ROOFINGMIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build -
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
. / n
Owner's Name and Address G O o ro 4-- 0 1 ) ..X` 41G. .. No. .7) / o.._ . Str eet .... S
Registered Architect and /or Engineer
Disapproved
(Signed)
To be constructed of
ing In pector
Name and address of licensed contractor 4fl /.2/�rN.. L.
Location and legal description of lot to be built on:
Lot Block Subdivision sy C?
Street and Number where work is to be done.. / O Q 4" e- a w .. ...
State work to be d ne and purpose of building oe s ). 7 7 ^ ) Cap /' 3 0 /io ?' .i
f
Al �¢ ;_... �.� .l F and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories 1
Roof Covering,,2 .
a.... J/0 '_/v14/ 9 4
Kind of foundation
Estimated Total cost of improvements $ Amount of Permit $. /#2
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, pn work to be performed , i(nder this
pennit, as are licensed by Miami Shores Village.
Remarks (Signed)
7 — i..l -' .- .—
6i< 7
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No..- ...1..9. Date 1/ 7 Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Mermber Member
Member ...... Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
1
=>
26
51
j9G3i,
76
2
7411,
1
27
t 7>�� i?
52
FA
77
3
28
53
78
4
29
54
74
5
30
55
80
6
31
56
81
7
32
57
-
-
82
8
33
58
R3
9
34
59
84
10
35
60
85
11
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
50
s
75
100
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
/�►► SITE SPECIFIC INFORMATION
Owner's Name: ry l O p.l A Permit #:
Job Address. 1010 1.3 E t \2- S 1 ' I 1.4 . }{9 -7 , O.
Roofing Contractor: @v ( 1 T D iF t ►—
Type of Tile: - -O .( T\ pc- 05,6A
Approximate Roof Height feet
Type of Access to Roof: Scaffolds t/ Ladder
Approximate Square Footage of Roof: 3100 ft
Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100
Date Tested: 12 . ' " DO
TEST RESULTS
P = PASS, F = FAIL
41 %$O
?ON- 8—ef
Date Installed 1Z - ' O tE9
Roof Pitch. 3 1 Z
Other
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
THIS REPORT SUBMITTED BY:
Civil Engineer:
P.E. Aigi(0 114gl o
Lab Certification # 98- 0608.04
State of FL Certificate Authorization # 4100
Pro
N2 000625
Ati 415'
arMIMM ■ir`ra■■`MWiinsa
1/111101111MINIM11111112ANIIMINVINNIIII
ININIIIMILIMIEJIMIELIMINII �r ■i •■■M17 M■■■ �_
w�> %II�`iii ■iii M
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/iii ■■`i1■ ■ ■ ■ ■■ \ /billE■
■ ■lii�•■�i ■ ■�ri ■ !� .,.,
F0
I'
1
S
NOTES'
$KETCH OF ROOF
JOB
SHEET NO
CONTRACTOR
CHECKED BY DATE
SCALE
•
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 6-5-2000 Job Address 1010 N. E. 92 Street Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee /Tenant Kathleen Redmond Master Permit# 97/ gi O (3 !2vQ.
Owner's Address 1010 N.E. 92 Street Miami Shores Phone 757 -5259
Contracting Co. Quality Roofing Con trartnr, Inc Address 13800 N.W. 1st Avenue
Qualifier Carlos Arocho SS# Phone 751-0382
State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co.
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Signs
Notary as to 0 ' er and/or Condo Presiden
My Commission Expires:
APPROVED:
Zoning Building 1 7/ 4 (PD
Mechanical Plumbing
Address
Address
Address
WORK DESCRIPTION Tear off old roof to wood deck,
galvanized eave drip and valley metals whe e r
one layer of 901b. ASTM felt install ;, 1 _s srIM A
tin cap 301b. ASTM felt, install
uired, mop on with type III aspha
iv=
se ing. a roof, tin cap base sheet, mop on modified ruberoid bitumen.
Estimated Cost (value) 1 6, 000.0
SquareFt 37sq. Tile 4sq. Flat
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'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 zing. Furthermore, I authorize the above -named contractor to do the work stated.
ate Signature of Contractor or Owner - Builder D to
MARYLOU HERNANDEZ
MY COMMISSION # CC 690474
EXP110: Motor 10, 2001
BoeW idn, Nokry PM* lb hrofes
FEES: PERMIT 2. `i f RADON C.C.F. 9 4 0 NOTARY
Notary as to Contr -: ctor or 0
My Commission Expires:
Electrical
Engineering
123.01.78 4/99
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name:040d, 1 ' ot Dn1A_q Y Job Address:
o o G s1T<<f
ROOF CATEGORY ./
2{(Low Slope Application) ❑ (Nail -On Tile) l ( Morta dhesive Set Til
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) •
• ROOF TYPE
❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft') 5 L Sloped Roof Area (ft ,37 sci. Total (ft') / -, Master Permit No.
Exposure category (per ASCE 7 -88): & Building Classification category (per ASC 7 -88 table 1): t'
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed) (��
)0 4 „,,,,koe 0 ,0,004()v
,1µo5
s
Ft.
Ft.
A
ID
Deck type: IOOOct
ATTACHMENT
l l
Fastener Type: 1 /y r; n 3 stlCA.nk. na: Is
11 a Laps
SPACING
q D�'
11
Field: NI/1).c . Perimeter: (o O .c.-Corner:'
?JP' Y"" n'
DETAIL 1 & 2
ROOF PLAN
Page -1
Ridge Ventilation?
Deck type:
MEAN HEIGHT to /
LL9O pa_ t X ( ,o
Underlayluent:
Insulation:
12"
ROOF SLOPE
D E T A 1 L. 3
SLOPED SYSTEM DESCRIPTION
3 0 110 , PsT N
N
HI
Fastener type & spacing:
Cap Sheet:
Roof Covering
Drip edge:
lv ,94.Sa Ivan ; z->✓ft
42"0.6. Fie /d. 9 " e ) . /A /OS
6 c -coinus y ens ler,
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Miami -Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
(Pmax19,2. x
(Pmax2:103T9 x
(Pmax3J03.9 x
? (Aerodynamic
o1 "
X (Aerodynamic
A, (Aerodynamic
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
TILE CALCULATIONS
Multiplier):2 9 7 ) - M ,3 0 = Mrl:N to 7 PCA: ( (� I
Multiplier)30. D q ) - M 30 = Mr2:2321 PCA: g( .
Multiplier / ) - M = M 1 PCA: &pi
ilake
Se-rteor
APPENDIX. "F"
REQUIRED O11'tNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
'As it pertains to this Appendix "F", it is the responsibility of the roofing contractor to provide the owner with tlic
required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this
forth. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the mininht:tu
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 provisiohs of Chapter 34 are for the purpose of
providing 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 not part of a zoning code, should be addressed as part of the
agreement between the owner and the contractor.
_______2. Renailing \Vood Decks: \Viten replacing roofing, the existing wood roof deck may have to be renai'cd
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)
3. Common Roofs.: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing 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, can bc
. 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.
S. 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 oldie new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
Overflow Scuppers (hwnll outlets): It is required that rainwater floe' off so that the roof is no:
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge i.`
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with Chapter 23 of the SFBC.
L 124/2, 7. Ventilation: Most roof structures should have some ability to vent natural airflow. through the i:Iter io:
of the structural assembly (the building itself). The existing amount of attic ventilation shall not bc redt:ccd. I:
may be beneficial to consider additional venting which can result in extending_ the service Iifc of the roof'.
S. The owner may contact the Miami-Dade County Consumer Services Department fo: furti:c:
information regarding the above.
Owner'3t,\gcnt's Signature Dat Contractor's Signature
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
00R334373 2000 JUL 12 10:18
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
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 this Notice of Commencement.
1. Legal description of property and street address: 1 01 0 N.E. 9 2 Street
Miami Shores, Florida 33138
2. Description of improvement: Kathleen Redmond
1010 N.E. 92 Street Miami Shores, Florida 33138
3.Owner(s) name and address: Reroof to a new tile and Flat roof.
Interest in property: Owner
Name and address of fee simple titleholder: N/A
4. Contractor's name and address: Quality Roofing Contractor, Inc.
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 0 0
6. Lender's name and address: N/A
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 Statutes,
Name and address: N/A
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: N/A
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Signature of Owner
Print Owners Name 47/E&/ 4 E-25/.40/t/Z) Prepared by: Carlos Arocho
Sworn to and subscribed before e this 07 day of, Quality Roofing Contractor,
Address: 13800 N. W. 1st Avenue
Miami, Florida 33168
1 / -. —
Notary Public
Print Notary's Name
My Commission Expires:
STATE OF FLORIDA, COUNTY OF DADE
1 H. RE8Y RTIFV that this is alts op of the
or1 nal file • • this office on
13800 N.W. 1st Avenue Mlami, Florida 33168
eni' MARYLOU HERNANDEZ
MY COMMISSION # CC 680474
EXPIRES:
... on
d Thru Notary Public
, A D 20
nd Official Seal.
of irc it a d ( Aunty Courts
D.C.
123.0162 10/96
ira00
. METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563
Monier Lifetile LLC (305) 375 -2901
FAX (305) 375 -2908
135 NW 20 St.
Boca Raton, Florida 33431 PRODUCT CONT 3 VISION
(305) 375-2902
FAX (305) 372-6339
Your application for Product Approval of:
Monier LIfetile LLC Villa, Capri, & Roll Tiles
under Chapter 8 of the Miami -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:
Redland Technologies, The Center for Applied Engineering, Inc., and Professional Service
Industries
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 -14 and the standard conditions on
page 15.
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 approved 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 South Florida Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 97- 1124.16
EXPIRES: 06/25/01
Internet mall address: postmaster @bulldingcodeonlIne.com
Revises: 95- 0322.07
95- 0322.03 .
• 95- 0316.04
aul 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 Miami -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.
Charles Danger, P.E.
Director
APPROVED: 06/25/98 Building Code Compliance Dept.
Miami -Dade County
Homepagefhttp://www.buIldIngcodeonlIne.com
r •
MOf' wER Linn:LE LLC
Trim Pieces
Product
Rainproof II
Ice and Water
Shield
TRADE NAMES OF PRODUCTS MA:
• ' LABELED BY APPLIC...
Test
Product
Dimensions Specifications
Monier Lifetile
LLC Villa & Roll
1 16'/2"
w == I3"
%" thick
Monier Lifeitile L = 17"
LLC Capri Tile W= 3 4"
PA 112
%" thick
1= varies
w = varies
varying
thickness
PA 112
TRADE NAMES OF PRODUCTS MAN-U
LABELED BY A.PPLICAN:.
Test
Dimensions Specifications
f acturer
•
30" x 75' roll PA 104 Siny
36" x 75' roll - O -Wrap,
und::
or 'nc.
60" x 75' roll 2,. S ` 'rrent NOA)
edg
36" x 75' roll PA 103
Page 2 of 15
PA 112
Self -
undo
Roo:
g, high
• ~•te roof tile
hole and
-'isect deck or
a r or
.
high
re roof tile
'e and
t deck or
roof
res, ridges
profile.
Grace Co.
: NOA)
finer
97- 1124.16
..va'I �ti•AA. 1 ■ LLL
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteri" ")
Roof Tile Mortar
( "Quikrete® Roof
Tile Mortar
#1140")
Roof Tile Mortar
( "BONSAL®
Roof Tile Mortar
Mix ")
Roof Tile
Adhesive
( "Polypro®
A H 160 ")
Product
Dimensions
Vertical
Min. 1;'x 4"
Horizontal
Min. 1"x 4" for use
with vertical battens
or
Min. 1 "x 2" for use
alone
Min. 8d x 2 %" or
min. 10dx 3"
#8x 2' _" Tong
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Hurricane Clip & Clips
Fasteners Min. 'A" width
•
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 V."
Test
Specifications
Wood Preservers
Institute LP — 2
PA 114 Appendix E
PA 114 Appendix E
PA 123'
PA 123
PA 1.23
Product
Description
Salt pressure
treated or decay
resistant lumber
vatterts'
Corrosion resistan
screw or smooth
shank nails
Corrosion resistant,
coated, square
drive, galvanized,
coarse thread wood
screws
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
See PCA Two component
polyurethane
adhesive designed
for adhesive set
roof tile
applications.
PA 114 Appendix E Corrosion resistant
clips with corrosion
resistant nails.
Page 3 of 15
Product Control No.: 97- 1124.16
Manufacturer
generic
generic
generic
Bermuda Roof
Company, Inc. with
current PCA
Quikrete
Construction
Products with
Current PCA
W. R. Bonsai Co.
with current PCA
Polyfoam Products,
Inc.
PCA #94- 0401.01
Generic
oaga,
Roofing Product Control Examiner
MONR LIFETILE LLC Product Control No.: 97- 1124:16
SYSTEMS
(CONTINUED)
Deck Type: Wood, Non - insulated
Deck Description: New construction 19 /32" or greater plywood or wood plank.
SYSTEM D: Mortar or Adhesive Set Application
Slope Range: 2 ":12" to 7 ":12"
Note: System D is only acceptable in this slope range. For slopes in excess
of 7 ":12 ", refer to System C.
Underlayment: Install underlayment system in compliance with Dade County Application
Standard PA 120. (See System Limitation #5.)
Roofing Tile: Install tile in compliance with Dade County Application Standard PA 120.
(See "Data for Attachment Calculations" included in this Approval.)
Comments: 1. For re -roof applications, 15 /32" plywood is an acceptable substrate.
Page 9 of 15
ran Zuloaga, RRC
Roofing Product Control Examiner
• Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
for Nail -On Systems
Table 2:
Restoring Moments
4 ":12"
due to Gravity
5 ":12"
- M (ft-lbf)
6 ":12"
7 ":12" or
greater
Tile
Profile
3 ":12"
1 nail
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Batten
s'
Direct
Deck
Batten
s
Direct
Deck
Monier
Lifetile LLC
Villa Tile,
Roll Tile,
and Capri
Tile
5.57
6.30
5.48
6.18
5.37 '
6.05
5.24
5.90
5.09
•
N/A
• Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
for Nail -On Systems
Tile
Profile
Tile
Application
Approved
Nails
Approved
Screws
Approved
Field Clip
With:
Approved
Eave Clip
With:
1 nail
2 nails
1
screw
2
screws
1 nail
2 nails
1 nail
2 nails
Monier
Lifetile LLC
Villa, Roll,
and Capri
Battens
4.10
7.10
22.90
49.10
24.20
34.80
22.10
32.20
Direct Deck
•
11.80
21.90
25.80
47.10
24.30
35.50
19.00
31.90
MONTER LIFETILE LLC
DATA FOR ATTACHMENT
CALCULATIONS
Product Control No.: 97- 112446
Table 1: Aerodynamic Multipliers - X (ft')
Tile
Profile
Monier Lifetile LLC Villa Tile,
Roll Tile, and Capri Tile
X(ft)
Batten Application
0.27
X (ft')
Direct Deck Application
0.29
1 Data note i n T 3 is for instal at on with a 3" tile headlap.
2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others'
and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this
attachment configuration unless the Required Moment of Resistance exceeds the values
noted above.
Page 11 of 15
uloaga, RRC
Roofing Product Control Examiner
MONIER LIFETILE LLC
SYSTEM LrMJTATIONS
Product Control No.: 97 1124.16
1. The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LLC Capri &
Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards
PA 118, PA 119 or PA 120, depending on the method of installation.
2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter
larger than that of the preformed holes in the tile.
3. System installation shall be in compliance with the system specifications outlined n this Product
Control Approval. The method of attachment utilized shall provide sufficient attachment resistance
to meet or exceed the required resistance determined in compliance with Dade County Protocol PA
115 or PA 127. Tile profiles listed here in have been tested for both wind characteristics and static
uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or
PA 127 shall be done as a 'Moment Based System'.
4. For adhesive set tile applications, a field static uplift test by a Dade County accredited testing
agency, in compliance with Dade County Protocol PA 106, shall be performed.
5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular
to the roof pitch unless stated otherwise by the underlayment material manufacturer's published
literature.
6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building
Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control
Approval and a copy of the Product Control Approval of any Roofing Component used in the
proposed tile application. Reference shall be made to appropriate data for the required fire rating.
8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain •
quality control in compliance with the South Florida Building Code and related protocols. Samples
taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'.
9. Fire classification is not part of this aceptance.
Page 10 of 15
Frank Zuloaga, RRC
Roofing Product Control Examiner
MONMR LIFET!LE LLC
DATA FOR ATTACHMENT
CALCULATIONS (CONTINUED)
Product Control No.: 97- 1124.16
Table 3 -A: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf)
for Nail -On Systems
Tile
Profile
Monier Lifetile
LLC Villa Tile,
Roll Tile, and
Capri Tile
Tile
placation
Dire • Deck
New Cons
(min. 19 / 32 " PI
Direc • eck
Recov: r /Reroof
(min. ' /, plywood)
Battens
New Construction
Two (2) 10d x 3" long nails
67.50
•
43.00
50.90
1 Tile installation with a 4" headlap using two (2) Approved 10d x 3" long
polymer coated, corrosion resistant, ring shank nails installed in
manufactured holes located 2%" from the head of the tile. Clips on eave
tile are not required for this attachment configuration unless the Required
Moment of Resistance exceeds the values noted above.
Table 4: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Monier Lifetile LLC Villa Tile,
Roll Tile, and Capri Tile
Tile
Application
Mortar Set
Adhesive Set
Attachment
Resistance
20.60
86.61
Page 12 of 15
uloaga, RRC
Roofing Product Control Examiner
MONIER LIFETLLE LLC
PROFILE DRAWINGS
Page 13 of 15
MONIER LIFETILE LLC VILLA TILE
MONIER LIFETILE LLC ROLL TILE
Product Control No.: 97- 1124.16
uloaga, RRC
Roofing Product Control Examiner
-••- - •� +.1.Cr.L /Lad LLC
- 0.07.
0.07"
0.34' O.10"
PROFILE DRAWINGS
(CONTINUED)
MONIER LIFETILE LLC CAPRI
23 OCC.
2.46"
Page 14 of 15
1.70"
Product Control No.: 97 1124.16
■SIOSSOSS001*-
0.171"
APPROVED SCREW FOR SCREW DATA IN TABLE 3
ga
Roofing Product Control Examiner
0.173
MON ER LIFETIME LLC Product Control No.: 97- 1124.16
Monier Lifetile LLC ACCEPTANCE NO: 97- 1124.16
135 N.W. 20 St. APPROVED : June 25, 1998
Boca Raton, FL. 33431 EXPIRES : June 25, 2001 •
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1 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: "Miami -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 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.
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 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 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.
This Acceptance contains pages 1 through 15.
END OF THIS ACCEPTANCE
Page 15 of 15
Roofing Product Control Examiner
PRODUCT CONTROL NOTICE OF ACCEPTANCE
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Your application for Product Approval of:
GAFRuberold® Modlfed Bitumen RoofSystems for Wood 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:
Dynatec /, Engineering, Inc., Factory Afutual Research Corporation, and Underwriters Laboratories, Inc.
has been recommended for acceptance by the Building Code Compliance Officylo be used in Dade County, Florida
under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61.
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 approved 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 Florida Building Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.: 97- 0804.14
Expires: 11/06/00
•
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
•
BUILDING CODE COMMITTEE
Approved: 11/06/97
This application for Product Approval
Compliance Office and approved by the
conditions set forth above.
Revises No.: 95- 1003.03
1
4 1 f
Raul Rodriguez
Product Control Supervisor
has been reviewed by the Metropolitan Dade County Building Code
Building Code Committee to be used 'n ade County, FI rich under the
/1/ , ; 7 e
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Metropolitan Dade County
A licant:
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Catesoai
Sub =Ca_ t_ emery
Tyke_
Sub-T pe:
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Membrane Roofing System
Built -up Roofing
Modified Bitumen
APP and SBS
Contact:
William J. Woodring
Director of Technical Services
(973) 628 - 4134
Page 2 of 61
Product Control No: 97- 0804.14
Product Control No.: 97- 0804.14
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 manu.11 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.
Frank Zuloaga,
Rooting Product Control Examiner
i
Insulation Types:
Material
Wood
Material
Wood
Basalt Wool
Perlite
Polyisocyanurate
Composite Board
Wood Fiberboard
High Density Wood Fiberboard
Rockwool
Maximum Design Pressure
Design Pressure
-75psf
Maximum Fire Classification
Classification
Class 'A'
t.
Page 3 of 61
Product Control No: 97 0804.14
Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck
types. Review system listings for design pressures and the Underwriters Laboratories Roofing
Materials Directory for Fire Classifications. •
Frank Zuloaga,
Roofing Product Control Examiner
Membrane Type: SBS
Deck Type is Wood, Non - insulated New Construction or Reroof
Deck Description: "iz" or greater plywood or wood plank decks
System Type A(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base Sheet:
GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 40D,
GAFGLAS® PLY 60, GAFGLAS FIexPIyTM Base Sheet,GAFGLAS®
STRATAVENT ®Nailable, RUBEROID Modified Base Sheet or RUBEROID®
20 applied to the deck with approved annular ring shank nails and minimum 1 s/ "
tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered j
along the center line of the sheet in the field.
Ply Sheet: (Optional) One, two, or three plies GAFGLAS PLY 40, GAFGLAS® PLY 6®
Ply or GAFGLAS Flex Ply 6 sheet adhered in a. full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 Ibs.sq.. .
Membrane:
Surfacing:
One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR,
Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or
Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of 20-40 lbs./sq..
Or,
•
One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule,
RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID 30,
RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UItraCIadTM SBS
in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq.
(Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) 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 lb./sq..
t.
2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an
application rate of 25 lb./sq. + 15%.
Maximum Design
Pressure: -45 psf (See General Limitation #7)
Maximum Fire
Classification: 'A'. See General Limitation #2.
Maximum Slope: 2 " :12 "; See General Limitation #3.
Specification No.:
Page 22 of 61
Product Control No: 97- 0804.14
Frank Zuloaga,
Roofing Product Control Examiner
Wood Deck System Limitations:
1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F')
of 95 lbf or greater as tested in compliance with Merto-Dade County Protocol PA 105. if F as
tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing
the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and
calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117.
2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are
applied in hot asphalt, maximum panel size shall be 4' x 4'.
a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of
275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing
Application Standard PA 117. If the fastener value, as field tested, are below 275•Ibf, insulation
attachment shall not be acceptable.
3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically
fastened base or anchor sheet.
4. %2 Type X gypsum board is acceptable to be installed directly over the wood deck..
Page 57 of 61
Product Control No: 97 0804.14
Frank Zuloaga,
Roofing Product Control Examiner
Page 58 of 6l
Product Control No: 97- 0804.14
GENERAL LX IITATIONS
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. Rer 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet
may be applied using spot mopping with approved asphalt, I2" 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. Where
STRATAVENT Perforated is used over approved isocyanurate foam insulation, the
maximum design pressure is limited to — 60psf.
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
docuinents, as well as the proper application and installation of all materials shall be the
sole responsibility of the contractor.
Zuloaga, Roofing Product Control Examiner
7 Perimeter and comer areas shall comply with the enhanced uplift pressu;c 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.)
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 Ibf., 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 (FB
types and temperature ranges shall be in compliance with Subsection 3403.4 a of the South It
(
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
Page 59 of 61
Product Control No: 97- 0804.14
rank Zuloaga,
Roofing Product Control Examiner
Product Control No: 97- 0804.14 '
14 All standard panel sizes are acceptable for mechanical
approved asphalt, panel size shall be 4' x 4' chment. When applied in
maximum.
15 In re- covery/re- roofing applications, prior to the application, all existing roof s
bonding substrate shall be tested in compliance with Metro -Dade County urfaces used as a
ty
uplift resistance. Test pressures shall be calculated in compliance wind ad
design pressure
requirements of Chapter 23 of the South Florida Building Code to the desi Find load
of the roof.
16 In re- roofing applications, moisture content in an existing roof must be i
Section 3 401.10(m), (n) of the South Florida Building Code. in compliance with
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 a ro ria
roofing assembly to obtain the required fire ratin pp p to coating for each
strict compliance with sections 3401.5 and 3401.6 f the South Florida shall ld be installed o
maximum fire classification. Idmg Code for
20 The maximum designed pressure limitation listed shall be applicable
zones (Le. field, perimeters, corners). No rational analysis, o extrapolation all be
permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters hall be
corners, and corners). (When this limitation is specifically referred within this NO
General Limitation #7 will not be applicable.) A,
Page 60 of 61
Frank Zuloaga,
Roofing product Control Examiner
•
- ROOFING SYSTEMS (TGFU)— Continued
Base Sheet (Optional): One or more layers Type GI, 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 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 gal/sq.
5. Deck: NC Incline: 1/2
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.
6. 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 GI, 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).
C) 7. Surfacing: Gravel �� ,,{{
Deck: C -15/32 Incline: 1/2 Y
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 gal/sq or graveL
8. 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 GI, 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).
9 �� 5/ 32 L MB Aluminum Roof Coating" at 1 -2 gal/sq.
Insulation (p Incline: 1/2
•: min, isocyanurate, Incline:
urethane, perlite /isocyanurate� compossiter perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheer,
hot mopped or mechanically fastened in place.
PIy Sheet One or more layers of Type GI "GAFGLAS Ply 4 ", hot mopped
in place..
Membrane: 'Ruberoid Mop FR"
P (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or
GAF Weather Coat Emulsion at 3 gal/sq.
10 Decic C -15/32 Incline: 1/2
� l�tion (Optional): One or more layers perlite, glass fiber, 3/4 in.
sotyanurate, urethane, perlite /isocyanurate composite, perlite/
methane composite, phenolic, 1 -1/2 in. min.
Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet",
�PD4 or mechanically fastened in place.
tY Sheet One or more layers of Type G1 "GAFGLAS PLy.4 ", or "GAFGLAS
y 6 hot mopped in p
one: , la ce.
Ruberoid Torch FR' (granule).
n9 (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or
1L '.'eat r t r 'Coat.Emulsion at 3 gat/sq.
C- 15/3t. 6 firer,. -! O
" • Incline: 1/2
o� 6 ocyanurate, 2 in. min., wood fiber, perlite or glass fiber,
�b m e ss, ,,, hot mop or mechanically fastened in place. Joints
h,,,, ne or more layers of Type G2 "GAFGLAS #75 Base Sheet",
t___ d or mechanically fastened in place.
(OPt{onal): One or more layers of Type G1 "GAFGLAS Ply 4" or
hot mopped to place.
S "Ruberoid Torch FR" granule).
W GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or
Coat Emulsion at 3 gat/sq.
.y:
ROOF COVERING MATERIALS (TEVT)
LOOK FOR MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
135
ROOFING SYSTEMS i;T 'il— Lonnnued
12. 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 Sheer,
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 FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or
GAF Weather Coat Emulsion at 3 gal /sq.
13. 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 Type G2 "GAFGLAS #75 Base Sheer,
hot mopped 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 FR" (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 Sheer, 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 FR" (granule).
Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or
GAF Fibered Aluminum Coating at 1 -1/2 gal /sq.
Deck: C -15/32 Incline: 1/2
Insulation (Optional: Perlite, fiber glass, 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 G1, hot mopped in place.
Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule).
eck: C -15/32 Incline: 1/2
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, periite/
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 FR" or "Ruberoid Mop FR"
(granule)
17. Deck: NC I nc li neU _ -
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 GI, 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.
P Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in
Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop"
(smooth).
Membrane: One layer of "Ruberoid Torch FR ", "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 G1 or G2, hot mopped or adhered with
Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied
adhesive at 1 -1/2 gat/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.
MIAMI SHORES VILLAGE, FLA. N°_ 885
at <<
JOB ‘' ° 6 ' /nb 44,L s ,
L �e,)
ADDRESS b • L- ` -- Ft-
INSPECTION —r ( Ls. 1 k., 1 �
TIME READY Al" (--.. —1
REMARKS•
INSPECTOR
DATP