RF-12-1269Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 178295 Permit Number: RF -7 -12 -1269
Scheduled Inspection Date: October 10, 2012
Inspector: Bruhn, Norman
Owner: CHURCH, ST ROSE OF LIMA CATHOLIC
Job Address: 415 NE 105 Street
Miami Shores, FL
Project: <NONE>
Contractor: ISAACS ROOFING & INSULATION CORP
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number (305)758 -0539
Parcel Number 1122310430010
Phone: (305)234 -5234
Building Department Comments
RE -ROOF TILE AND FLAT
Passe
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 175668. Not ready NB
October 09, 2012
For Inspections please call: (305)762 -4949
Page 23 of 46
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Notes
NOTICE OF COMMENCEMENT
A RECORDED COPY GMT BE POSTED ON TIC Jett SAT
PERMIT NO. AO /2-4 •:f r TAX OLIO
STATE OF FLORIDA:,,
COUNTY OF MIAMI -DADS
THE f krl win be made to certain real'.
th'( , „ 71 3, I , the b�Wrig ProPe►Y hformatiort
1 11111111111111111111111111 1111111111 11111111
CFN 2O12RO5147O7
OR Bk 2819E Ps 1492; (1ns)
RECORDED 07/23/2012 11 :40:15
HARVEY RUVIN, CLERK OF COURT
HIAtiI -DADE COUNTY, FLORIDA
LAST PAGE.
1. Legal descr ptio elpr rty,a
2. Description of improvement
tleddr !S .No /0,ys.1-_
tr
mt of
8 . Lenn r }(7~ i
SeCti 713 73(1Pe►soiis Wtt S z� Y` iia a ok OWner Upon whom notices or
*r a
g ,
OthBr dOpR11er1tq Abe served l fiS °prDldded by
N� Ai'ttiita�d °sii4'1 n,si.:�+'..a•t::�...
8 m addition htmself; O fi fes fopobvU
rg per�n(s) to race a
71 %1iIorl4Stie� _- :WS
t�
Name dares s
9. Expiration d of Hits Notice of Coferri etheht•
011 date l?i 11r iiii irOt I
W Yi10yi1N1Oi� PA 'a
YMEl rs MADE BY OWNIERAFi R THE RA`I1Otd OF I�ERID
CHAPTER. 713. PART 1 CTION 713.13. A §TA
I TOY•
FF"�s . IF • N�,�7E D YO B , CO SULT 61 UR. ORltip o s 0tt� I� NG FTHE
OR RECORDING YOUR NOTICE OF COMMENCEMENT. . , YQUR LE,NI7ffFi Q � J1 N p IG. WQR!{
C:QdI�iT _
Sr
Print Name ���`
keger/Partner/Markiger
PrepareA By,. _i: /, . ; ..
STA
,v .. for
Persdr��° Litt °"
A
K
'identification:
Print Name:
(SEAL)
IA 2C'I•, i1r ..11 T• nI•
Under penal$ bf pet, y,. fuereitiA that 1 have read ilia f i eg&kig a}rd';
that the facts stated In it are true, to the best of my knowledge and belief. .
Stgna, ;" ) of a s or i- BONDED THEW ATLANncBOxnnvccO,INC.
- s Al s •` • Officer/ Director /PartneriManager who signed above:
By
nwrintatz
NOT PiJ Uc :'iTATE OF FLOR Dg
Reina Pine •
Commission # EE092375
Expires: MAY 10, 2015.
123.01 -52 PAGES 210
By
STAOF FLORIDA, COUNTY OF DADE
I HEREBY Y CERTIFY that this is a true copy of the
orllglr►a! 12n; re rrL„ day of
WITNESS my hand and G;I ri9;
HAR Y ' i CLERK, of C rcuit e County C.ou1s
D.C.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
U DING
PERMIT APPLICATION
Permit Type: BUILDING
REC=EIVED
FBC,O n
Permit No. eor � 120—i
Master Permit No.
ROOFING
JOB ADDRESS: 4t S tJ t oS Sr.
City:
Folio/Parcel #:
Miami Shores County: Miami Dade Zip:
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): 1 • w :o t A- Phone #:
Address: ��4 i s 0°C. Inc s T
City: /2") • °Afv, �' < S State: Zip: as 1,5r2
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: •SAAC.3 .if 1, 4:: Phone #: O ..S8& 6(SJ-
Address: e12 -2.5 .S . 17 l vAc li-k0.4)
City: ‘----0s `,M €"r t 'A'( State: C) . Zip:
Qualifier Name: Al A.si NS CO .Th.ni Z,.A4 'L Phone#:
State Certification or Registration #: C c.c., 3 25 SS G Certificate of Competency #:
Contact Phone #:1$G, • Zvi '1 S. CAI Email Address:
DESIGNER: Architect/Engineer: Phone #:
®o
Value of Work for this Permit: $ 1221600 ® Square/Linear Footage of Work: 2o,'1v0 0 5 iF ;•
Type of Work: ❑Addition OAlteration UNew epair/Replace ❑Demolition
Description of Work: 'ZS -1V-00 `r' 'no -Ca d'd c, � r4�t 'Co °C-1 AI
Color thru tile:
**** *** * * * * * * *:x***Fees* * ** **** ****** * *** ** ***mix *** * ******* * * **
Submittal Fee Permit Fee $ 7 CI CCF $ CO /CC $
Scanning Fee $�'' Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ A 4 30
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 MR 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 apprpved and a reinspection fee will be charged.
Signature Z(1�.�t„.c'�Kl��"'�"'Y Signature
The forging instrument was acjjCn�wldged ,belfore me thi
day o()0(12) , 20 /t,
IS
Contractor
The foregoing instrument was acknowledged before me this
) �
day of - i\- L , 20 ! tby i C d@) 1; arm"`'
who is personally known to me or who has produced
as identification and who did take an oath.
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign,
Pri
My : mission Expire
NOTARY PUBLIC
STATE OF FLORIDA
Comm# EE095931
5 414 °
**�x***x*av*�:*avav�::x�x****a� :,,.:���* @ �x *+ ��m��x****�x, v�x�a�xa�*a�*+ x+ ux�***: x**+ x+ x*avw* ***+ u�x�z*�x�xm***�x�xx��x� 'Mka*+x*****
NOTARY PUBLIC:
Sign:
Print:
\`\``\ 1111111II
A
ri
ea 40,
My Commission Expires: :�/'4 , ' e °`�: °
,c;
APPROVED BY
0 °�� Plans Examiner
Structural Review
(Revised 3 /I2/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09)
Zoning
Clerk
Permit No: 12 -1269
Job Name:
July 18, 2012
Miami Shores Vivage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Building Critique Sheet
1) Provide approval from Miami Dade County DERM.
2) Section B is incomplete and does not match the job. Follow the directions at the top of
section B and resubmit.
3) Identify the roof system being used for each roof section.
STOPPED REVIEW
I called Alain and the office.
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 762 -4859
Florida Buildin
High Velocity Hurricane Zor
Section A (G`n
)02 /0) 1 HIGH - VELOCITY HURRICANE ZONE!
Master hermit No. La —1)- 1. Y Process No.
Contractor's Name S ec t ,s 4=49 -ei c,
`/3- /Vt /05-5,- ./
Job Address
iLow Slope
❑ Asphaltic
Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
"Mortar/Adhesive Set Tile
0 Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
soo 7%w /8cIeo
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly-14
identify dimensions of elevated pressure zones and location of parapets. 'T(
qo
elfht:bn
164 tell
-F4Y6
F 14-
•Glee. it
�- f Fla (Wilk
.TSd
.75# ?lox Sled
g &veld 61,7
al Fr.
Tile Rua System
"Delivering Excellence Every Day"
Roof System Manufacturer:
Miami-Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Section D Tile Roof System
I Verea
Notice of Acceptance Number (NOA):
11-0722.02
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1:
45.1
P 2:
P 3:
116..2
Maximum Design Wind Pressures, (From the NOA Specific system): 63.212 psf
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box.
Roof Slope:
Roof Mean Height:
"/12"
20
Method of Tile Attachment:
ft.
1—Adhesive, Large Paddy Polyfoam Polypro--
Alternate Method of Tile Attachment per NOA:
Drip Edge Size & Gauge:
Drip Edge Material Type:
Edge Fastener Type:
[-3" face 26 ga.-:
--Galvinized Metal--
1/14" ring shank
Hook Strip/Cleat gauge or weight:
— Select Hook Strip —
Deck Type:
6
11
6" T &
Optional Insulation:
In a
Optional Nailable Substrate:
n/a
Optional Nailable Substrate Attachment:
Basesheet Type:
30#
Fastener Type for Basesheet Attachment:
1 1/4" ring shank and nails.
Tile Underlayment (Cap Sheet ) Type:
90#
Tile Underlayment Attachment Method:
hot mopped
Tile Profile:
Section 1F.
MIAMI
"Delivering Excellence Every Day"
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P1:i4�•1 xA,
P 2: (78.6 ._.. x
P3:1116.2 x
29.08
42.99
- Mg:
- Mg:
- Mg:
6.21
6.21
= Mr1:
= Mr2:
= Mr3:
10.00
22.87
36.78
5
5
5
63.21
63.21
Method 3 "Uplift Based Tile Calculations Per RAS 127"
NOA Mf
NOA Mf
NOA Mf
For Uplift ba • 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 Fr values, for
each area of the • of, then the tile attachment method is acceptable.
P1:
P2:
P3:
xw:
xw:
x W.
Where to
- W:
- W:
- W:
x cos 0: = Fr1:
x cos 0: = Fr2:
x cos 0: = Fr3:
MIN
tain Information to complete tile calculations
5
NOA F'
NOA F'
NOA F'
Where to Find
Description
Symbol
Design Pressure
P1 or P2 or P3
Table 1 RAS 127,
engineer based on A
by an engineer analysis prepared, signed and sealed by a professional
E 7.
Mean Roof Height
Job Site
Roof Slope
Job Site
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
ct Approval (NOA)
Product A
Product Approv
royal (NOA)
NOA)
Required Moment Resistance
Calculated
Minimum Attachment Resistance F'
Required Uplift Resistance Fr
Average Tile Weight W Product Approval (NOA)
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Calculated
Product Approval (NOA)
Section:C
MIAMI
COUNTY
"Delivering Excellence Every Day"
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Section C page (Low Slope Roof Systems)
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box.
Top Ply:
ROOF SYSTEM MANUFACTURER:
Product Approval (NOA): 08- 1028.02 System Type:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
42.8
(P2) Perimeters:
(P3) Comers:
psf
psf
psf
Maximum Design Pressure From NOA:
Roof Slope:
Parapet Walls:
1/8
Deck Type:
Support Spacing:
Altemate Deck Type:
Existing Roof:
" : 12 Roof Mean Height:
psf
10
No ❑ Yes Parapet wall Height:
— Structural Concrete-
" o/c
ft.
Fire Barrier:
n/a
Vapor Barrier:
Anchor Sheet:
n/a
Anchor Sheet Fastener / Bonding Material:
n/a
Insulation Base Layer Size & Thickness:
1.5" ISO
Insulation Base Layer Fastener / Bonding Material:
Hot asphalt
Insulation Top Layer Size & Thickness:
1/2" Perlite
Insulation Top Layer Fastener / Bonding Material:
[hot asphalt
Base Sheet(s) & No. of Ply(s):
Ruberoid 20
Base Sheet Fastener / Bonding Material:
[hot asphalt
Ply Sheet(s) & No. of Ply(s):
n/a
Ply Sheet Fastener / Bonding Material:
ft.
Ruberoid 170 FR
Top Ply Fastening / Bonding Material:
hot asphalt
Surfacing:
In/a
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
n/a
Single Ply Sheet Width:
No. of Single Ply 1/2 sheets:
" 1/2 Sheet Width:
Single Ply Membrane Fastening / Bonding Material:
❑ FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field: ri " o/c @ Laps & rows " o/c
2. Perimeter: Ei " o/c @ Laps & ri rows Ej " o/c
3. Comer: 1-1" o/c @ Laps & rows , " o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: 2. Perimeter: 3. Comer. ri
Insulation Fastener Type :
n/a
WOOD NAILER TYPE AND SIZE:
Wood Nailer Fastener Type and Spacing:
EDGE & COPING METAL SIZES:
Metal Material:
Edge Size:
Hook Strip Size:
Edge Metal Attachment:
— Galvanized Metal-
-3" face 26 ga.—
— SELECT EDGE METAL HOOK STRIP SIZE—
Edge
Coping Material:
— SELECT PARAPET WALL COPING MATERIAL—
Coping Size: ELECT COPING METAL SIZE OR THICKNESS
Hook Strip Size: — SELECT COPING METAL HOOK STRIP SIZE— 1
Parapet Coping Metal Attachment:
Section C2
COUNTY
"Delivering Excellence Every Day"
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing, Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 15 HVHZ, FBC.
13 "x3" drip edge I
Ruberoid
20
170 FR
1.511
ISO
11/2" Perlite
Par et Wall Height
Me Ro of Height
10'
file:/ / /Cl/Documents %20and %20Settings/ sky / Desktop /rooWo20permit%20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM
Section,:C
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day" Section C page (Low Slope Roof Systems)
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Top Ply:
ROOF SYSTEM MANUFACTURER:
Product Approval (NOA): 09- 0224.01 System Type:
Al
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
42.8
(P2) Perimeters:
(P3) Comers:
psf
108
psf
psf
Maximum Design Pressure From NOA:
Roof Slope:
Parapet Walls:
1/8
Deck Type:
Support Spacing:
Alternate Deck Type:
Existing Roof:
0
" : 12 Roof Mean Height:
psf
10
No ❑ Yes Parapet wall Height:
—1" x 6" T & G-
" o/c
ft.
Fire Barrier:
1n/a
Vapor Barrier:
Anchor Sheet:
Anchor Sheet Fastener / Bonding Material:
1 1/4" ring shank nails and tin caps
Insulation Base Layer Size & Thickness:
11.5" ISO
Insulation Base Layer Fastener / Bonding Material:
Hot asphalt
Insulation Top Layer Size & Thickness:
1/2" Perlite
Insulation Top Layer Fastener / Bonding Material:
hot asphalt
Base Sheet(s) & No. of Ply(s):
Ruberoid 20
Base Sheet Fastener / Bonding Material:
Ply Sheet(s) & No. of Ply(s):
n/a
Ply Sheet Fastener / Bonding Material:
ft.
Ruberoid 170 FR
Top Ply Fastening / Bonding Material:
hot asphalt
Surfacing:
Fn /a
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
Single Ply Sheet Width:
No. of Single Ply 1/2 sheets:
Single Ply Membrane Fastening / Bonding Material:
" 1/2 Sheet Width:
FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field:
2. Perimeter:
" o/c @ Laps &
" o/c @ Laps &
rows
"o /c
rows
" o/c
3. Comer: " o/c @ Laps & rows ' " o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: 2. Perimeter: El 3. Comer. Ei
Insulation Fastener Type :
WOOD NAILER TYPE AND SIZE:
2 "x 6"
Wood Nailer Fastener Type and Spacing:
8d 8" o.c.
EDGE & COPING METAL SIZES:
Edge Metal Material:
Edge Size:
Hook Strip Size:
Edge Metal Attachment:
— Galvanized Metal-
- SELECT EDGE METAL HOOK STRIP SIZE --
Coping Material:
Coping Size:
Hook Strip Si
Parapet Coping Metal Attachment:
[— SELECT PARAPET WALL COPING MATERIAL—
ELECT COPING METAL SIZE OR THICKNESS -
ze
— SELECT COPING METAL HOOK STRIP SIZE --
rSection C2
MIAMI'DADE
COUNTY',
"Delivering Excellence Every Day"
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing, Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 15 HVHZ, FBC.
170 FR
Ruberoid 20
3" x 3" Drip edge
75#
—11.5" ISO 1
11/2" Perlite 1
Parapet
Mean
10'
file:// /Cl/Documents %20and %20Settings/ sky / Desktop / root% 20permit %20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM
ft.
Owner's Notification Form HVHZ 2010
"Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the
industry for roofmg system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item, as been explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofmg 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 pa of the agreement between 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 Chapter 16 (High Velocity Hurricane Zones) of the Florida
Build' g Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or
owner 1 hould notify the occupants of adjacent units of roofmg work to be performed.
Via
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. The owner provides the option of
maintaining this appearance.
5. Ponding water: The current roof system and/or deck of the building may not drain well and 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 until the original
roofing system is removed. Ponding conditions should be corrected.
rzz 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. 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. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Owner's /Agent's Signature:
Contractor's Signature:
Date: /
Permit Number:
Property Address: ... f_.
o
M PAMI.
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.eov /pera
Ceramica Verea
Ctra. N -634
San Sebastian, Santiago, Km 683
Lanza S/N 15685 Mesia (Coruna) Spain
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: Clay Spanish "S" 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 NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
APPROVED
NOA No.: 11- 0722.02
Expiration Date: 03/13/13
Approval Date: 02/09/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Clay
1. SCOPE
This approves a roofing system using Clay Spanish "S" Roof Tile manufactured by Ceramica
Verea, S.A. in La Coruna, Spain and is distributed by Ceramica Verea, USA, as described in
Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by
calculations in compliance with RAS 127 using the values listed in section 4 herein. The
attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Dimensions
Clay Spanish "S" Roof L = 19.5"
Tile W = 11.3"
Trim Pieces
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. San Sebastian, Spain
2.2 EVIDENCE SUBMITTED
Test
Specifications
ASTM C1167
ASTM C1167
Test Agency Test Identifier
American Test Lab of South RT0706.01 -11
Florida
IBA Consultants, Inc. 4709 -3
Product
Description
High profile clay roof tile. For direct deck,
adhesive set applications.
Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley terminations
manufactured for each tile profile.
Test Name/Report
ASTM C 1167
TAS 101
Date
07/19/11
12/21/07
NOA No.: 11- 0722.02
Expiration Date: 03/13/13
Approval Date: 02/09/12
Page 2 of 6
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 in accordance with TAS
106 may required, refer to applicable building code.
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 and Neighborhood Compliance Department — Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Clay Spanish "S" Tile and its components shall be installed in strict compliance with Roofing
Application Standard 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)
Clay Spanish "S" Tile
8.3
1.625
0.942
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Table 2: Aerodynamic Multipliers - A (ft3)
Tile
Profile
3 ":12"
A (ft3)
Batten Application
A (ft3)
Direct Deck Application
Clay Spanish "S" Tile
7 ":12"
or Greater
N/A
0.37
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12"
or Greater
Clay
Spanish
"S" Tile
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Direct Deck
6.46
6.36
6.21
6.01
5.74
5.40
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Clay Spanish
"S" Tile
Polyfoam PolyProTM
63.212'
1 Large paddy placement weight 34.6 grams of PolyPro'TM.
NOA No.: 11- 0722.02
Expiration Date: 03/13/13
Approval Date: 02/09/12
Page 3 of 6
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved ".
VEREA SPAIN CE
LABEL FOR CLAY SPANISH "S" ROOF TILE
(LOCATED ON THE SIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in
order to properly evaluate the installation of this system.
NOA No.: 11- 0722.02
Expiration Date: 03/13/13
Approval Date: 02/09/12
Page 4 of 6
PROFILE DRAWING
CLAY SPANISH S ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 11- 0722.02
Expiration Date: 03/13/13
Approval Date: 02/09/12
Page 5 of 6
GREEN SUSTAINABLE ATTRIBUTES (GSA)
SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The
documentation submitted has been reviewed by Miami -Dade County Product Control Section.
G.I
Component Name
ECTANE AND TI
Initial
Reflectance
Clay Spanish "S"
Tile
0.39
Aged
Reflectance
Pending
Initial
Emmitance
0.83
Aged
Emmitance
Pending
Solar Reflectance
Index (SRI)
41
NOA No.: 11- 0722.02
Expiration Date: 03/13/13
Approval Date: 02/09/12
Page 6 of 6
MIAM
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
3M Company
3M Center Building 0220- 05 -E -06
St. Paul, MN. 55144 -1000
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.eov /sera
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: 31WM 2- Component Foam Roof Tile Adhesive AH -160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This 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
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves 3MTM 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 Description
Specifications
3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 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 tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
MIAMI-DADE COUNTY
APPROVED
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.61bs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
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
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25 -743 8 -7
25 -7492
NB -589 -631
9637 -92
01 -6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Test Name/Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
12/28/98
TAS 101 03/02/99
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 tile 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 HANDI -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
Approval Date: 05/10/12
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 RTF1000 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 RTF1000 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 Weight
Min. (grams)
Two Paddy Weight per
paddy Min. (grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece Barrel)
#1
17 /side on cap and 34 /pan
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
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
Nall through plastic cement
Underlayment
(Beneath Tile)
1) Place enough adhesive to achieve 17 to 23 Optional 2x4's for
s
square inches In contact with the pan die
tep pitch applicatlora
To 11n. From 2) Tum covers upside down. Place adhesive 112ln`
Then install the die. de edge ofcovertils /�
101n.
E Course
Underlayment
Nall through plastic cement
Eave course only:
Keep adhesive approx. 41n. up
from weepholes
MIAMI-DADE COUNTY
APPROVED
Faso
Eave Closure
Remo
top portion
of the save
course cover tile.
Abut to second course of
pan tiles Ensure cave end of
pan and cover dies are
flush at ears line.
Eave dosure
(mortar shown)
Weephole Fascia
Sheathing
Optional
Point-up Mortar
an longitudinal
edges of tile
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nail through plastic cement
M
-4 21n. 41116." r
rd."
Fascia
`� �• Weephole
Eave closure
Drip edge
Underlayme
7 In.
Paddy (Beneath Tile)
MIAMI -DADE COUNTY
APPROVED
Nail through plastic cement
Eave Course
Paddy (Beneath Tile)
Underlayment
7 In
in.
Eave Closure
Eave Course
Fascia
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement
Paddy
(between tile)
Paddy
(under tile)
%,''3in.
x3in.
Single paddy on
under-
layment _
Single paddy
under tile
Single paddy
on top of tile
MIAMI-DADE COUNTY
APPROVED
• In. X 7 In. medium
size paddy eave
Fascia course only
Eave course
Nail through plastic cement
Nall through plastic cement
Underlayment
Single paddy under tile
Single paddy between tile
2 In. x 7 In. medium
size paddy eave
course only
Ain. x 3 in.
/ 41n.
Single
paddy on
under -
layment
Single paddy
on top of tile
Eave
Course
Single paddy
under tile
Single paddy
between tile
QP-
in. x3in.
Single paddy
on underlayment
4 in
Single paddy
on top of tile
Eave Course
Eave Closure
2 in. x 7 in. medium
Fasda� paddy eave course only
END OF THIS ACCEPTANCE
Fascia
Weephole
Eave closure
Drip edge
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7
MIA M I.DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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 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.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 1 of 31
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Material:
Deck Tvpe:
Maximum Design Pressure
Roofing
Modified Bitumen
SBS /APP
Wood
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Leak BusterTM Matrix"'
307 Premium Asphalt
Primer
GAF Mineral Shield®
Granules
Leak BusterTM MatrixTM
305 Fibered Asphalt
Emulsion
Leak BusterTM MatrixTM 303
Premium Fibered Aluminum
Roof Coating
LeakBusterTM MatrixTM 322
Elastomeric Roof Coating
LeakBusterTM Matrix"' 306
LeakBusterTM MatrixTM 204
Wet/Dry Roof Cement
GAFGLAS® #75
Base Sheet
GAFGLAS® #80
ULTIMATM Base Sheet
GAFGLAS® Flex PlyTM 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
Test
Dimensions Specification
5, 55 gallons ASTM D41
60 lb. Bags ASTM D1863
100 Ib. bags
5 gallons
1, 5 gallons
55 gallons
55 gallons
1, 5 gallons
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39,37" (1 meter)
Wide
ASTM D1227
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used
for flashing applications only.
Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
ASTM D3019
ASTM D3409
ASTM D4586
ASTM D3409
ASTM D4601
ASTM D4601
ASTM D2178
ASTM D2178
ASTM D3909
Elastomeric roof coating.
Asphalt emulsion fibered.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
Type II Asphalt impregnated and coated
glass mat base sheet.
Type II Asphalt impregnated and coated,
fiberglass base sheet
Type VI asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 2 of 31
Product
GAFGLAS® EnergyCapTM
Mineral Surfaced Cap Sheet
GAFGLAS® EnergyCapTM
BUR Mineral Surface Cap
Sheet
GAFGLAS®
STRATAVENT®
EliminatorTM Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
EliminatorTM Perforated
Nailable
RUBEROID® SBS
Heat- WeldTM Smooth
RUBEROID® SBS
Heat- WeIdTM Granule
Roof Match"'
SBS Mop Granule
RUBEROID® SBS
Heat- We1dTM 170 FR
RUBEROID® SBS
Heat- We1dTM PLUS
RUBEROID® SBS
Heat- We1dT"' PLUS FR
RUBEROID® EnergyCap
SBS Heat- WeIdTM PLUS FR
RUBEROID® Modified
Base Sheet
RUBEROID® SBS
Heat- We1dTM 25
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
various
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
107 sq. ft.
(9.9 m2)
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
Test
Specification
ASTM D3909
ASTM D3909
EnergystarTM
Title 24
Compliant
ASTM D3672
ASTM D4897
ASTM D3672
ASTM D4897
ASTM D6164
ASTM D6164
ASTM D6222
ASTM D5147
ASTM D6164
ASTM D6164
ASTM D6164
ASTM D6164
ASTM D4601,
Type 1I, UL Type
G2 BUR
ASTM D6164
Product
Description
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with
factory applied layer of TOPCOAT®
EnergyCoteTM.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with
factory applied EnergyCoteTM
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in
asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in
asphaltic coating.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with colored mineral granules.
Non -Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Premium glass fiber reinforced SBS -
modified base sheet
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 3 of 31
Product
RUBEROID® Mop Granule
RUBEROID® MOP Smooth
RUBEROID® MOP PLUS
RUBEROID® MOP 170FR
RUBEROID® MOP FR
RUBEROID® TORCH
Smooth
RUBEROID® TORCH
Granule
RUBEROID® EnergyCap
Torch Granule FR
Roof MatchTM
APP Torch Granule
RUBEROID® TORCH
PLUS
RUBEROID® TORCH FR
RUBEROID® 170FR
TORCH
RUBEROID® EnergyCap
SBS Heat Weld Plus FR
RUBEROID® 20
RUBEROID® 30
Dimensions
39.37" (1 meter)
Wide
1 sq. roll
87 lbs.
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D6222
ASTM D5147
ASTM D6298
ASTM D5147
ASTM D6164
ASTM D5147
ASTM D6164
ASTM D5147
39.37" (1 meter) ASTM D6164
Wide ASTM D5147
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
107 sq. ft.
(9.9 m2)
39.37" (1 meter)
Wide
39.37" (I meter)
Wide
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6163
ASTM D5147
ASTM D6163
ASTM D5147
ASTM D6163
ASTM D5147
Product
Description
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -woven polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with colored mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
SBS modified asphalt base sheet reinforce
with a glass fiber mat.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 4 of 31
Product
RUBEROIDD®30 FR
RUBEROID®EnergyCap
SBS 30 FR
RUBEROID®
ULTRACLAD® SBS
RUBEROID® Dual FR
Vent Stacks
(metal and plastic)
GAF Built -Up Roofing
Asphalt
RUBEROID® MOD Asphalt
Asphalt L & Asphalt P
TOPCOAT®
Surface Seal SB
LEAK BUSTERTM
MatrixTM 715 MB
Elastomeric Roofing
Membrane
EnergyCoteTM Coating
VersaShield®
TOPCOAT® FireShield®
MB
Leak BusterTM MatrixTM
531 WeatherCoteTM
Elastomeric Flashing Grade
LeakBusterTM MatrixTM 201
Premium SBS Flashing
Leak BusterTM MatrixTM
102 SBS Adhesive Label
Dimensions
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
39.37" (I meter)
Wide
1001b. cartons,
bulk
601b. kegs
5 gallons
5 gallons
2, 5 gallons
350 sq. ft roll
5, 55 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D6298
ASTM D5147
ASTM D6163
ASTM D6163
ASTM D5147
ASTM D6164
ASTM D5147
TAS 100(A)
ASTM D1929
ASTM D635
ASTM D312,
Types I, II, III
and IV
ASTM D3412
ASTM D21
ASTM D1475
ASTM E1644
ASTM D6083
ASTM -D226
4869 Type I, 1I
ASTM D412
ASTM D21
ASTM 1475
ASTM E1644
ASTM D3019
ASTM D3019
Product
Description
Non woven fiberglass mat coated with fire
retardant, polymer modified asphalt and
surfaced with mineral granules.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Woven fiberglass mat coated with
Polymer modified asphalt surfaced with
aluminum, copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
One -way valve vent used to relieve built -
up pressure within the roof system. GAF
Vent Stacks are available in metal or
plastic.
Interply mopping and surfacing asphalt
SEBS modified asphalt
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Highly reflective elastomeric coating
Non - Asphaltic Fiberglass -Based
Underlayment
Elastomeric roofing membrane
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page 5 of 31
Product
Leak BusterTM MatrixTM 202
SBS Flashing Cement Label
Leak BusterTM MatrixTM
203 Plastic Roof Cement
Label
Leak BusterTM Matrix."'
103 Cold Process Adhesive
Label
LeakBusterTM Matrix"' 304
Non - Fibered Aluminum
Roof
Leak BusterTM MatrixTM
602 MB Xtra Elastomeric
Roofing Membrane
TOPCOAT® MB Plus
Dimensions
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5, 55 gallons
Test
Specification
ASTM D4586
ASTM D4586
Product
Description
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
ASTM D3019 Cold Applied Asphalt Adhesive.
ASTM D2824,
Type I
ASTM D412
ASTM 13117
ASTM C794
ASTM G21
FTMS141.6271
ASTM D2196
ASTM D1475
ASTM E1644
ASTM D412,
ASTM D21,
ASTM D1475
ASTM E1644
Non- fibered. Aluminum pigmented,
asphalt roof coating.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Water - based, low VOC, sprayable
polymeric liquid, which cures to form a
seamless rubber membrane.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 6 of 31
APPROVED INSULATIONS:
Product Name
EnergyGuardTM Fiberboard
EnergyGuardTM Permalite
EnergyGuardm Strip
EnergyGuardTM Recover Board
EnergyGuardTM Tapered Edge Strip
EnergyGuardTM Polylso
EnergyGuardTM RA, RN
EnergyGuardTM Composite, RA
DensDeck®
DensDeck Prime®
DensDeck DuraGuardTM
Structodek®
Structodek® TD
SecurockTM
APPROVED FASTENERS:
Fastener Product
Number Name
1. Drill -TecTM #12 Standard,
#14 and #15 extra Heavy
Duty Fastener, Heavy Duty
Roofing Fastener
2. Drill -TecTM ASAP
3. Drill-Teem CR Base
Sheet Fastener and Plate
4. Drill -TecTM Galvalume
Plates
5. Drill-TecTM Polypropylene
Plates
6. Drill -TecTM AccuTrac
Plate
Table 2
Product Description
Fiberboard insulation
Perlite insulation board
Cut perlite board
Perlite recover board
Tapered perlite board
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate /wood fiberboard or
perlite composite
Water resistant gypsum board
Water resistant gypsum board
Water resistant gypsum board
Wood fiber insulation board
Flame Resistant High Density Wood
Fiber board.
Fiber reinforced roof board
TABLE 3
Product
Description
Insulation fastener and
Base Nay fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -TecTM Various
Fasteners and metal and
plastic plates.
Base sheet fastening Various
assembly.
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
G -P Gypsum Corp.
G -P Gypsum Corp.
G -P Gypsum Corp
Knight Celotex
Knight - Celotex
USG Corporation
Manufacturer
Dimensions (With Current NOA)
Various GAF Materials Corp.
Round Galvalume stress
plates.
Round polypropylene
stress plates.
Square Galvalume® coated 3" Square
steel plate.
GAF Materials Corp.
GAF Materials Corp.
3" and 3 '/2" GAF Materials Corp.
3" and 3 ' /Z" GAF Materials Corp.
OMG
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page7of 31
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
Underwriters Laboratories
Trinity Engineering
Test Identifier Description Date
3029832 4470 -TAS 114 05/11/07
3010215 4470 - TAS 114 03/01/01
3001276 4470 - TAS 114 01/28/99
1B9A8.AM 4470 - TAS 114 09/04/97
3D4Q2.AM 4470 - TAS 114 04/30/97
OD1A8.AM 4470 - TAS 114 04/01/98
TGFU.R19254 UL 790 10/27/06
4483.04 97 -1 TAS 114 06/06/97
PRI Asphalt Technologies, Inc. GAF - 020 -02 -01 ASTM D 249 02/01/02
ASTM D 4977
IRT -ARCON Inc.
Trinity I ERD
02 -005 TAS 114 03/01/02
02 -014 TAS 114 04/08/02
01 -039 TAS 114 03/01/02
G6850.08.08 ASTM D6164 08/29/08
G6850.08.08 ASTM D6163 08/01/08
G6850.10.08 ASTM D6222 10/06/08
G6850.11.08 ASTM D6222 11/05/08
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page 8 of 31
APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type 1I: Wood, Insulated
Deck Description: 19132" or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardTM Polylso, RA, RN, EnergyGuardTM Composite RA,
Minimum 1" thick N/A N/A
Wood Fiber, Structodek ®, Structodek® TD, EnergyGuardTM Recover Board
Minimum 'A" thick N/A N/A
EnergyGuardTM Perlite
Minimum 3/" thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20-40 Ibs /100 ft2. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used
only as base layers with a second layer of approved top layer insulation installed as the final
membrane substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT®
EliminatorTM Perforated Laid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay
board on all polyisocyannrate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non-Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"' Nailabte
Base Sheet, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- WeIdTM 25 base sheet
mechanically fastened to deck as described below;
Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any
Options: of above Anchor sheets attached to deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows
12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any
of above Anchor 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)
NOA No.: 09 -0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 9 of 31
GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
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 Anchor 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 Anchor 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)
GAFGLAS® #75 Base Sheet or any of above Anchor 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)
Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base
Sheet, GAFGLAS® PLY 4, GAFGLAS Flex P1yTM 6, GAFGLAS®
STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base
Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat -
WeIdTM Smooth or RUBEROID® SBS Heat- We1dTM 25 directly over the top layer
of insulation. Adhere with any approved mopping asphalt applied within the EVT
range and at a rate of 20-40 Ibsisq (see General Limitation #4).
Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6
sheet, GAFGLAS® #80, RUBEROID® MOP Smooth, RUBEROID® 20 adhered in
a full mopping of approved asphalt applied within the EVT range and at a rate of
20-40 lbs./sq.
Membrane: One or more plies of RUBEROID® 20, RUBEROID® 30, RUBEROID®
EnergyCap SBS 30 FR, RUBEROID® 30 FR RUBEROID® MOP Smooth,
RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop
Granule, RUBEROID® MOP PLUS, RUBEROID® MOP FR, RUBEROID®
ULTRACLAD® SBS, or RUBEROID® Dual FR fully adhered in an approved
asphalt at an application rate of 25 lb. /sq. ± 15 %.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 10 of 31
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 Matrix"' 103 Cold Process Adhesive applied at a rate of 3 galJsq.
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- 40lbs. /sq.
3. Leak Buster"' MalrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal. /sq.
4. Leak BusterTM MatrixTM 715, Leak BusterTM Matrix"' 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal. /sq.
5. Leak Buster"' Matrix"' 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 lto 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
Approval Date: 04/08/09
Page 11 of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum '/d' Dens Deck or '/2" Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsJsq., 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 Tess 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 to Roofmg 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
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
TGFU.R1306 - Roofing Systems http: / /database.ul.com/cgi- bin/ XYV /template/LISEXT /1FRAME /s...
6. Deck: C -15/32 Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, 9 -in. minimum, polyisocyanurate, urethane, perlite / polyisocyanurate composite,
perlite /urethane composite, 1A -in. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberold® Mop"
(Smooth or Granule) or "Ruberoid® Mop Plus Granule."
Surfacing: — Gravel.
7. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate
composite, perlite /urethane composite, wood fiber / polyisocyanurate composite.
Base Sheet: — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop"
(Smooth or Granule) or "Ruberoid® Mop Plus Granule."
Surfacing: — "Kamak No. 97" applied at 10 to 3 -gal /100 -ft2 or gravel.
8. Deck: NC Incline: 1/2
Insulation: — One or more layers perlte, glass fiber, A -In. minimum polyisocyanurate, urethane, perlite / polyisocyanurate composite,
perlite /urethane composite, 10 in. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more piles "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop"
(Smooth or Granule) or "Ruberoid® Mop Plus Granule."
Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2- ga1/100 -ft2.
9. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — One or more layers perlite, glass fiber, 9 -in. minimum, polyisocyanurate, urethane, perlite /polyisocyanurate
composite, perlite /urethane composite, phenolic, 1A in. minimum.
Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet ", or "Tri -Ply® #75 Base Sheet ", hot mopped or mechanically
fastened in place.
Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or'Tri -Ply® PIy 4" or "GAFGLAS® Ply 6" hot mopped in place.
Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTM' Mop FR."
Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 1O-gal /100 -ft 2 or "GAF Weather Coat Emulsion" applied at
3 -gal /100 -ft2.
167 eck: C -15/32 Incline: •
Insulation ( Optlnal): — Perlite, fiber glass, polyisocyanurate, urethane or perlite / polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral
Surfaced Cap Sheet" or "Tri -PIy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
PIy Sheet (Optional): — One or more plies Type G1, hot mopped in place.
Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap"' Mop FR."
11. Deck: C -15/32 IncMe: 1/2
Insulation (Optional): — Periite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite, butt offset a minimum of
6 -in. from plywood deck joints.
Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -PIy® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral
Surfaced Cap Sheet" or'Tri -PIy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place.
Membrane: — One ply "Ruberoid® Torch Smooth" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop
Smooth Plus" or "Ruberoid® Dual Smooth."
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap'" Mop FR."
12. Deck: NC Incfine: 1
Insulation (Optional): — Perliite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -PIy® #75 Base Sheet" or Type G3 " GAFGLAS® Mineral
Surfaced Cap Sheet" or "Tri -PIy® Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1 hot mopped in place.
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapr' Mop FR."
13. Deck: NC Incline: 1/2
Insulation (Optional): — Periite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite/polyisocyanurate composite.
Base Sheet (Optional): — One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened.
PIy Sheet (Optional): — One or more plies Type G1 hot mopped in place.
Membrane: — One ply "Ruberoid® Torch Smooth" (smooth) or "Ruberold® Mop Smooth" or "Ruberold® Mop Smooth 1.5" or
"Ruberoid® Mop Smooth Plus" or "Ruberold® Dual Smooth."
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberold® Mop FR" or " Ruberold® EnergyCapr' Mop FR."
14. Deck: NC Incline:
9 of 49 7/10/2012 1:37 PM
M1AMNDAD>"
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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 Concrete 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. 08- 0108.06 and consists of pages 1 through 36.
The submitted documentation was reviewed by Jorge L. Acebo
IAPPROVED�
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 1 of 36
ROOFING SYSTEM APPROVAL
Category:
Sub- Category:
Deck Type:
Maximum Design Pressure
Roofing
SBS /APP, Modified Bitumen
Concrete
-495 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Leak BusterTM 3, 5, 55 gallons ASTM D 41
MatrixTM 307
Premium Asphalt
Primer
GAF Mineral ShieldTM
Granules
Leak BusterTM
MatrixTM 305 Fibered
Asphalt Emulsion
Leak BusterTM
MatrixTM 303
Premium Fibered
Aluminum Roof
Coating
Leak BusterTM
MatrixTM 204 Wet/Dry
Roof Cement
Leak BusterTM
MatrixTM 304 Non
Fibered Aluminum
Roof Coating
GAFGLAS® #75 Base
Sheet
GAFGLAS® #80
ULTIMATm Base
Sheet
GAFGLAS®
FIexPIyTM 6
GAFGLAS® Ply 4
601b. & 100lb
bags
5 gallons
1, 5 gallons
1, 5 gallons
5 gallons
39.37" (1 meter)
Wide
39.37" (l meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
ASTM D 1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral ShieldTM Granules shall be used for
flashing applications only.
ASTM 1227 Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
ASTM D-4586
ASTM D -3409
ASTM D2824,
Type I
ASTM D 4601
Type 11
ASTM D4601
Type II
ASTM D 2178
ASTM D 2178
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion to wet
and dry surfaces.
Non-fibered aluminum pigmented, asphalt
roof coating.
Asphalt impregnated and coated glass mat
base sheet.
Asphalt impregnated and coated, fiberglass
base sheet.
Type VI asphalt impregnated glass felt with
asphalt coating.
Type IV asphalt impregnated glass felt with
asphalt coating.
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 2 of 36
Product
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
EliminatorTM
Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
EliminatorTM
Perforated Nailable
RUBEROID® SBS
Heat- We1dTM Smooth
RUBEROID® SBS
Heat- We1dTM Granule
RUBEROID® SBS
Heat- WeIdTM 170 FR
RUBEROID®
EnergyCap SBS Heat
Weld Plus FR
RUBEROID® SBS
Heat- We1dTM PLUS
RUBEROID® SBS
Heat -Weld PLUS 170
FR
RUBEROID® SBS
Heat- We1dTM 25
RUBEROID®
EnergyCap SBS 30 FR
RUBEROID® MOP
Smooth
ULTRACLAD® SBS
Foil -Faced Membrane
RUBEROID®
Modified Asphalt Lite
RUBEROID
Modified Asphalt Plus
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
various
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
1 meter (39.3T')
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
1 sq. roll
101 lb.
60 Ib. kegs
60 Ib. kegs
Test
Specification
ASTM D 3909
ASTM D 3672
ASTM D 4897
ASTM D 3672
ASTM D 4897
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6163
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6163
ASTM D5147
ASTM D6298
ASTM D6298
ASTM D312
ASTM D6152
Product
Description
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in asphaltic
coating with factory perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in asphaltic
coating.
Non -Woven Polyester mat coated with
polymer modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer modified asphalt and smooth
surfaced.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Non -woven polyester mat coated with
polymer modified asphalt. Does not have a
factory applied surfacing.
Woven fiberglass mat coated with polymer
modified asphalt and surfaced with aluminum,
copper or stainless steel foil.
SEBS modified asphalt
SEBS modified asphalt
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 3 of 36
Product
RUBEROID®
Modified Base Sheet
RUBEROID® Mop
Granule
RUBEROID® Torch
Smooth
RUBEROID® Torch
Plus (Granule)
RUBEROID® Torch
Granule
RUBEROID® Torch
FR
RUBEROID® Mop
Plus (Granule)
RUBEROID® Mop FR
RUBEROID® 20
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID® Mop
170 FR
RUBEROID® SBS
Dual FR
Roof MatchTM
APP Granular
Roof MatchTM
SBS Granular
TopCoat®
Surface Seal SB
Leak BusterTM
MatrixTM 715
MB Coating
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
107 sq. ft.
(9.9 m2)
107 sq. ft.
(9.9 m2)
5 gallons
5 gallons
Test Product
Specification Description
ASTM D4601 Premium glass fiber reinforced SBS- modified
Type II, base sheet.
Type G2 BUR
ASTM D 6164 Non -woven polyester mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
ASTM D 6222 Heavy duty, polyester reinforced, asphalt
ASTM D 5147 modified bitumen membrane.
ASTM D 6222 Heavy duty, polyester reinforced, asphalt
ASTM D 5147 modified bitumen membrane.
ASTM D 6222 Asphalt impregnated, coated felt, surfaced
ASTM D 5147 with mineral granules.
ASTM D 6222 Non -woven polyester mat coated with fire
ASTM D 5147 retardant polymer modified asphalt surfaced
with mineral granules.
ASTM D 6164 Non -woven polyester mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
ASTM D 6164 Non -woven polyester mat coated with fire -
ASTM D 5147 retardant, polymer modified asphalt surfaced
with mineral granules.
ASTM D 6163 SBS modified asphalt base sheet reinforce
ASTM D 5147 with a glass fiber mat.
ASTM D 6163 Non woven fiberglass mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
ASTM D 6163 Non woven fiberglass mat coated with fire
ASTM D 5147 retardant, polymer modified asphalt and
surfaced with mineral granules.❑
ASTM D 6164 Non -woven polyester mat coated with fire
ASTM D 5147 retardant polymer modified asphalt surfaced
with mineral granules.
ASTM D 6164 Non -woven polyester and fiberglass mat
ASTM D 5147 coated with file retardant, polymer- modified
asphalt and surfaced with mineral granules.
ASTM D 6222 Non -woven polyester mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
colored mineral granules.
ASTM D 6222 Non -woven polyester mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
colored mineral granules.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 4 of 36
Test Product
Product Dimensions Specification Description
TOPCOAT® MB Plus 5 gallons ASTM D -3412 Surface coating for smooth surfaced and
ASTM D -21 -96 mineral surfaced roofs.
ASTM D -1475
ASTM E -1644
ASTM D -6083
Leak BusterTM 5 gallons
MatrixTM 531
WeatherCoteTM
Leak BusterTM 5 gallons
MatrixTM 201 SBS
Flashing Cement
Leak BusterTM 5 gallons
MatrixTM 102 SBS
Adhesive
Leak BusterTM 5 gallons
MatrixTM 202 SBS
Flashing Cement
Leak BusterTM 5 gallons
MatrixTM 203 Plastic
Roof Cement
Leak BusterTM 5 gallons
MatrixTM 103 Gold
Process Adhesive
Vent Stacks
(metal and plastic)
EnergyCote® Roof
Coating
TOPCOAT®
Surface Seal
TOPCOAT®
FireShield SB Solvent
Base Elastomeric
Roofing Membrane
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D3019
TAS 100(A)
ASTM D 1929
ASTM D 635
Proprietary
ASTM D-412
ASTM B -117
ASTM C -794
ASTM G -21
FTMS 141.6271
ASTM D -21 -96
ASTM D -1475
ASTM E -1644
ASTM D -412
ASTM B -117
ASTM C -794
ASTM G -21
FTMS 141.6271
ASTM D -21 -96
ASTM D -1475
ASTM E -1644
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
Cold Applied Asphalt Adhesive.
One way valve vent used to relieve built -up
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 5 of 36
APPROVED INSULATIONS:
Product Name
EnergyGuardTM RA, RN
EnergyGuardTM Composite
EnergyGuardTM Fiberboard
EnergyGuardTM Polylso
EnergyGuardTM Perlite
EnergyGuardTM Recover Board
EnergyGuardTM High Density
Fiberboard
EnergyGuardTM Ultra Polylso
DensDeck®
DensDeck Prime®
DensDeck DuraGuard'`
SECUROCK®
Structodek®
APPROVED FASTENERS:
Fastener
Number
Product
Name
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate /wood fiberboard or
perlite composite
Fiberboard insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
High density wood fiberboard insulation.
Polyisocyanurate foam insulation
High Density Fire Resistant Insulation
Boards
High Density Fire Resistant Insulation
Boards
High Density Fire Resistant Insulation
Boards
High Density Fire Resistant Insulation
Boards
Wood fiber insulation board
1. Drill -TecTM #12 Standard,
#I4 and #15 extra Heavy
Duty Fastener , Heavy
Duty Roofing Fastener
2. Drill-TecTM ASAP
3. Drill -TecTM CR Base
Sheet Fastener and Plate
4. Drill-TecTM GalvaIume
Plates
5. Drill-TecTM
Polypropylene Plates
6. Drill -TecTM AccuTmc
Plate Steel Plates
TABLE 3
Product
Description
Manufacturer
(With Current NOA)
GAF Materials Corp
GAF Materials Corp
GAF Materials Corp
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
Georgia Pacific
Georgia Pacific
Georgia Pacific
USG
Knight Celotex
Manufacturer
Dimensions (With Current NOA)
Insulation fastener and Various GAF Materials Corp.
Base PIay fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -TecTM Various GAF Materials Corp.
Fasteners and metal and
plastic plates.
Base sheet fastening Various
assembly.
Round galvalume stress 3" and 3' /s"
plates.
Round polypropylene 3" and 3 '''A"
stress plates.
Square galvalume stress 3 x 3
plates.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 6 of 36
EVIDENCE SUBMITTED:
Test Agency/Identifier
Factory Mutual Research Corp.
Independent Roof Testing &
Consulting of South Florida
Exterior Research & Design, LLC
Trinity I ERD
Underwriters Laboratories, Inc.
Name
Current Insulation
Attachment Requirements
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470
FMRC 4470
FMRC 4470
TAS 114 -J
TAS 114
TAS 114
ASTM D6163
ASTM D6164
UL 790 -TAS 114
Report Date
FMRC 1996 01.01.96
J.I. ODOA8.AM 07.09.97
J.I. 2B8A4.AM 07.02.97
J.I. 3005640 11.09.00
J.I.3006845 10.17.00
J.I.3005175 05.23.00
J.I. 3005177 05.19.00
J.I.3007500 06.15.00
J.I. 3008178 12.27.00
J.I. 3010215 03.01.01
J.I. 3009788 03.28.01
3017250 04.05.04
No.00001 03.30.00
No.00002
#4483.04.97 -1 06 -06 -97
#01881.09.03 -2 03.24.08
#01881.11.03 -2 -RI 08.21.07
#G6850.08.08 08.29.08
R1306, 00NK07638 07.17.00
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 7 of 36
1 � i
SYSTEMS A(3): ADHERED INSULATED SYSTEMS
The following assembly is approved to a maximum design pressure per Insulation Maximum
Design Pressure Table A. No substitutions shall be made:
Deck Type: Concrete, primed.
Anchor Sheet: Install one or more plies of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM,
(Optional) GAFGLAS® PLY 4, GAFGLAS® FIexPIyTM, RUBEROID® Modified Base sheet
RUBEROID® Mop Smooth or RUBEROID® 20 mopped directly to the substrate.
Adhere with any approved mopping asphalt applied within the EVT range and at a rate
of 20-40 lbs./sq.
Insulations: See Insulation Maximum Design Pressure Table A below. Design Pressure is
dependent on Insulation assembly # used in this system.
Base Sheet Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM GAFGLAS® PLY 4,
GAFGLAS® FlexPIyTM 6, RUBEROID® Modified Base Sheet or RUBEROID® 20,
RUBEROID® MOP Smooth, directly to the insulated substrate. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Ply Sheet: One, two or three plies of RUBEROID® 20, GAFGLAS® PLY 4 or GAFGLAS®
(Optional) FlexPlyTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq.
Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule,
RUBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch
170FR, Roof MatchTM APP Granular or RUBEROID® 20, RUBEROID® MOP
Smooth, RUBEROID® MOP Granule, RUBEROID® MOP 170FR, RUBEROID® SBS
Dual FR, RUBEROID® ULTRACLADTm, RUBEROID® 30 and RUBEROID®30FR,
RUBEROID®EnergyCap SBS 30 FR, RUBEROID® MOP PLUS and RUBEROID®
MOP FR or RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat- We1dTM
PLUS FR, RUBEROID® SBS Heat- We1dTM 170 FR, RUBEROID® EnergyCap SBS
Heat Weld Plus FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat -
WeIdTM Smooth and RUBEROID® SBS Heat- We1dTM 25 applied according to
manufacturer's application instructions.
Surfacing: (Optional) 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 MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5
gal. /sq.
4. Leak BusterTM MatrixTM 715, Leak Buster MatrixTM 322, TOPCOAT® MB
PLUS, TOPCOAT® FireShield Elastomeric Roofing Membrane, applied at 1 to
1.5 galJsq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote® roof coating applied at 1 to 1.5 galJsq.
6. TOPCOAT® Surface Seal, TOPCOAT® FireShield® SB Solvent based Elastomeric
Roofing Membrane applied at Ito 1.5 galJsq.
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 12 of 36
Insulation Maximum Design Pressure Table A
#
Insulation Assemblies
1.
Min. 1.5" EnergyGuardTM Composite RA, RN NP laid with the polyisocyanurate side down and
bonded in a full mopping of an approved asphalt applied within the EVT range and at a rate of 20-
40 lbs. /sq.
Maximum Desi . n Pressure —270 I sf See General Limitation #9
2.
Base Layer: Min. 1" EnergyGuardTM RN. mopped in asphalt at the rate of 20- 401bs. /sq.
Top Layer: Min. 'A" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20- 401bs. /sq.
Maximum Design Pressure —322.5 psf (See General Limitation #9)
3.
ardTM RA mopped in asp sqhalt at the rate of 20 -401bs /.
Base Layer: Min. 1" EnergyGuardTM pp
Top Layer: Min. Y2" EnergyGuardTM High Density Wood Fiber Board (g) adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq.
Maximum Desi Pressure — 307.5 , ' f See General Limitation #9
4.
Base La er: Min. 1" Ener 3 uardTM RA mo. • ed in as shalt at the rate of 20-40 lbs. /s• .
Top Layer: Min. %2" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20- 401bs. /sq.
Maximum Design Pressure —165 psf (See General Limitation #9)
5.
Base Layer: Two Min. 3/4" layers EnergyGuardTM Perlite adhered in a full mopping of approved
as • halt a. • lied within the EVT ratite and at a rate of 20-40 lbsJs • .
To L, er: Min. 'A" Dens-Deck® mo • • ed in as .halt at the rate of 20-40 lbsis • ..
Maximum Design Pressure —172.5 psf (See General Limitation #9)
6.
(Optional) Base Layer: Min. 1.5" EnergyGuardTM RA, EnergyGuardTM RN or 1 /2" High Density
Fiberboard secured to underlying substrate with Insta -Stik Roofing Adhesive.
Top Layer: One or more layers of Min. 1 "EnergyGuardTM RN, EnergyGuardTM RA, 1 /2" High
Density Fiberboard or Min. 1/4" Dens -Deck secured to underlying substrate with Insta -Stik
Roofing Adhesive.
Maximum Desi Pressure —112.5 i sf See General Limitation #9
7.
Base L er: Min. 1" Energy, GuardTM RA mo • • ed in as • halt at the rate of 20-40 lbs. /s • ..
Top Layer: Min.''/2" EnergyGuardTM High Density Wood Fiber Board (c) adhered in a full
mo. . in. of a • .roved asphalt a. .lied within the EVT range and at a rate of 20-40 lbsis • .
Maximum Design Pressure —237.5 psf (See General Limitation #9)
8.
(Optional) Base Layer: Min. 1.5" EnergyGuardTM RN, EnergyGuardTM RA or 1 /2" High Density
Fiberboard secured to underlying substrate with Insta -Stik Roofing Adhesive.
Top Layer: One or more layers of Min. 1" EnergyGuardTM RN, EnergyGuardTM RA, 1 /2" High
Density Fiberboard, Structodek or Min. 1/4" Dens -Deck secured to underlying substrate with Insta-
Stik Roofing Adhesive.
Maximum Desi i Pressure —105 'f See General Limitation #9
9.
Min. 1.75" EnergyGuardTM Composite laid with the polyisocyanurate side down and bonded in a
full mopping of an approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq.
Maximum Design Pressure —270 psf (See General Limitation #9)
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 13 of 36
10.
Min.'' 'A" EnergyGuardTM High Density Fiberboard or other Approved high density wood
fiberboard or min. 1" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq.
Maximum Design Pressure —140 psf (See General Limitation #9)
11.
Base Layer: Min. 2" EnergyGuardTM RN
Top Layer: Min. '' /z" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt
applied within the EVT range at a rate of 20-40 lbs./sq.
Maximum Design Pressure —322.5 psf (See General Limitation #9)
12.
Base Layer: Min. 1.5" EnergyGuardTM Composite
Top Layer: Min. 1.5" EnergyGuardTM Composite adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq.
Maximum Design Pressure —270 psf (See General Limitation #9)
13.
Min. %" EnergyGuardTM Perlite adhered to the primed concrete deck in a full mopping of
approved asphalt applied within the EVT range at a rate of 20 -40 lbs. /sq.
Maximum Design Pressure —137 psf (See General Limitation #9)
14.
Base Layer: Min 1.5" EnergyGuardTM RA, EnergyGuardTM RN, EnergyGuardTM Composite
adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range
at a rate of 20-40 lbs./sq..
Top Layer: Min. 1/2" EnergyGuardTM Perlite adhered to the base insulation layer or primed
concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-
40 lbs. /sq.
Maximum Design Pressure —126 psf (See General Limitation #9)
15.
Base Layer: Min. 11/4" EnergyGuardTM RA, EnergyGuardTM RN, EnergyGuardTM Composite
adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range
at a rate of 20-40 lbs./sq..
Top Layer: Min. ' /2" EnergyGuardTM fiberboard (c) or other approved wood fiberboard adhered to
the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied
within the EVT range at a rate of 20-40 lbs./sq.
Maximum Design Pressure —162 psf (See General Limitation #9)
16.
Base Layer: Min. 11/4" EnergyGuardTM RA, EnergyGuardTM RN adhered to the concrete deck in a
full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs./sq..
Top Layer: Min. 3/4" EnergyGuardTM Perlite or other approved perlite insulation board adhered to
the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied
within the EVT range at a rate of 20-40 lbs./sq..
Maximum Design Pressure —157 psf (See General Limitation #9)
17.
Min. ' /2" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs. /sq.
Maximum Design Pressure —90 psf (See General Limitation #9)
18.
Min. 1.5" EnergyGuardTM Composite
Deck is primed with GAF Asphalt/Concrete primer at a nominal rate of 0.75 ga/sq. Deck is
covered with a RUBEROID® roof cover assembly fully adhered with hot asphalt applied at a
minimum rate of 25 lb /sq (12 kg/m2)
Maximum Design Pressure -360 psf (See General Limitation #9)
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 14 of 36
K
CONCRETE DECK SYSTEM LIMITATIONS:
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 Engineer, Architect, or Registered Roof Consultant.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg 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- 40lbs. /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
Roofmg Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a
Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this
limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, 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.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 36 of 36
TGFU.R1306 - Roofmg`Systetns
r 4 •
6. Deck: C -15/32 Incline: 1/2
http://database.ul.com/cgi-bin/XYV/template/LISEXTRFRAME/s...
Insulation: — One or more layers perlite, glass fiber, .-in. minimum, polyisocyanurate, urethane, perlite / polyisocyanurate composite,
perlite /urethane composite, 1A -in. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop"
(Smooth or Granule) or "Ruberoid® Mop Plus Granule."
Surfacing: — Gravel.
7. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate
composite, perlite/urethane composite, wood fiber / polyisocyanurate composite.
Base Sheet: — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus" or "Ruberoid® Mop"
(Smooth or Granule) or "Ruberold® Mop Plus Granule."
Surfacing: — "Kamak No. 97" applied at 1, to 3 -gal /100 -ft2 or gravel.
8. Deck: NC Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, 0 -in. minimum polyisocyanurate, urethane, perite / polyisocyanurate composite,
perlite /urethane composite, lA In. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberold® Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus" or "Ruberoid® Mop"
(Smooth or Granule) or "Ruberold® Mop Plus Granule."
Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2- gaV100 -ft2.
9. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — One or more layers perlite, glass fiber, A -in. minimum, polyisocyanurate, urethane, perlite / polyisocyanurate
composite, pedte /urethane composite, phenolic, 1q in. minimum.
Base Sheet: — One or more plies Type G2 " GAFGLAS® #75 Base Sheet ", or'Tri -Ply® #75 Base Sheet ", hot mopped or mechanically
fastened in place.
Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Piy 4" or "GAFGLAS® Ply 6" hot mopped in place.
Membrane: — "Ruberoid® Mop 170 FR" or "Ruberold® Dual FR" or "Ruberoid® Mop FR" or "Ruberold® EnergyCapT" Mop FR."
Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 1A -gal /100 -ft2 or "GAF Weather Coat Emulsion" applied at
3 -gal /100 -ft2.
t10 D,e0k: C -15/32 Incline: A
— Insulation (Optional): — Perlte, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral
Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
Pty Sheet (Optional): — One or more plies Type G1, hot mopped in place.
Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberold® EnergyCap"" Mop FR."
11. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Perlte, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite, butt offset a minimum of
6 -in. from plywood deck joints.
Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral
Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
Pty Sheet (Optional): — One or more plies Type Gi, hot mopped in place.
Membrane: — One ply "Ruberoid® Torch Smooth" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop
Smooth Plus" or "Ruberoid® Dual Smooth."
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapT" Mop FR."
12. Deck: NC Incline: 1
Insulation (Optional): — Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite / polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 " GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" or Type G3 " GAFGLAS® Mineral
Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1 hot mopped in place.
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap'' Mop FR."
13. Deck: NC Incline: 1/2
Insulation (Optional): — Perlte, fiber glass, wood fiber, polyisocyanurate, urethane or perite / polyisocyanurate composite.
Base Sheet (Optional): — One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1 hot mopped in place.
Membrane: — One ply "Ruberoid® Torch Smooth" (smooth) or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or
"Ruberoid® Mop Smooth Plus" or "Ruberoid® Dual Smooth."
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap""' Mop FR."
14. Deck: NC Incline: •
9 of 49
7/10/2012 1:36 PM
Florida Department of 11,1 ' JUL 2 0 2612 =
Environmental Protection
Miami -Dade DERM
Division of Air Resource Managemer>6 Y: �� Air Quality N.W. 1st Court, Division
701 . 1 st Court, 2nd Floor
Miami, Florida 33136
NOTICE OF DEMOLITION OR ASBESTOS RENOVATION
TYPE OF NOTICE (CHECK dNE ONLY): ErORIGINAL ❑ REVISED ❑ CANCELLATION
TYPE OF PROJECT (CHECK NE ONLY): ❑ DEMOLITION ❑ RENOVATION C2I'ROOFING
IF DEMOLITION, IS ITN ORDERED DEMOLITION? ❑ YES ❑ NO
IF RENOVATION:
IS IT AN EMERGE CY RENOVATION OPERATION? ❑ YES ❑ NO
IS IT A PLANNEDkENOVATION OPERATION? ❑ YES ❑ NO
Facility Name Sr i ?- a e-A ,+w re Ft
1.
11.
Address 4, ,_ `a' Al E
City 1°i A? AP/ • �► rC
Site
Building Size
Prior Use:
Present Use:
❑ COURTESY
File #
Process #
F P1'96 (Square Feet)
❑ School/College/University
Q School/Co Lege/University
Facility Owner 4 VC' / s "4-1Cc? y A,a '
Address (4X-t--6=0,4 a ' !..Se' 2
City
Contractor's Name SC5 /fit
Address /72 A SoL), /,,
City "710
State r," Zip County
Consultant Inspecting Site
# of Floors Building Age in Years
❑ Residence ❑ Small Business Other C ie .4 Je4nea j
❑ Residence ❑ Small Business Other
Je Phone ( )
State Ar::r` Zip ?for �7
•49 v' cv .sa 4,e,
j,
/State J( Zip `3y /.lei
Phone o) S)
Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES El NO
IV. Scheduled Dates: _Notice must be postmarked �1 working days before the project start date)
r0 -1 -n 6estos Removal (mm/dd/yy) Start: 7 - 74- Yrnish: , �' �' Demo/Renovation (mm/dd/yy) Start: Finish:
V. Descr�p'ffo °n o"Tplanned'demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to
be used and description of affected facility components.
Procedures to be Used (Check All That Apply):
❑
Strip and Removal
❑
Glove Bag
❑
Bulldozer
❑
Wrecking Ball
Er
Wet Method
❑
Dry Method
❑
Explode
❑
Burn Down
OTHER:
VI. Procedures for Unexpected RACM:
VII. Asbestos Waste Transporter. Name
Address
City
.5 le 4,-7 Veer'
Phone ( )
State Zip
VIII. Waste Disposal Site: Name
Address
City State Zip n MIAMI -DADS p1'ri•1e��f®
IX. RACM or ACM: Procedure,.including analytical. methods, employed to detect the presence of �M?: S ear t �l�id fti n r�ia6Te ACM.
Th i is to oertiit) that the require
Amount of RACM or ACM* Notification (s) Regarding asbestos have been
square feet surfacing material square feet cementitious s' :,�a,°i:'`e• in ' = pliance with
linear feet wipe square feet resilient floe n • plicable r ulationS.
cubic feet f RACM off facility components r (' square feet asphalt roof,_
*Identify and describe 1urfacing material and other materials as applicable: Sign
Dat
I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on-
site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection
during r}omial business hou -
g y;'7,•. <-e-o4 L!"./ i'''"° .t
(Print riaryle of Owner /Ciprator)�'�.
(Signature of Owner /Operator
(Date)
(Contact phone #)
DERM USE ONLY
Postmark/Date Received
'
� i � 4- iD #
161 01 -158 4/10
DISTRIBUTION: White —DERM Yellow Applicant Pink — Reserve Gold— Reserve
BE
iEVWW
PL
FINAL.
APPROVAL
.,� : AL
DEPARTMENT ,J RESOURCES S EN A�
IZ
pc�pltRCES t
*jig 110: _.-- DATE 2.
ET5 Etv144o4A4f•€44
Asbestos Business License # ZA0000218
Mold Assessor Business License # MRSA1850 / Mold Remediator Business License # MRSR1932
Mold & Asbestos Surveys & Removal * Phase 1 Environmental Assessment * Air Monitoring & Analysis
July 19, 2012
Saint Rose of Lima School
415 NE 105 Street
Miami Shores, Florida
RE: Saint Rose of Lima School
415 NE 105 Street
Miami Shores, Florida
Dear Sir:
REPORT # FL12- 0552RAS
Pursuant to your request and our agreement, ETS Environment, Inc. has performed an Asbestos Roof
Survey on July 18, 2012 at the above referenced facility.
SURVEY LIMITATIONS
This inspection report is the result of a diligent search of the facility for asbestos containing
roofing materials (ACRM). All analyzed samples were readily available to our surveyor. If
in the course of a renovation or demolition activity, additional suspect materials become
exposed, all activities should immediately cease and the suspect material brought to our
attention for evaluation and recommendation(s) if necessary. The scope of this inspection
to perform a survey of roof surfacing materials for suspect ACM. Therefore only roofing
material was sampled and all other building material is NOT included in this inspection
survey report.
LABORATORY METHODS
Each sample was returned to the laboratory at ETS Environment, Inc., logged, and stored
for analysis. All analyses were performed using the Polarized Light Microscope (PLM)
Method 40 CFR Ch.1, Pt. 763, Subt. F, App. A Pgs. 293 -299, 1 -1 -87 ed.; (Polarized Tight
microscopy in conjunction with dispersion staining).
The scope of our investigation consisted of the following:
• Ten (10) random locations of roof system materials were chosen by our Certified
Technician to secure as bulk samples for analysis.
• Samples for asbestos analysis were taken on any visibly potential Asbestos Containing
Materials (ACM). Samples were placed in plastic bags and labeled for further analysis.
• All secured bulk samples were analyzed by Polarized Light Microscopy to verify asbestos
content.
• Preparation of final report
12334 73 COURT NORTH, ROYAL PALM BRACH, FL. 33412 (954)236 -0053 (561)333 -0624 FAX (561)333 -0684
SITE DESCRIPTION
The roof of the building is a sloped wood deck with barrel tiles over a base sheet and built -
up roof with a granulated surface. There is a drip edge along the perimeter of the roof. The
roof area surveyed occupies approximately 18,000 ft2.
CONCLUSIONS
Based on our survey and bulk sample analysis, it was evident that NO asbestos fibers were
found in any of the samples taken.
CLOSING REMARKS
ETS Environment, Inc. greatly appreciates the opportunity to provide quality environmental
services at a reasonable cost. It has been a pleasure working with you and we look forward
to doing so in the near future. Should you have any questions or comments, please do not
hesitate to call.
Respectfully submitted,
ETS Environment, Inc.
Dennis Emerson .H.
AHERA Inspector Certificate No. 144519
ZA # 0000218
I hereby certify that the Roof Asbestos Survey conducted on July 18, 2012, at Saint Rose of Lima
School, 415 NE 105 Street, Miami Shores, Florida, was performed by Dennis Emerson, an E.P.A.
Accredited A.H.E.R.A. Inspector utilizing the Code of the Federal Regulation Standards, 40 C.F.R., Part
763, Subpart E, Section 763.80- 763.99 and the State Asbestos Regulations, Florida Statues 469.003.
Reviewed by
5444 Re46 an.4 Seled
14:414 Ste, fL
7 i /f' '/Z
Bruce Marchette, C.I.H. D - to
Florida Certified Licensed Asbestos Consultant No. IA0000041
ETS ENVIRONMENT, INC.
2
ETS E4%f,%u4
BULK SAMPLE TRANSMITTAL FORM
Client Name : Saint Rose of Lima School
Project Name :
Report Number:
Saint Rose of Lima School
415 NE 105 Street
Miami Shores, Florida
FL12- 0552RAS
Date Collected: 07/18/12
Sample #
Location of Sample
Description
Condition
Asbestos
1
Sloped Roof
Base Sheet
F.C.
NAD
2
Sloped Roof
Base Sheet
F.C.
NAD
3
Sloped Roof
Base Sheet
F.C.
NAD
4
Sloped Roof
Base Sheet
F.C.
NAD
5
Sloped Roof
Base Sheet
F.C.
NAD
6
Flat Roof
Membrane
F.C.
NAD
7
Flat Roof
Membrane
F.C.
NAD
8
Flat Roof
Membrane
F.C.
NAD
9
Flat Roof
Membrane
F.C.
NAD
10
Flat Roof
Membrane
F.C.
NAD
Sampled By : Dennis Emerson
NAD - NO ASBESTOS DETECTED
SAMPLE CONDITION CODES
G.C. Good Condition F.C. Fair Condition P.C. Poor Condition P.D Physical Damage W.D. Water Damage F Friable
N.F. Non - Friable H. Con. High Contrast M. Con. Moderate Contrast L. Con. Low Contrast
3
ETS E4wd(4.4%n%u4 �.
12334 7311 Court North
Royal Palm Beach, FI. 33412
(954) 236 -0053
Project : Saint Rose of Lima School
Lab Code : 0374
Sample
Number
Anal.
Init.
Sample Item Description
Asbestos Percentage
& Type Identified
Percentage & Type Non-
Asbestos Fibers
Percentage
Non -Fiber Mat.
1
DKE
Base Sheet
NAD
7 -10 Fiberglass
8 -10 Cellulose
80 -85 Matrix
2
DKE
Base Sheet
NAD
7 -10 Fiberglass
8 -10 Cellulose
80-85 Matrix
3
DKE
Base Sheet
NAD
7 -10 Fiberglass
8 -10 Cellulose
80 -85 Matrix
4
DKE
Base Sheet
NAD
7 -10 Fiberglass
8 -10 Cellulose
80 -85 Matrix
5
DKE
Base Sheet
NAD
7 -10 Fiberglass
8 -10 Cellulose
80 -85 Matrix
6
DKE
Membrane
NAD
12 -15 Fiberglass
18 -20 Cellulose
65 -70 Matrix
7
DKE
Membrane
NAD
12 -15 Fiberglass
18 -20 Cellulose
65 -70 Matrix
8
DKE
Membrane
NAD
12 -15 Fiberglass
18 -20 Cellulose
65 -70 Matrix
9
DKE
Membrane
NAD
12 -15 Fiberglass
18 -20 Cellulose
65 -70 Matrix
10
DKE
Membrane
NAD
12 -15 Fiberglass
18 -20 Cellulose
65 -70 Matrix
Dennis Emerson I.H.
Microscopist
N.A.D. = No Asbestos Detected
4
RFCETVED
JUL 10 2012
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That the most Reverend Thomas Wenski, as Archbishop of the Archdiocese of Miami, his successors in
office, a corporation sole, has made, constituted and appointed, and by these presents does hereby make,
constitute and appoint Sister Elizabeth A. Worley, C.O.O., his true and lawful attorney for him and in his
name, place, and stead
Giving and granting unto Sister Elizabeth A. Worley, C.O.O., his said attorney full power and authority to
do and perform all and every act and thing whatsoever requisite an necessary to be done in and about the
premises as fully, to all intents and purposes, as he might or could do if personally present, with full
power of substitution and revocation, hereby ratifying and confirming all that Sister Elizabeth A. Worley,
C.O.O., his said attorney or his substitute shall lawfully do or cause to be done by virtue hereof.
In Witness Whereof, I have hereunto set my hand and seal this 1 g day of
A.D., 2011
Signed, sealed and delivered
in presence of:
Witness:
Witness Signature
h?4l?c R
Printed Na
/14.0474 . �4..%t
ted Name
STATE OF FLORIDA
COUNTY OF DADE
) SS:
The Most Reverend Thomas Wenski
as Archbishop of the Archdiocese of Miami his
successors in office, a corporation sole
I hereby certify that on this day, before me, an officer duly authorized to administer oaths and
take acknowledgements, personally appeared The Most Reverend Thomas Wenski, as Archbishop of the
Archdiocese of Miami, his successors in office, a corporation sole, known to me to be the person
described in and who executed the forgoing instrument, who acknowledged before me that he executed
the same, and an oath was not taken. X Said person is personally lcnown to me Said person
provided the following type of identification:
Witness my hand and official seal in the County and State last aforesaid this 1 9 day of ill
A.D. 2011.
My Commission Expires:
2 i5
MAYRA NEUUNA ROSSELL
mcambeion OEMIMIS
M y Wanks r i ll.Rhl