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RF-12-1311 406
Miami Shores Village RECEIVED
JUL
ECEKEDJUL 83 2012
Building Department Bim: Vo
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 2010
U LDING Permit No. F F— 12 - 13 11
PERMIT APPLICATION Master Permit No. Z- Z..
Permit Type: BUILDING ROOFING
JOB ADDRESS: 9��7 /(/,F /3 .4t/,F
City:_ Miami Shores County: Miami Dade Zip: j5I
Folio/Parcel#: Z/ 3.ZOS- 00 f 0�,2 a
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): d4de'9a N1�i0#/IaA`1 44it
Phone#:
Address:l 9-1,1V7 N /3 f�,E
city:/'�'4nr/ SroRe1
State:-it:t Zip: 3�?/3
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: O/34-/ Phone#:_ 34F 7f>aGi1
Address: LE /-J E 97 .1�r
City: t -0J' State:_�� Zip:Q/3d'
Qualifier Name: J Phone#:_-7iZr 74-7.-�Co/?-
State Certification or Registration#: Cce-O/13p GCertificate of Competency#:+O40-V-K''fl
Contact Phone#:3a-?r7r /Z Email Address: QjjjfA/6,1X
DESIGNER:Architect/Engineer:ZlLaRAtl P// 41,d Phone#:
Value of Work for this Permit:$—d Doa, "` Squ'(tt `lLinedr Footage of Work: 17j-,'
Type of Work: OAddition OAlteration )WNeyw I,) .1 �3•pRepair/Replace ` �: ODemolition
Description of Work: N.!'' l/ 4f
// r If
Tte /AI IV AfYy g i!i'F/js ei Ttrc eol"x 4d" oY•,C
Color thru tile: Noylrr
Submittal Fee$ Permit Fee$ ��+ � CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
Bonding,Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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
charged.
1—?4
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 11 The foregoing instrument was acknowledged before me this
day of TV 201 Y by A t39':�P(_G' #'4R Pa-1 day of i 4 ,20 L)_-,by ,
who s personally kno n me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
P , JUDI H D MILIO
Sign: .•.gyp'Pia: Sign: Adab,
Io f ALS
Print: M gin 13,2013 Print:
�,, Commission#DD 891548 . A x'
My Commissio 1~Rf W""' Bonded Through National Notary Man. My Commission E =Cozemalon 0 Dll-475S+9
Expira AVX_0:,:013
stsulu A.a4trrc lrtaa ai,:1116
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
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.
Add iti Wally,the following items should be addressed as part of the agreement between the owner and the
con r tor.The owner's initial in the adjacent box indicates that the item has been explained.
1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics
(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color
or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement
betwoen the owner and the contractor.
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 reving the existing roof system.)
3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing .
conlractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking
can be viewed from below.The owner may wish to maintain the architectural appearance,therefore, roofing
nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining
thipearance.
5. Ponding Water:The current roof system and/or deck of the building may not drain well and
may 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
un' the original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overYbAded 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.
V7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior 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.
Owner's gent's Sign9ture Date ontractor's Signature
VA 7 /L,-- /� �41,4— V2__ 1311
Property Address Permit Number
- C vy
RECEIVED
JUL 13 2012
BY: 70 0 COPY
SECTION R4402.14
HIGH VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System Required Sections of the Attachments Required
Permit Application Form See List Below
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 4,5,6,7
Asphaltic Shingles A,B,D 152,4,5,6,7
Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7
Metal Roofs A,B,D 1,2,3,4,5,6,7
Wood Shingles and A,B,D 1,2,4,5,6,7
Shakes
Other As Applicable 1,2,3,495,6,7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Notice Of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Section R4403, or If Applicable, RAS 127 or
RAS 128
4. Other Component Notice of Acceptances
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations (Re-Roofing Only)
7. Any Required Roof Testing Calculation Documentation
• • . • • • • • • 11D
W IN M
• • •
. 60
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HIGH-VELOCITY HURRICANE ZONES
A x �
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
Attachment
and Identify Manufacturer
(if a component is not used,identify as"NA") L /� 7/ ••
–. Field:a-"oc @ Lap,#Rows of @ oc
System Manufactur r' Perimeter:1AA •'oc @ Lap.#Rows a @ 7.i .oc �l�
NOA No.: OB —O8ZZ . 2-j' oc to/� *e;
Corner: oc @ Lap,#Rows_@_' Q
Design Wind Pressures,From RAS 128 or Calculations:
Number of Fasteners Per Insulation
P1: P2: 7/ 7 P3: Board
Max. Design Pressure,From the Specific NOA Field Perimeter Corner
System:
Deck:
Illustrate Components Noted and
Type: /GfL��✓fo/G^t� ( On
Nc/LfjE Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Gauge(fhickness: Stripping, Flashing, Continuous Cleat, Cant
Slope: / �r Fr Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Anchor/Base Sheet&No.of Ply(s): Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Anchor/Base Sheet Fastener/Bonding Material:
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Insulation Base Layer:______
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
FT. =.3
Top Insulation Layer:
A c,os�K �?
Top Insulation Size and Thickness: %isWuj+iN c Parapet
,acvwr rE��,�rc� Heiaht
Top Insulation Fastener/Bonding Material:
44 .y,,,N 9isiv✓.la
SrlL4j.4vi�!✓ /✓�/L/i[/�GF /7o1_1 FT.
E.t c•�.vr
Base Sheet(s)&No.of Pty(s): 2 a�E° li
Base Sheet Fasten erlBonding Material: 1&"4r1vB/G-f Mean
�',41.1A TW 42- /2 F,is-rnie eee s Roof
Ply Sheet(s)&No.of Ply(s):Z 9E/�Ate— Height
Ply Sheet Fastener/Bo ding Material:
E KCAL
Top Ply: 17-, C;&
Top Ply Fastener/Bo ding Ma rial:
E aG
Surfacing:
nn�n cr norne soul nmr,CODE—RESIDENTIAL
HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
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") Field:7�_"oc @ Lap,#Rows .2 @7i oc
1 .
System ManufacttuurM Perimeter:?r "oc @ Lap,#Rowa @7y oc
NOA No.: oc G NFiJr�
Corner:_oc @ Lap,#Rows_@_ -
Design wind Pressures.From RAS 128 or Calculations: Number of Fasteners Per Insulation
Pt: P2: P3: �6 Board
Max.Design Pressure.From the Specific NOA Field Perimeter Corner
System: ' �S
/ Illustrate Components Noted and
Deck: /
Type: Details as Applicable:
�L! —
e Woodblocking, Gutter. Edge Termination,
Gauge/Thickness: 3 Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Slope: Y Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Anchor/Base Sheet&No.of Ply(s): Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Anchor/Base Sheet Fastener/Bonding Material:
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
/
FT.
Top Insulation Layer: �e iL
7_ "�.vUyW16,�\y Parapet
Top Insulation Size and Thickness: �°'C Height
/.OA�IiK \j
Top Insulation Fastener/Bonding Material: ��,
Base Sheet(s)&No.of Ply T• Qri
Base Sheel Fastener/Bonding Material: 1 GtereV,=rEHeht
Ply Sheet(s)& No.of Ply(s): - �"IWoob Na OW ,dy a/c lore
PLiys
Ply Sheet Fastener/Bon in Mat�ial /
5 e
Top Ply: f2�"�/Gr'
Top Ply Fastener/Bond' g Mal al:
77/ 4�,
Surfacing:
nn,n ci noine Rim nmr;LADE—RESIDENTIAL
C, m6j�-
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: c 4--It- Field:–1—"oc @ Lap,#Rows a @ oc
NOA No.: 111 – O 2.1 y_ O/ 5L f
Perimeter: G "oc @Lap,#Rows�@ L "oc
Design Wind Pressures, From RAS 128 or Calculations: Corner: "oc @ Lap,#Rows,r @ 6"oc y
Pmax1: )•p Pmax2: V,7 Pmax3: Number of Fasteners Per Insulation
Max.Design Pressure, From the Specific NOA Board :erim:eter
System: 52. SField: PCorner
Deck:
Type: �,✓Oo b
Illustrate Components Noted and
Gaugerrhickness: J/f Details as Applicable:
Slope: ��'f��% Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Anchor/Base Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Anchor/Base Sheet Fastener/Bonding aterial: Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulation Base Layer: i// Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
FT.
Top Insulation Layer:
/Yp.�iVGyor�1/o o� Parapet
Top Insulation Size and Thickness: Height
p<Top Insulation Fastener/Bonding Material: y e ,
Base Sheet(s)&No.of Piy(s): //.�j/,V�4 90 ' v FT. 9
Joe,C Mean
Base Sheet F stener/Bon ing aterial: Roof
�ht�.Q�/ >= <.d/J Height
Ply Sheet(s)&No.of
Ply Sheet Fastener/Bond' Mat vial:
� �a
Top Ply: ✓ !gyp v
Top Ply Fastener/Bo ing Merjal:i
t
Surfacing: /¢'
HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
r•
I
Roof System Manufacturer: �oG dC
Product ApprovatNum"bir► /-2- -69 . 12-
Minimum
zMinimum Design Wind-Pressures, If Applicable (From RAS 127 or Calculations):
P1: P2: F-05 P3:
Maximum Design Pressure
Product Approval Specific System:
Method of the attachment: 5M ,2 CoM o oa
�;IV/Sj l �o o (�0101'fef_ �j�� ai �1 t /A/5
Steep Sloped Roof System Description
Deck Type:
i ' tJ ooh
jype Underlayment:
Roof Slope: \ 3O
Insulation.
I A04
I
Fire Barrier:
Ridge 7Vntilation? Fastener Type & Spacing:
�lT T/� aF
Adhesive Type:
T
ype Cap Sheet: o —�
r-- 9
Roof Covering:
Mean Roof Height:
Type & Size Drip
-------- dge:
2010 FLORIDA BUILDING CODE—RESIDENTIAL 44.23
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 Mr with the values from Mr. If the M,values are greater than or equal to the Mr
values,for each area of the roof, then the tile attachment method is acceptable.
Vethod"1-`,Moment Based Tile Calculations Per RAS 127"
-M9:_ .// =Mr, . •? Product Approval M, l{O•y
(PZ:GB• / x �� - �y -M9: .// =M, .1-S Product Approval M, /r`o'y
(P,:/00•T x A ° 5, �,2�. qS�)-M9:�/� =M,,/ .,FY Product Approval M, t-V
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(Mr)From Table Below Product Approval M,
M Re uired Moment Resistance*
Mean Root Height-♦
Roof Sloe 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 1 27.1 28.2 1 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: - =F„ Product Approval F
(P2: x 1: = x w:=)-W: x cos 0: - =Fre Product Approval F
(133: x 1: = x w:=_)-W: x cos 0: - =F13 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 prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope B Job Site
Aerodynamic Multiplier A Product Approval
Restoring Moment due to Gravity M. Product Approval
Attachment Resistance M, 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.
M I A M 1•DADE MIAMI-DADE COUNTY,FLORIDA
_ �METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
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 by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF RUBEROID®-Modified Bitumen Roof System for LWC 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 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.
i
This NOA revises NOA No. 08-0221.02 and consists of pages 1 through 47.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.:'08-082225
Expiration Date: 11/06/13
CMu►MEoawecouNTY Approval Date: 02/25/09
Page 1 of 47
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Drill-TecTM 412 Standard, Insulation fastener and various GAF Materials Corp.
#14 and#15 extra Heavy Base Ply fastener for
Duty Fastener,Heavy steel,wood&concrete
Duty Roofing Fastener decks.
2. Drill-TecTM ASAP Pre-assembled Drill- various GAF Materials Corp.
TecTM Fasteners and
metal and plastic plates.
3. Drill-TecTM CR Base Base sheet fastening various GAF Materials Corp.
Sheet Fastener and Plate assembly.
4. Drill-TecTM AccuTrac Square or Round Plate GAF Materials Corp.
Plate or Drill-TecTM Steel Galvalume®coated steel Diameter: 3"
Plates plates and 3 ''/2"
5. Drill-TecTM Plastic Round polypropylene Plate GAF Materials Corp.
stress plates. Diameter: 3"
and 3 '/2"
6. NTB Fasteners Fastener for use in various GAF Materials Corp.
gypsum,tectum and
lightweight insulating
concrete decks.
7. Drill-Tec Locking Impact Base sheet fastener with 1.8"long w/ GAF Materials Corp.
Nail integrated Plate. 2.7"dia.
plate
8. Drill-TecTM CD-10 Insulation fastener and various GAF Materials Corp.
Base Ply fastener for
concrete decks.
NOA No.: 08-0822.25
Expiration Date: 11/06/13
MIAMFD�IDECOUNTY Approval Date: 02/25/09
_]APPROVED IPage 8 of 47
Membrane Type: SBS/SBS Heat Weld
Deck Type 4: Lightweight Concrete,Non-insulated(See System Limitation)
Deck Description: Cellular or aggregate lightweight concrete
System Type E(2):Base sheet mechanically attached.
All General and System Limitations shall apply.
Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 UltimaTM Base
Sheet,GAFGLAS®STRATAVEN'T® EliminatorTM Nailable,RUBEROM* Mop
Smooth or RUBEROID®20 mechanically fastened as described below.
Fastening Options: Drill-TecTM CR Base Sheet Fasteners at a fastener spacing of 9"o.c.at the 2"wide
side laps and 9"o.c.in two equally spaced rows in the field of the base sheet.
(Maximum Design Pressure-45psf,See General Limitation#7)
Drill-TecTM CR Base Sheet Fasteners at a fastener spacing of 12"o.c.at the 2"wide
side laps and 9"o.c. in three equally spaced rows in the field of the base sheet.
(Maximum Design Pressure-45 psf,See General Limitation #7)
Drill-Tec®Locking Impact Nail at a fastener spacing of 9"o.c.at the 4"wide side
laps and 9"o.c. in two equally spaced rows in the field of the base sheet.
(Maximum Design Pressure-60 psf,See General Limitation#7)
Drill-TecTM CR Base Sheet Fasteners at a fastener spacing of 7.5"o.c.at the 3"
wide side laps and 7.5"o.c. in two equally spaced rows in the field of the base sheet.
(Maximum Design Pressure-75 psf,See General Limitation#7)
Ply Sheet: (Optional)One or more plies of RUBEROID®20,GAFGLAS®Ply 4,GAFGLAS_
FlexPlyTM 6,RUBEROID®Mop Smooth,GAFGLAS®# 75 Base 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.or Leak Bustefrm
MatrixTM 102 SBS Membrane Adhesive at I to 2 gal./sq.
Membrane: One or morellies of RUBEROID®Mop Smooth,RUBEROID®Mop 170 FR,
RUBEROID Mop Granule,RUBEROID®20,RUBEROID®Mop Plus Granule,
RUBEROID®30 or RUBEROID®30 FR, RUBEROID®EnergyCap SBS 30 FR,
RUBEROID®Mop FR or ULTRACLAD®SBS(adhered in hot asphalt only)
adhered in a full mopping of approved asphalt applied within the EVT range and at a
rate of 20-40 lbs./sq.or with Leak BusterTM MatrixTM 102 SBS Membrane Adhesive
at 1 to 2 gal./sq.
Or
RUBEROID®SBS Heat-WeIdTM Smooth,RUBEROID®SBS Heat-WeIdTM FR,
RUBEROID®SBS Heat-WeIdTM Plus FR,RUBEROID®SBS Heat-WeIdTM 25,
RUBEROID®SBS Heat-WeIdTM Granule,RUBEROID®SBS Heat-WeIdTM 170 FR,
RUBEROID®EnergyCap SBS Heat Weld Plus FR,or ULTRACLAD® SBS applied
according to manufacturer's application instructions.
NOA No.: 08-0822.25
CMIAIMMADECCOKUNTY Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 22 of 47
Surfacing: (Optional,required if RUBEROO Mop Smooth or RUBEROID®20 is top
membrane) Install one of the following:
I. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq.respectively in a flood coat of
approved asphalt at 60 lbs./sq.or applied in a flood coat of Leak Bustefrm MatrixTM
103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS®Mineral Surfaced Cap Sheet,GAFGLAS®Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq.
3. Leak Bustefrm MatrixTm 303 Premium Fibered Aluminum Roof Coating,at 1.5
gal./sq.
4. Leak BusterTm Matrixrm 715,Leak BusterTM MatrixTm 322,TOPCOAT®MB PLUS,
TOPCOAT®Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 gal./sq.
5. Leak Bustefrm MatrixTm 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCoteTm roof coating applied at I to 1.5 gal./sq.
6. TOPCOAT®Surface Seal,TOPCOAT®Fireshield®SB Solvent based Elastomeric
Roofing Membrane applied at 1 to 1.5 gal./sq.
7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary
roof equipment installed in compliance with manufacturer's specifications and
applicable Building Codes.
Maximum Design
Pressure: See Fastening Options Above
NOA No.: 08-0822.25
Expiration Date: 11/06/13
MIAMWADECOUNW Approval Date: 02/25/09
� Page 23 of 47
LIGHTWEIGHT INSULATING CONCRETE SYSTEM LEVIITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal
resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and
fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS
117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or
Registered Roof Consultant.
2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage
attached with 5/8"puddle welds with weld washers at every flute with maximum deck spans of 5 ft.o.c.
3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum
of 250 psi.
GENERAL LUMTATIONS:
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 lbf.,as tested in
compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation
attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener
resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener
resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed
and sealed by a Florida Registered 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.
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 with
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field,perimeters,and
corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones
(i.e.perimeters,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 913-
72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 08-0822.25
Expiration Date: 11/06/13
MIAMIOADECOUR Approval Date: 02/25/09
Page 47 of 47
2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY
n�
�:. 192 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS(TEVT)
Roofing Systems (TGFU)-Continued Roofing Systems(TGFU)-Continued t,
Base Coat: "A-38 Series",0.75 gal/sq. "GAFI'EMP Permalite Recover Board" may be used in lieu of anype
Second Base Coat: 'A-38 Series",0.75 gal/sq. insulation in any of the following•NC Classifications.
Wear Coat: "A-38 Series',0.75 gal/sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with,'
Sq. Roofing Asphalt"may be surfaced with"Fireshield MB"at 2.5-3.0 gaj -
Surfacing: 'A-38 Series",0.75 gal/sq plus walnut shells at 0.75 lbs per Class A,B and C
sq. Hot roofing asphalt,for use with organic and glass felts or modified W'.
46 Deck:NC Incline:3/4 membranes. y..'
Foam: Spray application of 2-in.thick"Polyfoam 273"(2.7 Ib/ft.') "Ruberoid Heat Weld" SBS roofing membrane may be used in Ii
Surfacing: Spray application of 28 to 34-mils"U-8730"(aluminum) "Ruberoid Mop"SBS products in any applicable Classification.
47 Deck:NCIncline:1/2 Class A
Insulation: Spray application of.-2:: .thick"Polyfoam 273"(2.7 lb/ 1. Deck:C-15/32 Incline:3
" _ .`-a Insulation (Optional): One or more layers perlite, wood fiber�',""'
'`
Surfacin : S ra a lication ofd$to 34-mils U-S7S2"(ivory)
.� �' y PP fiber, isocyanurate, urethane, perlite/isocyanurate composite, perli
GAF.MATERIALSrCORP R1306 urethane composite,wood fiber/isocyanurate composite,phenolic);`
thickness. 1.
1361 ALPS RD,WAYNE NJ.07470 _ Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply;4'4
"Ruberoid 20"or "Ruberoid Modified Base°Sheet" may be utilized as an "GAFGLAS Ply 6",hot mopped.
alternate to Type G2 base sheets in any of the following Classifications. Surfacing: Gravel.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum 2 Deck:C-15/32 Incline:2
DensDeckm may be used in any existing noncombustible deck Classification.
When this is done, the resulting roofing system is acceptable for use over Insulation (Optional): One or more layers perlite, wood fiber,.
combustible(15/32 in.min)roof decks.The joints in the gypsum board and fiber, isocyanurate, urethane, perlite/isocyanurate composite,petli
overlayment board are offset 6 in.with the joints in the deck.if polystyrene is urethane composite,wood fiber/isocyanurate composite,phenolic;.
part of the roof system,it must be placed below the overlayyment board. thickness.-
Also,multiple plies of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheet: Three or more layers Type GI "GAFGLAS Ply;l'
Gyppssum DensDeck®in hot asphalt. "GAFGLAS Ply 6".
"EnergyGuard Ultra" is an acceptable alternate to"EnergyGuard" in any Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced;!,
applicablle Classification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet".
GAFStratavent Eliminator Venting Base Sheet(Nailable)"may be mechani- 3. Deck:NC Incline:2
Cally attached or hot mopped over noncombustible decks and as a recover over Insulation (Optional): One or more layers perlite, wood fiber,:..!
exishng roof systems.
GAFGLAS Pertit_Insulation may be utilized as a cover board over"EVER- fiber, isocyanurate, urethane, perlite/isocyanurate composite,per .
GUARD"insulation in any of the following systems. urethane composite,wood fiber/isocyanurate composite,phenolic,2`1"
Unless otherwise indicated, the roof insulation is mechanically fastened, max.
adhered with hot Moppin asphalt or urethane insulation adhesive. Polysty- Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4"or"CA
rene reference in any f the following Classficatons include"ENERGuard E!'S CLAS Ply 6".
Insulation". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap.Y
References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ti
lation". 4. Deck:NC Incline:1/2
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers"Isotherm R",4 in.max,hot mopped.
Type G2.'aspphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
"GAFGLAS#80 ULTIMA")is a suitable alternate for Type GI asphalt glass
fiber ply Sheet("GAFGLAS Ply 4"or"GAFGLAS Ply 6")in the Class A,B or mat system.
5. Deck:C-15/32 Incline:1
C roof systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet(Optional): Red rosin paper,nailed to deck.
sheet"GAF Stratavent Eliminator Venting Base Sheet(Perforated)"or"GAF Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet"(may be t
Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be nailed).
mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type GI"GAFGLAS Ply 4"or GAFGLAS 7
. As an:option Type G2 asphalt glass mat base sheet ("GAFGLAS#75 Base Ply 6",
Sheet","GAFGLASeW ULTMW'or"GAFStratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet".
("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the 6. Deck:NC Incline:3
following systems. Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet".
Bottom ply or base sheet may,be solid mopped,spot mopped or mechani-
cally fastened. ply Sheet: One or more layers Type GI "GAFGLAS Ply 4"or'GAF-
Unless otherwise indicated,all insulations may be hot mopped or mechani_ GLAS Ply 6'.
rally fastened. Cap Sheet: One Dyer Type G3 "GAFGLAS Mineral Surfaced Cap':
"GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Sheet"or"EnergyCap Mineral Surfaced Cap Sheet".
Class A,B or C systems listed below. 7. Deck:C-15/32 Incline:2
When"perlite"is referenced, this includes "GAFTEMP PERMALITE©"or Insulation: One or more layers perlite, glass fiber, isocyanurate,ure-'
any other UL Classified perlite insulation. thane,perlite/isocyanurate composite,perlite/urethane composite,phe-'
Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolic, 1.0 in.min(offset from plywood joints 6 in.).
B or C systems listed. Base Sheet: One or more layers Type G1,G2 or G3�'
Structural cement fiber building units are considered suitable to be included Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
as a deck in the following Class A,B or C systems listed over C-15/32 or NC. "Ruberoid Torch Plus"(granule),"Ruberoid Mop"(Smooth or Granule)
The use of gypsum board under any of the following Class A,B or C systems
does not adversely effect the rating.The use of 1/2 in.min gypsum board is an or"Ruberoid Mop Plus"(granule).
acceptable alternate for insulation over C-15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or
The use of polystyrene insulation board between min 3/4 in.perlite board "EnergyCap Mineral Surfaced Cap Sheet",hot mopped.
and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a 8. Deck:C-15/32 Incline:2
suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, glass I
systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
"BMCA EnergyGuard RA","BMCA Tapered EnergyGuard RA"and"BMCA urethane composite,wood fiber/isocyanurate composite,phenolic,any I
EnergyGuard RA'may be substituted for any Atlas polyisocyanurate insula-
thickness.
tion to any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3.
Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Ply Sheet(Optional): One y more layers Type GI. !
Felt Systems with Hot Roofing AsphMembrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
alt". M
GAFGLAS#8(1�remilrm Base Sheet may be used in any of the following Y
systems. "Ruberoid Torch Plus".(granule),"Ruberoid Mop"(�mooth or Granule)
"GAFGLAS Flex Ply 6"is a suitable alternate to"GAFGLAS Ply 6". or"Ruberoid Mop Plus"(granule).
LOOK FOR THE UL MARK ON PRODUCT
euut rtuurtwta MAI hHIALS AND L�51TEMS'DIRECTORY
1
194 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIAUS'�{EVT) r
Roofing Systems (TGFU)-Continued Roofing Systems (TGFU)-Continued 1
r
3. Deck:C-15/32 Incline:Unlimited Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness!
Insulation (Optional): One or more layers perlite, wood fiber, glass Membrane: "Ruberoid Torch Granule 1"(modified bitumen). o
3 fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Slip Sheet: 0.004 in.polyethylene(not UL Classified).
urethane composite,wood fiber/isocyanurate composite,phenolic,any Surfacing: 3/4 in.thick concrete with one layer of No.10 Summerville,,
thickness. Quarry tile(or equivalent)grouted in place.
Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or 5. Deck:NC Incline:2
"GAFGLAS Ply 6". Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness.;,
I Surfacing: "Weather Coat Emulsion"at 3 gal/sq. Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
FLUID APPLIED COATING SYSTEM Surfacing: 3/4 to 1-1/2 in. diam river bottom stone at 1000 lb/sq or
1. Deck:NC Incline:Unlimited concrete pavers weighing not less than 10 lb/sq ft and spaced not more
Surfacing: "Weathercote Low VOC"or"Weathercote"-2 gal/sq. than 1/8 in.
SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED 6Deck:NC Incline:3
.
Unless otherwise indicateBITUMEN) Insulation: a)Polystyrene,2 in.max,b)Isocyanurate,any thickness,laid
p d phenolic insulation may be used in any of the loose)
j; following systems. y
Unless otherwise indicated any of the following Single Ply Membrane Membrane: "EverGuard SR"or"EverGuard FB",40-100 mil(TPA),laid
Systems may utilize multiple layers of Ruberoid Membrane. loosely.
GAF Premium Aluminum Roof Coating" may be used on any of theSurfacing: River bottom stone(3/4- 1-1/2 in.diam)at 1000 Ib/sq or
following Classifications not exceeding 1/2 in. concrete roof pavers.
"GAF Weater Coat Emulsion" may be used on any of the following 7. Deck:C-15/32 Incline:1/2
1
noncombustible Classifications not exceeding 1/2 in. 1
Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Slip Sheet: One or more layers Atlas Roofing "FR50", mechanically
Karnak"No.81"adhesives may be used in any of the following fastened.
noncombus-
tible deck Classifications. Membrane: "EverGuard TPOZ Plus",45 mil.
Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 1000 lbs/sq or
Classifications. concrete roof pavers.
GAFGLAS#80 Premium Base Sheet may be used in any of the following 8. Deck:C-15/32 Incline:1/2
Systems. Base Sheet: Two or more layers Type G2,"GAFGLAS Basesheet#75",,
(Optional)Noncombustible deck classifications are applicable for use over mechanically fastened.
combustible(15/32 in.min plywood)decks when 1/2 in.(min)gypsum board z
or 1/ in.(min)G-P Gypsum DensDeck®are used directly over the deck with Membrane: "EverGuard TPO Plus",45 mil.
all joints staggered 6 in.(min)from plywood joints. Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 10001bs/sq or j
A vapor barrior may be optionally installed under all systems utilizing concrete roof pavers.
1
"EVERGUARD"insulation."EVERGUARD"insulation is an acceptable -Class A-Fully Adhered
!. alternate in any polyisocyanurate insulation of the following systems.GAF- 1. Deck:NC Incline:1/2
GLAS Perlite may be used as antion over EVERGUARD insulation.GAF- Insulation (Optional): One or more layers perlite, wood fiber, glass
GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
in any of the following systems.
The following membranes may be used interchangeablyurethane composite,wood fiber/isocyanurate composite,phenolic,any ,
within their own P
group: thickness. I
A. "Ruberoid Torch Granule","Ruberoid Torch Granule Plus","Ruberoid Base Sheet(Optional): One or more layers Type GI,G2 or G3.
Torch Granule 1",Ruberoid Torch 180. Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
B. "Ruberoid Mop Smooth","SBS HW Smooth","Ruberoid 601 Cap Plus", "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule) `
"Ruberoid 30". or"Ruberoid Mop Plus Granule"(granule).
C. "Ruberoid Mop Granule',"Ruberoid Mop Plus Granule","SBS HW Surfacing: Gravel,400 lbs/sq,loose laid or applied in a flood coat of hot
Granule',"SBS HW Plus". roofing asphalt.
D. "Ruberoid Mop 170 FR(1 sq)","Ruberoid Mop 170 FR(1/2 sq)". 2. Deck:NC Incline:1/2 `
E. 'Ruberoid Mop FR 2",Ruberoid 30 FR","Ruberoid SBS Heat Weld 170 Base Sheet(Optional): One or more layers Type GI,G2 or G3.
FR". Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), 4`.
F. 'Ruberoid 20","SBS HW(Heat Weld)25". "Ruberoid Torch Granule Plus",."Ruberoid Mop"(Smooth or Granule) t
G. "Flame Free 180 FR","Ruberoid Torch FR","Brai Supreme Plus APP >
Granule FR","GBSP-250FR","Brai Supreme-APP Granule FR". or"Ruberoid Mop Plus Granule".
Unless otherwise indicated,the Modified Bitumen(Granule)membrane may Coating: Karnak No.97,1-1/2-3 gal/sq.
be surfaced with "Fireshield MB" at 2.5-3.0 gal/sq,and the incline of the 3. Deck:NC Incline:1/4 I
resultant system would be increased to a 3/4 in.incline.But if the incline of the Insulation (Optional): One or more layers perlite, wood fiber, glass d
Classified system is greater than a 3/4 in. incline, the incline of the roofing fiber,any thickness.
system would be maintained when surfaced with"Fireshield MB"at 2.5-3.0 Base Sheet(OptI76&il): One or more layers Type Gl,G2 or G3.
gal/le Membrane: One or-more layers"Ruberoid Torch"(Smooth or Granule),
Unless otherwise indicated"Ruberoid EnergyCap SBS 30FR"is an acceptable "Ruberoid Torch Granule Plus","Ruberoid Mop Granule"or"Ruberoid N
alternate for"Ruberoid 30 FR"or"Ruberoid Mop 170 FR"in any applicable Mop Plus Granule". N
Classification. Coating: K nak N 97 1 1/2-3 gal/sq. i'
Class A-Ballasted 5_ o,
1. Deck:NC Incline:2 4. Deck:C-15/32 _ ---. Incline:1/�
Insulation: One or more layers perlite, glass fiber, isocyanurate, ure-
mechanically fastened. +
Insulation: One or two layers"Isotherm R",any thickness,loose laid or thane,perlite/isocyanurate composite,perlite/urethane composite,phe-
nolic,1-1/2 in.min thickness(offset from plywood joints 6 in.).
Membrane: Any UL Classified membrane used in a ballasted system. Base Sheet: One or more layers Type G2 or G3.
Surfacing: HRiver bottom stone,3/4 to 1-1/2 in.diam,1000 lbs/sq.
2. Deck:C-15/32 Ply Sheet(Optional): One or more layers Type Gl.
Incline:1/4(NC-2) Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
Insulation: Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in. "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule)
Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
Surfacing: ,Gravel at 400 lbs/sq, loose laid or concrete blocks, at 10 "Ruberoid Mop Plus Granule".
lbs/sq and spaced not more than 1/8 in. Suifacirigi'-Karnak No.97,1-1/2-3 gal/sq.
3. Deck:NC 5. Deck:NC Incline:1/2 9
Incline:3 Base Sheet(Optional): One or more layers Type GI,G2 or G3. t
Insulation(Optional): Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in.
Type G2. Membrane: One more layers"Ruberoid Torch"(Smooth or Granule),
Base Sheet(Optional): Type 15 asphalt organic felt or T
YP "Ruberoid Torch Granule Plus".
Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
Surfacin i.Gravel.., ) Surfacing (Optional): 'Karnak "No. 97" or "169" at 1-3 gal/sq or a
g• Grundy Ind."20 F Emulsion"at 3 gal/sq.
d.., Deck:C-15/32 Incline:1/4 6. Deck:C-15/32
(', Incline:1/2 a
LOOK'FOR TH€`uL MARK ON'PRODUCT r
2007 ROOFING MATERIALS AND SYSTEMS DIRECTOR
1
ROOF COVERING MATERIALS(TENT) 195
ROOF COVERING MATERIALS(TENT)
- r• Roofing Systems (TGFU)—Continued
d" Roofing Systems (TGFU)—Continued
1,hot mopped in
Insulation: One or more layers perlite,glass fiber,3/4 in.min,isocya- Ply Sheet (Optional): One or more layers Type G
place.
nurate,urethane,perlite/isocyanurate composite,perlite/urethane com-
Membrane: One layer"Ruberoid Torch Smooth"(smooth),"Ruberoid
posite,1-1/2 in.min. Mo Smooth' Y P (granule).
Base Sheet(Optional): One or more layers Type Gl,G2 or G3. Membrane: One layer"Ruberoid Mo 170 FR"
e �) Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), 19 Deck:NC Incline:1/2
"Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule) Insulation (Optional): One or more layers perlite, glassfiber, isocya-
or"Ruberoid Mop Plus Granule". nurate,urethane or perlite/isocyanurate composite,any,thickness.
Surfacing: Gravel. Base Sheet: One or more plies Type Gl or G2,hot mopped or adhered
�r ;7: Deck:C-15/32 Incline:1/2 with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold
e
'? Insulation (Optional): One or more layers perlite, wood fiber, glass applied adhesive at 1-1/2 gal/sq.
Membrane: One layer"Ruberoid Mop 170 FR",hot mopped or adhered
I fibers isocyanurate, urethane per[Ite/ianurate composite, perlite/ PP
(' ureth e.composite,wood fibe isocyanufMv composite. with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold
id Base Sheet Two or more layers Type G2 or G3. applied adhesive at 1-1/2 gal/sq.
i Ply Sheet(Optional): One or more layers Type Gl.
Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Z1 . Deck:C-15/32 Incline:1/2
id
"Ruberoid Torch Granule Plus", Ruberoid Mop" (Smooth or Granule) Insulation(Optional): Polyisocyanurate,wood fiber,perlite,glassier
or"Ruberoid Mop Plus Granule". any thickness,hot mopped or mechanically fastened.
or + Surfacing: Karnak No.97,1-1/2-3 gal/sq or gravel. Base Sheet: One or more plies Type G2"GAFGLAS#75"base sheets,
f $. Deck:NC Incline:1/2 hot mopped or mechanically fastened.
Membrane: One or more plies"Ruberoid 30 FR"hot mopped in place.
Insulation: One or more layers perlite,glass fiber,3/4 in.min,isocya- PP Incline:1/2
lly nurate,urethane,perlite/isocyanurate composite,perlite/urethane com- 22 Deck:C-15/32
posite,1-1/2 in.min. Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass
' 1 Base Sheet(Optional): One or more layers Type GI,G2 or G3. fiber an thickness,hot mopped or mechanically fastened.
44 Base Sheet: One or more plies Type G2"GAFGLAS#75"hot mopped
or y Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Y
"Ruberoid Torch Granule Plus","Ruberoid Mop" (Smooth or Granule) or mechanically fastened.
or"Ruberoid Mop Plus Granule". PI Sheet: One or more plies"Ruberoid 20",hot mopped in place.
j Membrane: One or more plies"Ruberoid 30 FR",hot mopped m place
5,, Surfacing: Grundy"AL MB Aluminum Roof Coating"at l-2 gal/sq. Y Incline:1/2
9. Deck:C-15/32 Incline:1/2
Insulation(Optional(: Fiber glass or perlite,mechanically fastened.
Insulation(Optional): One or more layers perlite,glass fiber,perlite/
e/ 23. Deck:alio 3
1 or min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Base Sheet: One or more layers Type G2,hot mopped or me
chanica111
1' thane composite,phenolic,1-1/2 in.min. fastened.
1 ure p
Base Sheet: One or more layers Type G2'GAFGLAS#75 Base Sheet", Ply Sheet: Two or more layers Type Gl,hot mopped or mechanics
hot mopped or mechanically fastened in place. fastened.
lass Ply Sheet: One or more layers Type Gl"GAFGLAS Ply 4",hot mopped Membrane: "Ruberoid 30"or"Ruberoid Modified Cap Membrane: Sheet 601",he
itein place./ mopped in place.
any .f "Ruberoid Mop 170 FR". Surfacing: Karnak Chemical "Karnak sFibrated Aluminur
Asphalt Roof Coating"or
Karnak No.97 Asbestos Free Aluminum Roc
Surfacing (Optional): "GAF Fibered Alumin um Coating at 1-1/2 g'
gal/sq or"GAF Weather Coat Emulsion"at 3 gal/sq. Coating"at 1 to 2 gal/sq. Incline:1/4
.ale), { 10; Deleted 24. Deck:NC
ale) I 11. : Polyisocyanurate, perlite, glass fiber or•woo
Deleted Insulation (Optional)
a € 12:Deleted fiber,2 in.max.
t 13.-,,Deleted Base Sheet: Type 15 asphalt organic felt or Type G2, mechanical
f hot
14.. Deleted !� Incline:1/2 fastened or adhered with hot roofing asphalt.
112�,'T,Deck C-15/32 Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminu
ule), perlite/isocyanurate composite. Asphalt Roof Coating"or"Karnak No.97 Asbestos Free Aluminum Ro
rule) Base Sheet: One or more layers Type G2 or G3 base sheet,hot mopped Coating"at 1 to 2 gal/sq. Incline:1/4
or mechanically fastened.
Insulation: Two layers glass fiber(staggered joints),1 in.each.
Pik,Sheet (Optional): One or more layers Type Gl, hot mopped in 25. Deck:C-15/32
place. Base Sheet: Type G2, mechanically fastened or adhered with h
glass Membrane: "Ruberoid.Mop 170 FR".Incline:1/2 roofing asphalt.
16. Deck:G15/32 Membrane: "Ruberoid To
Granule 1"(modified bitumen).
insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alumina
perlite/isocyanurate composite,offset 6 in.from joints. Asphalt Roof Coating'at 1 to 2 gal/sg
sale), Incline:1/4
of mechanically fastened.
Base Sheet: One or more layers Type G-2 or G-3 base sheet,hot mopped 26 Deck:NC
eroid Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
Ply Sheet (Optional): One or more layers Type G-1, hot mopped in Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alumina
place. As halt Roof Coating"at 1 to 2 gal/sglncline:1/2
ure- ('Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop 27 Deck:NC
Smooth". Insulation (Optional):
phe- Perlite, wood fiber or glass fiber, 1 in. m
"
Membrane: One layer"Ruberoid Mop 170 FR . mechanically fastened or adhered with hot roofing asphalt.
17. D''eck:
Incline:1 Base Sheet: Type G2 or"Flex Base 60" (modified bitumen),mechi
insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, rally fastened or adhered with hot roofing asphalt.
nule), urethane or perlite/isocyanurate composite. Membrane: "Ruberoid Torch Granule 1',heat fused.
nule), Base Sheet: One or more layers Type G2 or G3 base sheet,hot.mopped Surfacing: Monsey Products "Endure Aluminum Roof CoaHr
anule) or mechanically fastened. "Weather Check"or"Pro-Grade Aluminum Roof Coating",1.5•gal%
'Ply Sheet (Optional): One or more layers Type Gl, hot mopped in fibeInclr,
l/2
28. Deck:NC
place. Insulation(Optional): Perlite, fiber,glass fiber or isocyariiari
Membrane: One layer"Ruberoid Mop 170 FR" urethane board,2 in.max,mechanically fastened.mechanical( fastenee
mule), ' i$. Deck:NC
Incline:1/2 Base Sheet: Type G2 (modified bitaunen), Y
Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, adhered with hot roofing asphalt.
4thime or perlite/isocyanurate composite. Membrane: "Ruberoid Torch Granule 1" (m
[sq or odified bitumen), f
Base Sheet(Optional): One or more layers Type G-2 or G-3 base sheet, fused.
hot mopped or mechanically fastened.
LOOK.FOR THE`UL MARK ON PRODUCT
M I A M I-DADE MIAMI-DADE COUNTY,FLORIDA
_ METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE(NOA)
rGAF Material Corporation
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 by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade -
County Product Control Division 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 and 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
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 No.07-1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L.Acebo.
V--/' NOA No.: 09-0224.01
0. Expiration Date: 11/06/13
CDADECDUNTY Approval Date: 04/08/09
"'' ' t� Page 1 of 31
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: FireOutTM Fire Barrier Coating,VersaShieldo Non-Asphaltic Fiberglass-Based
(optional) Underlayment or SecurockTM
Base sheet: GAFGLAS®#80 ULTIMA TM Base Sheet, STRATAVENT*EliminatorTM
Nailable, RUBEROID®Modified Base Sheet, RUBEROID®20,RUBEROID®
SBS Heat-WeldTM Smooth or RUBEROID®SBS Heat-WeldTM 25 base sheet
mechanically fastened to deck as described below;
Fastening GAFGLAS®Ply 4, GAFGLAS®Flex P1yTM 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®Flex PlyTM 6,GAFGLAS®#75 Base Sheet or any
of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15
Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 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®Flex P1yTM 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 ULTIMATM,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 Limitation#7)
GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or
Drill-TecTM AccuTrac Plates, 12"o.c. in 4 rows. One row is in the 2"side lap.
The other rows are equally spaced approximately 9"o.c. in the field of the sheet.
(Maximum Design Pressure—60 psf,See General Limitation#7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3"inverted Drill-TecTM 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.: 09-0224.01
OUNTY Expiration Date: 11/06/13
M ;; Approval Date: 04/08/09
Page 27 of 31
GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or
Drill-TecTM AccuTrac Plates, 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®Flex P1yTM 6,
GAFGLAS®#80,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®Map Granule,Roof MatchTM SBS Mop Granule,RUBEROID®Mop
Plus Granule,RUBEROID®20,RUBEROID®30,RUBEROID®EnergyCap SBS
30 FR RUBEROID®30 FR or RUBEROID®Mop FR or RUBEROID
ULTRACLAD®SBS 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,
Roof MatchTM SBS Mop Granule,RUBEROID®Mop 170 FR,RUBEROID®Mop
Plus Granule,RUBEROID®20,RUBEROID®30,RUBEROID®EnergyCap SBS
30 FR,RUBEROID®30 FR or RUBEROID®Mop FR or RUBEROID®
ULTRACLAD® SBS in Leak BusterTM MatrixrM 102 SBS Adhesive at an
application rate of 1-2 gal./sq.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane)Install one of the following:
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.or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS®Mineral Surfaced Cap Sheet,GAFGLAS®Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating,at 1.5
gal./sq.
4. Leak BusterTM MatrixTM 715,Leak BusterTM MatrixTM 322,TOPCOAT®
MB+,TOPCOAT®Fireshield Elastomeric Roofing Membrane,applied at l to
1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote®roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT'Surface Seal,TOPCOAT®Fireshield®SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening above
NOA No.: 09-0224.01
Expiration Date: 11/06/13
CiMM
DnoeeoUNTY Approval Date: 04/08/09
' ' Page 28 of 31
a
s
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum '/4"Dens Deck or ''/i' Type X gypsum board is acceptable to be installed directly over the wood
deck.
Gv-NERALLIMITATioNs
1. Fire classification is nolpart of this acceptance, refer to a current Approved Roofing Materials Directory
for`fire ratings of this paduct .
2. In��ulatjon 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 2040 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
lbf.,as tested in compliance with Testing Application Standard TAS 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 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.
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 tennination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field,
perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones(i.e.perimeters,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 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 09-0224.01
MIAMWADE COUNTY
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY
M1,
192 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS(TEVT)
Roofing Systems(TGFU)-Continued Roofing Systems(TGFU)-Continued
Base Coat: "A-38 Series",0.75 gal/sq. "GAI'TEMP Permalite Recover Board" may be used in lieu of any,.pe
Second Base Coat: 'A-.38 Series",0.75 gal/sq. insulation in any of the following NC Classifications.
Wear Coat: "A-38 Series',0.75 gal/sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with'•'.
Roofing Asphalt"may be surfaced with"Fireshield MB"at 2.5-3.0 gal
Surfacing: 'A-38 Series",0.75 gal/sq plus walnut shells at 0.75 lbs per Class A,B and C
sq. Hot roofing asphalt,for use with organic and glass felts or modified bi
46 Deck:NC Incline:3/4 membranes. c,
Foam: Spray application of 2-in.thick"Polyfoam 273"(2.7 Ib/ft.') "Ruberoid Heat Weld" SBS roofing membrane may be used in li
Surfacing: Spray application of 28 to 34-mils"U-8730"(aluminum) "Ruberoid Mop"SBS products in any applicable Classification.
47 Deck:NC Incline:1/2 Class A
Insulation: Spray application of2_iv,:thick"Polyfoam 273"(2.7 Ib/ft.s 1. Deck:C-15/32 Incline:3
Insulation (Optional): One or more layers perlite, wood fiber;;
Surfacing. Spray application of t t6'34-mils U-5782"(ivory) fiber, isocyanurate, urethane, perlite/isocyanurate composite, perli
urethane composite,wood fiber/isocyanurate composite,phenolic;
GAF.MATERIALS CORP 81306 thickness. :?
1361 ALPS RD,WAYNE NJ.07470 Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply
"Ruberoid 20"or"Ruberoid Modified Base Sheet" may be utilized as an "GAFGLAS Ply 6",hot mopped. "
alternate to Type G2 base sheets in any of the following Classifications. Surfacing: Gravel.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum 2 Deck:C-15/32 Incline:2
DensDeck®may be used in any existing noncombustible deck Classification. r
When this is done, the resulting roofing system is acceptable for use over Insulation (Optional): One or more layers perlite, wood fiber,:
combustible(15/32 in.min)roof decks.The joints in the gypsum board and fiber, isocyanurate, urethane, perlite/isocyanurate composite,perfii'
overlayment board are offset 6 in.with the joints in the deck.If polystyrene is urethane composite,wood fiber/isocyanurate composite,phenolic;
part of the roof system,it must beplaced below the overlayyCent board. thickness._ s)
Also,multiple plies of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheet:' Three or more layers Type GI "GAFGLAS Ply:i4'
Gyppsum DensDeck®in hot asphalt. "GAFGLAS Ply 6".
"EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfac'
applicablle Classification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet".
GAF Stratavent Eliminator Venting Base Sheet(Nailable)"may be mechani- 3. Deck:NC Incline:2
tally attached or hot mopped over noncombustible decks and as a recover over Insulation (Optional): One or more layers perlite, wood fiber, `
existing roofs stems. fiber, isocyanurate, urethane, perlite/isocyanurate anurate tom osite, per'
GAFGLAS Perlite Insulation may be utilized as a cover board over"EVER- y P y P Pe
GUARD"insulation in any of the following systems. urethane composite,wood fiber/isocyanurate composite,phenolic,2"
Unless otherwise indicated, the roof insulation is mechanically fastened, max.
adhered with hot mo pin asphalt or urethane insulation adhesive. Polysty- Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4"or"GAF
rene reference in any of the following Classficatons include"ENERGuard EPS CLAS Ply 6".
Insulation". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap,
References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet"or"EnergyCap Mineral Surfaced Cap Sheet".
lation". 4. Deck:NC Incline:1/2
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers"Isotherm R",4 in.max,hot mopped.
Type G2.asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
"GAFGLAS# ULTIMA")is a suitable alternate for Type Gl asphalt glass mat system.
fiber ply Sheet("GAFGLAS Ply 4"or"GAFGLAS Ply 6")in the Class A,B or 5. Deck:C-15/32 Incline:1
C roof systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet(Optional): Red rosin paper,nailed to deck.
sheet"GAF Stratavent Eliminator Venting Base Sheet(Perforated)"or"GAF Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet"(may be
Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be nailed).
mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type G1"GAFGLAS Ply 4"or GAFGLAS 1
As an option Type G2 asphalt glass mat base sheet("GAFGLAS#75 Base Ply 6.
Sheet","GAFGLAS#80 ULTIMA' or"GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet (Nailable)" may be substituted for GI asphalt glass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet".
("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the 6. Deck:NC Incline:3
following systems. Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet".
Bottom ply or base sheet may be solid mopped,spot mopped or mechani- Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4"or"GAF-
cally fastened. GLAS Plv 6".
Unless otherwise indicated,all insulations may be hot mopped or mechani- Cap Sheet: One Dyer Type G3 "GAFGLAS Mineral Surfaced Cap':
tally fastened.
"GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Sheet"or"EnergyCap Mineral Surfaced Cap Sheet".
Class A,B or C systems listed below. 7. Deck:C-15/32 Incline:2
When"perlite"is referenced, this includes "GAFTEMP PERMALITEO"or Insulation: One or more layers perlite, glass fiber, isocyanurate,ure•'
any other UL Classified perlite insulation. thane,perlite/isocyanurate composite,perlite/urethane composite,phe-'
Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolic, 1.0 in.min(offset from plywood joints 6 in.).
B or C systems listed. Base Sheet: One or more layers Type G1,G2 or G3,
Structural cement fiber building units are considered suitable to be included Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
as a deck in the following Class A,B or C systems listed over C-15/32 or NC. "Ruberoid Torch Plus"(granule),"Ruberoid Mop"(Smooth or Granule)
The use of gypsum board under any of the following Class A,B or C systems "Ruberoid Mo Plus"(granule).
does not adversely effect the rating.The use of 1/2 in.min gypsum board is an or P g
acceptable alternate for insulation over C-15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or
The use of polystyrene insulation board between min 3/4 in. erlite board "EnergyCap Mineral Surfaced Cap Sheet hot mopped.
and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a 8. Deck:C-15/32 Incline:2 4
suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, glass I
systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
'BMCA EnergyGuard RA","BMCA Tapered EnergyGuard RA"and"BMCA urethane composite,wood fiber/isocya nurate composite,phenolic,any i
EnergyGuard RA may be substituted for any Atlas polyisocyanurate insula- thickness.
tion in any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3.
Trumbull"Perma Mop"may utilized with any of the following"Asphalt Ply Sheet(Optional): One or more layers Type Cl.
Felt Systems with Hot Roofing Asphalt".
GAFGLAS#80 Premivm Base Sheet may be used in any of the following Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
systems. "Ruberoid Torch Plus".(granule),"Ruberoid Mop"(�mooth or Granule)
"GAFGLAS Flex Ply 6"is a suitable alternate to"GAFGLAS Ply 6". or"Ruberoid Mop Plus"(granule).
LOOK FOR THE UL MARK ON PRODUCT
ZVU1 PlUUMNLi MAIEH1ALS AND 4.J51TEMS DIRECTORY
f 194 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERMGSAWEVT)
Roofing Systems(TGFU)-Continued Roofing Systems(TGFU)-Continued
3. Deck:C-15/32 Incline:Unlimited Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness.:;
Insulation (Optional): One or more layers perlite, wood fiber, glass Membrane: "Ruberoid Torch Granule I"(modified bitumen).
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Slip Sheet: 0.004 in.polyethylene(not UL Classified).
urethane composite,wood fiber/isocyanurate composite,phenolic,any Surfacing: 3/4 in.thick concrete with one layer of No.10 Summerville
thickness. Quarry tile(or equivalent)grouted in place.
b Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or 5. Deck:NC Incline:2
"GAFGLAS Ply 6". Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness.47
Surfacing: "Weather Coat Emulsion"at 3 gal/sq. Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
FLUID APPLIED COATING SYSTEM Surfacing: 3/4 to 1-1/2 in. diam river bottom stone at 1000 Ib/sq oo''j
1. Deck:NC Incline:Unlimited concrete pavers weighing not less than 1016/sq ft and spaced not more
Surfacing: "Weathercote Low VOC"or"Weathercote"-2 gal/sq. than 1/8 in.
SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED 6. Deck:NC Incline:3
BITUMEN) Insulation: a)Polystvrene,2 in.max,b)lsocyanurate,any thickness,laid
Unless otherwise indicated phenolic insulation may be used in any of the loosely
following systems.
Unless otherwise indicated any of the following Single Ply Membrane Membrane: "EverGuard SR"or"EverGuard FB",40-100 mil(TPA),laid .
Systems may utilize multiple layers of Ruberoid Membrane. loosely.
"GAF Premium Aluminum Roof Coating" may be used on any of the Surfacing: River bottom stone(3/4- 1-1/2 in.diam)at 1000 Ib/sq or
following Classifications not exceeding 1/2 in. concrete roof pavers.
"GAF Weater Coat Emulsion" may be used on any of the following 7. Deck:C-15/32 Incline:1/2
noncombustible Classifications not exceeding 1/2 in. Slip Sheet: One or more layers Atlas Roofing"FR50",mechanically
Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and fastened.
Karnak"No.81"adhesives may be used in any of the following noncombus-
tible deck Classifications. Membrane: "EverGuard TPO'Plus",45 mil
Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 1000 lbs/sq or
Classifications. concrete roof pavers.
GAFGLAS#80 Premium Base Sheet may be used in any of the following 8. Deck:C-15/32 Incline:1/2
systems. Base Sheet: Two or more layers Type G2,"GAFGLAS Basesheet#75",
(Optional)Noncombustible deck classifications are applicable for use over mechanically fastened.
combustible(15/32 in.min plywood)decks when 1/2 in.(min)gypsum board Membrane: "EverGuard TPOZ Plus",45 mil.
or 1/4 in.(min)G-P Gypsum DensDeckm are used directly over the deck with Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 1000 lbs/ or ?.
all joints staggered 6 in.(min)from plywood joints. s9
A vapor barrior may be optionally installed under all systems utilizing rnncrete roof pavers.
"EVERGUARD"insulation."EVERGUARD"insulation is an acceptable Class A-Fully Adhered
alternate in any polyisocyanurate insulation of the following systems.GAF- 1. Deck:NC Incline:1/2
CLAS Perlite may be used as an option over EVERGUARD insulation.GAF- Insulation (Optional): One or more layers perlite, wood fiber, glass
GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
in any of the following systems. urethane composite,wood fiber/isocyanurate composite,phenolic,any
The following membranes may be used interchangeably within their own thickness.
group:
Base Sheet(Optional): One or more layers Type GL G2 or G3.
A. "Ruberoid Torch Granule","Ruberoid Torch Granule Plus","Ruberoid Membrane: One or more layers"Ruberoid Torch" Smooth or Granule
Torch Granule l",Ruberoid Torch 180. Y ( ),
B. "Ruberoid Mop Smooth "SBS HW Smooth","Ruberoid 601 Cap Plus", "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule)
"Ruberoid 30' . or"Ruberoid Mop Plus Granule"(granule).
C. "Ruberoid Mop Granule","Ruberoid Mop Plus Granule","SBS HW Surfacing: Gravel,400 lbs/sq,loose laid or applied in a flood coat of hot
Granule","SBS HW Plus". roofing asphalt.
D. "Ruberoid Mop 170 FR(1 sq)","Ruberoid Mop 170 FR(l/2 sq)". 2. Deck:NC Incline:1/2
E. "Ruberoid Mop FR 2 Ruberoid 30 FR","Ruberoid SBS Heat Weld 170 Base Sheet(Optional): One or more layers Type GI,G2 or G3.
FR". Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
F. "Ruberoid 20","SBS HW(Heat Weld)25". "Ruberoid Torch Granule Plus''. "Ruberoid Mop"(Smooth or Granule)
G. "Flame Free 180 FR","Ruberoid Torch FR","Brai Supreme Plus APP or"Ruberoid Mop Plus Granule".
Granule FR","GBSP-250FR","Brai Supreme-APP Granule FR". Coating: Karnak No.97,1-1/2-3 gal/sq.
Unless otherwise indicated,the Modified Bitumen(Granule)membrane may 3. Deck:NC Incline:1/4
be surfaced with"Fireshield MB"at 2.5-3.0*al/sq,and the incline of the
resultant system would be increased to a 3/4 in.incline.But if the incline of the Insulation (Optional): One or more layers perlite, wood fiber, glass
Classified system is greater than a 3/4 in. incline, the incline of the roofing fiber,any thickness.
system would be maintained when surfaced with"Fireshield MB"at 2.5-3.0 Base Sheet(Op ti0 11): 'One or more layers Type G1,G2 or G3.
gal/sq. Membrane: One oc-more layers"Ruberoid Torch"(Smooth or Granule),
Unless otherwise indicated"Ruberoid EnergyCap SBS 30FR"is an accertable "Ruberoid Torcfi Granule Plus","Ruberoid Mop Granule"or"Ruberoid
alternate for"Ruberoid 30 FR"or"Ruberoid Mop 170 FR" in any app icable Mop Plus Granule".
Classification. Coating: Katndk No;--97-,4_-l/2-3 gal/sq.
Class A-Ballasted 4. Deck:C-15/32 - _ - Incline:1/�
1. Deck:NC Incline:2 Insulation: One or more layers Perlite,glass fiber, isocyanurate, ure i
Insulation: One or two layers"Isotherm R",any thickness,loose laid or thane,perlite/isocyanurate composite,perlite/urethane composite,phe- ..':
mechanically fastened. nolic, 1-1/2 in.min thickness(offset from plywood joints 6 in.).
Membrane: Any UL Classified membrane used in a ballasted system. Base Sheet: One or more layers Type G2 or C3.
Surfacing: .,,River bottom stone,3/4 to 1-1/2 in.diam, 1000 lbs/sq. Ply Sheet(Optional): One or more layers Type G1.
2. Deck:.C-15/32.. incline:1/4(NC-2) Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
Insulation: Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in. "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule)
Membrane: "Ruberoid Torch Granule 1"(modified bitumen). _-"Ruberoid Mop Plus Granule".
Surfacing: Gravel at 400 lbs/sq, loose laid or concrete blocks, at 10 Sur-facirig;, Karnak No.97,1-1/2-3 gal/sq.
lbs/sq and spaced not more than 1/8 in. 5. Deck:NC Incline:1/2
3. Deck:NC Incline:3 Base Sheet(Optional): One or more layers Type GI,G2 or G3.
Insulation(Optional): Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in. Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule),
Base Sheet(Optional): Type 15 asphalt organic felt or Type G2. "Ruberoid'Torch Granule Plus".
Membrane: "Ruberoid Torch Granule 1"(modified bitumen). Surfacing (Optional): -Karnak "No. 97" or "169" at 1-3 gal/sq or-
Surfacing'.'•.Gravel' Grundy Ind."20 F Emulsion"at 3 gal/sq.
d. Deck:C-15/32 Incline: 1/4 6. Deck:C-15/32 ( Incline:1/2
LOOK"FOR THE-UL'MARK'ON PRODUCT 1
2007 ROOFING MAI hKIALZ)r.r.o
ROOF COVERING MATERIALS(TEVT)
195
4;. ROOF COVERING MATERIALS(TENT) Roofing Systems(TGFU)—Continued
A Roofing Systems(TGFU)—
Continued
lass fiber,3/4 in.min,isocya- Ply Sheet (Optional): One or more layers Type G-1,hot mopped in
Insulation: One or more layers perlite,g elite/urethane com- place•
l nurate,urethane;perlite/isocyanurate composite,pe Membrane: One layer"Ruberoid Torch Smooth"(smooth),"Ruberoid
,) *' posite,1-1/2 in.min.
Mop Smooth" ranula).
s' r, tional): One or more layers Type GI,G2 or G3. Membrane: One layer"Ruberoid Moprat 0 R'/2
e h i. Base Sheet(Op' 19. Deck:NC
;•• �j; Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Insulation (Optional): One or more layers perlite,glass fiber,rsucya
"Ruberoid Torch Granule Plus","Ruberoid Mop"'(Smooth or Granule)
i:.
• or"Ruberoid Mop Plus Granule". nurate,urethane or perlite/isocyanurate composite,any thickness.
t %. Base Sheet: One or more plies Type GI or G2,hot mopped or adherei
Surfacing: Gravel. Incline:1/2
."•7: Deck:C-15/32 with Karnak Chemical "No. 81" or Gibson-Homan 'No. 6160" colt
rr applied adhesive at 1-1/2 gal/sq.
•e Insulation lOptionaU: One - more layers
composite,sper e
p Membrane: One layer"Ruberoid Mop 170 FR",hot mopped or adhere
i•. fiber,i5Ucyanurate, urethane, per'I1Te/a Me composite.
urer,iyo composite,wood fib isay with Karnak Chemical "No. 81" or Gibson Homan "No. 6160" col
applied adhesive at 1-1/2 gal/sq.
Base Sheet Two or more layers Type G2 or G3. 20 Deleted
id „ Ply Sheet(Optional): One or more layers Type G1. Incline:1/2
Membrane: One or mere layers"Ruberoid Torch"(Smi oth or Granule), 21 Deck:C 15/32 rlite,glass fib
id ;• insulation(Optional): Polyisixyanurate,wiwd fiber,pe
"Ruberoid Torch Granule Pius "Rul !aid Mop" (Smooth or Granule) any thickness,hot mopped or mechanically fastened.
or"Ruberoid Mop Plus Granule". g or ravel. lies T G2"GAFGLAS#75"base slice'
or :i Surfacing. Karnak No.97,1-1/2-3 al/sq g Base Sheet: One or more p Type
Incline:1/2 hot mopped or mechanically fastened. pped. I
g. Deck NC Membrane: One or more plies'Ruberoid 30 FR"hot mo m ']a'
Insulation: One or more layers perlite,glass fiber,3/4 itr.min,isocya- Incline:1/2
Ily nurate,urethane,perlite/isocyanurate composite,perlite/urethane corn- 22 peck:C-15/32
site,1-1/2 in.min. ars T G1,G2 or G3. Insulation (Optional): Polyisocyanurate, wood fiber, perlite,or gl:
Po fiber any thickness,hot mopped or mechanically fastened.
7•'•• Base Sheet(Optional): One or more lay Type
,;.,�- Base Sheet: One or more plies Type G2"GAFGLAS#i75"hot mopF
or ,;n� Membrane: One or more layers"Ruberoid o dTMop"(Smooth or Granule) or mechanically fastened.
"Ruberoid Torch Granule Plus",
or"Ruberoid Mop Plus Granule".
Ply Sheet: One or more plies"Ruberoid 20",hot mopped in place.li
Incline:1/2 Membrane: One or more plies"Rube"Ruberoid
g:
FR"%�of mop P
Surfacing: Grundy"ALM Aluminum Roof Coating at 1 2 gal/sq.
Deck:C 15/32 lass Fiber,3/4 in. 23. Deck:C-15/32 or mechanic
Insulation(OptionaU: One or more layers peraitee,composite, perlite./ Insulation(Optional): Fiber glass or perlite,mechanically fastened
anurate, urethane, perlite/isocy Base Sheet: One or more layers Type G2,hot mopped or mechanic
I or •;,.: min, isocy fastened.
`5,.. urethane composite,phenolic,1 1/2 m.men•
• +<-.; Ply Sheet: Two or more layers Type Gl,hot mopped
Base Sheet: One or more layers Type G2"GAFGLAS#f75 Base Sheet", fastened.
hot mopped or mechanically'fastened in place.
x x, Membrane: "Ruberoid 30"or"Ruberoid Modified Cap Sheet 60]',
Ply Sheet: One or more layers Type Gl"GAFGLAS Ply 4",hot mopped mopped in place.
lass -
rte/ ?` in place. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alumu
�:;.:: Membrane: "Ruberoid Mop 170 FR".
Surfacing (Op Asphalt Roof Coating"or"Karnak No.97 Asbestos Free Aluminum
any (optional): "GAF Fibered Aluminum Coating" at ] 1/2
" rr. gal/sq or"GAF Weather Coat Emulsion"at 3 gal/sq. Coating"at 1 to 2 gal/sq. Incline:1/4
24. Deck:NC elite, glass fiber or v
'41W.Deleted
le), Insulation (Optional): Polyisocyanurat
.`ie, pe
a ;� ,.
ole) ?d1: Deleted fiber,2 in.max.
¢ Deleted Base Sheet: Type 15 asphalt organic felt or Type G2, mechani
'
f hot '.:Deleted fastened or adhered with hot roofing asphalt.
'1 Deleted / Incline:1/2 Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
Bek=C 15/32,• Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alum
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Asphalt Roof Coating"or"Karnak No.97 Asbestos Free Aluminum
`.'.,perlite/isocyanurate composite.
ule), Coating'"at 1 to 2 gal/sq. Incline:1/4
rule) Base Sheet: One or more layers Type G2 or G3 base sheet,hot mopped Deck:C-15/32
or mechanically fastened.
ply Sheet (optional) Insulation: Two layers glass fiber(staggered joints),1 in.each.
.-I tional): One or more layers Type Gl, hot mopped Base Sheet: Type G2, mechanically fastened or adhered -it
it place. roofing asphalt.
„..
-Membrane: "Ruberoid.Mop 170 FR" Incline:1/2
glass D,ick:G 15/32 anurate, urethane or Membrane: "Ruberoid Torch Granule 1"(modified lumen.
Insulation (Optional): Perlite, fiber glass, isocy Surfacing: -Karnak Chemical "Karnak No. 97 Fibrated Alur
.from joints- Asphalt Roof Coating"at 1 to 2 gal/sgIncline:1/4
rule), .a perlite/isocyanurate comp y te•Type G 2 or G-3 base sheet,hot Mopped 26 peck:NC
ecoid :'s %Base Sheet: One or more layers T
Membrane: "Ruberoid Torch Granule 1"(modified bitumen).
mechanically fastened. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alut
' PIy Sheet (Optional): One or more layers Type G-1, hot mopped in
place Asphalt Roof Coating'"at 1 to 2 gal/sgincline:1/2
f 27. Deck:NC
Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop (Optional): Perlite, wood fiber ur glass fiber, 1 it
ure- insulation (Op
;•:-•Smooth"• mechanically fastened or adhered with hot roofing asphalt.
phe iw Membrane: One layer"Ruberoid MoPncl FR".
I Base Sheet: Type G2 or."Flex Base 60"(modr6ed bitumen),m
7":!-Deck:NC wood fiber, isocyanurate, tally fastened or adhered with hot roofing asphalt.
Insulation (Optional): Perlite, fiber glass,
.,:.,.urethane or perlite/isocyanurate composite. Membrane: "Ruberoid Torch Granule 1 heat fused.
nule), '' Surfacing: Monsey Products "Endure Aluminum Roof 5
+. ', :Base Sheet: One or more layers Type G2 or G3 base sheet,hot mopped „Weather Check"or"Pro-Grade Aluminum Roof Coating",1.5
.inule) 4 ''.or mechanically fastened. a Gl, hot mopped in Incline:1/2
mi 2R. Deck:NC lass fiber or isocya
4 '€
Sheet (Optional): One or more layers Type Insulation lOptionaU: Per
litewood fiber'g
p 'p�re urethane board,2 in.may,mechanically fastened.
Membrane: One layer"Ruberoid Mop 170 FR" G2 (modified bitumen), mechanically (alt
incline:1/2 Base Sheet: Type
Deck:NC adhered with hot roofing asphalt.
mule), ;i K. tional).. Perlite, fiber lass, wood fiber, isoc anurate,
g Y
•;:8nsuladon (Op Membrane: "Ruberoid Torch Granule 1" (modified bitume
t5ilte or perlite/isocyanurate composite.
/sq or k''rise Sheet(Optionaq: One or more layers Type G 2 or G 3 base sheet, fused.
"`'hot mopped or mechanically fastened.
LOOK.FOR:THE UL MARK ON PRODUCT
MIAMI, MIAMI-DADE COUNTY
M PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera
116ral Roofing LLC.
7575 Irvine Center Drive,Suite 100
Irvine,CA.92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Atlantis Shake&'Slate 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 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#09-0422.11 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
�►'� NOA No.: 12-0308.12
CMIAMIK�EDCOUNTY Expiration Date: 12/16/12
Approval Date: 06/21/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a system using Atlantis Shake& Slate Concrete Roof Tile, as manufactured Boral Roofing LLC in
Pompano Beach, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Atlantis Shake&Slate 1= 16" TAS 112 Flat, interlocking,high pressure extruded concrete
Concrete Roof Tile w= 10" shake and slate roof tile equipped with two nail
1 '/<"thick holes. For direct deck,mortar or adhesive set
applications.
Trim Pieces 1=varies TAS 112 Accessory trim, concrete roof pieces for use at hips,
w=varies rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2. 1 PRODUCT DESCRIPTION
1. Pompano Beach,FL.
2.2 SUBMITTED EVIDENCE:
Test Azency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering, Inc. 94-084 PA 101 (Mortar Set) May 1994
(Adhesive Set)
The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4" Headlap,Nails,Direct Deck,
New Construction)
The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4" Headlap,Nails, Battens)
NOA No.: 12-0308.12
MIAMI•DADE COUNTY
...� , Expiration Date: 12/16/12
Approval Date: 06/21/12
Page 2 of 7
2.2 SUBMITTED EVIDENCE:
Test Azency Test Identifier Test Name/Report Date
The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4" Headlap,Nails, Direct Deck,
Recover/Reroof)
The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws, Direct Deck)
The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws, Battens)
The Center for Applied 25-7214-1 Static Uplift Testing March, 1995
Engineering, Inc. PA 102
(1 Quik-Drive Screw, Direct Deck)
The Center for Applied 25-7214-5 Static Uplift Testing March, 1995
Engineering,Inc. PA 102
(1 Quik-Drive Screw,Battens)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix 11 PA 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108(Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 PA 100
Professional Service Industries, 224-47099 Physical Properties Sept. 1994
Inc. PA 112
Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998
Service 520111-4 PA 101 March 1999
520191-1
Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007
Walker Engineering, Inc. Calculations Moment of Gravity August 2007
Walker Engineering, Inc. Calculations 25-7094 February 1996
Walker Engineering,Inc. Calculations 25-7496 April 1996
Walker Engineering,Inc. Calculations 25-7584 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Calculations 25-7183 March 1995
Walker Engineering, Inc. Calculations Aerodynamic Multipliers April 1999
Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999
NOA No.: 12-0308.12
MIAMI-DAD'COUNTY Expiration Date: 12/16/12
Approval Date: 06/21/12
Page 3 of 7
2.2 SUBMITTED EVIDENCE:
Test Aeency Test Identifier Test Name/Report Date
Nutting Engineerins TAS-112 13343.1 June 2007
Nutting Engineerins TAS-112 13343.1 March 2009
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.
3.7 May be installed on slopes 7:12 and greater with a minimum of two screws.
4. INSTALLATION
4.1 Atlantis Shake and Slate 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)
Atlantis Shake & Slate Tile 8.5 1.33 0.833
Table 2: Aerodynamic Multipliers - (ft)
Tile X(ft) X(ft)
Profile Batten Application Direct Deck Application
Atlantis Shake & Slate Tile N/A 0.208
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile 2":12" 311:12" 4":12" 5":12" 6":12" 7":12" or
Profile greater
Atlantis Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Shake & Deck Deck Deck Deck Deck Deck
Slate Tile N/A 6.17 N/A 6.11 N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59
NOA No.: 12-0308.12
MuuMi•aape couNTr Expiration Date: 12/16/12
Approval Date: 06/21/12
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Atlantis Shake & 2-10d Ring Shank Nails 30.9 38.1 N/A
Slate Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 N/A
2-10d Smooth or Screw Shank Nails 14.0 18.8 N/A
1 48 Screw 30.8 30.8 N/A
2 48 Screws 51.7 51.7 N/A
1-10d Smooth or Screw Shank Nail 24.3 24.3 N/A
Field Clip)
1-10d Smooth or Screw Shank Nail 19.0 19.0 N/A
Eave Clip)
2-10d Smooth or Screw Shank Nails 35.5 35.5 N/A
Field Clip)
2-10d Smooth or Screw Shank Nails 31.9 31.9 N/A
Eave Clip)
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Atlantis Shake & Slate Tile Adhesive 31.3
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Atlantis Shake & Slate Tile 31VI2-Component Foam Roof Tile Adhesive AH-160 118.9
3M 2-Component Foam Roof Tile Adhesive AH-160 40.4
3 Large paddy placement of 45 rams of 3M 2-Com onent Foam Roof Tile Adhesive AH-160.
4 Medium paddy placement of 24 rams of 3M 2-Component Foam Roof Tile Adhesive AH-160.
Table 8: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Atlantis Shake & Slate Tile Mortar Set 39.0
5 Seespecific mortar manufacturers Notice of Acceptance
NOA No.: 12-0308.12
MIAMI•DADE COUNTY Expiration Date: 12/16/12
Approval Date: 06/21/12
Page 5 of 7
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below),or following statement: "Miami-Dade County Product Control Approved".
PH
BORAL ROOFING LLC ATLANTIS SHAKE AND SLATE CONCRETE ROOF TILE(POMPANO BEACH,FL.)
(LOCATED ON 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 the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 12-0308.12
MIAMIOADE COUNTY
Expiration Date: 12/16/12
Approval Date: 06/21/12
Page 6 of 7
PROFILE DRAWINGS
'I•�Iz"
WATERLOCK� !i
. ``�;•.'
OVERLAY
Vt
WATERLOCK '�., V�'`
r
t1•:: - — _ 16118"•..,.
OVERLAY ;. :•
S•'
ATLANTIS SHAKE&SLATE CONCRETE ROOF TILE(POMPANO BEACH,FL.)
END OF THIS ACCEPTANCE
NOA No.: 12-0308.12
MIAMFDADE COUNTY Expiration Date: 12/16/12
Approval Date: 06/21/12
Page 7 of 7
MIAMI-DADE COUNTY
MI® PRODUCT CONTROL SECTION
I 11805 SW 26 Street,Room 208
Miami,Florida 33175-2474
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA )315-2590 F(786)315-2599
BOARD AND CODE ADMINISTRATION DIVISION 1 (786w�vw mia - de.00v/neva
NOTICE OF ACCEPTANCE OA
3M Company
3M Center Building 0220-05-E-06
St.Paul,MN.55144-1000
SCOPE: inge use of onstruction
This NOA is being issued under the applicable rules and regulations
nCoun y PERAC Product Controlrials.The
Section to
documentation submitted has been reviewed and acceptedy
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after
stated date County Product Control
and/or the AHJ (in areasreserve the right to
other than Miami Dade County)
Section (In Miami Dade County)
perform in
have this product or material tested for quality assuranceex etnses of such testing product
he AHJ fails may immediatel y
the accepted manner, the manufacturer will incur P
revoke, modify, or suspend the use of such product mi Dade County Product Control Secmaterial within their jurisdiction. tion hat reserves
or
to revoke this acceptance, if it is determined by Mt
material fails to meet the requirements of the applicable building code.
This roduct is approved as described herein,and has been designed to comply with the Florida Building Code
P
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:3Mrr'12-Component Foam Roof Tile Adhesive AH-160 state and following
or
LABELING: Each unit shall bear a permanent label olvedth heunlessf otherees name rwise noted he�e n,,city,
statement:"Miami-Dade County Product Control App
RENEWAL of this NOA shall be considered after a renewal application
h s product has been led and there has been no change
the
in building code negatively affecting the performance
product,for
TERMINATION of this NOA will occur after theexpiration
process Misuse of this NOA as an endorsement of any p en a revision or change in t e n of
materials,use,and/or manufacture of the product or process.
sales,advertising or any other purposes shall automatically of NOA.terminate this NOA. Failure to comply with any section
this NOA shall be cause for termination and removal
TISEMENT• The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
ADVER
'ration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be one
expt
in its entirety. r by the
INSPECTION: A copy of this entire NOA shall be provided ththe use
e Building Official ufacturer or its distributors and
shall be available for inspection at the job site at the request of t
This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0228.18�
Expiration Date:05/10/17
Approval Date:05/10/12
M1 MFWIDE.00LJN Y Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as
determined by applicable building code,does 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 tiles
system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a
moment based system for single patty placement,and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Descrintion
Specifications
3MTm 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF 1000 N/A Dispensing Equipment
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 moment
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160
roof the adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Test Results
Pro
Density ASTM D 1622 1.6 lbs./ft.'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Fe
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 6Volume Change @-40*
.0%/Volume Change @ 15 8F.F1 0% Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
NOA No.: 12-0228.18
Expiration Date:05/10/17
MIAMFDADENOUNW Approval Date:05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high the profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDL-STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F — W
2
F'=
MS
NOA No.: 12-0228.18
Expiration Date:05/10/17
MIAMFWCDEGOUNTY Approval Date:05/10/12
"'• ' NOW Page 3 of 7
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists uplift 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,expressed as an uplift based system,to meet or exceed the uplift resistance 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
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 2 to 3 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.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Single Paddy WeigJan
Two Paddy Weight per
Min.(grams) paddy Min.(grams)
Flat,Low,Hi Profiles #1 35 N/A
Hi Profile 2 Piece Barrel #1 17/side on ca and 34/ N/A
Flat,Low,High Profiles #2 24 N/A
Flat,Low,High Profiles #3 8
NOA No.: 12-0228.18
Expiration Date:05/10/17
LAM WADE COUNTY Approval Date:05/10/12
Page 4 of 7
LABELING:
All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nal ftw*onk cement Pa*(Beneath TIM) Nail#n"h plastic cement pa&llf(8-4 Till)
Undular-4 Undarlayment
1
101
21n
hVIC04160 •
Fascia Ea"Copse Feuds
WOO&
Em course only: Em wase onh. Emdom
Keep adhe*e VML Keep&**"appm Ddpodp
Em cman 4 In.up Imm Weeplid" 4 In.up from weepholes
A evowh plasft coment Opdonal 2ifs
Nfor
Paddy(Beneath Tile) 1)place enough adiesive to wM"17 to 23 a be * appkaftm Kai"h plastic owd
UPON Inch"In Contact With on Pon 1116 PINtch
Turn covers upW*dmL place adlinlye,U2 In.
To i In.From outskle Wgo of cover We.
1 Than Install to lie. 0
i UrW4*"nt
tOh 21n. 0
EmCmu
EM Cloeae Remov
Eavu�cmu 0*.
K" dthaw109 pwft" Sheathing
p Aabaftsj"aA*P*PM=L Fascla
twer 111.
AM W S000011 Coursed Optional
pan dkL Ensure am mul of POW*Moft
Pon&W CNN 6"an, onleallbanal
Watta"Ine. 1418 of tk
Em dostse Weephole Fuda
(moft am-)
NOA No.: 12-0228.18
Expiration Date:05/10/17
MIAMMMDECOUtYTY Approval Date:05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
,SINGLE PATTY
Nail through plastic cement Paddy(Beneath Tie) Nall through Plastic cement Paddy(Beneath Us)
Undedayment Undedayment
_ o
7 In. In.
7 IM:-0 21n.
Er4 Course
Fascia Fascia
Wapitis
%Ean Caine Eavo closure
04 edge
Es"Cl=n
Nall through Plastic cement Paddy(Beneath Tie)
Undulaymant -S
7 In. In. -S
Em Closure
Em Course Fascia
NOA No.: 12-0228.18
Expiration Date:05/10/17
%MLAMMADE C04J Approval Date:05/10/12
�Fj;12x4n;11j Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement Paddy Nail through plastic cement Single paddy under die
(between tile) Undedayment Single paddy between Ole
Paddy 21n.x 11n.medium
• (under die) I size paddy two
jl course only
Single d
O,,e'3-,In x 3 In
31n undo die
Tx 3 in. in. 2 In.
Single
Single paddy on 2 In. 4 In.
under- paddy on
layment under
layment
Single paddy Fascia
Eave course on top of file Welowe
Single paddy in.X 7 In.medium CoEavoI Eave clasure
on top of the % u DrIFasda course only p edge
Nail through plastic cement Single paddy
under Ole Single paddy
between the
3 In.x 3 In. 41n
Single paddy
on undedayment 2 n.
Single paddy Eave Closure
on top of tile 2 In.x 7 in.medium
size paddy eave course only
Eave Course Fascia
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
% Expiration Date:05/10/17
LAM I-DAD E COKU Approval Date:05t10/12
I=JNTY
�Fnzi-aeriviPage 7 of 7
INSPECTION RECORD POST ON SITE
`SN T" - Permit NO. RF-7-1 2-1311
�� Miami Shores Village
10050 N.E.2nd Avenue Permitype:Roof
.. Miami Shores,FL 33138-0000
Work Classification:Tile
h" o3 Phone: (305)795-2204 Fax: (305)756-8972
�ORIOp'
Issue Date: 7/24/2012 Expires: 01/20/2013
INSPECTION REQUESTS: (305)762-4949
REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY.
Roof Parcel#:1132050090520
Owner's Name: Owner's Phone:
Job Address: 9767 NE 13 Avenue Total Square Feet: 1754
Miami Shores FL
Total Job Valuation: $ 14,000.00
Bond Number:
WORK IS ALLOWED MONDAY THROUGH SATURDAY,
Contractor(s) Phone Primary Contractor 7:30AM-6:OOPM.NO WORK IS ALLOWED ON SUNDAY
OR HOLIDAYS.
OBENOUR ROOFING SHEET META 305-757-2612 Yes
BUILDING INSPECTIONS ARE DONE MONDAY
THROUGH THURSDAY. ROOFING INSPECTIONS ARE
DONE MONDAY THROUGH FRIDAY. NO BUILDING
INSPECTIONS DONE ON FRIDAY.
1 od ,I [! �
COLOR THROUGH CONCRETE TILE OR SOLID CLAY TILE REQUIRED.
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
INSPECTION RECORD
ZONING PLUMBING
11
INSPECTION DATE IN I INSPECTION I DATE I INSP INSPECTION I DATE INSP
Foundation Zonin Final
Stemwall ZONING COMMENTS Rough
Slab Water Service
Columns 1st Lift 2nd Rough
Columns 2nd Lift Top Out
Tie Beam Fire Sprinklers
Truss/Rafters Septic Tank
Roof Sheathing Sewer Hook-up
Bucks Roof Drains
Windows/Doors ELECTRICAL Gas
Interior Framing INSPECTION DATE INSP LP Tank f
Insulation Temporary Pole Well
Ceiling Grid 30 Day Temporary Lawn Sprinklers
Drywall Pool Bonding Main Drain
Firewall Pool Deck Bonding Pool Piping
Wire Lath Pool Wet Niche Backflow Preventor
Pool Steel Underground Interceptor
Pool Deck Footer Ground Catch Basins
Final Pool Slab Condensate Drains
Final Fence Wall Rough HRS Final
Screen Enclosure Ceiling Rough
Driveway Rough PLUMBING COMMENTS
Driveway Base Telephone Rough
Tin Cap Telephone Final
Roof in Progress TV Rough
Mop in Progress TV Final
Final Roof Cable Rough
Shutters Attachment Cable Final
Final Shutters Intercom Rough
Rails and Guardrails Intercom FinalMECHANICAL
ADA com liance Alarm Rough INSPECTION DATE INSP
FINALAlarm Final Underground Pipe
DOCUMENTS Fire Alarm Rough
Soil Bearing Cert Fire Alarm Final Rough
Soil Treatment Cert Service Work With
Floor Elevation Survey Ventilation Rough
Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough
Insulation Certificate Pressure Test
Spot Survey Final Hood
Final Survey Final Ventilation
Truss Certification Final Pool Heater
STRUCTURAL COMMENTS Final Vacuum
• MECHANICAL COMMENTS
INSPECTION DATE INSP
Final Sprinkler
Final Alarm
