • • •
Redland Technologies
7161-03
0 � � •' •
Wind Tunnel Testing� � �c.01991
� �
Appendix II
0 • �
TAS 108 (Nail -On) 0 0000:.
Redland Technologies
P0402
.0000.
Withdrawal Resistance Testing of jerpw • Sept. 1993 .....:
vs. smooth shank nails • 0 . .' :' : 0
The Center for Applied
94-060B
Static Uplift Testing March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
94-084
Static Uplift Testing May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
Redland Technologies
P0631-01
Wind Tunnel Testing July 1994
TAS 108 (Mortar Set)
NOA No.: 12-0308.20
MIAWDADECOUNTY Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 2 of 7
2.2 EVIDENCE SUBMITTED
Test Aaency
Test Identifier
Test Name/Report
Date
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC -76
TAS 100
The Center for Applied
25-7183-1
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik -Drive Screws, Direct Deck)
The Center for Applied
25-7183-2
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik -Drive Screws, Battens)
The Center for Applied
25-7214-2
Static Uplift Testing
March, 1995
Engineering, Inc.
25-7214-6
TAS 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Celotex Corporation
528454-2-1
Static Uplift Testing
Sep. 1998
Testing Services
520109-2
TAS 101
Dec. 1998
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584
December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
.'••••
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic MultiplietF,
. May 2006 "•
Walker Engineering, Inc.
Evaluation Calculations
Two Patty Adhesive Set Sys' &V
April 1999 • •
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moment Due to Gravity
• Aprt1.2006 • '
•
.....
Y •
•
• • •
•
••••••
• • •
• ••••••
NOA No.: 12-0308.20
MIAM MDECOUN Expiration Date: 09/21/16
IIII�Q�� Approval Date: 06/21/12
Page 3 of 7
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (Ibf) Length -I (ft)
Width -w (ft)
Villa 900 Concrete Tile
10.94 1.425
1.08
Table 2: Aerodynamic Multipliers - X (ft) •.•.
Tile
X (ft')
: )' (ft) 0000 ..
Profile
Batten Application
.'
Direct Deck A WM!on
Villa 900 Concrete Tile
0.289
0 0 0 : "0.28
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)•....0600.' ••
Tile
3":12"
4":12"
6":12"
6":12'• 0:"'
so
7":1e or �reatg`
Profile
Villa 900
Battens
Direct
Battens
Direct
Battens
Direct
Battens
q)redt
Battens
. Direct-
irect-Concrete
ConcreteTile
Deck
Deck
Deck
Deck.
:""'Deck•
6.79
7.70
6.73
7.62
6.63
7.51
6.50
6.
• • 7.21 0
•• .
NOA No.: 12-0308.20
Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MTm 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. • • • •
(min 15/32" plywood)
(min. 19/32" plywood)
4 Medium paddy placement of 24grams of PolyProTM
Villa 900
2-10d Ring Shank Nails
27.8
37.4
28.8
Concrete Tile
1-10d Smooth or Screw
8.8
11.8
4.1
Shank Nail
2-10d Smooth or Screw
16.4
21.9
7.1
Shank Nails
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10d Smooth or Screw
24.3
24.3
24.2
Shank Nail Field Clip)
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.9
31.9
32.2
Shank Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profilesistanc
Tile Application
Minimum Attachment
Villa 900 Concrete Tile
Adhesive
26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MTm 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. • • • •
. 0000
so ...
Table 6: Attachment Resistance Expressed as a Moment - Mf (If-lbf� •••••• ••
0. •
for Single Patty Adhesive Set Systems 000 .. . ••
Tile
Profile
Tile Application
IIQlrtimpm AOUIlment ..
"' Resistan00ce00
Villa 900 Concrete Tile
3M 2 -Component Foam Roof Tile Adhesive AH -160
"-";86.61,3,0_ ; ..
3M 2 -Component Foam Roof Tile Adhesive AH -160
.. 45.5
3 Large paddy placement of 54 rams of Pol ProTm.
; ••
4 Medium paddy placement of 24grams of PolyProTM
•
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Villa 900 Concrete Tile
Mortar Seto
20.60
5 Seespecific mortar manufacturer's Notice of Acceptance
NOA No.: 12-0308.20
Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 5 of 7
...
.
0000
0
0000
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved".
LABEL FOR VILLA 900 CONCRETE TILE
(LOCATED ON THE UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in
order to properly evaluate the installation of this system.
NOA No.: 12-0308.20
TMIAMIM.-MOUNW WIMU MJ Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 6 of 7
......
......
••••
...
NOA No.: 12-0308.20
TMIAMIM.-MOUNW WIMU MJ Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 6 of 7
PROFILE DRAWING
is—u 1--k--
I_.►000.0.
NOA No.: 12-0308.20
aMLAMWm=
MDE
Ex iration Date: 09/21/16
Approval Date: 06/21/12
Page 7 of 7
0000
VILLA 900 CONCRETE ROOF TILE
••
• "' •
0000:0 ```:0
•
•• .
•
.
.
.
0000.• .
0000..
END OF THIS ACCEPTANCE
*00:0*
00.
00.
0000..
0000
0000
606060
00000`
•0.0.
•..0.•
• s..
0000•
• •
• •
0000••
•
0000••
•
•
• . •
0.00.0
00 0
• 0
NOA No.: 12-0308.20
aMLAMWm=
MDE
Ex iration Date: 09/21/16
Approval Date: 06/21/12
Page 7 of 7
MIAMFL�AD MIAMI-DADE COUNTY
•� PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,"state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there haS't thano
change in the applicable building code negatively affecting the performance of this prod;ct.. •
9999
66 :906:0
TERMINATION of this NOA will occur after the expiration date or if there has been a w"lien or Change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as MQhtisrsement of any
69.9
product, for sales, advertising or any other purposes shall automatically terminate this NQX.Vailure to cpaply
with any section of this NOA shall be cause for termination and removal of NOA. ` 6 6
r9969• . 990
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, TYofitl , and follpwed
by the expiration date maybe displayed in advertising literature. If any portion of the IZV*is,lisplayed,then
it shall be done in its entirety. 00*0*00
• • • 9 696
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribtttdrs
and shall be available for inspection at the job site at the request of the Building Oficial.
This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 1 of 29
60909•
9999..
.99699
66960
96666
960666
0
990669
9999..
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Category:
Modified Bitumen
Material:
APP/SBS
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
Matrix" 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied
Membrane Adhesive adhesive for modified bitumen roof
0000...
0000..
0000..
0000.
00.00
0000..
0000..
systems.
GAFGLAS® 475
39.37"
ASTM D4601
Type II asphalt impregnated and coated
Base Sheet
(1 meter) Wide
glass mat base sheet.
GAFGLAS® #80 Ultima'
39.37'
ASTM D4601
Type II asphalt impregnated and coated,
Base Sheet
(1 meter) Wide
fiberglass base sheet.
GAFGLAS® FlexPly" 6
39.37"
ASTM D2178
Type VI asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS® Ply 4
39.37"
ASTM D2178
Type IV asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS®Mineral
39.37"
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
Surfaced Cap Sheet
(I meter) Wide
surfaced with mineral granules.
GAFGLAS® EnergyCap"
39.37"
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
BUR Mineral Surface Cap
(1 meter) Wide
surfaced with mineral granules with
Sheet
factory applied EnergyCote�"
GAFGLAS® Stratavento
39.37"
ASTM D4897
Fiberglass base sheet coated on both sides
Eliminator"" Perforated
(1 meter) Wide
with asphalt. Surfaced on the bottom side
Venting Base Sheet
with mineral granules embedded in
asphaltic coating with factory
perforations. 0**! * * •
GAFGLAS® Stratavent®
39.37"
ASTM D4897
A nailable, fiberglass base sheet doatad bn
Eliminator" Perforated
(1 meter) Wide
both sides with asphakr$urfacedon the
0000..
Nailable Venting Base
bottom side with minvmtgranule;
Sheet
embedded in asphaltk'M&tng. •
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester mat coated svIM
Heat -Weld" Smooth
(1 meter) Wide
polymer -modified asp�aft*and smo*"* •
surfaced. •
•
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester uta "ated with
Heat-WeIC Granule
(1 meter) Wide
polymer -modified asphaft and surfaced,
0000..
with mineral granulej. e.•
RoofMatch"
107 sq. ft.
ASTM D6164
Non -woven polyester Mat coated pAtit
SBS Modified Granular
(9.9 m2)
SBS polymer -modified asphalt and" '
surfaced with colored mineral granules.
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with fire
Heat -Weld" 170 FR
(1 meter) Wide
retardant polymer -modified asphalt and
surfaced with mineral granules.
NOA No.: 14-0611.01
--
�pgpgCp
Expiration Date: 11/06/15
' ' •
Approval Date: 11/06/14
Page 2 of 29
0000...
0000..
0000..
0000.
00.00
0000..
0000..
Test
Product
Product
Dimensions
Specification
Description
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with
Heat -Weld' Plus
(1 meter) Wide
polymer -modified asphalt and surfaced
with mineral granules.
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with fire
Heat -Weld Plus FR
(1 meter) Wide
retardant polymer -modified asphalt and
surfaced with mineral granules.
Ruberoid® EnergyCap'"
39.37"
ASTM D6164
Non -woven polyester mat coated with fire
SBS Heat-Wele Plus FR
(1 meter) Wide
retardant polymer -modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Ruberoid® SBS
39.37"
ASTM D6163
Non -woven polyester mat coated with
Heat -Weld' 25
(1 meter) Wide
polymer -modified asphalt and smooth
surfaced.
Ruberoid® Mop Granule
39.37"
ASTM D6164
Non -woven polyester mat coated with
(1 meter) Wide
polymer -modified asphalt and surfaced
with mineral granules.
Ruberoid® Mop Smooth
39.37"
ASTM D6164
Non -woven polyester mat coated with
(1 meter) Wide
polymer -modified asphalt and smooth
surfaced.
Ruberoid® Mop Plus
39.37"
ASTM D6164
Non -woven polyester mat coated with
(1 meter) Wide
polymer -modified asphalt and surfaced
with mineral granules.
Ruberoid® Mop 170FR
39.37"
ASTM D6164
Non -woven polyester mat coated with fire
(1 meter) Wide
retardant polymer modified asphalt and
surfaced with mineral granules.
Ruberoid® Mop FR
39.37"
ASTM D6164
Non -woven polyester mat coated with fire
(1 meter) Wide
retardant polymer -modified asphalt and
surfaced with mineral granules.
Ruberoid® Torch Smooth
39.37"
ASTM D6222
Non -woven polyester mat coated with
(1 meter) Wide
APP modified asphalt and smooth
surfaced.
Ruberoid® Torch Granule
39.37"
ASTM D6222
Non -woven polyester mat coated yrith •
(1 meter) Wide
APP modified asphalt arg?.
surfaced with mineral gran:les �...:.
RuberoieEnergyCap-
39.37"
ASTM D6222
APP modified cap membrane with a torch
Torch Granule FR
(1 meter) Wide
grade bottom surface 444 mineral...
granular top surface Nated With Aarty
applied EnergyCote ..• • • • • • • • •
Ruberoid® EnergyCap'"
39.37"
ASTM D6222
APP modified cap membrane with a'torch
Torch Granule Plus FR
(1 meter) Wide
grade bottom surface &;(:(mineral
granular top surface coatedwith Aketory.
applied EnergyCote •
RoofMatchTm
107 sq. ft.
ASTM D6222
Non -woven polyester mat coated'Nttr
APP Modified Granular
(9.9 m2)
APP polymer -modified asphalt and
surfaced with colored mineral granules.
Ruberoid® Torch FR
1 meter
ASTM D6222
Non -woven polyester mat, coated with fire
(39.37") Wide
retardant asphalt modified bitumen
membrane with granule surface.
NOA No.: 14-0611.01
MFAMMADE COUNTYM
Expiration Date: 11/06/15
"' • ►
Approval Date: 11/06/14
Page 3 of 29
Test
Product Dimensions Sbeciflcation
Ruberoid® 20 1 meter ASTM D6163
(39.37") Wide
Ruberoid® 30 1 meter ASTM D6163
(39.37") Wide
Ruberoid® 30 FR
1 meter ASTM D6163
(39.37") Wide
Ruberoid®EnergyCap" 30
1 meter ASTM D6163
FR SBS Membrane
(39.37") Wide
Ruberoid® Dual FR
39.37" (1 meter) ASTM D6162
Wide
Topcoat® Elastomeric 1, 5 or 55 gallons ASTM D6083
Roofing Membrane
Topcoat® MB Plus 5 or 55 gallons Proprietary
Topcoat® 5 gallons ASTM D6083
Surface Seal SB
FireOuC Fire Barrier 5, 55 gallons Proprietary
Coating
VersaShield® 42" x 100' rolls ASTM D226
Fire -Resistant Roof Deck
Protection
xW71 V
APPROVED!
Product
Description
SBS modified asphalt base sheet reinforce
with a glass fiber mat.
Non -woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -woven fiberglass mat coated with fire
retardant, polymer -modified asphalt and
surfaced with mineral granules.
Non -woven fiberglass mat coated with fire
retardant, polymer -modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
An acrylic, water based elastomeric
membrane system designed to protect
various types of roofing surfaces.
Water based, low VOC primer used to
block asphalt bleed -through.
Solvent based sprayable thermoplastic
rubber sealant designed to protect and
restore aged roof surfaces and to increase
a roofs reflectivity.
Low VOC, water-based fire barrier
coating.
Non -Asphaltic, fire resistant fiberglass -
based underlayment.
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 4 of 29
0000
.
0000:0
.
000000
•
000000
0
0000..
0000..
0000..
0000
....
. .
.
0000
0.000
00000
0000..
. ...
0000.
.
.. ..
..
0000..
0000..
. 0
.
000000
0000.. .
.
.
000..
0
. .
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 4 of 29
APPROVED INSULATIONS:
Product Name
EnergyGuard"'
Polyiso Insulation
EnergyGuard"'
RA Polyiso Insulation
EnergyGuard"A
RN Polyiso Insulation
EnergyGuard"'
Perlite Recover Board
EnergyGuard"'
Perlite Roof Insulation
EnergyGuarC
RA Composite Polyiso
Insulation
Carbon steel fastener used
StructodeV High Density Fiber Board
Securock® Gypsum -Fiber Roof Board
APPROVED FASTENERS:
Table 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite recover board
Perlite roof board
Polyisocyanurate/wood fiberboard
or perlite composite
High density wood fiber
Gypsum board
TABLE 3
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
Blue Ridge FiberBoard, Inc.
United States Gypsum Corp.
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Drill -Tec"'
#12 Fastener
Carbon steel fastener used
Various
GAF
in steel or wood decks.
2.
Drill -Tec"
#14 Fastener
Carbon steel fastener used
Various
GAF
in steel, wood or concrete
decks.
3.
Drill -Tec"'
XHD Fastener
Carbon steel extra heavy
Various
GAF
duty fastener used in steel
decks.
4.
Drill -Tec"'
AccuTraca Flat
AZ -SS aluminized steel
3" x 3"
GAF
Plate
plate for use with Drill-
Tec#12 Fastener, Drill-
Tec' -M #14 Fastener and
**so
'
. .
.... ......
Drill -Tec # 15 Fastener.
5.
Drill -Tec"'
ASAP 3S
Drill-TecC' #12 fastener
Various
• • • • • f AF
%""� • • • • %•
with Drill -Tec"' 3"
Standard Steel Plate.
'"'0 ' '
6.
Drill-Tec
AccuTrac®
Galvalume Steel plate for
3" x 3"
0"'•
""GAF
`•"`
Recessed Plate
use with Drill -Tec"'
0:00•
*0:00:
0 60:900 0:••
fasteners.'
.. ..
.. . ......
7.
Drill -Tec"'
3" Steel Plate
Round galvalume steel
3"
......
000.00
stress platefor use with
•
�,
Drill -Tec fasteners.
• •
0000..
• • • •
8.
Drill -Tec"
3" Standard
Round galvalume plated
3"
GAF
Steel Plate
steel stress plate with
reinforced ribs for use with
Drill-Tec"m fasteners.
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 5 of 29
EVIDENCE SUBMITTED:
Test Azency
Test Identifier
Description
Date
Factory Mutual Research Corp.
3029832
FMRC 4470
05/11/07
3010215
FMRC 4470
03/01/01
3001276
FMRC 4470
01/28/99
1B9A8.AM
FMRC 4470
09/04/97
3D4Q2.AM
FMRC 4470
04/30/97
ODIA8.AM
FMRC 4470
04/01/98
Underwriters Laboratories
R1306
UL 790
07/22/13
Trinity Engineering
4483.04 97-1
TAS 114
06/06/97
PRI Asphalt Technologies, Inc.
GAF -020-02-01
ASTM D249
02/01/02
ASTM D4977
GAF 306-02-01
ASTM E96
07/07/11
GAF 315-02-01
ASTM D2178
8/23/11
GAF 314-02-01
ASTM D2178
8/23/11
IRT-ARCON Inc.
02-005
TAS 114
03/01/02
02-014
TAS 114
04/08/02
01-039
TAS 114
03/01/02
Trinity ERD
G6850.08.08
ASTM D6164
08/29/08
G6850.08.08
ASTM D6163
08/01/08
G6850.10.08
ASTM D6222
10/06/08
G6850.11.08
ASTM D6222
11/05/08
G40620.07.12-2
ASTM D6222
07/17/12
G34140.04.11-2
ASTM D6163
04/25/11
G31360.03.10
ASTM D6164
03/31/10
G34140.04.11-4
ASTM D4601
04/25/11
G34140.04.11-5
ASTM D4897
04/25/14---.
4/25/114•• -
G33470.01.11
G33470.01.11
ASTM D6164
,OQl/13/11•••
G6850.08.07-1
ASTM D390908/13/07*Y:.
G30250.02.10 -3-R1
ASTM D3909
11/26/12
PRI Construction Technologies LLC.
ASTM D2178
GAF -314-02-01
•„0,08/23/11...`
ASTM D2178
GAF -315-02-01
.....08/23/1 L ...
ASTM D6083
GAF -245-02-01
.. o . •a6/10/f0 -
ASTM D6083
GAF -084-02-01
; • • ; •Q7/08/05 •
ASTM D6083
GAF -245-02-01
176/10/1;4..:.
ASTM D6083
GAF -084-02-01
.%7/0845
.. . . ...
Momentum Technologies, Inc.
ASTM D6162
AX04C9A
00 0
06/05/09
NOA No.: 14-0611.01
MIAM40WDECOUNTY Expiration Date: 11/06/15
������� '''• Approval Date: 11/06/14
Page 6 of 29
APPROVED ASSEMBLIES
Membrane Type:
SBS
Deck Type 11:
Wood, Insulated
Deck Description:
19/32" or greater plywood or wood plank
System Type A(1):
Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Fire Barrier:
FireOut'." Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection
(optional)
or SecurocO Gypsum -Fiber Roof Board.
Anchor sheet:
GAFGLAS® #80 Ultimar" Base Sheet, GAFGLAS® Stratavent® 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
GAFGLAS® Ply 4, GAFGLAS® FlexPly"" 6, GAFGLAS® #75 Base Sheet or any
Options:
of above anchor sheets attached to deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows
12" o.c. in the field.
(Maximum Design Pressure —45 psf. See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 6, GAFGLAS® #75 Base Sheet or any
of above anchor sheets attached to deck with Drill -Tec ' #12 Fastener, Drill-Tec"M
#14 Fastener or Drill -Tec"" XHD Fastener and Drill -Tec"'" 3" Steel Plate, Drill-
TecAccuTrace Flat Plate or Drill -Tec' AccuTrace Recessed Plate installed 12"
o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #7)
GAFGLAS® FlexPly' 6, GAFGLAS® #75 Base Sheet or any of above anchor
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
0006
field. 0
•
(Maximum Design Pressure —52.5 psf. See General Limitatift 07); 0 •
GAFGLAS® #80 Ultima'" Base Sheet, Ruberoid® 20, Ruberoid® Uo� Smooth base
sheet attached to deck with approved annular ring shank nails aV* tjn caps at4:
fastener spacing of 9" o.c. at the 4" lap staggered and in two rftj 9. •o.c. irf uro.
field. 606.60 6 •60
•
(Maximum Design Pressure —60 psf. See General Limitation•# tr • • • •
GAFGLAS® #75 Base Sheet or any of above anchor sheets attach& to deck with
T"` #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Tea XHD Fasten0000
Drill-Tec
and Drill -Tec'*"" 3" Steel Plate, Drill-Tec'm AccuTrac® Flat Plato -or Drill-Tep
AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2"'fide •
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)
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 7 of 29
•
•
606.6
0••0•
0000:*
•
•
Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3" inverted Drill -Tec"" insulation plates at a fastener spacing of 9" o.c. at the
(Continued) 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS® 475 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec"m 412 Fastener, Drill-Tec#14 Fastener or Drill-TecXHD Fastener
and Drill-Tec3" Steel Plate, Drill -Tec"" AccuTrac® Flat Plate or Drill -Tec'"
AccuTraco Recessed Plate installed 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.
(Maximum Design Pressure —75 psf. See General Limitation #7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EneravGuarC Polyiso Insulation, EnergyGuard m Polyiso RA Insulation, ,
EnergyGuard7 Polyiso RN Insulation, EnergyGuard"" RA Composite Polyiso Insulation
Minimum 1" thick N/A N/A
Structodeke High Density Fiber Board, EnergyGuard"" Perlite Recover Board
Minimum %" thick N/A
EnergyGuard"" Perlite Roof Insulation
Minimum 3/" thick
N/A
N/A
N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used
only as base layers with a second layer of approved top layer insulation installed as the final
membrane substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent®
Eliminator" Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTm Perlite Roof
Insulation or wood fiber overlay board on all polyisocyanurate applications.
Rasp Sheet•
(Optional) Install one ply of GAFGLAS® 475 Base Sheet, GAFGLAS® #80
Ultima"" Base Sheet, GAFGLAS® Ply 4, GAFGLAS FlexPlyTM 6, GAFGLA go • •
•Mpp
Stratavent® Eliminator"" Perforated Venting Base Sheet (laid dry1'RaberoW
Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld"" Smooth 4r.$.uberoid®SB9"
Heat -Weld` 25 directly over the top layer of insulation. AdhereaUk any
approved mopping asphalt applied within the EVT range and at PA2 of 20;•190•,
lbs./sq. (See General Limitation #4). ""
Ply Sheet:
(Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS8R1exFf3r"m 6, • • •
GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth,�ubeve •
adhered in a full mopping of approved asphalt applied within the EVT rana,atjd.
at a rate of 20-40 lbs./sq. : • *. 0
Membrane:
•• • • •.•
One or more plies of Ruberoid® 20, Ruberoie 30, RuberoieEnergyCap- 30 FR'
SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid®Mon 170
FR, Ruberoid®Mop Granule, RoofMatch" SBS Modified Granular, Ruberoid®
Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved
asphalt at an application rate of 25 lb./sq. f 15%.
NOA No.: 14-0611.01
_
MMMAMCOUNWF
Expiration Date: 11/06/15
• •
Approval Date: 11/06/14
Page 8 of 29
Surfacing: 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapBUR 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.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure: See Fastening Options
...... . ......
...... . ... .....
.. .. .. . ......
. . . . ......
NOA No.: 14-0611.01
MiatYtHorwe courmr Expiration Date: 11/06/15
• • Approval Date: 11/06/14
Page 9 of 29
Membrane Type:
Deck Type 1I:
APP/SBS Heat Weld
Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type A(2): Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOutTm Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck Protection
(optional) or SecurocO Gypsum -Fiber Roof Board.
Anchor sheet: GAFGLAS® #80 Ultima TM Base Sheet, GAFGLAS® Stratavent® 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 GAFGLAS® Ply 4, GAFGLAS® F1exPlyT 6, GAFGLAS® #75 Base Sheet or any
Options: of above anchor 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® FlexPly m 6, GAFGLAS® #75 Base Sheet or any
of above anchor sheets attached to deck with Drill-Tec'T' #12 Fastener, Drill-TecTM
#14 Fastener or Drill-Tec"m XHD Fastener and Drill-TecT"' 3" Steel Plate, Drill -
Tec"" AccuTraco Flat Plate or Drill-TecTM AccuTrace Recessed Plate installed 12"
o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #7)
GAFGLAS® FlexPly" 6, GAFGLAS® #75 Base Sheet or any of above angio;00
•
sheets attached to deck with approved annular ring shank nails and tin cap% at a,,
fastener spacing of 9" o.c. at the 4" lap staggered and in two rpivs j ; o.c. i* the • •
field.
0000..
(Maximum Design Pressure —52.5 psf. See General Limitation4:7�. 0 • • • •
GAFGLAS® #80 Ultimar' Base Sheet, Ruberoid820, Ruberoid;iv�Qp Smooth 0 0
base sheet attached to deck with approved annular ring shank nails Ad tin UP9 at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows,9" o.c. in the
field.
0000..
(Maximum Design Pressure —60 psf. See General Limitation.*#7,
GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec'm #12 Fastener, Drill-Tec"m #14 Fastener or Drill -Tec T. XHD Fastener
and Drill -Tec"" 3" Steel Plate, Drill -Tec"" AccuTrace Flat Plate or Drill-Tec'm
AccuTrac Recessed Plate installed 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)
NOA No.: 14-0611.01
MIAMMADE COUNTYM Expiration Date: 11/06/15
• Approval Date: 11/06/14
Page 10 of 29
0000..
0000..
.0000.
0000.
0000.
0.00.0
.0000.
000000
Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the
(Continued) 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS' #75 Base Sheet or any of above anchor sheets attached to deck with
Drill -Tec"" #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Tec"" XHD Fastener
and Drill -Tec'.' 3" Steel Plate, Drill-Tec'M AccuTrac' Flat Plate or Drill-Tec"N
AccuTrac' Recessed Plate installed 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.
(Maximum Design Pressure —75 psf. See General Limitation #7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
EnergyGuardT' RA Polyiso Insulation, EnergyGuarC RA Composite Polyiso Insulation
Minimum 1" thick N/A N/A
Structodeke High Density Fiber Board, EnergyGuarC Perlite Recover Board
Minimum V211 thick N/A N/A
EnergyGuard7 Perlite Roof Insulation
Minimum %11 thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only
as base layers with a second layer of approved top layer insulation installed as the final membrane
substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent'
EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuarr Perlite Roofs 6 •
Insulation or wood fiber overlay board on all polyisocyanurate applications. ; .0. see**
so0Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS' #$"VitimaTM $ase "
Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexPly— 6, GAFGLAS%9tretavent® •
Eliminator T. Perforated Venting Base Sheet (laid dry), Ruberoid='"Vp Smpb11T,•
Ruberoid® 20, Ruberoid' SBS Heat -Weld' Smooth or Ruberoi$®'SBS Heat -"6
WeIC 25 directly over the top layer of insulation. Adhere wit any appro�v�d:';
mopping asphalt applied within the EVT range and at a rate of ;Q;4R lbs./sq.
(See General Limitation #4). ' 6
0000..
Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20,'$y5e4bid' S$S...
Heat -Weld— Smooth or Ruberoid' SBS Heat-Wehr 25) One or more plies. .6
GAFGLAS® Ply 4, GAFGLAS® FlexPlyT 6 or GAFGLAS' #80 UltimaTm Base
Sheet adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbs./sq. or Ruberoid' Torch Smooth torch applied according
to manufacturer's application instructions.
NOA No.: 14-0611.01
MLUAUM41,Expiration Date: 11/06/15
"' • Approval Date: 11/06/14
Page 11 of 29
0006..
0
0000.0
000000
0 0
0000.
0000.
0000..
6060.0
00000.
0
Membrane: One ply of Ruberoie Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
EnergyCap Torch Granule FR, RoofMatch'� APP Modified Granular, Ruberoid®
EnergyCap- Torch Plus FR or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat -Weld'' Plus, Ruberoid® SBS Heat -
Weld Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberoid® EnergyCap�
SBS Heat -Weld Plus FR, Ruberoid® SBS Heat -Weld Granule, Ruberoid® SBS
Heat -Weld Smooth and Ruberoid® SBS Heat -Weld" 25 applied according to
manufacturer's application instructions.
Surfacing: 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 400 lbs./sq, and 3001bs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. GAFGLAS® Mineral Surfaced 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.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum
Design Pressure: See Fastening Options
. . .... ......
0000•• Y
0000•• • 0000••
•
0000•• • • •
0000 0000 • •
•••• 0000 0000•
0!000• • •••oe so 00 0 0!000
!
•••!•• • •
• • • • 0000••
000.00
• • ! • +
90 0 Y • •
_ NOA No.: 14-0611.01
MFAMI-DADS COUNTY Expiration Date: 11/06/15
�fflwmszjqsApproval Date: 11/06/14
Page 12 of 29
Membrane Type: SBS
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type B(1): Optional base sheet laid dry; base layer of insulation mechanically fastened,
optional top layer adhered with approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOutTh Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck
(optional) Protection or SecurocO Gypsum -Fiber Roof Board.
One or more layers of any of the following insulations.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuarC RA Polyiso Insulation
Minimum 1.3" thick 1, 2, 3, 5, 6 1:3 ft2
EnergyGuard7 RN Polyiso Insulation
Minimum 1.4" thick 1, 2, 3, 5, 6 1:3 ft2
EnergyGuard7 Polyiso Insulation
Minimum 1.5" thick 1, 2, 3, 5, 6 1:3 ft2
EnergyGuard" Perlite Roof Insulation
Minimum'/" thick 1, 2, 3, 5, 6 1:2 W
Structodek® High Density Fiber Board
Minimum 1" thick 1, 2, 3, 5, 6 1:2 W
Note: Base layers of insulation shall be mechanically attached using the fastener density listed.
The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the""
number of fasteners shall be increased maintaining the same fastener density. I�suiAion fasteners
000000
shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to g4q rm ;0.00•
,,,,;,
compliance with the wind load requirements. Please refer to Roofing ApplicatigA ag4dard RAS
117 for insulation attachment. GAF requires either a ply of GAFGLAS® Strataveat:Eliminator:
Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof+Ihu'lation or • • 0
00902,
,
wood fiber overlay board on all polyisocyanurate applications. 06:60: ' "'
""'
.. .. .. .
••..••
0
Top Insulation Layer Insulation Fasteners 0.0 0 Fastener
•
(Table 3) ` DentVy(,
• • • • • •
Any of the insulation listed for Base Layer, above. : 0 0
:0000:
: :
•• • . ...
Structodek® High Density Fiber Board, EnergyGuardTm Perlite Recover Board '..0 •
Minimum 1/2" thick N/A N/A
Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT
range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation boards used as a top layer shall be installed with the
polyisocyanurate face down.
_ NOA No.: 14-0611.01
MIAMIOADE CO•UNTY Expiration Date: 11/06/15
M IApproval Date: 11/06/14
Page 13 of 29
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80
Ultime' Base Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexPlyT"' 6, GAFGLAS®
Stratavent® Eliminator?" Perforated Venting Base Sheet (laid dry), Ruberoid® Mop
Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.; (See General Limitation #4).
Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyT" 6 sheet or
GAFGLAS® #80 UltimaT" Base Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap- 30
FR SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid® Mop
170 FR, Ruberoid® Mop Granule, RoofMatchT" SBS Modified Granular,
Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in
an approved asphalt at an application rate of 251b./sq. f 15%.
Surfacing: 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapT" 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.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure: -45 psf. (See General Limitation #7)
s•s•
• • 6666 •0.6••
699.0• • ••ss••
•
000009 • • •
900* 0000
0 • • 0
••s• 6666
90•60
•••6.6 • 0•a 6666•
•
•66.6• • •
• • •
NOA No.: 14-0611.01
CArROVEr=
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 14 of 29
Membrane Type: APP/SBS Heat Weld
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank.
System Type B(2): Optional base sheet laid dry; base layer of insulation mechanically fastened,
optional top layer adhered with approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut"" Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection
(optional) or SecurocV Gypsum -Fiber Roof Board.
One or more layers of any of the following insulations.
Base Insulation Layer Insulation Fasteners
Fastener
(Table 3)
Density/ft2
EnergyGuard"" RA Polyiso Insulation
Minimum 1.3" thick 1, 2, 3, 5, 6
1:3 ft2
EnergyGuard7 RN Polyiso Insulation
Minimum 1.4" thick 1, 2, 3, 5, 6
1:3 ft2
EnergyGuarC Polyiso Insulation
Minimum 1.3" thick 1, 2, 3, 5, 6
1:3 fe
EnergyGuard"" RA Composite Polyiso Insulation
Minimum 1.5" thick 1, 2, 3, 5, 6
1:3 ft,
EnergyGuard"" Perlite Roof Insulation
Minimum %" thick 1, 2, 3, 5, 6
1:2 W
Structodek® High Density Fiber Board
Minimum 1" thick 1, 2, 3, 5, 6
1:2 W
Note: Base layers of insulation shall be mechanically attached using the fastener density listed.
The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the
number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners
shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to, confirm • • • • •
compliance with the wind load requirements. Please refer to Roofing Application Standard 4M:.
•
117 for insulation attachment. GAF requires either a ply of GAFGLAS® Strata 100180 Tlimin1torTM
Perforated Venting Base Sheet laid dry or a layer of EnergyGuarr Perlite Roof fnsuYation or
9000 0090
wood fiber overlay board on all polyisocyanurate applications.•
0000 •9999
Top Insulation Layer Insulation Fasteners`:`•: Fastener'•:
(Table 3) : , • , : • Density/ft2
Any of the insulation listed for Base Layer, above.
•99999
Structodek® High Density Fiber Board, EnergyGuard7 Perlite Recover Board
Minimum %11 thick N/A " ` NIA
Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT
range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation boards used as a top layer shall be installed with the
polyisocyanurate face down.
NOA No.: 14-0611.01
MAMMADECOUNTY Expiration Date: 11/06/15
"' • • Approval Date: 11/06/14
Page 15 of 29
0000..
0000..
0000..
99999
99999
0000..
0999.9
0000..
Base Sheet: Install one ply of GAFGLAS® 475 Base Sheet, GAFGLAS® #80 Ultima'' Base
Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exPlyr"' 6, GAFGLAS® Stratavent®
Eliminator'. Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth,
Ruberoid® 20, Ruberoid® SBS Heat-Weld` Smooth or Ruberoid® SBS Heat-
Weld 25 directly over the top layer of insulation. Adhere with any approved
mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.;
(See General Limitation #4).
Ply Sheet: (Optional, required when using Ruberoid® 20) One or more plies GAFGLAS® Ply
4, GAFGLAS® FlexPly" 6 sheet or GAFGLAS® #80 UltimaTm Base Sheet adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbs./sq.
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatco APP
Modified Granular, Ruberoid® EnergyCap"m Torch Granule FR, Ruberoid® Torch
Plus Granule or Ruberoid® Torch FR, Ruberoid® EnergyCap"" Torch Plus FR torch
applied according to manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat-Weld" Plus, Ruberoid® SBS Heat-
Weld" Plus FR, Ruberoid® SBS Heat-Weld" 170 FR, Ruberoid® EnergyCap"M
SBS Heat-Weld" Plus FR, Ruberoid® SBS Heat-Weld Granule, Ruberoid® SBS
Heat-Weld" Smooth and Ruberoid® SBS Heat-Weld" 25 applied according to
manufacturer's application instructions.
Surfacing: 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved
asphalt at 60 lbs./sq.
2. GAFGLAS® Mineral Surfaced 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.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to l &S
i •
gal./sq.• ... •
s •
Maximum Design 000:0
• i • • • • •
Pressure: -45 psf. (See General Limitation #7) 000000
•
• . •
•• • • ••+
• •
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 16 of 29
Membrane Type: SBS
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type C(1): One or more layers of insulation simultaneously attached; Base layer optional.
All General and System Limitations shall apply.
Fire Barrier: FireOut"" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection
(optional) or SecurocO Gypsum -Fiber Roof Board.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuard"" RA Polyiso Insulation, EnergyGuard"" RN Polyiso Insulation
Minimum 1.3" thick N/A N/A
EnergyGuard"" Polyiso Insulation
Minimum 1.4" thick N/A N/A
EnergyGuard"" RA Composite Polyiso Insulation
Minimum 1.5" thick N/A N/A
EnergyGuard' Perlite Roof Insulation
Minimum %11 thick N/A N/A
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density.
Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number
of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing
Application Standard RAS 117 for insulation attachment.
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
EnergyGuard RA Polyiso Insulation
Minimum 1.3" thick
1, 2, 3, 5, 6
1:3 ft2
EnergyGuard"" RN Polyiso Insulation
Minimum 1.4" thick
1, 2, 3, 5, 6
1:3 ftz
EnergyGuard"" RA Polyiso Insulation, EnergyGuard""
Polyiso Insulation
0
•..•
0900 •
Minimum 1.3" thick
1, 2, 3, 5, 6
• .. •
1:3 ftz .
EnergyGuard"" RA Composite Polyiso Insulation
096:90
Minimum 1.5" thick
1, 2, 3, 5, 6
....
1:3 ftz..
EnergyGuard TM Perlite Roof Insulation
. .
*ego
. .
0000
Minimum %11 thick
1,2,3,5,6
i • •
1:2Z
StructodeV High Density Fiber Board • 40:9: •
Minimum 1" thick 1, 2, 3, 5, 6 • • 1:?` ftp• •
Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the
number of fasteners shall be increased maintaining the same fastener density.. Please refer to• • •
Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of
GAFGLAS® Stratavene Eliminator` Perforated Venting Base Sheet laid dry or a layer of
EnergyGuard"" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate
applications.
■ NOA No.: 14-0611.01
MAWDADECDUNTY Expiration Date: 11/06/15
"' • • Approval Date: 11/06/14
Page 17 of 29
Base Sheet:
Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® 480 UltimaTm Base
Sheet GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM' 6, GAFGLAS® Stratavent®
Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth or Ruberoid® 20
directly over the top layer of insulation. Adhere with any approved mopping
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is
applied directly to polyisocyanurate insulation only a spot or strip mopped
application as detailed in this approval the use of an overlay board is approved;
(See General Limitation #4).
Ply Sheet:
(Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6 or
GAFGLAS® 480 UltimaTM Base Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Membrane:
One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCapM
30 FR SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid®
Mop
170 FR, Ruberoid® Mop Granule, RoofMatch7 SBS Modified Granular,
Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in
an approved asphalt at an application rate of 20-40 lbs./sq.
Surfacing:
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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved
asphalt at 60 lbs./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM' 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.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure: -45 psf. (See General Limitation #7)
•
•• •• •• • ••••••
•
• • • • •i••••-
•O •
NOA No.: 14-0611.01
CH DE COUNTY Expiration Date: 11/06/15
• Approval Date: 11/06/14
Page 18 of 29
Membrane Type: APP/SBS Heat Weld
Deck Type lI Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type C(2): One or more layers of insulation simultaneously attached; Base layer optional.
All General and System Limitations shall apply.
Fire Barrier: FireOutT" Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection
(optional) or SecurocO Gypsum -Fiber Roof Board.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuard7 Polyiso Insulation, EnergyGuarC RA Polyiso Insulation, EnergyGuard7 RN
Polyiso Insulation
Minimum 1.3" thick N/A N/A
EnergyGuarC Polyiso Insulation
Minimum 1.4" thick N/A N/A
EnergyGuard7 RA Composite Polyiso Insulation
Minimum 1.5" thick N/A N/A
EnergyGuard7 Perlite Roof Insulation, EnergyGuard7 Perlite Recover Board
Minimum %11 thick N/A N/A
Note: All Iayers shall be simultaneously fastened; see top layer below for fasteners and density.
Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number
of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing
Application Standard RAS 117 for insulation attachment.
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
EnergyGuarC RA Polyiso Insulation
Minimum 1.3" thick
EnergyGuarC RN Polyiso Insulation
Minimum 1.4" thick
EnergyGuardTM Polyiso Insulation
Minimum 1.3" thick
EnergyGuard7 RA Composite Polyiso Insulation
Minimum 1.5" thick
EnergyGuard7 Perlite Roof Insulation
Minimum %11 thick
Structodek® High Density Fiber
Minimum 1" thick
1, 2, 3, 5, 6 1:3 ft'
1,2,3,5,6
1:34'x:.6
!� J J l/
6i0.60
.
1, 2, 3, 5, 6
0000 .•
1:3 ft�.
6 6
0
• •
0000
•
.•••
1,2,3,5,6
":":
1:2Ifte 0
•..••.•
1, 2, 3, 5, 6
' '
1:21e.:.
Note: Insulation panels listed are minimum sizes and dimensions; if larger panelsmare esed, the •;
number of fasteners shall be increased maintaining the same fastener density. Please refer td `
Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of
GAFGLAS® Stratavento EliminatorT Perforated Venting Base Sheet laid dry or a layer of
EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate
applications.
APPROVED
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 19 of 29
0000..
0600..
0006..
6666•
6666•
0000..
ID
0000..
Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultime' Base
Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exPly'*" 6, GAFGLAS® Stratavento
Eliminator' Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth or
Ruberoid®20 directly over the top layer of insulation. Adhere with any approved
mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If
base sheet is applied directly to polyisocyanurate insulation only a spot or strip
mopped application as detailed in this approval the use of an overlay board is
approved; (See General Limitation #4).
Ply Sheet: (Optional, required when using Ruberoid® 20) One or more plies GAFGLAS® Ply
4, GAFGLAS® F1exPly� 6 or GAFGLAS® #80 UltimaBase Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbs./sq.
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatchm APP
Modified Granular, Ruberoid® EnergyCap.' Torch Granule FR, Ruberoid®
EnergyCap"m Torch Plus FR or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat -Weld" Plus, Ruberoid® SBS Heat -
Weld"" Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberoid® EnergyCap"m
SBS Heat -Weld" Plus FR, Ruberoid® SBS Heat -Weld' Granule, Ruberoid® SBS
Heat -Weld` Smooth and Ruberoid® SBS Heat -Weld' 25 applied according to
manufacturer's application instructions.
Surfacing: 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved
asphalt at 60 lbs./sq.
2. GAFGLAS' Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"M 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.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with. •
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to i fr • • • • •
gal./sq. • • •
•ii..• • ••...•
Maximum Design
iiii.w • • •
Pressure: -45 psf. (See General Limitation #7) 000004, . •' • • •
........ .....
•
•.iii•
i . •
.. i
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 20 of 29
Membrane Type: SBS/SBS Cold Applied
Deck Type 11: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type D(1): Insulation and Base sheet simultaneously attached
All General and System Limitations shall apply.
Fire Barrier: FireOutTm Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck
(optional) Protection or SecurocO Gypsum -Fiber Roof Board.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuard7 Polyiso Insulation, EnergyGuard"" RA Polyiso Insulation,
StructodeV High Density Fiber Board
Minimum 1" thick N/A N/A
Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLASO #80 UltimaTM Base
Sheet, GAFGLAS® Stratavent® Eliminatorr4 Perforated Venting Base Sheet or
Ruberoid® 20 applied over the loose laid insulation with 2" side laps
mechanically fastened to deck as described below;
Fastening Drill -Tec"" #12 Fastener, Drill -Tec' #14 Fastener or Drill-Tec"M XHD Fastener
Options: and Drill -Tec T. 3" Steel Plate, Drill -Tec' AccuTrac® Flat Plate or Drill -Tec""
AccuTrace Recessed Plate installed through the base sheet and insulation in 3
rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #7)
GAFGLAS® #80 Ultima" Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth,
base sheet attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field. '•••
(Maximum Design Pressure —60 psf. See General Limitatiod #7,i' • "
Drill -Tec' #12 Fastener, Drill -Tec'" #14 Fastener or Drill-Tec:•XHD Fas;erier
and Drill-Tec'm 3" Steel Plates in 4 rows 12" o.c. One row islift 4e V' side lap.
The other rows are equally spaced approximately 9" o.c. in the fi'e'ld of the.018f •
(Maximum Design Pressure —60 psf. See General Limitation
0000
Drill -Tec"" #12 Fastener, Drill -Tec'' #14 Fastener or Drill-Tetim*XIID Fast&ler '
and Drill -Tec' 3" Steel Plate, Drill -Tec' AccuTrace Flat Plate'Bgt trill-TecTm
AccuTrace Recessed Plate installed through the base sheet A insulation m•4•:.
rows 8" o.c. One row is in the 2" side lap. The other 3 rows ar•e eggally spjce�•
approximately 9" o.c. in the field of the sheet. '..'
(Maximum Design Pressure —75 psf. See General Limitation #7)
NOA No.: 14-0611.01
MLAM10iADE COUNTY Expiration Date: 11/06/15
• • vyjgj� Approval Date: 11/06/14
Page 21 of 29
0000..
0000..
0000..
0000.
0000.
0000..
0000•.
•
Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly� 6,
GAFGLAS® #80 Ultima" Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20
adhered in a full mopping of approved asphalt applied within the EVT range and at
a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid®
Mop Granule, RoofMatch"" SBS Modified Granular, Ruberoid®Mop Plus
Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap' 30 FR SBS
Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping
of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Or
One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Granule,
RoofMatch'' SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop
Plus Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap'� FR 30 SBS
Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTM 102 SBS
Membrane Adhesive at an application rate of 1-2 gal./sq.
Surfacing: 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.
Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved
asphalt at 60 lbs./sq.
GAFGLAS® Mineral Surfaced 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.
Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure: See Fastening Options
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 22 of 29
••••
. •
0000
0000..
.. .
. .
•
060.6•
•
0000..
•
••000•
•
0000..
•
0000..
•00•
0000
• •
0 •
•••6
0000
00600
00.00•
• •••
0000•
•
0000 %
0000••
• •
•
• •
• • •
0 000••
• • •
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 22 of 29
Membrane Type: APP/SBS Heat Weld
Deck Type 11: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type D(2): Insulation and Base sheet simultaneously attached
All General and System Limitations shall apply.
Fire Barrier: FireOut"m Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck
(optional) Protection or SecurocO Gypsum -Fiber Roof Board.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
EnergyGuard'.' Polyiso Insulation, EnergyGuardTm RA Polyiso Insulation
Minimum 1.3" thick N/A N/A
Structodek® High Density Fiber Board
Minimum 1" thick N/A N/A
Base Sheet: Install one ply of GAFGLAS® 475 Base Sheet, GAFGLAS® #80 Ultima Base
Sheet, GAFGLAS® Stratavene Eliminator's Perforated Venting Base Sheet or
Ruberoid® 20 base sheet applied over the loose laid insulation with 2" side laps
mechanically fastened to deck as described below;
Fastening Drill-Tec"m #12 Fastener, Drill -Tees #14 Fastener or Drill -Tec'.' XHD Fastener
Options: and Drill -Tees 3" Steel Plate, Drill -Tees AccuTrace Flat Plate or Drill -Tec'*'
AccuTraca Recessed Plate installed through the base sheet and insulation in 3
rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design .Pressure —45 psf. See General Limitation #7)
GAFGLAS® #80 Ultima's Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth
attached to deck with approved annular ring shank nails and tin caps at a fa%tgi3v
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o c. in the fief•... `
(Maximum Design Pressure —60 psf. See General Limitation +0 : •
0000..
moo*.
Drill -Tec #12 Fastener, Drill -Tec #14 Fastener or Drill-Ter.•Fastener
and Drill -Tec' 3" Steel Plate, Drill -Tees AccuTrac Flat Plate Qr*Drill-Tec:...
AccuTrace Recessed Plate installed in 4 rows 12" o.c. One rowii in the 20 sida•
lap. The other rows are equally spaced approximately 9" o.c. lfl $he Meld o f iliC •,
sheet. 00 00 00 `
(Maximum Design Pressure —60 psf. See General Limitation A%f `:
0000..
Drill -Tec'*' # 12 Fastener, Drill -Tees #14 Fastener or Drill-Te�'T' NV Fasttner
and Drill -Tec' 3" Steel Plate installed through the base sheet All intulation`irC 4:
rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced •
approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf. See General Limitation #7)
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 23 of 29
0000..
0000..
0000..
0000.
00.00
0000..
0000.0
000000
Ply Sheet: (Optional, required when using Ruberoid® 20) One or more plies GAFGLAS® Ply
4, GAFGLAS® F1exPly'.' 6 sheet or GAFGLAS® 480 UltimaBase Sheet adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbs./sq.
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid' Torch Granule, RoofMatch'' APP
Modified Granular, Ruberoid® EnergyCap� Torch Granule FR, Ruberoid®
EnergyCapTorch Plus FR or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat -Weld` Plus, Ruberoid® SBS Heat -
Weld Plus FR, Ruberoid SBS Heat -Weld 170 FR, RuberordEnergyCap-
SBS Heat -Weld" Plus FR, Ruberoid® SBS Heat -Weld' Granule, Ruberoid® SBS
Heat -Weld'' Smooth and Ruberoid' SBS Heat -Weld' 25 applied according to
manufacturer's application instructions.
Surfacing: 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.
Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved
asphalt at 60 lbs./sq.
GAFGLAS® Mineral Surfaced 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.
Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure: See Fastening Options
0000
. . .... 0000..
000.0.
.00000 0•0000.
0000..
0000..
0000 0000 . .
.000 0000 0000..
00.00. 0 000
.. ..
9
0 0 ......
0000..
.
. . . . .0000.
0000..
00. 41
.0....
so 0
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 24 of 29
Membrane Type: SBS/SBS Cold Applied
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks
System Type E(1):
Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier:
FireOufm Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck
(optional)
Protection or SecurocV Gypsum -Fiber Roof Board.
Base sheet:
GAFGLAS #80 Ultima TM Base Sheet, GAFGLAS® Stratavent® Eliminator''
Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid' SBS Heat -Weld" Smooth
or Ruberoid® SBS Heat-Weldd' 25base sheet mechanically fastened to deck as
described below:
Fastening
GAFGLAS® Ply 4, GAFGLAS® FlexPlyT" 6, GAFGLAS #75 Base Sheet or any
Options:
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® FlexPly"m 6, GAFGLAS® 475 Base Sheet or any
of above base sheets attached to deck with Drill-Tec"m 412 Fastener, Drill -Tec""
#14 Fastener or Drill-TecT XHD Fastener and Drill-Tee3" Steel Plate, Drill-
TeeAccuTrac'o Flat Plate or Drill-Tec"4 AccuTrac® Recessed Plate installed 12"
o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #7)
GAFGLAS® FlexPly"m 6, GAFGLAS® #75 Base Sheet or any of above base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52.5 psf. See General Limitation #7)
GAFGLAS®#80 Ultima"m Base Sheet, Ruberoid®20, Ruberoid®Mo� Smooth; •
base sheet attached to deck with approved annular ring shank naijsai:d tin japs at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rp'6Vs9' o.c. bdtlle•
field.0
9999.. 9
(Maximum Design Pressure —60 psf. See General Limitation#)' • •00000
999. 0000
GAFGLAS® #75 Base Sheet or any of above base sheets attaclzeAt%deck with...
Drill-TecT #12 Fastener, Drill-TecT #14 Fastener or Drill-Tec:O fl Fasteaar
and Drill -Tec'.' 3" Steel Plate, Drill -Tec"" AccuTrac® Flat Plate ark rill-TecT •
AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One rd'w is i; the 2; $jdq
lap. The other rows are equally spaced approximately 9" o.c. inn thief eld of the
sheet. 0 * •
(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-TecT 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.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 25 of 29
90.0.0
s
9
990000
9999.
99999
9999..
999999
9999..
Fastening
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Options:
Drill -Tec"" #12 Fastener, Drill -Tec - #14 Fastener or Drill-TecT' XHD Fastener
(Continued)
and Drill -Tec' 3" Steel Plate, Drill -Teem AccuTrace Flat Plate or Drill-Tec"m
AccuTrace Recessed Plate installed 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.
(Maximum Design Pressure —75 psf. See General Limitation #7)
Ply Sheet:
(Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly' 6,
GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20
sheet adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbs./sq.
Membrane:
One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid®
Mop Granule, RoofMatchT' SBS Modified Granular, Ruberoid®Mop Plus Granule,
Ruberoid® 20, Ruberoid' 30, Ruberoid® EnergyCap- 30 FR SBS Membrane,
Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Or
One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Granule,
RoofMatch'm SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop
Plus Granule, Ruberoid 20, Ruberoid® 30, Ruberoid® EnergyCap'30 FR SBS
Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTM 102 SBS
Membrane Adhesive at an application rate of 1-2 gal./sq.
Surfacing:
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 60 lbs./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'm 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.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as aprimer 19 o
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB apgliel at 1 to'l 5
gal./sq.0 0000.
0000..
Maximum Design
0000 0000
Pressure: See Fastening Options•
0000 0000
00.00. 0 000
......
000 0
0000..
00 0 0 000
00 0
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 26 of 29
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
Membrane Type: APP/SBS Heat Weld
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut"" Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck
(optional) Protection or Securock® Gypsum -Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent® Eliminator""
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid®
SBS Heat-Weldd' Smooth or Ruberoid® SBS Heat -Weld 25 mechanically
fastened to deck as described below;
Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 6, GAFGLAS® #75 Base Sheet or any
Options: 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 FlexPly6, GAFGLAS® #75 Base Sheet or any
of above base sheets attached to deck with Drill -Tec"" #12 Fastener, Drill -Tec""
#14 Fastener or Drill -Tec"'' XHD Fastener and Drill -Tec"" 3" Steel Plate, Drill -
Tec'. AccuTrac Flat Plate or Drill-Tec'T AccuTrac Recessed Plate installed
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #7)
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 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —52.5 psf. See General Limitation #7) """.
GAFGLAS® #80 Ultima"" Base Sheets, Ruberoid® 20, Ruberoid®�Alpp Smooth,. •
base sheet attached to deck with approved annular ring shankrWI%and ti4C4V9
a fastener spacing of 9" o.c. at the 4" lap staggered and in two s4r,9" o.c. in the
field. 0000 0000
(Maximum Design Pressure —60 psf. See General Limitation "• • •
000".0 • •"•
GAFGLAS® #75 Base Sheet or any of above base sheets attaohe"d.1d deck IA:
Drill -Tec" #12 Fastener, Drill -Tec"" #14 Fastener or Drill -Tess: &XI"ID Fastener
and Drill-Tec3" Steel Plate, Drill -Tec"" AccuTrac Flat Plate or Drill-T{�;•;"
AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One 4)w 0 in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the"field of they
sheet.
(Maximum Design Pressure —60 psf. See General Limitation #7)
— NOA No.: 14-0611.01
MLM14 M CExpiration Date: 11/06/15
�Fmlmm'jvll, Approval Date: 11/06/14
Page 27 of 29
e
0.0"00
Fastening Any of above base sheets attached to deck approved annular ring shank nails and
Options: 3" inverted Drill -Tec"" insulation plates at a fastener spacing of 9" o.c. at the 4"
(Continued) lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS® 475 Base Sheet or any of above base sheets attached to deck with
Drill -Tec"" #12 Fastener, Drill -Tec"" #14 Fastener or Drill -Tec"" XHD Fastener
and Drill -Tec"" 3" Steel Plate, Drill -Tec"" AccuTrac Flat Plate or Drill -Tec""
AccuTrac® Recessed Plate installed 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.
(Maximum Design Pressure —75 psf. See General Limitation #7)
Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS
Heat -Weld"" Smooth or Ruberoid® SBS Heat -Weld"" 25) One or more plies
GAFGLAS® Ply 4 or GAFGLAS' F1exPly"" 6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or
Ruberoid® Torch Smooth torch applied according to manufacturer's application
instructions.
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid' Torch Granule, RoofMatchT"
APP Modified Granular, Ruberoid® EnergyCap"" Torch Granule FR, Ruberoid®
EnergyCap"" Torch Plus FR, or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat -Weld"" Plus, Ruberoid® SBS Heat -
Weld"" Plus FR, Ruberoid® SBS Heat -Weld` 170 FR, Ruberoid® EnergyCap""
SBS Heat -Weld"" Plus FR, Ruberoid® SBS Heat -Weld"" Granule, Ruberoid® SBS
Heat -Weld` Smooth and Ruberoid® SBS Heat -Weld"" 25 applied according to
manufacturer's application instructions.
Surfacing: 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of appxQyed
asphalt at 60 lbs./sq. ` • • • • • • • + • •
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"" BsWAineral• •
0000..
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied%fthin the•EVT •"• • •
range and at a rate of 20-40 lbs./sq. 0000 . • • .:
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be usacl'ag apr
rimewifh0 9
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB011gd at 1 t401. �. ,,;,, •
gal./sq. 0000.' 0
00000
0000..
Maximum Design • • •
. . . . 0000..
Pressure: See Fastening Options00'
.10 .0009.
,00 9 • 999
0.6
•
NOA No.: 14-0611.01
MAMMDADE COUNTY Expiration Date: 11/06/15
• • • 1 Approval Date: 11/06/14
Page 28 of 29
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly ' 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum '/4" DensDecO 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 side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117. 8060
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requitemgnt`s of these—
areas.
hese • •
areas. Fastener densities shall be increased for both insulation and base sheet as Cfficutated io... :.
compliance with Roofing Application Standard RAS 117. Calculations prepared, Vfdd and teale d
by a Florida registered Professional Engineer, Registered Architect, or Registered�oolConsultant
(When this limitation is specifically referred within this NOA, General Linfim9n #9 wtvJW
be applicable.) 0,000. •.•
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desi@m
shall conform to Roofing Application Standard RAS 111 and applicable wind lvad•ietWirements!
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones,(, C.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shallbe pertnittedfor
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners')" •
(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 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
■ NOA No.: 14-0611.01
MIAMWMDECOUNiY Expiration Date: 11/06/15
r Approval Date: 11/06/14
Page 29 of 29
0000..
•
0000••
0000••
0000.
0000•
••••••
0
•
••000•
Page 10 of 55
Tr,FU.R1306 - Roofing Syste=,
Base Sheet (Optioaai)- ^ One or more plies Type GI or Type G2 or TYPO 63.y
Membrane: —
owe plies "RuberoMe Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus-'
One or r1�- ft2.
Surfacing (O toe or " Karnak No. 97" or 0169" applied 6t i to 3 9id/100.0 nr Grundy Ind. "20 F Emulstas" applied ` 3-9aU =
6. Dock, C-15/32 incline: 1/2 - _ _
ass fiber, 86 -in. minimum, Polyisocyanurote, urethane, Perilte/P0lY�Yan0n to �
comP,
Insui6Noa: — One or more layers pew >�
padim/umthane composite, I% -in. minimum. a GI or Type G2 or Type G3.
Bap Shot (Optional). — One or moss plies TYP
Membrane: — One or more PRO "Ruberatd®Tords" (Smooth Or Granule) or "Rubercid® Torch Granule Plus° or "Ru
beroldg
Mop" (Smooth or Granule) or °Ruberoid® Mop Plus Granule."
Surfsclnot — Gravel.
7. Decla C-15/32 Inclines 1/2
Re, wood fiber, glass fiber, polylsocranurate, Urethane, periite/POWISOWnwate
Iasulallon (Optonal)s "One or mote layers Del
coyWasite, p~/thane Composite, wood flbodpolylsocYanurate composite.
Base Shoats — Two or more plies Type G2 or Type 03.
Ply Sheet (Optional)- — One or more plies TYPO G1.
Membrane: — one or more plies "Roercld@ Torch" (Smooth or Granule) or "RubaroMM Torch Granule Plus" or °Rhmerotd
Mop" (Smooth or Granule) or "Ruberold® Mop Plus Granule.° -
sur od mi .- "Kamak No. 97" appy at 1% to 3-gal/IW4e Or gravel.
B. Dockh NC Incline: 112
janurate, urethane, periite/PoIYwY�� COM'
insutatbah — ohne or more layers perlite, glass fiber, t4-Tn. miMmum polyisocY
pedite/uratlaine comPoslte, illi in. n*iMwm.
Bat (optiooagh — One or nrore pees Type GI or Type G2 a Type G3.
Base She
Mernbraase — one or more plies°Ruberofd®Torc h" ( or Granule) or "RnbehT#d® Tom Granule Pills" or °Ruberotd®
Mop" (smooth or Granule) or "Ruberatd® Mop Plus Granule."
Surfacing- — Grur* OAL me /turninusn Roof Coating" applied at i to 2-gaV180-10.
9. Daola C-15/32 Incline: IJ2
Insulation (optional)y- ^ one or more layers Per(Rem, glass fiber, Wan. minimum, P01Y►socyrurste,compesitsurethane, � /Polyieocyanura�
ratihane composite, phenolic, Lys tn. khbnum.
"Be Shoots or more PON TYPO 62 ""C'LAS® #75 base Sheet" or "Thi-l�Y® #75 Base Sluet", hot rrupped or mechentcaiiY .
fastened in piece' 61 LAs@ " S Pi 60, hotsmopped In MDP PIUS FR.".
MiShoot; —mbrane: 0 Rubel Mop 1770 W or nRubomWOMOuat A'i or �b�� M�P�FfV or' to �
Surfacino — (Optonal): "GAF Flbered Aluminum CoatfW applied at IWOOV100-R2 or GAF Weather Coat Emulsion' appy at 3-
gal/loo•ft2.
10. Deck: C-15/32 Inciine. +h • • • •
. . .... ......
1 anurate cam�te.. • •
insulation
(optional): — Pergte, fiber giaec, pOlyisocyameate, urethane or or .pl� � Sheet" OMPS d3 "G ;• ®Mineral
Sass sheets ^ One or more layers Type G2"GAFG moPl� or mechanically fastened' • • • • • • • *000:0
Surfaced Cap Sheet" or "7Yi-Ply® ��1 Surfaced Cap '
Ply Sheet (Optional): -- One or more plies Tom— ° or'Rub OWS ?n1MW Mop MusTR." :0000:
Membraneh — °fWbaroi� M� 170'FR° or "Rvbwr*kW litial FR or °RatseroidO MDP • • • • 0000
• •
•••• •••• •••••
Incline. 1/2 •••••• • ••• •••••
11. Deets C-15/32 • • • •
rete �, butt o>iSe� •
Insttiation (Optional): ^ Parilte,11W 91895, PO anurate, Urethane or pefllteipohri�cY 149 . .
6 -in. from plywood deck ion. #75 Base sheet" a Type � °t'p�►s®.M�neral • s • •: •
Base Sheets — One or more plies Type G2 "GAFGLCap Shea Base Sheet" d r rl-Ply® • • • • • •
surfaced Cap Sheet" or "Tri -Ply® Mineral surfaced Cap SheOt°, hot in �ce or rnechanlcaity fastened. . • • . •
Ply Shot (optional)- ^ one or more plies Type GI, hot mopped Smooth" or "ltuberOWS Mop Smoo(M3.5°'br "Ruby tt0it�MOP • • •.
Mtsrtbraa*I —'one ply °Ruberoid@ Torch Smooth" Or Rubsrold® MDP
Smooth pini" or "RubooidW Dual Smooth•"
ManlNanet ^One piy'Ruberald® Mop 170 FR" or "Ruberofd® Dual FR" Or °Ruberotd® Mop �" or "RUberold� EnergY�P Mop Pius
Fit."
12. Decks NC
inclines 1
Insulation (Optional)- — Perste, fiber glass, wood fiber, polyisocyanurata, urethane or DBrNteOP°IYMOGI►an Ty a composite- iC. FG
#75 Base Sheer° or Type G3 "GpFGLAS® Mkherai
Base Sheet; —One or mora layers Type G2 "GAFGLAS® #7S Base Sheet' or Ml-P1lKS mechanically fastened.
Surfaced Cap Sheat" or" frl4W Mineral Surfaced COP hShW1ot mopped hot mopped or Plus
Ply chest (Option,)- -" One or more puss Type
in ace, Hop Or "Ruberold® EneP'" MOP
Membrane: — One ply'RuberofdW Mop 170 FW or °Ruberold® oval FR" or "Ruberai� P
.we vwrr%A1 TT% AIL
