46938Date
Legal Description Historically Designated: Yes
Owner/Lessee / Tenant rr Din fi v e r S7 4
i
Owner's Address I l 3' 0 0 N. E 2-Ave, t t u.1 ' S r - l brc S Phone gq -- 1q
Contracting Co. V 6 C .J C � t� `�C t v� Address3 4 'ko V c, J v`A b'
Qualifier -3 rn C (v Y
State #C0( 4- 3 C Municipal # Competency Cali L S Ins Co.1 -I- i e
Architect/Engineer Address
Bonding Company 1 i Address
Mortgagor Address
Permit Type (circle one): I DING ELECTRICAL PLUMBING MECHANICA6 FENCE SIGN
WORK DESCRIPTION EerOo LA-DI 4h 14( e r q -1_1\ I One S-\--C7r'
0,0ittA a Oh e 5#or1 a r c , —P0.44 o r e a S S1J v. ec_ � � K1 e w 6-1).
CI_. i4
oLo/z - /tia ci 6 c/ r �
Square Ft. b E Cost (value) ` 'f) , 4
WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER 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. Fjygthermore, I authorize the above -named contractor to do the work
13.04.0- U'�1
Si
e of owner and/or Condo President Date
FreAkt
1 it all" Aidar
No :' Own : , r
111 II
•
to
O ACEVEDO SOTO
,� MY COMMISSION • CC 841281
l'or M1&� FIRES: May 31, 2003
1.800.3.NOTARY Fla Notary Service & Bonding Co.
1
My C
FEES: PERMIT
APPROVED:
Zoning
Mechanical
•
t
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
c (c ( loin
Job Address it 3 0 ® IQ (2 - i 9 ax Folio / 3 —OQD -oar?)
RADON
C.C.F.
Master Permit # 4&'9 3?5
SS# % Phone l Si — I
2. or e. v\
of Contractor or Owner- Builder
Notary as to Contractor or Owner - Builder
My Commis
•. SANDRA D. HART
41 (COMMISSION it CC623713
l 1T k ' EXPIRES MAR 12.20101
O ;_ £O 114RCUON
AMC I ' D IM MO co.
g ' 7 NOTARY BO
Electrical
No
Ve2/60
Plumbing Structural Engineer
AWN I 'VC �vavuvasima.ivaa.a. ■
• A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
o PERMIT NO. TAX FOLIO NO. ; l i — ' 3 r0d 04.C-1)
STATE OF FLORIDA:
01 R 7'37562 2000 MAY 18 11 :22
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with
Chapter 713, Florida Statutes, the following information is provided in Notice of Commencement.
1. Legal description of property and street address: • K £) P 1 k i ✓1 q
113'00.1\t2e-.:2i:A1C, • Pi Awe ► S h c�1r e s I= I 3 3 l 3S '
2. Description of improvement: .CA -i �1 q ' 4 i l c ` r.? vl d f). d I- t e 1
3. Owner(s) name and address: r h \-1
ore
Av qtr ►ut S h s fI 3313
t1� ��c� WE �� c
Interest in property:
Name and address of fee simple titleholder:
4. Contractor'' name and address: v b C N bC f C( vl C� ► II-4 q_ Sue()) \t7 C (i
t/ 1 t Alt_ Avc. Su + -Jlo) tLtiQk -ti Shoe =:S f 331
5. Surety:(Payment bond required by o
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statues, •
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Comme
different date is specified)
U K i,vv e c (ry'
'
01 owna c , 1 U (�a•. f15toI �zcccG.t
Print Owners Name `t G fir
Swom to and subscribed before.me this /,Allay of / , 2 " oP
er from contractor, If anypTATE QF FLORIDA, COUNTY OF DADE
1 HEREBY CERTIFY that this is a true 1 y of the
ment: (the expiration date is 1 year from the date of recording unless a
Notary Public ^ �
Print Notary's Name / e v1 I`C 4 e✓ed d S01
My Commission Expires: I A Y 3) l 20r1
Str NMONICA ACEVEDO SOTO
s ly MY COMMISSION # CC 841281
"to le EXPIRES: May 31, 2003
1 Ra Notary Service & Bonding Co.
1
Prepared by:
Address: WO jWL QP a
VU1A , rt 330
123.01-52 7/98
5104 APPENDIX "F"
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
4
As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, to provide the owner with this appendix and to explain to the owner the
content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern
the minimum requirements and standards of the industry for roofing system installations. Additionally,
the following items should be addressed as part of the agreement between the owner and the contractor.
The owner's initial in the adjacent box indicates that the item has been explained.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of
viding that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, that are notpart of a zoning code, should be addressed as
part of the agreement between the owner and the contractor.-
2. Reuniting Wood Decics: When placing roofing, the existing wood roof deck may have to be
ailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually
concealed prior to removing the existing roof system)
2 - 3. Common Roofs: Common roofs are those which have no visible delineation between
b units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking
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 SFBC 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
_ 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.
6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
loaded 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 Chapter 23 of the SFBC.
7. Ventllatlon: Most roof structures should have some ability to vent natural airflow through the
rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not
be reduced. It may be beneficial to consider additional venting which can result in extending the service
life of the roof.
ntractor's
Signature
'
Strip and Removal
Glove Bag
Bulldozer
fi n , ? -
Wrecking Ball
I
_ l L. `.1 .
Wet Method
s Dry Method
Explode
Bum Down
OTHER:
�� ..,11 MIMED
.,==zduN 0 7 20
Air '. OTtCE OF ASBESTOS RENOVATION OR DEMOLITION
Facility Name
Address
TYPE OF NOTICE (CMeigaggiggirt Divisi .h O RIGINAL ❑ REVISED p ❑ CANCELLATION
TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION [ 4100FING
IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES II NO
IF RENOVATION: ,r
IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES NO
IS IT A PLANNED RENOVATION OPERATION? ❑ YES l 'NO
City'; �. 4P ° � " ° : S t a t e r- Zip County
Site x I 3• Consultant Inspecting Site h =
Building Size 7 (Square Feet) # of Floors Age in Years
Prior Use: SchooVCollege/University Residence Small Business Other
Present Use SchooVColleke/LJniversi§iD Residence Small Business Other
II. Facility Owner : -'- V r4 I a t: ',' f L :. Phone U
4
Address I a , t_ t. h= ! o" 2 6
City 'i , r G;, d _ State 4 Zip
III. Contractor's Name f,` /.i €_.T r`;a ` n l,i,-q Phone f 1 °' .
Address e : G I'� 9` : ' - ?` i N / ; `' �l
City -): , 0::.,, 1 a �' State ,... Zip J
Florida Licence No. -' '� t= ::
IV. Scheduled Dates:
Asbestos Removal (mm/dd/yy) Start ". ^- Finish: E'
V. Procedures to be Used (Check All That Apply):
tf�
• MUST OBTAIN PRIOR DERM APPROVAL BEFORE USIN
VI. Procedures for Unexpected RACM:nr, '/ %`a`
VII. Asbestos Waste Transporter: Name ;f4 a Y
Address Vii. / ii ,r a , (, / —..0
State p. Zip
Address r
City
IX. Amount of RACM or ACM
1
square feet surfacing material
linear feet pipe
cubic feet of RACM off facility components
square feet cementitious material
square feet resilient flooring
square feet asphalt roofing
Environmental Protection
Florida Department of
Division of Air Resource Management
State 1 Zip
❑ COURTESY
File #
Process #
Is the contractor exempt from licensure under section 469.004(7), F.S.? ❑ YES ❑ NO
Demo/Renovation (mm/dd/yy) Start:
Miami -Dade DERM
Air Section
33 S.W. 2nd Avenue, Suite 9-223
Miami, Florida 33130-1540
Finish:
Phone ( )
City
VIII. Waste Disposal Site: Name Class
X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type)
I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR 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 normal business hours.
.
Na of Owner / Operator ('R4N
(Signattfre of Owner /Operator
(Contact Phone #)
DERM USE ONLY
Postmark/Date Received
ID#
�, �
fi n , ? -
: : A,r
_ l L. `.1 .
e /1 � :7
�� ..,11 MIMED
.,==zduN 0 7 20
Air '. OTtCE OF ASBESTOS RENOVATION OR DEMOLITION
Facility Name
Address
TYPE OF NOTICE (CMeigaggiggirt Divisi .h O RIGINAL ❑ REVISED p ❑ CANCELLATION
TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION [ 4100FING
IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES II NO
IF RENOVATION: ,r
IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES NO
IS IT A PLANNED RENOVATION OPERATION? ❑ YES l 'NO
City'; �. 4P ° � " ° : S t a t e r- Zip County
Site x I 3• Consultant Inspecting Site h =
Building Size 7 (Square Feet) # of Floors Age in Years
Prior Use: SchooVCollege/University Residence Small Business Other
Present Use SchooVColleke/LJniversi§iD Residence Small Business Other
II. Facility Owner : -'- V r4 I a t: ',' f L :. Phone U
4
Address I a , t_ t. h= ! o" 2 6
City 'i , r G;, d _ State 4 Zip
III. Contractor's Name f,` /.i €_.T r`;a ` n l,i,-q Phone f 1 °' .
Address e : G I'� 9` : ' - ?` i N / ; `' �l
City -): , 0::.,, 1 a �' State ,... Zip J
Florida Licence No. -' '� t= ::
IV. Scheduled Dates:
Asbestos Removal (mm/dd/yy) Start ". ^- Finish: E'
V. Procedures to be Used (Check All That Apply):
tf�
• MUST OBTAIN PRIOR DERM APPROVAL BEFORE USIN
VI. Procedures for Unexpected RACM:nr, '/ %`a`
VII. Asbestos Waste Transporter: Name ;f4 a Y
Address Vii. / ii ,r a , (, / —..0
State p. Zip
Address r
City
IX. Amount of RACM or ACM
1
square feet surfacing material
linear feet pipe
cubic feet of RACM off facility components
square feet cementitious material
square feet resilient flooring
square feet asphalt roofing
Environmental Protection
Florida Department of
Division of Air Resource Management
State 1 Zip
❑ COURTESY
File #
Process #
Is the contractor exempt from licensure under section 469.004(7), F.S.? ❑ YES ❑ NO
Demo/Renovation (mm/dd/yy) Start:
Miami -Dade DERM
Air Section
33 S.W. 2nd Avenue, Suite 9-223
Miami, Florida 33130-1540
Finish:
Phone ( )
City
VIII. Waste Disposal Site: Name Class
X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type)
I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR 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 normal business hours.
.
Na of Owner / Operator ('R4N
(Signattfre of Owner /Operator
(Contact Phone #)
DERM USE ONLY
Postmark/Date Received
ID#
I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR 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 normal business hours.
Name of Owner / Operator / PRINT
(Signature of Owner /Operator (Date) (Contact Phone #)
DERM USE ONLY Postmark/Date Received ID#
Tr IV
Li
JUN 0 7 2000
IV. Scheduled Dates:
Asbestos Removal ( mm/dd/yy) Start:
V. Procedures to be Used (Check All That Apply):
IX. Amount of RACM or ACM
square feet surfacing material
linear feet pipe
cubic feet of RACM off facility components
square feet cementitious material
square feet resilient flooring
square feet asphalt roofing
Florida Department of
Environmental Protection
Air Quality Division of Air Resource Management Miami, Florida 33130-1540
NOTICE f ASBESTOS RENOVATION OR DEMOLITION
TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY
TYPE OF PROJECT (CHECK ONE ONLY):❑ DEMOLITION ❑ RENOVATION ❑ ROOFING
IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO
IF RENOVATION: File #
IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO
IS IT A PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Process #
Facility Name
Address
City State Zip County
Site Consultant Inspecting Site
Building Size (Square Feet) # of Floors Age in Years
Prior Use: School /College/University Residence Small Business Other
Present Use School /College/University Residence Small Business Other
II. Facility Owner Phone ( )
Address
City State Zip
III. Contractor's Name Phone O
Address
City State Zip
Florida Licence No. Is the contractor exempt from licensure under section 469.004(7), F.S.? ❑ YES ❑ NO
Finish: Demo /Renovation (mm/dd/yy) Start:
MIAMI•DADE
Miami -Dade DERM
Mr Section
33 S.W. 2nd Avenue, Suite 9 -223
Finish:
Strip and Removal
Wet Method
Glove Bag
* Dry Method
Bulldozer
Explode
Wrecking Ball
Burn Down
OTHER:
* MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD
VI. Procedures for Unexpected RACM:
VII. Asbestos Waste Transporter: Name Phone (J
Address
City
State
Zip
VIII. Waste Disposal Site: Name Class
Address
City State Zip
X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type)
The state asbestos rernoval pu)gram requirements of s. 376.60 F.5, and the renovation or demolition notice requirements of
the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule
62-257, FA,C., are included on this form.
Check to indicate whe hc/ this notice is an original, a revision, a cancellation, or a courtesy notice (be,, not required by law).
If the notice is a revision, please specially indicate the entries wbich have been changed or added.
Check to indicate whether the project isa demolition nrarenovation. f the deruohton was ordered by the State or a local
government agency, in addition to the information required on the form, the owner/operator mug provide the name of the
sgency ordering the demoinon, th' tte of the person acting on behalf o( the agency, the agency, the authority for the genc to ord'-r
ttie dernohtion, the date of the order, and the date ordered to begm. A copy of the order rnust ako he attached to the
notification. lithe renovation is an emergency renovation operation, in addition to the information required on the form,
the owner/operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected
event, and an explanation of how the event caused unsafe conditions or would cause equipment damage or an unreasonable
financial burden. lithe renovation is a planned renovation operation, the notice is effective for a period not to exceed a
calendar year o( January 1 through December 31.
Complete the fach,ydescription section where the renovation or demolition is scheduled. The address will 6e used hythe
Department inspector to oate the project site, Provide the name ofU+e consultant or limn that conducted the asbestos site
survey/inspection. For "prior use" and "present" check the appropriate 'box to indicate whether the prior or present use of
the facility is that of school, college, or university, residence, as "residential dwe\|ing° is defined in Rule 62-257200,
F.A.C..; small business, as defined in s, 288,703(1‘t, ES,; other, If "other" is checked, identify the use,
U. Complete the facility owner information.
U!.
Complete the cumrwtor information. ( However, having n Florida harmer or disclosing the number m not required: mcmnpiv with the notxmuq"i�nm*^
|\( List separately the scheduled start and finish dates (month/day/year) for both the asbestos removal portion of the project and
the renovation or don tor porton ef the project.
V, Check the methods and procedures to be used, :Note: The NESHAPfo, asbestos, which is adopted and incorporated by refer
ence in Rule 62-204.800, F,A.C., requires obtaining Department approval prior to using a dry removal method.)
Vi Describe the procedures to be used in the event unexpected RACM is found or previously non friable asbestos material
VU.
Complete the asbestos waste transporter information.
VIII. Complete the waste disposal site information.
|X. List the amount of RACM or ACM of each type of ashestos to be rernoved. (Note: A vm| measurement ofRA[«v o
facility components is only permissible if the length or area could not be measured previously.)
X, Provide the address where the Department is to send the invoice for any fee due. Do not send a fee with the
notification. The fee will be calculated by the Department pursuant to Rule 62-257.400, FA.C.
Sign the form and mail the original kz the district o,local air program having jurisdicton n the couoty where the project ct is
scheduled (D0 \O[ FAX). The correct address can be obtained by contacting the State Asbestos Coordinator at:
Department o(Environmental Protection, Division of Air Resources Management, 2600 Blair Stone Road, Tallahassee, FL
32399-2400.
r
GEOTECHNJCAL
ENVIRONMENTAL
HYDROGEOLOGY
ASBESTOS
Miami, May 1
1":
Mr. Jim Obenour
OBENOUR ROOFING
9301 Park Drive, Suite A101
Miami Shores, FL 33138
Re: Barry University -Kelly Building
11300 NE 2n Avenue
Miami Shores, FL
Dear Mr. Obenour:
The scope of our inspection covered the following areas:
A- Roof at the above referenced project. (see attached plan)
Sincerely yours,
bilisfOot
Wis Naamani, P.E.
D ATECH ENGINEERING CORP.
Florida Reg. No. 39584
Asbestos Consultant No. EA 0045
iii. ''!"N 1111
111 \��1 1110161IN
ATECH ENGINEERING CORP.
TESTING LABORATORIES
DRILLING SERVICES
INSPECTION SERVICES
ROOFING
Pursuant to your request; DYNATECH ENGINEERING CORP., conducted an Asbestos Roof
Survey on May 18, 2000 at the above referenced project. The purpose of our inspection was to
secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in
the proposed renovation area. Access to the interior underside of the roof was not provided and
is not part of this survey.
Based on our laboratory analysis; it was evident that no asbestos fibers were found in the 'secured
bulk samples.
This inspection report is the results of a diligent search of the facility for asbestos containing
building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We
do not claim to have identified all of the Asbestos Containing Building Material present in the
facility. If in the course of a renovation or demolition activity, suspect materials become
exposed, all activities should immediately cease and the suspect material brought to our attention
for evaluation and recommendations.
It has been a pleasure serving you at this phase of your project and look forward to do so in the
near future.
750 West 84 Street, Hialeah, FL 33014 -3618 . Phone (305) 828 -7499 ® Fax (305) 828 -9598
Date
Client
Project
Surveyor No.
Sample Type
Location
05 -18 -00
OBENOUR ROOFING
Property @- Kelly Building- 11300 NE 2° Avenue, Miami Shores, FL
: 7ME0209920031R By: C.G.
. Bulk Samples Analysis: P.L.M./D.S.
F = Friable
NF = Non Friable
NAD = No Asbestos Detected
CHRY = Chrysotile
DYNATECH ENGINEERING CORP.
ASBESTOS SAMPLING REPORT
750 W. 84th Street, Hialeah, FL 33014
Condition
G = Good
D = Damaged
S = Significantly Damaged
Approximate
Amount
Condition
Potential
for
Damag
Analysis
1
2
3
4
5
6
7
8
9
NW side roof
N. side roof
S. side roof
SE side roof
NE side roof
N. side roof
E. side roof
N. side roof
N. side roof
Flat cement roof tiles adhered with mortar to a
wood deck
Flat cement roof tiles adhered with mortar to a
wood deck
Flat cement roof tiles adhered with mortar to a
wood deck
Flat cement roof tiles adhered with mortar to a
wood deck
Flat cement roof tiles adhered with mortar to a
wood deck
Flat cement roof tiles adhered with mortar to a
wood deck
Flat cement roof tiles adhered with mortar to a
wood deck
Built up roof system over concrete deck
Tar & gravel roof system over concrete deck
8700 sq.ft.
N/A
N/A
N/A
N/A
N/A
N/A
700 sq.ft.
250 sq.ft.
X
X
X
X
X
X
X
X
X
G/L
G/L
G/L
G/L
G/L
G/L
G/L
G/L
G/L
Analyzed by: Nick
DYNATECH ENGINEERING CORP.
NIOSH 582 Cert. #7ME090203003DS
Potential For Damage
L = Low
M = Medium
H = High
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
0
o
/
0
■AVAN 1kO1/435E
Dynatech Engineering Co
Client: O$ENOUR ROOFING
Project:
N3oo NG 2 as Me dS
Mttacti SHIRES, FusgaDtk
rp.
Scale:
N.T.S.v
Date:
5.18•0
•
1 •
Contractor's Name:
(Low Slope Application)
UNIIUKM k(UU1H1• PERM 11 AYYL1UA'1ION
PROCESS No.
DETAIL 1 & 2
ROOF CATEGORY
❑ (Nail -On Tile)
Job Address: I 300 G_ _d' ' a (1LS ke 10,i
ie nI
s I
L: (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other)
De/Re-roofing ROOF TYPE
❑ New Roof ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft � Sloped Roof Area (ft') 13 I G Total (ft l ) IT 2 .1 Master Permit No.
Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1):
Ft.
A
v
Ft.
A
V
Deck type: Wood, p1 A�Ik
ATTACHMENT
Fastener Type:
SPACING
•
Field: • Perimeter: Corner:
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed) ?7
0
Page -1
e
(Mortar- Adhesive Set Tile)
ROOF PLAN
V
D E T A I L 3
Appendix "E" .
UNIFORM ROOFING PERMIT A PPLICA"ION
PROCESS No.
:J wood r) 1 It 1 ----e—
UodKtaymems 4 FM M • D i
besegadoec k
SLOPED SYSTEM DESCRIPTION
rastemar .yr. & spo itgl:
; SLOPS
r �4 ado o�a1f1
LE A
( Pmaal: x A (A�y Mme) : • 2 ) • Ma: . o • M o PCA. 9
( 2: �C X (Ar:ody,�ami. \tuhiplia): �. �) • Mg: /� • Mrs: �
s.l X (Aerodynamic Muluplia): ) - M " M ��v PCA: i(f �'
(Pmaa3: i•
Csp Sint: 'r 0 Dt5'fM L�q
wofco.am kIa
Page-2
NITA
age-
ATTA1 *MEWS REQUIRED
1) Fire =tory Listing Page
2) Dade 'omty Product Control
Nonce of Ace -Cover Shea
a) Sp4 dfic System Description
b), SF-dfic System Limitation
c) Ge cal Limitations
ions
d) Alt: pliable Mali Drawings
3) Mani 'pal Pmt Application
4) per. etu Approvals
Approved:12 /30/1999
tiU1LDTNG CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
,MIAh11, FLORIDA 33110 -1563
(303) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375.2537 FAX (305) 375.2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of (305) 37S -2902 FAX (305) 372 -6339
Atlantis Shake and Slate Flat Profile Tile
under Chapter 8 the Code of Miarni -Dade County governing the use of Alternate Materials and Types of
Construction, anil completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall nor be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material im nediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Monier Lifetile LLC
135NW20St.
Boca Raton
FL 33431
Acceptance No.:99- 1012.07 (Revises No.: 98- 0604.01)
Expires:12 /I6/2002
THIS IS THE COVE SHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING_CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above,
MIAMI -DADE COUNTY, FLORIDA
METRO•DADE PLAQLER BUILDING
Raul Rodriguez
Chief Product Control Division
rancisco Quintana,
Director
1 of 8 Miami -Dade County
Building Code Compliance Office
05/31/00
IN IS I. WE" ILE
1. SCOPE
This revises a roofing system using Monier Lifetile Atlantis Shake & Slate Concrete Roof
Tile, ' e as manufactured Monier Lifetile LLC described in Section o this
Edo
cceg
Lance, designed to comply with the South Florida Building Code,
ion for by
Miami -Dade County. For the locations where the pressure requirements, obtain by calculations determined in
SFC Chapter 23, do not exceed the design pressure values
compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
Categ nry: Prepared Roofing
Sub Category: Flat Profile Tile
2. PRODUCT DESCRIPTION
1VMano to rem
01
Monier Lifet.le 15 15"
Atlantis Shake and w = 10 3/8"
State Tile 1 y ' 4 " thick
Trim Pieces
Err
Rainproof 11
Ice and Wa=r
Shield
I'1t1J l I tr(mmi' r-II V rcuLA
ACCEPTANCE No. 99- 10174
A.P'PROVED :December 30, 1999
EXPIRES :December 16, 2002
NOTICE OF C PTANCE: S N ARTS CQwI)t ION
Dimensto
= varies
w = varies
varying thickness
2.1 Components or products manufactured by others
Product
gescri tiara
Test
1}intension "Petit'1+rntiOns
30 "x75' roll PA 104
36" x75' roll
or
60 "x75'roll
36" x 75' roll PA 103
2
■• Vt/ht.$APO
Self - adhering
unde
Product
Descri lion
Test
ecitications
PA 112 Flat, interlocking, high pressure extruded
concrete shale and slate roof tile equipped
with two nail holes, For direct deck, mortar
or adhesive set applications.
PA 112 Accessary trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Single ply, nail-on
underlayment with 2"
self - adhering top
edge.
TAAh hAh ,AA VV/ AT•AT
aanufactarer
Protect -O -Wrap
Inc.
(with current NOA)
W.R. Grace Co.
'OA)
Frank Zuloaga, RRC
Rooting Product Control Examiner
n„1♦ -- AA !TT 1TA
. 05/31/00 09:05 MEDITERRANEAN ROOF TILE -> 305 7588484
LONIER I. F�Tl1<.E j C
od
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar N/A
(' °TileTite'r' )
Roof Tile Mortar
( "Quikrete40 Roof
Tile Mortar
#1140")
Roof' Tile Mortar
("BONSALGt®
Roof Tile Mortar
Mix ")
Root Tile
Adhesive
( "Polyproe
AH 160 ")
T CE OF ACCE
Pjmens'tons
Vertical
Min. 1 "x 4"
Hontal
Min. 1 "x 4" (or use
with vertical battens
or
Min. 1 "x 2" for use
alone
Min. 10d.x3"
#8:4,2 Vi" long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia. .
N/A
N
PA 114
Appendix E
PA 114
Appendix E
PA 123
PA 123
PA 123
See PCA
Corrosion resistant
screw or smooth
shank nails
Corrosion resistant.
coated, square drive,
galvanized, coarse
thread wood screws
Prepared mortar mix
designed far mortar
set roof tile
applications.
Prepared mortar mix
designed for mortar
set roof tile
applications.
Prepared mortar mi:c
designed for mortar
set roof tile
applications.
generic
generic
ACCEPTANCE No.:_914L/1.2.12.
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
NC>E: ST -. D AR1) Cf3[vD1TfONS
Test Product
S eeifi .ions pescri tan Mrti tufacture.r
Wood Preservers Salt pressure treated generic
Institute LP — 2 or decay resistant
lumber battens
Bermuda Roof
C Inc, with
current PCA.
Quikrete
Construction
Products with
Current PCA
W. R. Bonsai Co.
with current PCA
Two component Polyfoam Products,
polyurethane
Inc.
adhesive designed for
a dhesive set roof tile
applications.
Frank Zutoa,a, RAC
Roofing Product Control Examiner
05/31/ 09:06 MEDITERRANEAN ROOF TILE 3 365 7556434
MOlER LIF,ETILE LLC
Product
Roof Tile
Adhesive
TileBond
Hurricane Clip &
Fasteners
3. LIMITATIONS
NOTICE OF _CCE
w e n sions
Factory premixed
canisters
Clips
Min.'/:' width
Min. 0,060" thick
Clip Fasteners
Min. Sd x l %"
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be
performed in accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory
to perform quarterly test in accordance with PA 112, appendix `A'. Such testing
shall be submitted to the Building Code Compliance office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing
Applications Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayrnent 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 chapter 29 of the SPBC.
3.7 May be installed on slopes 7 :12 and greater with a minimum of two screws.
4. INSTALLATION
4.1 Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile and its components
shall be installed in strict compliance with Miami Dade County Roofing
Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Tile
Profile
Monier Lif +tile Atlantis Shake & Slate Tile
Dl _UAL CE• ST
Test
S,pecifrgtionst
See PCA
PA 114
Appendix E
4
ACCEPTANCE No.: 99- 1012.07
APPROVED
EXPIRES
A DARD CONDITIONS
Product
Descj'iption
Single component
polyurethane foam
roof tile adhesive
Corrosion resistant
clips with corrosion
resistant nails.
M:inufu tur
110. 1 J
:December 30, 1999
:December 16, 2002
Flexible Products
(with current
NOA)
Generic
Table 1: Aerodynamic Multipliers - h (ft')
X. (ft )
Direct Deck Application
.x"-40 -�
ran uIonsa, RR
Roofing Product Control Exam
05/31/00 09:06 MEDITERRANEAN ROOF TILE 4 305 753334334
lMIONIER L1 ETILE
Tab
Tile
Profile
Monier Lifetile Atlantis
Shake & Slate Tile
Tile
Profile
Monier Lifetile
Atlantis Shah :e &
Slate Tile
NOTICE 0
'Cable 3:
to 2: Restoring M
3 ":12"
Direct Deck
6,0
TANCE:
STANDJ. t D DITI
oments due to Gravity - M (ft -lbf)
4 ":12" 6 ":12 "
Direct Deck
5.9
Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
for Nail-On Systems
Fastener Type Direct Deck Direct Deck Battens
(min 15/32" (min. 19/32"
plywood) plywood)
2 -10d Ring Shank Nails
1 -10d Smooth or Screw
Shank-Nail
2.10d Smooth or Screw
Shank Nails
1 #8 Screw
2 #8 Screw
1 -10d Smooth Or Screw
Shank Nail (Field Clip)
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails (Field Clip)
12 Od Smooth or Screw
Shank Nails (Eave Clip)
30.9
-F 7.3
14.0
30.8
51,7
24.
31,9
Monier tactile Atlantis Snake & Slate Tile Adhesive
2 See manufactures component approval for instattation req uirement ,
Flexitale Products Company TileSend Average weight per patty 13.9 grams.
Pol earn Product A vers a wei ht pet pa B ra ms.
5
ACCEPTANCE No.: 99- 1012.97
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
6 ":12 "
Direct Deck Direct Deck DirectDeck
5.6 j 5.6 - 5.5
38.1
9.8
18.8
51.7
19,0 19.0
35.5 ---r---- 35.5
7 " :12" or
greater
24,3
31.9
65.5
2 -10d Ring Shank Nails' 50.3
Installation with a 4" tile headlap and fasterners are located a min. of 2 from head of tile.
Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf)
for Two Pa Ad Set Systems
Tile Profile Tile Application Minimum Attachment
Resistance
31,3'
raiik uloaga. RRC
Roofing Product Control Examiner
HO. 02R D05
17.2
49
7.4
18.2
24.4
24.2
22.1
34.8
32.2
48,3
05/31/00 09:07 MED I TERRRNEHN KUUh 1 1 t r att.+o4
MONIER. LIFETILLLIS
NOTICE OF ACCEPTANCE: ST NDARD C Isi DITIONS
Table 4A: Attachment Resistance x Set S as a Moment - M, (ft - lbf)
a
for Single Patty mum Attachment
-- ..caton Minimum
115.9
40.4
Tile Profile
Monier Lifetila Atlantis Shake & Slate `file
Large • cld plac ement of 4$ rams of PolyPro r"
Medium eddy placement of 24 grams of PolyProT ".
I3: Attachment Resistance Expressed as a M oment - M, (ft-Ibf)
for Mortar or Adhesive Set Syst Attachment
Tile Tile
A pplication Resistance
Profile 39.0
Monier L.ifet,le Atlantis & Slate ` file °ra Sett
5. LABELING
All tiles shall bear the imprint or identifiable marling of the manufacturer's name or logo.
or following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following!
ti.1.1 This Notice of Acceptance.
6.1.2 Any other documents rewired by the Building Official or the South Florida
luilding Code (SFBC) in order to properly evaluate the installation of this system.
6
ACCEPTANCE No.: 99- 1012.07
APPROVED :December 30, 1999
EXPIRES :Decernber 16, 2002
11143
Frank Zuloaga, R.RC
Roofing Product Control Examiner
tJJ /.J J. tj'e
MEDITERRANEAN ROOF TILE -3 305 7588484
MONIER LIFETILE LLC ACCEPTANCE No.: 99-1.012.07
NOTICE OF ACCEPTANCE: STANDA COND_ir
PROFILE DRAWINGS
LOCK ww.,.
,.•w '•� ,:'v..,. w� • •w` ' -.. •~ `..r
ti w •w .- . •% • ..�. ..ti.
4VEP4.AY •,
OVERLAY
7
APPPOVED :December 30, 1999
EXPIRES :December 16, 2002
1
MONIER LIF£TIL,E ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE
Frank Zulonga, RRC
Ro. fing Product Control Examiner
NO. A21 P07
05/31/00 09:08 MEDITERRANEAN ROOF TILE .4 305 7588484
MONIER, (METTLE LLC ACCEPTANCE No. 99�141122
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
NQ' ICE OF ACCEPT C : S'I'AND R.D ONDITLQI
Renewal of this Acceptance (approval) shell be considered after a renewal application has been
filed and the original submitted documents, including test - supporting data, engineering documents,
are no alder than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approval ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. IF the Acceptance holder has not complied with all the requirements of this. acceptance.
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
autom;.ticaliy be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any ol' the following shall also be grounds lot removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance 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
Notice of Acceptance is displayed, then it shall be done in its entirety.
7 A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer need not reseal the copies.
8. Failum to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8.
END OF THIS ACCEPTAN
8
Frank Zuloaga, RRC
Roofing Product Control Examiner
Nu. 82E_ Poi8
•
PRODUCT CONTROL NOTICE OF ACCEPTANCE
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Your application for Product Approval of:
GAF Ruberold® Modlfed Bitumen Roof Systems for Concrete decks
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of
Construction, and completely described in the plans, specifications and calculations as submitted by:
Factory Mutual Research Corporation, Underwriters Laboratories, Inc., and Exterior Research & Design, LLC
Trinity Engineering
has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida
under the specific conditions set forth on pages 2 -61 and the standard conditions on page 62.
This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office
reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality
control testing. If this product or material fails to perform in the manner, the Building Code Compliance
Office may revoke, modify, or suspend the use of-such product or material immediately. The Building Code
Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance
Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florica Building Code.
The expense of such testing will be incurred by the manufacturer.
� ' -' _
a
Acceptance No.: 97- 0804.16 Renews No.: 95- 0330.06 y'� 1 T/
Expires: ' 11/06/00 Raul Rodriguez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the
conditions set forth above. n •
(2 4
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Approved: 11/06/97 Metropolitan Dade County
1
Applicant:
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Category:
Sub - Category:
Type:
Sub -Type:
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Membrane Roofmg System
Built -up Roofing
Modified Bitumen
APP and SBS
Product Control No: 97 0804.16
Product Control No.: 97- 0804.16
Approval Date: November 6, 1997
Expiration Date: November 6, 2000
System Description
GAF Materials Corporation has been manufacturing commercial roofing products for more than 100
years.
GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen
products include both APP and SBS products in smooth, granule and fire rated versions. In addition,
GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified
specifications.
GAF products are distributed through a wide network of roofing wholesale distributors throughout the
South Florida area.
GAF provides warranted systems over various insulated and non - insulated substrates, copies of which
can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and
Specification manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with
ASTM D 5147 test requirements.
Contact:
William J. Woodring
Director of Technical Services
(973) 628- 4134
Page 2 of 62
Frank Zuloaga,
Roofing Product Control Examiner
Membrane Type: SBS
Deck Type 3: Concrete Decks, Non - insulated, New Construction
Deck Description: 2500 psi structural concrete or concrete plank
System Type D(4): Base sheet adhered with approved asphalt.
All General Limitations shall apply.
Base Sheet:
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
Maximum Fire '
Classification
Maximum Slope:
Specification No.:
Product Control No: 97 0804.16
Install one ply of GAFGLAS® #75, GAFGLAS #80 UlltimaTM Base Sheet,
GAFGLAS® PLY 4 ®, GAFGLAS'l PLY 6 ®, GAFGLAS FlexPly TM 6,
RUBEROIDTM Modified Base Sheetor RUBEROID® 20 directly to the primed
deck. Adhere with any approved mopping asphalt applied within the EVT range
and at a rate of 20- 401bs.sq..
(Optional) one or more plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6®
or GAFGLAS FlexPlyTM 6 ply sheets adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq..
One or more plies ply of RUBEROID MOP Smooth, Ruberoid® Mop Granule,
RUBEROID ULTRACLADTM, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus
Granule, Ruberoid® Mop FR, RUBEROID ULTRACLADTM , Ruberoid® 30 or
Ruberoid® 30 FR adhered in a full mopping of approved asphalt applied within
the EVT range and at a rate of 20-40 lbs./sq..
(Optional, required over RUBEROID MOP Smooth) Install one of the following:
1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat
of approved asphalt at 60 Ibisq.
2. GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq..
-457.5 psf
Class 'A'; see General Limitation #2.
1:12; see General Limitation #3.
Page 45 of 62
/,SP"
rank Zuloaga,
Roofing Product Control Examiner
t
Product
GAF Asphalt
Concrete Primer
GAF Mineral Shield®
Granules
GAF WeatherCoat® 5 gallons
Emulsion
GAF Premium
Fibered Aluminum
Roof Coating
GAF Jetblak All
Weather Plastic
Cement
GAF Aluminum
Emulsion
GAF Aluminum Roof
Paint
GAF Built -Up
Roofing Asphalt
GAFGLAS® #75
GAFGLAS #80
UltimaT' Base Sheet
GAFGLAS Ply 6®
GAFGLAS
FlexPlyTM6
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Test
Dimensions Specification
5, 55 gallons ASTM D 41
60 lb. bags ASTM D 1863
1, 5 gallons ASTM D 2824
1, 5 gallons
5 gallons
5 gallons
100 Ib. cartons,
bulk
ASTM 1227
ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion
to wet and dry surfaces.
ASTM D2824,
Type I
ASTM D312,
Tpyes I, II, III and
IV
3 sq. roll ASTM D 4601
751b. roll
2 Sq. Roll ASTM D4601
70 lbsiroll
5 sq. roll ASTM D 2178
45 Ib. roll
5 sq. roll ASTM D 2178
45 lb. roll
Page 4 of 62
Product Control No: 97- 0804.16
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.
Fibered aluminum coating.
Mineral colloidial bituminous emulsion
with reflective aluminum flakes
Non- fibered. aluminum pigmented,
asphalt roof coating
Interply mopping and surfacing asphalt
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 VI t g ass
with asphalt eat,ng.
Frank Zuloaga,
Roofing Product Control Examiner
Product
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
Vent Stacks (metal
and plastic)
Test
Dimensions Specification
1 sq. roll ASTM D 5147
87 lbs.
% sq. roll ASTM D5147
93 Ib. roll
1 sq. roll ASTM D 5147
102 Ib. roll
3/4 sq. roll ASTM D 5147
90 lbs.
1 sq. roll
102 lbs.
1 sq. roll
105 lbs.
1.5 sq. roll ASTM D 5147
95 lbs.
1 sq. roll ASTM D 5147
92 lbs.
1 sq. roll
92 lbs.
1 sq. roll
103 lbs.
Page 8 of 62
Product Control No: 97 0804.16
Product
Description
Heavy duty, polyester reinforced,
asphalt modified bitumen membrane.
Heavy duty, polyester reinforced,
asphalt modified bitumen membrane.
Asphalt impregnated, coated felt,
surfaced with mineral granules.
Non -woven polyester mat coated with
fire retardant polymer modified asphalt
surfaced with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
fire- retardant, polymer modified asphalt
surfaced with mineral granules.
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.
ASTM D 5147 Non woven fiberglass mat coated with
fire retardant, polymer modified asphalt
and surfaced with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
fire retardant polymer modified asphalt
surfaced with mineral granules.
PA 100(A) One way valve vent used to relieve
ASTM D 1929 built -up pressure within the roof system.
ASTM D 635 " GAF Vent Stacks are available in metal
or plastic.
ran Zuloaga,
Roofing Product Control Examiner
GENERAL LINIITATIONS
1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and
approved by applicant.
2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to
current Underwriters Roofing Materials Directory or other fire testing data listed in the
testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of
the South Florida Building Code.
3 Maximum slope range shall vary for each system; consult current Underwriters
Laboratories Roofing Materials Directory and manufacturer's specifications for
compliance with design criteria for each project.
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
may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet
allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break
shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either
system shall be at a minimum rate of 12 lbs.sq. Note:, Spot attached systems shall be limited
to a maximum design pressure of -45 psf except where GAFGLASI STRATAVENT®
Perforated is used, the maximum design pressure is limited to — 90psf..
5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade
County. Contractor shall be familiar with the details and specifications published by the
manufacturer, and the requirements of the SFBC.
6 The submission of system specifications and details shall accompany the Section II
Building Code Permit. This information is available in the publications listed in the
'System Description' of this Product Control Approval. The submission of these
documents, as well as the proper application and installation of all materials shall be the
sole responsibility of the contractor.
7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas,
as calculated in compliance with Chapter 23 of the,South Florida Building Code. Fastener
densities shall be increase for both insulation and base sheet as needed calculated in compliance
with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is
specifically referred within this NOA, General Limitation #20 will not be applicable.)
Page 59 of 62
Product Control No: 97- 0804.16
Pratruloaga,
Roofing Product Control Examiner
8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination
designs shall conform with Metro -Dade County Roofing Application Standard PA 111
and the wind load requirements of Chapter 23 of the South Florida Building Code.
9 Flashings shall be installed according to the manufacturers standard details, and may be
applied in cold application adhesive, approved asphalt or may be applied in conjunction
with an approved torch applied modified bitumen membrane. Specific details, approved
by the manufacturer, shall be submitted with the Section II Permit Application. All details
shall comply with the provision of the South Florida Building Code.
10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force
(F) value as tested in compliance with Metro-Dade County Protocol PA 105. If the fastener
values as tested are below those listed in the System Limitations, a professional engineer may
submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro-
Dade County Protocol PA 105 test report and calculations that comply with the wind load
requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard
PA 117.
11 Fastener spacing for insulation attachment is based On a Minimum Characteristic Force
(F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested,
are below 275 lbf. insulation attachment shall not be acceptable.
12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance
with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or
bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt
types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South
Florida Building Code.
13 Insulation may be installed in multiple layers. The first layer shall be attached in
compliance with Product Control Approval guidelines. All other layers shall be adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to
manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct
application procedures of insulation panels in approved asphalt or adhesive, which shall
comply with provision of Roofing Application Standard PA 117.
14 All standard panel sizes are acceptable for mechanical attachment. When applied in
approved asphalt, panel size shall be 4' x 4' maximum.
15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a
bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for
uplift resistance. Test pressures shall be calculated in complianc w it iJ e wind Load
requirements of Chapter 23 of the South Florida Building Code to the-des; : ugii s'sureiRf the roof.
Page 60 of 62
Product Control No: 97- 0804.16
uloaga,
Roofing Product Control Examiner
• Product Control No: 97- 0804.16
16 In re- roofing applications, moisture content in an existing roof must be in compliance with
Section 3401.10(m), (n) of the South Florida Building Code.
17 Roll good materials shall be stored on end and on a clean, flat and dry surface.
18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or
approved adhesives may be used prior to the application of the insulation layer.
19 Consult current Underwriters Laboratories Directory for the appropriate coating for each
roofing assembly to obtain the required fire rating. The assembly shall be installed in
strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for
maximum fire classification.
20 The maximum designed pressure limitation listed shall be applicable to all roof pressure
zones (i.e. field, perimeters, corners). Neither rational analysis, nor extrapolation shall be
permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended
comers and comers). (When this limitation is specifically referred within this NOA,
General Limitation #7 will not be applicable.)
Page 61 of 62
Zuloaga,
Roofing Product Control Examiner
a Product Control No: 97- 0804.16
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
1
ACCEPTANCE NO.: 97- 0804.16
APPROVED: November 6, 1997
EXPIRES: November 6, 2000
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documentation, including test supporting data, engineering documents, are no older than
eight (8) years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the
specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and
the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as lie one originally approved;
c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted,
is no longer practicing the engineering profession.
4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
6 The Notice of Acceptance number preceded by the words Metro-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is
displayed, then it shall be done in its entirety.
7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all times. The copies need not be resealed by the engineer.
8 Failure to comply with any section of this Acceptance'shall be cause for termination and removal of
Acceptance.
9 This Acceptance contains pages 1 through 62
END OF THIS ACCEPTANCE
Page 62 of 62
N
• uloaga,
Roofing Product Control Examiner
•
ROOF COVERING MATERIALS (TEVT)
1999 Roofing Mate
ROOFING SYSTEMS (TGFU)— Continued
;`Deck: NC Incline: 1/4
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or " Polyfoam
'' 1 in. min.
Base Coat: One or two applications "Gacoflex LIB- 7050 ", applied at 1
gal/sq/application or three applications, applied 1 -1/4 gat/sq/application
I
16 -32 dry mils).
urfacing: "Gacoflex UA-65" Series (various colors), applied 1 gal /sq (12
dry mils).
Deck: NC Incline: 1/2
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or " Polyfoam
303 ", 1 in. min.
Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1
gal/sq/apptication or three applications, applied 1 -1/4 gal/sq/application
$ (16 -32 dry mils).
urfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal/sq (15
dry mils).
Deck: NC Incline: 2
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or " Polyfoam
303 ", 1 in. min.
Base Coat: "GacoSil 5- 1000 ", applied at 1 gal /sq (10 dry mils).
Surfacing: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils).
Deck: NC Incline: 1
Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness.
Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils.
I, Deck: NC Incline: 2
;i Foam: " Polyfoam 275 ", any thickness.
Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils).
Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14
dry mils).
Deck: NC Incline: 2
Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness.
Base Coat: One or two applications "Gacoflex UB- 7051", applied at 1
gal /sq. /application (16 -32 dry mils).
Surfacing: One application of "Gacoflex A -55 Series" (various colors),
applied at 1 -1/2 gal /sq. (15 dry mils).
3S. Deck: NC Incline: 1/4
i! Foam: " Polyfoam 251 ", " Polyfoam 275" or " Polyfoam 303 ", any thickness.
Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gat/sq. (18 dry mils).
Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5
lb /gat with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex
UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast
application of 30/60 mesh crushed walnut shells applied at 7 -8 lb /sq.
Surfacing: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils).
GAF MATERIALS CORP R1306
'1361 ALPS RD, WAYNE NJ 07470
'RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an
alternate to Type G2 base sheets in any of the following Classifications.
"1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia - Pacific
:'Dens- Decke" overlayment board may be used in any existing noncombustible
deck Classification. When this is done, the resulting roofing system is
`acceptable for use over combustible (15/32 in. min) roof decks. The joints in
the gypsum board and overlayment board are offset 6 in. with the joints in the
deck. If polystyrene is part of the roof system, it must be placed below the
dverlayment board.
Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to
"Dens- Deck" in hot asphalt.
"GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or
hot mopped over noncombustible decks and as a recover over existing roof
ems.
-,GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD"
;insulation in any of the following systems.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS
#80 Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass
fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A, B or C roof
systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base
sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent
(Vent-Ply) for nailable decks ". Perforated to be mopped and nailable to be
mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base
Sheet", " GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply)
for nailable decks ") may be substituted for 61 asphalt glass fiber ply sheet
_r6AFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following
systems.
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically
fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechanically
fastened.
LOOK FOR THE UL MARK ON PRODUCT
systems Directory
ROOF COVERING MATERIALS (TEVT) 141
ROOFING SYSTEMS (TGFU) — Continued
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class
A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITEee" or any
other UL Classified perlite insulation.
Crushed stone or stag are suitable alternates for gravel in any of the Class A,
B or C systems listed.
Structural cement fiber building units are considered suitable to be included
as a deck in the following Class A, B or C systems listed over C -15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems
does not adversely effect the rating. The use of 1/2 in. min gypsum board is
an acceptable alternate for insulation over C -15/32 decks.
The use of polystyrene insulation board between min 3/4 in. perlite board
and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a
suitable alternate for isocyanurate board in the following Class A, B or C
systems.
"GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP
Composite A" may be substituted for any isocyanurate insulation in any of the
following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt
Systems with Hot Roofing Asphalt".
GAFGLAS #80 Premium Base Sheet may be used in any of the following
systems.
Class A, B and C.
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or4nore layers Type 61 "GAFGLAS Ply 4" or " GAFGLAS Ply
6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply
6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet".
3. Deck: NC Incline: 2 ?
Insulation (Optional): One or more layers perlite wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiberfisocyanurate composite, phenolic, 2 in.
max.
Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply
6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet".
4. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
eck: C -15/32 Incline: 1
�' • Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base. Sheet: One layer of Type G2 "t;AFGLAS #75 Base Sheet" (may be
nailed). •
Ply Sheet One or more layers of Type 61 "GAFGLAS Pty 4" or GAFGLAS Ply
6".
Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet ".
6 ) Deck: NC Incline: 3
' Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet".
Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply
6 ".
Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet;
7. Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane,
perlite /isocyanurate composite, perlite /urethane composite, phenolic,
1.0 in. min (offset from plywood joints 6 in.).
Base Sheet One or more layers of Type 61, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral. Surfaced Cap Sheet ", hot mopped.
8. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood flber / isocyanurate composite, phenolic, any
thickness.
ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU) Continued
4 in. (min) Georgia- Pacific "Dens Deck® Overlayment" are used directly
the deck with all joints staggered 6 in. (min) from plywood joints.
A.vapor barrior may be optionally installed under all systems utilizing
GUARD" insulation. " EVERGUARD" insulation is an acceptable alternate
any polyisocyanurate insulation of the following systems. GAFGLAS
may be used as an option over EVERGUARD insulation. GAFGLAS
nt Perforated Base Sheet may be utilized as an additional ply in
of the following systems.
Class A - Ballasted
Deck: NC Incline: 2
Insulation: One or two layers "Isotherm R ", any thickness, loose laid or
mechanically fastened.
Membrane: Any'UL Classified membrane used in a ballasted system.
Surfacing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq.
Deck: C -15/32 Incline: 1/4 (NC -2)
6., Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in.
Membrane: "Ruberoid® Torch 1" (modified bitumen).
Surfacing: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10
.. lbs /sq and spaced not more than 1/8 in.
Deck: NC Incline: 3
Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in.
Base Sheet (Optional): Type 15 asphalt organic felt or Type G2.
Membrane: "Ruberoid® Torch 1" (modified bitumen).
Surfacing: Gravel.
Deck: C -15/32 Incline: 1/4
Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness.
Membrane: "Ruberoid® Torch 1" (modified bitumen).
Slip Sheet: 0.004 in. polyethylene (not UL Classified).
Surfacing: 3/4 in. thick concrete with one layer of No. 10 Summerville
Quarry tile (or equivalent) grouted in place.
5. Deck: NC Incline: 2
Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness.
Membrane: "Ruberroid® Torch 1" (modified bitumen).
Surfacing: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or
concrete pavers weighing not less than 10 lb /sq ft and spaced not more
than 1/8 in.
6. Deck: NC Incline: 3
Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid
loosely.
Membrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid
loosely.
Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or
concrete roof pavers.
Class A - Fully Adhered
1. Deck: NC Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet Optional): One or more layers Type G1, G2 or G3.
Membrane: One or more layers "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot
roofing asphalt.
2. Deck: NC Incline: 1/2
Base Sheet (Optional): One or more layers Type G1, G2 or G3.
Membrane: One or more layers "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq.
3. Deck: NC Incline: 1/4
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, any thickness.
Base Sheet (Optional): One or more layers Type G1, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid
Mop Plus" (granule).
Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq.
4. Deck: C -15/32 Incline: 1/2
Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane,
perlite / isocyanurate composite, perlite /urethane composite, phenolic,
1 -1/2 in. min thickness (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq.
5. Deck: NC Incline: 1/2
1999 Roofing Materials and Systems Directory
6.
7.
8.
9.
10.
11.
12.
13.
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT) 143
ROOFING SYSTEMS (TGFU) Continued
Base Sheet (Optional): One or more layers of Type G1, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule).
Surfacing Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy
Ind. "20 F Emulsion" at 3 gal /sq.
Deck: C -15/32 Incline: 1/2
Insulation: One or more layers perlite, glass fiber, 3/4 in. min,
isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane
composite, phenolic, 1 -1/2 in. min.
Base Sheet (Optional): One or more layers of Type G1, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule).
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Gravel.
Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite]
urethane composite, wood fiber /isocyanurate composite, phenolic.
Base Sheet: Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type G1.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule).
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97, 1 -1/2 - 3 gat/sq or gravel.
,Deck: NC Incline: 1/2
Insulation: One or more layers perlite, glass fiber, 3/4 in. min,
isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane
composite, phenolic, 1 -1/2. in. min.
Base Sheet (Optional): One or more layers of Type G1, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: "AL MB Aluminum Roof Coating" at 1-2 gal /sq.
Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in.
min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped
in place.
Membrane: "Ruberoid Mop FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 - 1/2 gal /sq or
GAF Weather Coat Emulsion at 3 gal /sq.
Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in.
min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet"
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS
Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 - 1/2 gal/so or
GAF Weather Coat Emulsion at 3 gal /sq.
Deck C -15/32 Incline: 1/2
Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber,
any thickness, hot mopped or mechanically fastened in place. Joints
offset 6 in.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ".
hot mopped or mechanically fastened in place.
Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or
"Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or
GAF. Weather Coat Emulsion at 3 gal/sq.
Deck: C -15/32 Incline: 1/2
Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness,
hot mopped or mechanically fastened in place. Joints offset 6 in.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ". hot
mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 - 1/2 gal /sq or
GAF Weather Coat Emulsion at 3 gal /sq.
Deck: NC Incline: 1/2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass
fiber, any thickness, hot mopped or mechanically fastened in place.
Joints offset 6 in.
1 •
144
ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU) — Continued
Base Sheet One or more Layers of Type G2 " GAFGLAS #75 Base Sheet ",
hot mopped in place.
Ply Sheet (Optional: One or more layers of Type 61 "GAFGLAS Ply 4" or
"Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal/sq
or GAF Weather Coat Emulsion at 3 gal/sq.
14. Deck: NC Incline: 1/2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass
fiber, any thickness, hot mopped or mechanically fastened in place.
Joints offset 6 in.
Base Sheet One or more layers of " GAFGLAS #75 Base Sheet ", hot
mopped in place.
Ply Sheet (Optional): One or more Layers of "GAF GLAS Ply 4" or "Ply 6"
hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Weather Coat Emulsion applied aj: 3 gal /sq or
\GAF Fibered Aluminum Coating at 1 -1/2 gat /sq.
ck: C -15/32 Incline: 1/2
nsulation (Optional: Perlite, fiber glass, isocyanurate, urethane, perlite/
isocyanurate composite or phenolic,. e ,„, �,
Base Sheet One or more layers Type Gtr 537bafe sheet, hot mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type 61, hot mapped in place.
Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule):
16. Deck: C -15/32 Incline: 1/2
Insulation (Optional?: Perlite, fiber glass, isocyanurate, urethane, perlite/
isocyanurate composite or phenolic, offset 6 in. from joints.
Base Sheet One or more layers of Type G -2 or G -3 base sheet, hot
mopped or mechanically fastened.
Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in
place.
Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth).
Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR"
(granule)
17. Deck: NC Incline: 1
Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate,
urethane, perlite /isocyanurate composite or phenolic.
Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type 61, hot mopped in place.
Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR"
(granule).
18. Deck: NC Incline: 1/2
Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate,
urethane, perlite /isocyanurate composite or phenolic.
Base Sheet (Optional): One or more layers of Type G -2 or G -3 base
sheet, hot mopped or mechanically fastened.
Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in
place.
Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop"
(smooth).
Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or
"Ruberoid Mop 170 FR" (granule).
19. Deck: NC Incline: 1/2
Insulation (Optional): One or more layers of perlite, glass fiber,
isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any
thickness.
Base Sheet One or more plies 61 or G2, hot mopped or adhered with
Karnak Chemical Co. "No. 81" or Gibson -Homan "(Vo: 6160" cold applied
adhesive at 1 -1/2 gal /sq.
Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR"
(granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or
Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq.
20. Deck: C- 15/32 Incline: 1/4
Insulation: Polyisocyanurate, any thickness.
Base Sheet " GAFGLAS #75" (Type G2), mechanically attached.
Membrane: One or more plies of "Rubberoid Torch (smooth).
Membrane: "Ruberoid Torch 170FR" (granule).
21. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber
any thickness, hot mopped or mechanically fastened.
Base Sheet: One or more plies of Type G2 " GAFGLAS #75" or "Ruberoid 20
FR" base sheets, hot mopped or mechanically fastened.
Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place.
22. Deck: C -15/32 Incline: 1
Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass
fiber any thickness, hot mopped or mechanically fastened.
Base Sheet One or more plies of Type G2 " GAFGLAS #75" hot mopped or
mechanically fastened.
1999 Roofing Materials and Systems Directory
24.
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28.
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32.
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU) — Continued
Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot
mopped in place.
Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place.
Deck: C -15/32 Incline: 1/2
Insulation (Optional): Fiber glass or perlite, mechanically fastened.
Base Sheet One or more layers Type G2, hot mopped or mechanically
fastened.
Ply Sheet: Two or more layers Type 61, hot mopped or mechanically
fastened.
Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot
mopped in place.
Deck: NC Incline: 1/4
Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood
fiber, 2 in. max.
Base Sheet: Type 15 asphalt organic felt, Type G2 or "Flex Base 60"
(modified bitumen), mechanically fastened or adhered with hot roofing
asphalt.
Membrane: "Ruberoid® Torch 1" (modified bitumen).
Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt
Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating"
at 1 to 2 gal /sq.
Deck: C -15/32 Incline: 1/4
Insulation: Two layers glass fiber (staggered joints), 1 in. each.
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing
asphalt.
Membrane: "Ruberoid® Torch 1" (modified bitumen).
Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt
Roof Coating" at 1 to 2 gal /sq.
Deck: NC Incline: 1/4
Membrane: 'Ruberoid® Torch 1" (modified bitumen).
Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt
Roof Coating" at 1 to 2 gal /sq.
Deck: NC Incline: 1/2
Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max,
mechanically fastened or adhered with hot roofing asphalt.
Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechanically
fastened or adhered with hot roofing asphalt.
Membrane: "Ruberoid® Torch 1 ", heat fused.
Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather
Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq.
Deck: NC Incline: 1/2
Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/
urethane board, 2 in. max, mechanically fastened.
Base Sheet: Type G2 (modified bitumen), mechanically fastened or
adhered with hot roofing asphalt.
Membrane: 'Ruberoid® Torch 1" (modified bitumen), heat fused.
Surfacing: Monsey Products "Dura- White ", "Endure White Elastomeric
Roof Coating" or "Pro -Grade White Elastomeric Roof Coating ", 3 gal /sq.
Deck: NC Incline: No limitation
Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite,
wood fiber, any combination in any thickness, mechanically fastened or
adhered with hot roofing asphalt.
Base Sheet: Type G2 (modified bitumen), mechanically fastened.
Membrane: "Ruberoid® Torch 1 ", heat fused.
Surfacing: "Tuff -Corp" field mixed insulating coating composed of 6 -2/3
cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and
17 gal of water spray applied to min 1/2 in.
Deck: C -15/32 Incline: No limitation
Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite,
any combination in any thickness, mechanically fastened.
Base sheet: Type G2 (modified bitumen), mechanically fastened or
adhered with hot roofing asphalt.
Membrane: "Ruberoid® Torch 1 ", heat fused.
Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3
cu ft of perlite, 7 lb of "TC -500 Masterbatch", 94 lb Portland cement and
17 gat of water spray applied to min 1/2 in.
Deck: NC Incline: 1/2
Insulation (Optional): Glass fiber, perlite, wood fiber, 1 in. max,
mechanically fastened or adhered with hot roofing asphalt.
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing
asphalt.
Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused.
Surfacing: Henry "No. 229 Asphalt Emulsion" at 1 gal /sq or GEO
Industries "No. 929 Aluminum Emulsion" at 1 gal /sq.
Deck: NC Incline: 1/2
Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped
or mechanically fastened any thickness.
Base Sheet: Type G2, mechanically fastened or hot mopped.
Membrane: "Ruberoid® Torch 1 ", heat fused in place.
Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq.