RF-18-1498Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit NO. RF-5-18-1498
Permit Type: Roof
Work Classification: Tile
Permit Status: APPROVED
tesue Date: 6/1112018 Expiration: 12/08/2018
Parcel Number
Applicant
10642 NE 10 Court
Miami Shores, FL 33138-
1122320280940
Block: Lot:
CHRISTOPHER AVINA
Owner Information
Address
Phone
Cell
CHRISTOPHER AVINA
10642 NE 10 CT
MIAMI SHORES FL 33138-2102
Contractor(s)
ACEBO ROOFING CORP
Phone
305-685-2534
Cell Phone
Valuation:
$ 24,700.00
Total Sq Feet: 3400
Type of Work: Re Roof
Additional Info: RE -ROOF TILE AND FLAT
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Contractors Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$15.00
$4.88
$3.25
$5.00
$325.00
$9.00
$20.00
$882.13
Pay Date Pay Type
Invoice # RF-5-18-67767
06/11/2018 Credit Card
05/31/2018 Credit Card
Bond #: 3793
Amt Paid Amt Due
$ 832.13 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:,
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume re onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, P G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFI
construction
that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
e, - u orize the above -named contractor to do the work stated.
ature: Owner / Applicant / Contractor / Agent
June 11, 2018
Date
Building Department Copy
June 11,2018
1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Ave, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
Inspection Number: INSP-000565-2018 Permit Number: RF-5-18-1498
Scheduled Inspection Date: October 11, 2018
Inspector Naranjo, Ismael
Owner: CHRISTOPHER AVINA
Address: 10642 NE 1&k+vT
MiaSh e..:; 133138
Project: <NONE>,'
Contractor: ACEBO ROOFING CORP
PEDRO ACEBO
Permit Type: Roof
Inspection Type: Roofing Final
Work Classification: Tile
Phone Number.
Parcel Number: 1122320280940
Phone Number: 3056852534
Building Department Comments
RE -ROOF TILE AND FLAT
Checklist Item
General Comments
Passed
False
Comments
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
October 10, 2018
For Inspections please call: 305-762-4949
Page 24 of 28
BUILDING
PERMIT APPLICATION
BUILDING 0 ELECTRIC
PLUMBING El MECHANICAL
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
62` `
FBC2014
Master Permit No. AZ..c tg kL--kGej
Sub Permit No.
ROOFING El REVISION EXTENSION RENEWAL
PUBLIC WORKS Ei CHANGE OF
ri CANCELLATION 0 SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 10642 NE 10 COURT, MIAMI SHORES, FL. 33138
City: Miami Shores
Folio/Parcel#:11-2232-028-0940
Occupancy Type:
County: Miami Dade
Load: Construction Type:
Zip:
Is the Building Historically Designated: Yes 'NO X
OWNER: Name (Fee Simple Titleholder): CHRISTOPHER AVINA
Address: 10642 NE 10 COURT
Flood Zone:
BFE:
FFE:
864886890
Phone#: 7
City: MIAMI SHORES State: FL
Tenant/Lessee Name:
Phone#:
Zip: 33138
Email:
CONTRACTOR: Company Name: ACEBO ROOFING CORP
Address: 4305 E 10 LANE
Phone#: 3056852534
City: HIALEAH State: FL
Qualifier Name: PEDRO L. ACEBO
zip: 33013
Phone#: 3056852534
State Certification or Registration #: CCC058112 Certificate of Competency #:
DESIGNER: Architect/Engineer: 1.1 A Phone#:
Address: / City: State: Zip:
Value of Work for this Permit: $ 2-1-4170C) • Square/Linear Foo age of Work: 39 66
to
Type of Work: ❑ Addition n Alteration ❑ New . Repair/Replace ❑ Demolition
Description of Work: REROOF ; / Z e., ? .p` /4T
Specify color of color thru gz6
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Bond$ S°
TOTAL FEE NOW DUE $ �� • 121'
Bonding Company's Name (if applicable)
Bonding Company's Address
y
City State Zip
Mortgage Lender's Name (if applicable)4
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the' first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me th
Z-V. day of /- 'c , 20
r)- 746p 4.Jl._Qd Vb 4who i
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:t
Print:
Seal: ,ro� '*<< PAOLA BASSI
,�. Notary Public - State of Florida
Commission # FF 966918
•.,,o FF,\." My Comm. Expires Mar 13, 2020
APPROVED BY
8
CONTRACTOR
for :fpi "'. instrument was acknowledged before me this
, 20 18 , by
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign.
Print:
Seal:
s Notary Public - State of Florida
=�, Commission # FF 966916
, -� o- .' My Comm. Expires Mar 13.
******************* *******************************************
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review
Clerk
Bonding Company's Name (if applicable)
Bonding Company's Address �1
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
iSignaturE
OWNER or AGENT
The foregoing instrument was acknowledged before me this
H day oftsls*e_
S. 'Ll.TO4? ! -P� AViJ. n, who is
me or who has produced
,2018
, by
identification and who did take an oath.
NOTARY PUBLIC:
Prii
Sea
PAOLA BASSI
Notary Public - State of Florida
Commission # FF 966918
'88FAoos• My Comm. Expires Mar 13, 2020
***************************
APPROVED BY
as
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
Li day of �U
,2018 ,by
pe��fs C7 who personally known
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign. — ——
Print,
Seal:,
PAc,;
;, BASSI PAOI A BASSI
`,'T.:. Notary Public - State of Florida
•c
" iTt Commission # FF 966918
y�` "oT
.;rso,f,o,' My Comm. Expires Mar 13, 2020
// /Pans Examiner
as
Zoning
(Hevised02/24/2014)
Structural Review
Clerk
CO
frr
S
T
Florida Building Code 6th Edition (2017)
Uniform Permit Application Form
Section A (General Information)
Master Permit No. Process No.
Contractor's Name__ ^`3V,;, f' ! •'�t'_l.[... C Tr
Job Address.__,,
ROOF CATEGORY
Low Slope 0 Mechanically Fastened Tile
0 Asphaltic Shingles ❑ Metal Panel/Shingles
0 Prescriptive BUR•RAS 150
ROOF TYPE
❑ Maintenance /Reroofing
J�Z ROOF SYSTEM INFORMATION 11
Low Slope Roof Area (SF) „?C Steep Sloped Roof AREA (SSF)Z�%[4Z
0 New roof
0 Repair
•D Morta dhe ve Set Tifes ,
0 Wood Shingles/Shakes
0 Recovering
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow dr
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
• •
•• •••
• •••
• • •
• • •
• • ••
• •
••• •
• •
• •
• • •
• •• •
••• •
••• •
• •
i a
• •
• • • ••
fie •••
• (P•• •••
• • •
• •
• •
•••
• • 000 • •
• • • . •
••• • • •
• • • • . •
• • • •• ••
• 1100 • •
Total (SF)_ 4:),0
f2"
Florida Building Code 6th Edition (2017)
Uniform Permit Application Form
Section C (Low Slope Application)
Fill in specific roof assembly components and identity
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer: GAF
Product Approval No.: 1.3-1022 1.5_
Design Wind Pressures, From RAS 128 or Calculations:
P1:.__ 42.8 P2:..._ ....__71,7 P3: 108.,0
Top Ply Fastener/Bonding Material:
HOT ASPHALT_.__._
Surfacing: _N/A_
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: _.9 " oc ® Lap, # Rows 2.._ @ 9 " oc
Perimeter:.._6__" oc @ Lap, # Rows _4_ 45)_6 " oc
Corner: 4_._." oc ® Lap, # Rows _6_ @ 4 " oc
Number of Fasteners Per Insulation Board:
Or Field __N/A Perimeter _N/A, Comer _N/A,.,
Max. Design Pressure, from the specific product
approval system:
Deck:
Type:_.WOOD___ ___.
Gauge/Thickness: 3/4"
Scope:_.__ 0;,12,,.�.
Anchor/Base Sheet & No. of Ply(s):.LP_LY_#z5_GAE_BASESHEET
Anchor/Base Sheet Fastener/Bonding Material:
1-1/4" R/S W/ TINCAP
Insulation Base Layer:
N/A
Base insulation Size and Thickness: _.,_N/A
Base Insulation Fastener/Bonding Material:
N/A
Top Insulation Layer: ____.._._.WN/A ._
Top Insulation Size and Thickness: __ N/A
Top Insulation Fastener/Bonding Material:
N/A_.
Base Sheet(s) & No. of Ply(s): �.
Base Sheet Fastener/Bonding Material:
_ N/A .__..........__�__.___.....
Ply Sheet(s) & No. of Ply(s): _._._ 1_P_L.Y_RUBEROID.20
Ply Sheet Fastener/Bonding Material:
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
9" STRIP
3X3 26 GAUGE
GALVANIZED DRIP
WOOD
#75 GAF BASE
RUBEROID 20
. • •
•• • • • •• • • • ••
'• ••: MINERALSWRFAC_.
• • • CAZ' SHEE:
• •
HOT ASPHALT _•!• ••• ••• . •
• • •• . . .
•
• •
. • .
.
• •
Top Ply:.,_IT m GAF. MINERAL.,SUREACE.CAPSHEET '. • • • • • •• • ; : :
• • • • • • • •
• • •
•
•
•
•
.••
• • • • • •
• • •
• •
• • • • •
• • • • .
• •• • • •
• • • • •
•
•
•
• •
• .•
•
FT.
Parapet
Height
Mean
Roof
Height
Florida Building Code sth Edition (2017)
Uniform Permit Application Form
Section D (Steep Sloped Roof System)
BORAL
Roof System Manufacturer N_
Notice of Acceptance Number: 16-0711.04
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 4.70_ P1:._ 13.84-___ P1: .41Q
Deck Type:
Roof Slope:
3 : 12
Ridge Ventilation?
N/A
Mf=26.1
WOOD
Type Undertayment: #30 ASTM 226 TYPE 2
Mean Roof Height: N/A
insulation: I N/A
Fire Barrier: N/A
p Spacing: 1-1/4 R/S NAILS WITH 5/8"TIN CAPS 6" O.0 ON LAPS
Fastener Type
O� 2 ROWS 12" O.0 FIELD
Adhesive Type:
HOT ASPHALT
Type Cap Sheet: #90 / TILE UNDERLAYMENT
Roof Covering: VILLA 900
Type & Size Drip
Edge:
• . .
• .
. .
.• ••• •• . . . ..
• •• •.. •.• •
•
• • . •'.
• . . . • . .
•• . •••
.. •.• • •. . .
• • • •.. ••. ".•
• • • • •
• • • ... . . •
• . . . . . •• •
. .
•
.•. .. .. . . • .. ..
• • • 000 • .
... •
• • ... . •
3X3 26 GAUGE GALVINIZED
Florida Building Code 6th Edition (2017)
Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values
are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127'
(P1:_39.1 x ?..31,5_ = 12.32) - Mg _7_62. = M,, 4.70..
(P2:_68.1 X?...315_ = 21..46.) - Mg: _7_62 = Ma .13.84
(P3: 1.00.7 XX ,,3.15_ = 31...72) - Mg: _7.62 = Me, .24_1.0
Product Approval M, ._...26.1
Product Approval M,
Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval M,
M, required Moment Resistance'
Mean Roof Height
Roof Slope
15'
20'
25°
30'
40'
2:12
34.4
36.5
38.2
39.7
• 42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
. 27.1
28.2
30.0
'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and
Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
(P1: xL
(P2: x L
(P3:-�_ x L
Method 3 "Uplift Based Tile Calculations Per RAS 127"
x w: = ) - W: x cos 0 = F,, _.._ _ Product Approval F'
__ x w: = _.) - W: x cos O = Fr; ___ Product Approval F
x w: _ .__.._) - W: _....._. x cos 0 = F:; .__._ Product Approval F' _. ,,._... _ .....
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 pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
Aerodynamic Multiplier
0
Job Site
?.
Product Approval
Restoring Moment due to Gravity
Ma
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Ma
Calculated
Minimum Attachment Resistance
F' •• 1141•
Required Uplift Resistance
•�ProductApproval
F, : • •• ••Carcarfated;
•.•
• • •
• • •
Average Tile Weight
•
W • • • •
• • •�••
•width
• •
Pjocic:Alprowal-
_._.___.
Tile Dimensions
IAIi calculations must be submitted to the
,
= length W _
building official at She time of permi
-•_-
ProducrAkprbGal
application.
•
•
• •• ••• ••.
• • • • • • • •
• • .• •• •.• • •• • ••
• •
••• • • • • •
• • . • •
• • . •••
• • • • • •
• •• •• • •
••• • • • •
• • •
• •
• •
• • •
•• 0•
SECTION 1524
HIGH VELOCITY HURRICANE ZONES -REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the 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 ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
J
4. --Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
6. C 6 —,______Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be nec-ssa i to install overflow
scuppers in accordance With the requirements of Sections R4402, R4403 . d ' - 13.
Owner/Agentnignafure Date Contractor ature Date
KIPS- ice Ca. -
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
•• ••• • • • • • ••
•
• • •
• •
• • •
•• ••• •• • • • ••
• •••
• • •• •. . . • • ••• •
• . • • •
• • . . • • • •
• . .. Oil •• • •• • •
• • • ••• • . •
•
••• • • • • ••• •
• • •. •
• • • :: • • •
• •
• •, • • •
' . . • • • • •
• ••.•• • • • •• .•
.
Revised on 5/21/2009
iamihores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
o\1\•(.s�
Property Address: IOW 2-
Roofing Permit Number:
Dear Building Official:
I Ckt)(Ai-CA9
building because:
Date:
certify that I am not required to retrofit the roof to wall connections of my
'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
*7k-fl VtlQ
Print Name
•• ••• • • • • • ••
The undersigned, being the first duly sworn, deposes and says.that tietst>� t it►e rn@'nertor the above property mentioned.
.r ... . n • . --
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
IVbtaTy Qdbjic - Stitt o f tlerida
4omreission #4F 96691)i
m MyCemExpires Mar 13, 2i)20
• When the just valuation of the structure for purpose of ad valorem taxation is 444 tor morerthv $400440.00,•and the•bulding was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the:Roof to4ll.cinnec.Lion !-iurrican:Mitigatiori.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
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.Qov/economy
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 AI-IJ (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: Boral 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.
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 he provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.12-0308.20 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigerx• ••• • • • • • ••
MIAMI DADE COUNTY
APPROVED
•
•
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• • . . . . . •
�:'.•-r • • • .•
•
• •.. •.• • . .
•• • • •• ••
• •• • • •
•.i:� 1,1: •• • ••
• t. . •
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.
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• . • • •
•
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.
•
• . .
• . •• .. . • •. .. ..
•.. • . • •• ... . .
NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE
This renews a system using Boral 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 vvhere the pressure
requirements, as determined by applicable Building Code, do 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
Applicant Dimensions
Boral Roofing Villa 900 Length = 17"
Width = 13"
'/2" thick
Trim Pieces 1 = varies
w = varies
varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Test
Specifications
TAS 112
Type 1 b
Class I11
TAS 112
Product
Description
Low profile, interlocking, high pressure extruded
concrete roof tile equipped with three nail holes
and double rolls. For direct deck, batten, mortar
or adhesive set applications.
Accessory trim. concrete roof pieces for use at
ridges, hips and rakes.
Product Name Product Description
ICP Adhesives Polyset AI-I-160 Two component polyurethane
foam adhesive.
ICP Adhesives Polyset.RTA-1 Single component polyurethane
foam roof tile adhesive.
TILE BONDTM Roof Tile Adhesive Single component polyurethane
foam roof tile adhesive.
"Tile Tite" Roof Tile Mortar Premixed. pre -bagged roof tile
mortar.
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales. FL
MIAMIDADE COUNTY
APPROVED
.. ... . .
.
.
•
•
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
Bermuda Roof Co. Inc.
• • • ..
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• ...
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NOA No.:.16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 2 of 7
2.3 EVIDENCE SUBMITTED
Test Agency
Nutting Engineers
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering. Inc.
Walker Engineering. Inc.
Walker Engineering. Inc.
Walker Engineering, Inc.
Walker Engineering. Inc.
Walker Engineering. Inc.
Walker Engineering, Inc.
American Test Lab of South
Florida
MIAMI•DADE COUNTY
APPROVED
Test Identifier Test Name/Report
13343.1 TAS 112
7161-03 Static Uplift Testing
Appendix III TAS 102 & TAS IO2(A)
7161-03 Wind Tunnel Testing
Appendix II TAS 108 (Nail -On)
P0402 Withdrawal Resistance Testing of
screw vs. smooth shank nails
94-060B Static Uplift Testing
TAS 101 (Adhesive Set)
94-084 Static Uplift Testing
TAS 101 (Mortar Set)
P0631-01 Wind Tunnel Testing
TAS 108 (Mortar Set)
Letter Dated Aug. 1, 1994 Wind Tunnel Testing
TAS 108 (Nail -On)
Project No. 307025 Wind Driven Rain
Test #MDC-76 TAS 100
25-7183-1
25-7183-2
25-7214-2
25-7214-6
528454-2-1
520109-2
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Static Uplift Testing
TAS 102
(2 Quik-Drive Screws, Direct Deck)
Static Uplift Testing
TAS 102
(1 Quik-Drive Screw, Direct Deck)
(1 Quik-Drive Screw, Battens)
Static Uplift Testing
TAS 101
25-7183
25-7094
25-7496
25-7584
25-7804b-8
25-7804-4 & 5
25-7848-6
Evaluation Calculations Aerodynamic Multipliers
Evaluation Calculations... •`Lwi> 4'ateAQh�iVSet System
• . • • • . . • •
•
Evaluation Calculations • lest•tr:ng;N2ol�l�l t Utz to Gravity
RT0617.02-16 ��• •• • TNS• 1 T2
• .•. •.• . . • • • •
• • • • •• • •
• •• • • •• • . •
• 40 • • • • • • • •
• • • • 440 • • • •
• • • ••• ••• •
• .. . • • • 4100 • •
• . • • • • . •
• . • •.• . • •
• . • • • . • • • .
• . • • • . • • • . 00
•.• • • • ••. • •
Date
Apr. 2006
Dec. 1991
Dec. 1991
Sept. 1993
March, 1994
May 1994
July 1994
Aug. 1994
Oct. '1994
Feb. J 1995
March. 1995
Sep. 1998
Dec. 1998
March 1995
February 1996
April 1996
December 1996
09/01/16
April 1999
09/01/16
06/29/16
NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
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 he 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 Rooting
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
10.90
1.42
1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
X (ft3)
X (ft3)
Profile
Batten Application
Direct Deck Application
Villa 900 Concrete.Tile
0.291
0.315
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Villa 900
Concrete Tile
Direct
Deck
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.70
7.62
6.56
7.50
6.42
7.34
6.26
7.15
6.08
6.95
MIAMI•DADE COUNTY
APPROVED
•
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•
•
•
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•• •.. •. • • . ••
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••
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•
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• • •
• • e • • . • . • • . •
4100 • • • .•• • •
NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment,- Mr (ft-Ibf)
for Mechanically Fastened Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Villa 900
Concrete Tile
2-10d Ring Shank Nails
27.8
37.4
28.8
1-10d Smooth or Screw
Shank Nail
8.8
11.8
4.1
2-10d Smooth or Screw
Shank Nails
16.4
21.9
7.1
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Villa 900 Concrete Tile
Adhesive'
26.12-3
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams.
3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Villa 900 Concrete Tile
ICP Adhesives Polyset® AH-160 two -component foam
86.614
ICP Adhesives Polyset® AH-160 two -component foam
45.55
4 Large paddy placement of minimum 54 grams.
5 Medium paddy placement of minimum 24 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
TUC ••• •
APP Gcatiorl
•
•. •
•
•
•
.
•
; ;
••
Attachment
Resistance
Villa 900 Concrete Tile
•
MoriblI.Se44
20.60
6 Tile-Tite Roof Tile Mortar.
••
•
•'. ..*.
MIAMI•DADE COUNTY
1 APPROVED
• ••• ••• • • •
• • • • • • • • • •
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• • • ••• ••• •
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NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 5 of 7
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 BORAL 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.
MIAMI•DADE COUNTY
APPROVED
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• •• •� • �• • • NOA No.: 16-0711.04
• ••• ••• Expiration Date: 09/21/21
Approval Date: 09/01/16
• • •• ••• • • Page 6 of 7
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• • ••• • •
MIAMI•DADE COUNTY
APPROVED
PROFILE DRAWING
21/8"
r
VILLA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
.. ... . . . . . ..
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• • • •• •• • • • • •
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• • ••
• . •• • •
••• •• •• ••• ••• ••• NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
••• • • • • •••• •• • Page7of7
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD ANI) CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Fl6rida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidadc.tov/economv
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 Conventional Built -Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials. use. and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided t •the.4ses hiv tl}p m�nlifac`t�lrer or its distributors
•and shall be available for inspection at the job site at the requet oftl� te�d•n �C�ff'ciall
This NOA renews and revises NOA No. 13-0424.09 and consts'ts • affYages.l tlrough• •'
1C,..
The submitted documentation was reviewed by forge L. Acebo.
MIAMI•DADE COUNTY
APPROVED
. • . ••• • • . .
• • . • • • • • . . . •• • •.
•• . • .
•.1 .
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• • • • •
•• •NOA No.: 13-1022.15
Expiration Date: 11/04/18
'• . • •• • •;• ;4ppi val Date: 11/06/14
• •• • ••• ••• ••• ••• •• •• Page I of 16
••
• •• •• • • • •. ••
••• • • • • • • • •
Category:
Sub -Category:
Material:
Deck Type:
Maximum Design Pressure:
ROOFING SYSTEM APPROVAL
Roofing
BUR
Fiberglass
Wood
-75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
GAFGLASK #75 Base 39.37" (1 meter) ASTM D460I Type 11 asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS'" #80 Ultima'M 39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated, fiberglass
Base Sheet Wide base sheet.
GAFGLASR FlexPly'" 6 39.37" (I meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS'' Ply 4 39.37" (1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS1' Mineral 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
Surfaced Cap Sheet Wide with mineral granules.
GAFGLAS'g' EnergyCap�" 39.37" (I meter)
BUR Mineral Surface wide
Cap Sheet
GAFGLAS' ' Stratavele 39.37" (1 meter)
Eliminator"' Perforated Wide
Venting Base Sheet
GAFGLASr Stratavent`"' 39.37" (1 meter)
Eliminator'" Nai lable Wide
Venting Base Sheet
Ruberoid'' SBS Heat -
Weld"' Smooth
Ruberoid'R' SBS Heat-
Weld'M 25
Ruberoid 20
Ruberoid'' Mop Smooth
39.37" (I meter) ASTM
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
MIAMbDADE COUNTY
E:::))
APPROVED
ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
with mineral granules with factory applied
I NI
EnergyCote
ASTM D4897 Fiberglass base sheet coated on both sides with
asphalt. Surfaced on the bottom side with mineral
granules embedded in asphaltic coating with factory
perforations.
ASTM D4897 A nailable. fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced on the
bottom side with mineral granules embedded in
asphaltic coating.
D6I64 Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
ASTM D6164 Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
•. ,•• • • • • • ••
• •
ASTM D6163 •.SBS,c4odi'trecta�pl �l• sbar sheet reinforce with a
•tia%s.Gbtalt.• ; • ..•
ASTM D6164 Non -woven polyester mat coated with polymer-
••• nicaifienSpl014andogttt•surfaced.
• . • • • • • • .
•
• • . ••• ••• .
NOA No.: 13-1022.15
Expiration Date: 11/04/18
• •:. ••1pp val Date: 11/06/14
• • • • •. •
• • • • Nage 2 of 16
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TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Specification
Proprietary
Product Dimensions
FireOut. "' Fire Barrier 5, 55 gallons
Coating
VersaShield° Fire 350 sq. ft. roll
Resistant Roof Deck
Protection
Topcoat® Surface Seal 5 gallons
SB
APPROVED INSULATIONS:
Product Name
EnergyGuard Polyiso insulation
EnergyGuard" RA Polyiso insulation
EnergyGuard— RN Polyiso Insulation
EnergyGuard" Perlite Roof Insulation
EnergyGuard Perlite Recover Board
EnergyGuard' RA Composite Polyiso
Insulation
Securock' Gypsum -Fiber Roof Board
Structodekk High Density Fiber Board
DensDeck' Roof Board
MIAMI-DADE COUNTY
APPROVED....)
ASTM D226
ASTM D6083
Product
Description
Low VOC, water.based fire barrier coating.
Non -Asphaltic Fiberglass -Based Underlayment.
Solvent based sprayable thermoplastic rubber
sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
Polyisocyanurate foam insulation with high GAF
density fiberboard or Permalite perlite
insulation
Gypsum roof board
High density fiber board
Gypsum board
•
•• .•• • • • . •
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•
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• ••. ••• . • •
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• •• • • •• •.•
• • • • •. . •• • •
• •. .• • . • ••
•
• • • ••. ••. •.
• • • • • • • •
• • • • •
• • • • • •
• • • • • •
• •• •• • •
• • • • • . •
• • •
• •
• •
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•• •.
• . •
United States Gypsum Corp.
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 3of16
APPROVED FASTENERS:
TABLE3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Drill-Tec" #12 Fastener Insulation fastener for steel, various GAF
vvood & concrete decks.
2. Drill-1 ec'' #14 Fastener Insulation fastener for steel. various GAF
wood & concrete decks.
3. Drill-'l ec'"" XHD Fastener Carbon steel extra heavy duty Various GAF
fastener used in steel decks.
4. Drill-Tec" ASAP 3S Drill-Tec'' #12 Fastener with Various GAF
Drill-TecT" 3" Standard Steel
Plate
5. Drill-Tec 3" Steel Plate Round galvalume stress plate 3" round GAF
used with Drill-Tec
fasteners.
6. Drill-Tec'' 3" Standard Steel Round galvalume plated steel 3" round GAF
Plate stress plate with reinforced
ribs for use with Drill-TecT"
fasteners.
7 Drill-Tec AccuTracFlat AZ -SS aluminized steel plate 3" square GAF
Plate for use with Drill-Tec" #12
Fastener. Drill-Tec'' #14
Fastener and DriII-Tec"" # 15
Fastener.
8. Drill-Tec"' AccuTrac® Galvalume Steel plate for use 3" square GAF
Recessed Plate with Drill-Tec'" fasteners.
MIAMI•DADE COUNTY
APPROVED
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• . .• ... ... •
...
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•
NOA No.: 13-1022.15
Expiration Date: 11/04/18
• '. • • • Approval Date: 11/06/14
. •• • •• . . • . • . . Page4of16
• .. . • . .. . .
• .... • •
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Factory Mutual Research Corp. .LI. 2B8A4.AM 4470 07/02/97
.I.I. 3 B9Q I .AM 4470 01/08/98
.I.1. ODOA8.AM 4470 07/09/99
.I.I. O D I A8.A M 4470 07/29/94
J.I. 0Y9Q5.AM 4470 04/01/98
3029832 4470 05/ 1 1 /07
UL LLC R1306 UL 790 07/22/13
PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01
Technologies, LLC GAF-020-02-0I ASTM D4977 02/01/02
GAF-082-02-0I ASTM D6083 05/07/06
GAF-084-02-01 ASTM D6083 05/09/06
GAF-270-02-02 ASTM D226 11/15/10
GAF-276-02-01 Rev ASTM D6083 12/16/10
GAF-276-02-02 ASTM D226 11/15/10
GAF-306-02-01 ASTM E96 07/07/11
GAF-314-02-0I ASTM D2178 08/23/11
GAF-315-02-01 ASTM D2178 08/23/11
GAF-369-02-01 ASTM CI289 10/22/12
GAF-417-02-01 ASTM CI289 05/28/13
GAF-464-02-01 ASTM CI289 10/22/12
GAF-499-02-01 ASTM D6083 03/12/14
GAF-500-02-01 ASTM D6083 03/12/14
IRT of S. FI. 02-005 TAS 114 01/18/02
02-014 TAS 114 03/22/02
Trinity I ERD G30250.02.10-3-R I ' ASTM D3909 11/26/12
G31360.03.10 ASTM D6I64 03/31/10
G33470.01.11 ASTM D6164 11/16/11
G34140.04.1 1-2 ASTM D6163 04/25/11
G34140.04.1 I-4 ASTM D6401 04/25/11
G34140.04.11-5 ASTM D4897 04/25/11
G34140.04. I 1-5-R 1 ASTM D4897 10/ 18/ 13
G40630.01.14-2A-I ASTM D6164 01/07/14
G43610.01.I4 ASTM D3909 01/22/14
G6850.08.07-1 ASTM D3909 08/13/07
G30250.02.10-3-R1 ASTM l )3909 11/26/12
MIAMI•DADE COUNTY
APPROVED
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NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 5 of 16
Membrane Type: BUR
Deck Type l: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut" Fire Barrier Coating, VersaShield®Fire Resistant Roof Deck Protection or
(optional) Securock" Gypsum Fiber Roof Board.
Base sheet: GAFGLAS4 480 Ultima' Base Sheet, Stratavent® Eliminatory" Nailable Venting Base
Sheet, Ruberoid® 20, Ruberoid SBS Heat -Weld" Smooth or Ruberoid® SBS Heat -Weld"
25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlym 6, GAFGLAS® 475 Base Sheet or any of above
base sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field.
(Maximunt Design Pressure —45 psf. See General Limitation #7)
GAFGLAS" Ply 4, GAFGLAS® FlexPlyr 6, GAFGLAS® 475 Base Sheet or any of above
base sheets attached to deck with Drill-Tec" 412 Fastener or Drill-Tec" 414 and Drill-
TecTM 3" Steel Plate, Drill-TecT' AccuTrac® Flat Plate or Drill-TecrM AccuTrac® Recessed
Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #7)
MIAMI-DADE COUNTY
APPROVED
GAFGLAS" Flex Ply" 6. GAFGL,AS"' #75 Base Sheet or any of above base sheets attached
to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.
at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52.5 psf See General Limitation #7)
GAFGLAS® #80 Ultima" Base Sheet, Ruberoid°3'20, Ruberoid® Mop Smooth, base sheet
attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a
fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"
412 Fastener or Drill-Tec" 414 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT"
AccuTrac®" Flat Plate or Drill-Tec" AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row
is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of
the sheet.
(Maximum Design Pressure —60 psf. See General Limitation #7)
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Any of above Base sheets atched 1r ctect IfIrort I1nular ring shank nails and 3"
inverted Drill-Tec " insulatiolf plaina:4aytepett:acing of 9" o.c. at the 4" lap staggered
in two rows 9" in the field.
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(Maximum Design Pressure —60 psf. See General Limitation #7)
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NOA No.: 13-1022.15
Expiration Date: 11/04/18
••• • • • • ••• • • Approval Date: 11/06/14
• • • •• ••• • • • •• Page 14 of 16
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4
Fastening Options:
(Continued)
Ply Sheet:
Cap Sheet:
Surfacing:
GAFGLAS'' #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"
#12 Fastener or Drill-Tec'" #14 Fastener and Drill-Tec'" 3" Steel Plate, Drill-Tec'"
AccuTrac® Flat Plate or Drill-Tec AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row
is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of
the sheet.
(Maximum Design Pressure —75 psf See General Limitation #7)
One or more plies of GAFGLAS" Ply 4 or GAFGLAS(* #80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
(Optional) One ply of 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.
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.
I. 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. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
MIAMI•DADE COUNTY
APPROVED
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NOA No.: 13-1022.15
Expiration Date: 11/04/18
• • • Approval Date: 11/06/14
• • • •• Page15of16
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS ' Flex Ply'" 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum '/4" DensDeck"' Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
I. 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. lino recovery hoard is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf.. as
tested in compliance with Testing Application Standard lAS 105. If the fastener value. as field-tested, are below
275 Ibf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within
this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers. metal profile. and/or flashing termination designs shall conform to
Roofing Application Standard RAS I 1 1 and applicable wind Toad requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation t.7.wiA•not;bdapNicpb3e)••
10. All products listed herein shall have a quality assuraNrce a:cdre e%ith the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code'• ••• •• • • • ••
•
END OF THIS ACCEPTANCE
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MIAMI•DADE COUNTY
APPROVED
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NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 16 of 16
•
1'1_I.R1306 - Roofing Systems
Page 5of50
Incline:
Incline: 1
Coating: — "TOPCOAT@ EnergyCote'" Elastomeric Coating" or "TOPCOAT@ MB Plus" or "TOPCOAT® 322 White Elastomeric Coating",
applied at a rate of 2-gal./ 100-ft.2
7 Deck: C-15/3.' Incline: 1/2
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC. "DensDeck@ Roofboard" or "DensDeck® Prime Roofboard" or
"DensDeck@ DuraGuard'" Roofboard" or minimun-r ' -in. thick Untied States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or
"SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any
UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints.
Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultirna'" Base Sheet",
mechanically fastened.
Ply Sheet: — One or two plies Type G1 "GAFGLAS® Ply 4" or "To -Ply 4" or "GAFGLAS® Flex Ply 6" or Type G2 "GAFGLAS® =75 Base
Sheet" or "Tri-Ply .175 Base Sheet" or "GAFGLAS® #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt
Cap Sheet: — IYPe G3 "GAFGLASCii; muter -al Surfaced Cap Sheet' nr "Tri-Plylg? Mineral Surfaced Cap Sheet", fully adhered .rni"`, hz);
roofing asphalt.
Coating: — -TOPCOAT® EnergyCote"' Elastomeric Coating" or 'TOPCOAT® MB Plus" or "i(SPCOAT@ 322 White Eiastome_nc Coating-,
applied at a rate of 2-gal./100-ft.'.
18. Deck: NC Incline: 1
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with
"LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive', applied as
a nominal 2W-in. bead with a maximum on -center spacing of 12-in. or any UL. Classified insulation adhesive, applied per the
manufacturer's installation instructions
Base Sheet: — One ply "GAFGLASciy Stralnvemt Eliminator- Venting Base Sheet", loose laid or Type G2 "GAFGLAS® =75 Base Sheet"
or "Tn'Ply i:75 Base Sheet" or "GAFGLAS® #80 Ultimj Base Sheet", fully adhered with hot roofing asphalt.
Ply Sheet: — One or two plies "Ruberoid® Mop Smooth o Ruberoid® Mop Smooih r 5' or Ruheroici® Mop Smooth Plus- or
"Ruberoid® 20" or "Ruberoid® SBS Heat Weld 25", fully adhered with hot roofing asphalt.
Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheer or Tri-Ply® Mineral Surfaced Cap Sheetfully adhere; .x.-rh hot roor-cig
asphalt.
-"Coating: — "TOPCOAT@ EnergyCote'" Elastomeric Coating" or "TOPCOAT® MB Plus" or "TOPCCA-I@ 322 White Elastomeric Coati.-,g ,
applied at a rate of 2-gal./100-ft.2.
19. Deck: C-15/32
Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum vG-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard' or "DensDeck@ prime Roofboard" or
"DensDeck® DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. -SECUROCK® Roof Board' (Type FRX-G) or
"SECUROCK(T) Glass -Mat Roof Board" (type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any
UL Classified insulation adhesive with butt joints in the barrier hoard products staggered •_+ minimum of 6-in. from plywood deck joints.
Base Sheet: — One ply "GAFGLAS® Stratavent® Eliminator"' Venting Base Sheet", loose laid or Type G2 "GAFGLAS® e75 Base Sheet"
or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt.
Ply Sheet: — One or two plies "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth Plus" fully adhered with hot roofing asphalt
Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet", fully adhered with hot roofing
Coating: — "TOPCOAT@ EnergyCOte'" Elastomeric Coating" or "TOPCOAT@ MB Plus" or "TOPCOAT® 322 White Elastomeric Coating",asphalt.
applied at a rate of 2-gal./100-ft.'.
20. Deck: C-15/32
Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or"Tri Ply® #75 Base Sheet" mechanically fastened.
Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened
or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Base Sheet: — One or more plies "Ruberoid® 20" or "Ruberoid® SBS Heat Weld 25", mechanically fastened or fully adhered with hot
roofing asphalt.
Cap Sheet: — Type G3 ' GAFGLASCt Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap
BUR Mineral Surfaced Cap Sheet".
Class B
1. Deck: C-15/32 Incline: 3'1:1
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime
Roofboard" or "DensDeck@ DuraGuard"" Roofboard", minimum w-in. thick, orUintnilrrSta eslGypsum Co. "SECUROCK® Roof
Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), r
Insulation (Optional): — One or more layers perlite c•Lo•,:Lfibe:or glas,i fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane•composit•: of wtodrfitxri.olyiisghcygnurate composite or phenolic, any thickness.
Base Sheet: — Two or more plies Type GI "GAFGLASCri Ply 4'i it "i t.i'ly;y:c0o ,C� FGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible
Cap Sheet:�— Type G3C"GAFGLAS® Mineral ened or fully cSurfacwith led Cap Sheet"eor•'si•ri P® Mintraloiurfaced Cap Sheet" or "GAFGLAS® EnergyCap'"
BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
2. Deck: C•15/32 •Inilrncy•31/2 •••• ••• • • •
• • •
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Barrier Board (Optional): — One or more layer U.irgiisar.irfic /jest •
:•LIT• tr •v)e•'K". Roofboard or DensDeck@ Prime
Roofboard" or "DensDeck@ DuraGuard"" Roofboaro', min.nurn o-i•. thi:.•nr Unc• S1!1 Gypsuri Co."SECUROCK® Roof
Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick.
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethar■er.Sm"osite,r woo41 f1)grip ilyisocyanurate composite or phenolic, any thickness.
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