ROOFINGQualifier
Date 0 Job Address / 0 (7( 1J 6 ' S
Legal Description
Owner/Lessee / Tenant - 1. 0 i A
Owner's Address I 0 0 ( Vv 67
Historically Designated: Yes No
Contracting Co. Alm 6 0-
_ m(b(cre_57(-0 L
St ate # 5 11 c
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
I� yo 610
X45
Municipal # C o m p e t e n c y # 0 Q01106 cIns. Co. DI) ii (O 1�
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC
WORK DESCRIPTION
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 zoning. Furthermore, I authorize the above -named contractor to do the work
1 `_4
ignature of owner and/or C • .. f ident
OW PC JILLIAN B. SANTIESTEBAN
4' , :i COMMISSION # CC 637215
Notary (lc 9. EXPIRFC APR 2!101
;, 11 k• � 1i
My Commission Irxpiir�es B ND1NG CO., INC.
FEES: PERMIT
APPROVED:
Zoning
Mechanical
0
RADON
Tax Folio 1 (— 3Ia-O cj —0 (
Phone 5 " 0 5
(O5q,3 sup
Phone E,.5
Address
Address
Address
Address
Estimated Cost (valu
Signature of Contracts or • er- Builder
40%, JILLIAN B. SANTIESTEBAN
rl . C0mmiccionl # CC 6.8221 S
Mytat
tract�oPt� THRU
oHieP g° UNDED THRU
BONDING CO., INC.
C.C.F. J NOTARY
Master Permit # £/ ,7 7 b 3
BOND 3 0
TOTAL DUE
0gX
cam)
Building 1 Electrical
Plumbing Structural Engineer
NOTICE OF COMMENCEMENT
i ECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. (( — - 3a_L -0 ( — 31 4
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: • • � `\ C' 3
Sly - 3� 1 3
6. Lender's name and address:
My Commission Exp;res: /
2. Description of improvement: 1 2--- 0 -4-1 0 0 c�
3. Owner(s) name and address: Z, t 04 A /O 6
Interest in property: ,� t � � y � , �
Name and address of fee simple titleholder:
4. Contractor's name and ad•ress: . Me)
,; ?,
6/0 G ��
, ice
O OR01843 5 2000 JAN 13 10:48
. /Al E OF FLORIDA, C
gam this s::o' this n a true copy
p
orlgmai in Phis office on ` m
f tho
ay o.
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
Sig na re or
Own
Print Owners Name _P` 1-# RA
Sworn to and subscribed before me this 11 day of 1 00 4 41. - 2,e)00 .
cepv.G� 1i LLUN B. 3
� b , C OMM I SSIO N oR CC 637215
IO1I EXP A P R 9, 2 I
Notary c > � QO
Nota Public �n�
Print Notary's Name •
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:
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 !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Prepared by: . 1 S � •
Address: , Z OtZ1� 0
331
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
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.
/' 01 1. Aesthetics - Workmanship: The workmanship provisions 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.
fiA 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually
concealed prior to removing the existing roof system)
I6 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.
,06 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore,
roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the
option of maintaining this appearance.
OA 5. Ponding Water: The current roof system and/or deck of the building may not drain well and
may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
to
- 6. Overflow Scuppers (wail outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with Chapter 23 of the SFBC.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not
be reduced. It may be beneficial to consider additional venting which can result in extending the service
life of the roof.
wner's /Agent's Signa
Signature
5104 APPENDIX "F"
/ - /0 -00
Date Contractor's
Signature
Contractor's Name: Aleetil ( L-1`'t PA .5 Job Address:
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
ROOF CATEGORY
❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar
E ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance
(Asphalt/Fiberglass Shingles)
Flat Roof Area (ft') A Sloped Roof Area (ft a. Total (ft g Master Permit No.
Exposure category (per ASCE 7 -88): L' 1 Building Classification category (per ASCE 7 -88 table 1)
i
Ft. 1
Ft.
T
123 01-78 4/99
Field:
Deck type:
ATTA
Fastener Type:
Perim er:
DETAIL 1 & 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
HMEN
SPAC NG
Corner:
Page -1
4 O o ( sf
htAair
ROOF PLAN
Ridge Ventilation ??
�;
I A ^'
MEAN HEIGHT
D E T A I L 3
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
SLOPED SYSTEM DESCRIPTION
Deck type:I j k7 O'OL
Undertaytnent:j,4• - 3 0 (— j ,4 sr r"
Insulation: r
(
Fastener type & spscing: I t Y� 1215 /�
() r^t? (�� r ! / �q v � � 9 "./e, /6,es.
Ai1
Cap Sheet: ■ i 0 �(7 + A ,1 /W
12 Roof Capering: T � H& )IG rz-
R007 SLOPL
Page -2
Drip edge:la.J/ti EA-dc 6 gii)] �� .
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Miami -Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
h) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
TILE CALCULATIONS /q1 �j� \) �/�� ) J
e. ZO ivl : � �' I PCA: 1 U • "0 /' 16i- 655 1/ lT
(Pmaxl: 3 X h (Aerodynamic Multiplier) :O 2 ) - NI •D ' '
(Pmaxl: /0 • Z X ?„ (Aerodynamic Multiplier): - M : ' = M PCA: • ci p 0 ! L E I - P " (Pmax3: f 01-Z x %. (Aerodynamic Multiplier): O •Z ) - M 5'�= m,: f , 0 PCA: I ig • � 1
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Monier Lifetile LLC
135 N.W. 20 St.
Boca Raton, FL 33431
Your application for Product Approval of
Monier Lifetile Nail -On, Mortar Set or Adhesive Set "Atlantis Shake Or Slate" Roofing Tile
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:
Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service
Industries, Inc..
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 -8 and the standard conditions on page
9.
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.: 98- 0604.01 Renews No.:95- 0322.06
EXPIRES: 08/27/98 Raul Rodriguez
Chief, Product Control
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.
na P.E. j
Director
Building Code Compliance Dept.
APPROVED:8/27 /2001 1 Metropolitan Dade County.
'/,'99 a':4 5017469264 REESE MOODY
MonierLifetile
DATE. August 23, 1999
TO EDDIE • Coma Cast Corp.
Fax: 305 - 665 -9626
RE: Atlantis Shake and Slate Miami -Dade Product Approval
Dear Eddie:
The attached is a version of the product approval acceptance for Atlantis
Shake and Slate stating the correct approval and expiration dates.
On the final version which you have, the dates are misprinted on the cover
page, but listed correctly on the succeeding pages.
The correct dates are: Approved 812711998: Expires 8/27/2001.
If you have any further questions, please call me at 561 - 716.2946
Sincere,,
Reese H. Moody
Technical Service Manager
Attachment: 1 page
FACSIMILE
135 NW :7t1 Strut
Boca Raton, F± )1111
trl! 561.735.5200
tI . `d 10)8.575
PAGE e:
• 11O■TER LIFETDLE LLC
Applicant:
Monier Lifetile LLC
135 NW 20 Street
Boca Raton, FL 33431
Category:
Sub- Catezorv:
Type:
Sub-Tvpe:
Product
Monier Lifetile Atlantis
Shake Or Slate Tile
Trim Pieces
Product
#30 Felt
#43 Coated Base
Sheet
Mineral Surface
Cap Sheet
Rainproof 11
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Prepared Roofing
Flat Profile Tile
Nail- on/Mortar Set/Adhesive Set
Concrete
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Test Product
Dimensions Specifications Description
1 = 15" PA 112 flat, interlocking, extruded concrete roof tile
w = 10 3 /8" equipped with two nail holes. For direct deck or
l' /." thick battened nail - on, mortar or adhesive set
applications.
1= varies
w = varies
varying thickness
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
Dimensions
N/A
N/A
N/A
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
PA 112 Accessory trim, concrete roof pieces for use
at hips. rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test
Specifications
ASTM D 226
type [I
ASTM D 2626
ASTM D 249
PA 104
Page 2 of 9
Product Control No.: 98- 0604.01
Approval Date: Aus ust 27.1998
Expiration Date: August 27.2001.
Product
Description
Saturated organic felt to be
used as a nailed anchor
sheet.
Saturated and coated
organic base sheet for
single or double ply
underlayment.
Mineral surfaced asphalt
roll roofing for use as a
top ply in a double ply
underlayment system.
Product Control No 98- 0E04.01
Manufacturer
generic
generic
generic
Single ply, nail -on Protect -O -Wrap. Inc.
underlayment with 2" self- with current PCA
adhering top edge.
oala-
Roofing Product Comm
M.ONIER LIFETILE LLC
Shield
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiterm")
Roof Tile Mortar
( "Quikrete® Roof
Tile Mortar
#1140 ")
Roof Tile Mortar
( "BONSAL®
Roof Tile Mortar
Mix ")
Roof Tile
Adhesive
(Polypro®
A H 160)
Hurricane Clip &
Fasteners
Test ARcncv
Redland Technologies
The Center for Applied
Engineering, Inc.
min. Sdx2 or
min. 10d x 3"
43 x2' /2' long
0.333" head dia.
0.1 3 I " shank dia.
0.175" screw thread dia.
N/A
N/A
N/A
N/A
Clips
min. '''A" width
min. 0.060" thick
Clip Fasteners
min. 3d x
Test Identifier
7161 -03
Appendix III
94 -084
PA I ; Corrosion resistant, screw
Appendix E or smooth shank nails.
PA 114
Appendix E
PA 123
PA 123
PA 123
PA 110 Adhesive designed for use
in roof tile applications.
PA 114
Appendix E
EVIDENCE SUBMITTED
Page 3 of 9
underiayment for use as a
top ply in a two ply
underlavmer,t system wah
Approved =30 or t 43 as
the base layer.
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.
Corrosion resistant
bronze, aluminum,
stainless steel,
galvanized steel or
plastic attachment clips
for supplemental tile
attachment. Clips are
installed with corrosion
resistant roofing nails
compatible with the
clip. A hurricane clip is
required on all nail -on
eave tiles.
Test Name /Report
Static Uplift Testing
PA I PA 103 & 102(A)
Static Uplift Testing
PA 101
Product Control No 98-0604.01
ran uloaga RRC
Rooting Product Control Examiner
with current PC.
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.
with current PCA
generic
Dote
Dec. 1991
May 1994
'MOtNIER LIFETILE LLC Product Control No 93- 0504.01
The Center for Applied
Engineering. inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Realand Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Professional Service
industries, Inc.
94-060A
25- 7094 -2
25- 7094.3
25- 7094 -5
25- 7133 -6
25- 7133 -5
25- 7214 -1
25- 7314 -5
7161 -03
Appendix 11
Letter Dated Aug. 1, 1994
P0631 -01
PO402
Project No. 307025
Test #MDC -77
224 -47099
383 -87003
Page 4 of 9
Static Uplift Testing
PA i 0 (Adhesive. Set)
Static Upiit't Testing
PA 102
(4" Headlap, Nails. Direct Deck. `Yew
Construction)
Static Uplift Testing
PA 102
;J" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nai:s, Direct Deck,
RecoveriReroot)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw. Direct Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw. Battens)
Wind Tunnel Testing
PA 103
(Nail -On)
Wind Tunnel Testing
PA 103 (Nail -On)
Wind Tunnel Testing
PA 103 (Mortar Set)
Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Physical 9p .,ie.
`larch, 109 -
Oct. ; 994
Oct. 199.4
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
March. 1995
Dec. 1991
Aug. 1994
July 1994
Oct. 1 994
Sept. 1994
4r• fL 1994
Ft�ul�oaa t
Rooting Product Control Examiner
' NIONIER LIFETILE LLC Product Control No 9S- 0604.01
Deck Type: Wood. Non - insulated
17
Deck Description:New construct or or greater plywood or wood plank.
SYSTEM B: Direct Deck Application
Slope Range: 4 ": I to 7 ":1 Z"
Note: System B is only acceptable in this slope range.
Underlayment: Install underlayment system in compliance with Dade County Application Standard
PA 118.
Roofing Tile: install tile in compliance with Dade County Application Standard PA 118. (See
"Data for Attachment Calculations" included in this Approval.)
Comments: 1. For re -roof applications, 11 / plywood is an acceptable substrate.
Deck Type: Wood, Non - insulated
SYSTEMS
SYSTEMS
Deck Description:New construction 1.," or greater plywood or wood plank.
SYSTEM D: Mortar or Adhesive Set Application
Slope Range: 1 ":12" to 7":1
Note: System D is only acceptable in this slope range
Underlayment: Install underlayment system in compliance with Miami - Dade County Application
Standard PA 120. (See System Limitation #5.)
Roofing Tile: Install tile in compliance with Miami - Dade County Application Standard PA
120. (See "Data for Attachment Calculations" included in this Approval.)
Comments: I. For re -roof applications. 11 1 . , " plywood is an acceptable substrate.
Page 5 of 9
•
Frank Zuloaga RRC
Rooting Product Control Examiner
\ION.IER LIFETILE LLC
Fire classification is not part of this acceptance.
SYSTEM LIMIT,ATIO:NS
_. The standard minimum roof pitch for Monier Lifetile's "Atlantis Shake Or Slate ", low profile tile
shall comply with Nliatni -Dade County Roofing Application Standards PA 118 and PA 120,
dependin_ on the method of installation.
3. For nail -on applications, fasteners For mechanical attachment of tiles shall have a head diameter
larger than that of the pre - formed holes in the tile.
4. System installation shall be in compliance with the system specifications outlined in this Product
Control Approval. The method of attachment utilized shall provide sufficient attachment resistance
expressed as a moment to meet or exceed the required moment of resistance determined in
compliance with Dade County Protocol PA 115 or PA 127. The tile profile listed herein has 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 an 'Moment Based System'
5. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited
testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed.
6. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to
the roof pitch unless stated otherwise by the underlayrnent material manufacturer's published
literature.
7 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
3. Applications for roofing permits shall include a completed Section 1I of the Uniform Building
Permit, a copy of Monier Lifetile's current specifications and details, a copy of this Product Control
Approval and a copy of the Product Control Appro� of any Roofing* Component used in the
proposed tile application. Reference shall be made to appropriate data for the required fire rating.
9. 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.
Page 6 of 9
Product Control No 98- 0604.01
_. -�-�- -
..�� ----- ' rte - ---
Frank Zuloaga RRC
Rooting Product Control Examiner
Table 3: Attachment Resistance Expressed as a Moment - ;fif(ft -Ibf)
for Mortar or Adhesive Set Systems
Tile Profile
Tile Application
Attachment Resistance
Monier Lifetile Atlantis Shake Or
Slate
Mortar Set
39,00
Adhesive Set
113.90
I Tile
Profile
,Monier Litetile Atlantis Shake Or
Slate Tile
DATA FOR ATTACHMENT
CALCULATIONS
1 41n zj.1v` 15 ., .....
Roofing Product Control Examiner
Table 1: Aerodynamic (Multipliers - ti (ft
n (ft
Direct Deck Application
0.24
Table 2 -A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf)
For Nail -On Systems'
est
Monier Lifetile
Atlantis Shake Or
Slate
Tile
Profile
Table 2: Attachment Resistance Expressed as a Moment - Nit (ft - lbf)
for Nail -On Systems'
( Tile
Application
Direct Deck
Approved
Nails
1 nail
9.30
2 nails
13.80 -
Approved
Screws'
I screw j 2 screws"
30.80 51.70 24.30
Approved
Field Clip
With:
1 nail
35.50
— 2 nails 1 I nail
19.00
1
Approved I
Eavc Clip
With:
2 nails 1
31.90
Data noted in Table 2 is for installation with a 3" tile headlap.
1 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.
Tile Profile
Monier Lifetile Atlantis
Shake Or Slate
Tile Application
Direct Deck
New Construction
(min. 19 /32" plywood)
Direct Deck
Recover /Reroof
(min. 15/3," plywood)
Two (2) 10d x 3" long nails
65.50
50.30
Tile installation with a 4" headlap using two (2) Approved l Od x 3" long , ring shank nails
installed in manufactured holes located 2'A" 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.
Page 7 of 9
Frank Zuioaga RRC
Rnntinn Prnrl„rr r'nnrrnl Friminrr
Table 2: Restoring Moments due to Gravity - M (ft -Ibf)
from PA 101 Testing
Tile
Profile
3 ":12" or
less
4 ":12"
5 ":12"
6":12"
7 ":12" or
greater
' Monier
Lifetile LLC
Bermuda
Fiat Tile
5.20
5.12
5.01
4.89
N/A
fLE LLC
DATA FOR ATTACIENT
CALCULATIONS
Product Control No.: 97-1124 13
Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
from PA 101 Testing
Tile
Profile
Monier Lifetile LLC Bermuda
Flat Tile
Tile
Application
Mortar Set
Adhesive Set
Attachment
Resistance
39.00
118.90
Page 7 of 9
1
Table 1: Aerodynamic Multipliers - A. (f e)
from PA 108 Testing
Tile
k (ft')
(ft')
Profile
Batten Application
Direct Deck Application
Bermuda Flat Tile
N/A
0.24
fLE LLC
DATA FOR ATTACIENT
CALCULATIONS
Product Control No.: 97-1124 13
Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
from PA 101 Testing
Tile
Profile
Monier Lifetile LLC Bermuda
Flat Tile
Tile
Application
Mortar Set
Adhesive Set
Attachment
Resistance
39.00
118.90
Page 7 of 9
1
maNIER LIFETILE LLC
Profile Drawing
/.. 11/2"
Page 8 of 9
MONIER LIFETILE ATLANTIS SHAKE OR SLATE
Product Control No 98-0604.01
r'ank u oaga R
Rooting Product Control Examiner
•
NIONIER LIFETILE LLC Product Control No 98- 0604.01
Monier Lifetile Roof Tile ACCEPTANCE NO.: 96- 0528.06
135 N.W. 20 St. APPROVED: August 27,1998
Boca Raton, FL. 33431 EXPIRES: August 27,2001
NOTICE OF ACCEPTANCE STANDARD CONT)ITIONS
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.
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 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
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 aiso 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 9.
END OF THIS ACCEPTANCE
Page 9 of 9
Frank Zuloaga RRC
Roofing Product Control Examiner
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
*g-P
26
A4 s.p
51
2
27
r
52
3
28
53
4
29
54
5
•
30
55
6
31
56
7
32
57
8
33
58
9
F
34
59
10
�4 Gl`j�
35
60
11
36
61
12
37
62
13
38
63
14
39
64
15
40
65
16
41
66
17
42
67
18
43
68
19
44
69
20
45
70
21
46
71
22
47
72
23
48
73
24
49
74
25
50
75
&I Du Quesne & Associates, Inc. UTR 16661
4 . Consulting Engineers Environmental e Civil • Structural
Testing Lalmratory Building Inspection Services
ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE
IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
ge Du Quesne, P.E.
Engineer
#24513
Du •uesne & Ass. es, Inc.
E.B. License #0005245
Lab Certification #94- 0318.01
SITE SPECIFIC INFORMATION
Owner's Name: 4.T 1Zt Gt t V ¢to( Cq
Job Address {QQ 1 NIg ' s' � T • 1 1■11 1 A. ►.At
Roofing Contractor At 1 - o IM
Type of Tile: - C14$r1 – - DI SST
TEST RESULTS
P = PASS, F = FAIL
Permit #•
4 o• _ I
S
Date Installed 2' 1 • 0 0
Approximate Roof Height: feet Roof Pitch 3 � 12.
Type of Access to Roof: Scaffolds _X_ Ladder Other
Approximate Square Footage of Roof: iOD ft
Required Testing Force: 35 lbs. Testing Equipment:
Date Tested 2 '4,00
Chatillion DFIS 100
SKETCH OF ROOF IN BACK
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS.
Please Note: This form is not valid unless
Company logo appears in
color (burgundy)
7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426
KETCH OF ROOF
JOB
SHEET NO.
CALCULATED BY
CHECKED BY DATE
SCALE
OF
DATE
NOTES'
SKETCH OF ROOF
JOB 00 I N
SHEET NO OF Z
CALCULATED BY
CHECKED BY
SCALE
re
011111411/2
riliNNIMILARSEU
Tom
.. ilin
a.■■■ 1 UI lior
i
rOMMINMEMPARIN
3'
NOTES'
DATE
DATE
Architect
4fi Contractor
or Builder
.*
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Legal Lot
Description
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
0
, PERMIT N9 6551
Owner of
Building
Bl.
Work to be performed under this Permit
Subdi-
DATE °' 19
Contractor's r ' — r
License No.
vision
Address of Value of , li Amount of -'
Building Project $ I Permit $ c%
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed �,— h ; INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordi$ siteeer and regulation:
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In co
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
ABBOT ' "<.."-
PERMIT Ani LICATION FOR MIAMI SHORES VILLAGE
Date / /1 / 0 Job Address /0 0/ , G 9 6 5r Tax Folio // — 3 Z0 ro — (J/ - 3 7 � 0
Legal Description
Owner/Lessee / Tenant I
((I4 S /0,1 y /
Owners Address /00/ 6 ! 6 r
Contractin Co. <T (A) 6 a/ 1 o 6 z- A
Qualifier
2 ? 4 1-Pl1 , 1 l S 0
State # C ( L A 007 c1" / Municipal #
Square Ft. / 7 0 0
Si a ture of owner and/or Condo
OXo
t I ) 11
I S/o 0
Date
No : 4 as to Owner and/or Condo President
My ' ►.mmission Expires:
P <•,� CCO l MMISS SI iON # CC 637215
EXPIRES APR 9, 2001
BONDED THRU
] FOF n S� NTIC BONDING CO., INC.
FEES: PERMIT RADON
APPROVED:
APPROVED:
Zoning
Mechanical
Building
C.C.F.
PLUMBING
Historically Designated: Yes No
OfrA
Master Permit # ? p
Phone 305 ‘.)-- •
ss# - 3 30 .C
Competency #
Address
Address
Architect/Engineer
Bonding Company
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL
WORK DESCRIPTION
MECHANICA ROOFIN 'AVING FENCE SIGN
Estimated Cost (value) 4 " ('J O c
0
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 zoning. Furthermore, I authorize the above -named contractor to do the work stated.
ontractor or Owner- Builder
No : as to Contractor or Owner- Builder
M ommission Expires:( 1.
a
r; COMMISSION # CC 637215
hnI EXPIRES APR 9, 2001
9 �n BONDED THRU
'OF > =' .tIANTIC BONDING CO., INC.
NOTARY
Electrical
Ins. Co.
BOND .} ��
TOTAL DUE
/ / / 6 /
Date j
11115/00
Date
/V 9c sg.by, ii6O63
Plumbing Structural Engineer
Signature
•
5104 APPENDIX "F"
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
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
roofing
the owner t e o } r�
the following items should be addressed as part of e agreement
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
providing that the roofing system meets the wind resistan and water intrusion performance standards.
Aesthetics (appearance) issues are not a consideratipn with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, ad the c recto not part of a zoning code, should be addressed as
part of the agreement between the owner
6 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 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 , etc.). In buildings with common roofs, the roofing
neighboring units (i.e. townhouses, condominiums he occu ants of adjacent units of roofing work o be performed.
contractor and/or owner should notify p
p 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore,
roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the
option of maintaining this appearance.
P 6 5. Ponding Water: The current roof system and/or deck of the building may not drain well and
may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
P6 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with Chapter 23 of the SFBC.
/26 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not
be reduced. It may be beneficial to consider additional venting.which can result in extending the service
life of the roof.
2 611
a
Owner's /Agent's Signat
Contractor's
Signature
123.01 -78 4/99
-�` Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name: J + (4) 60/ --P Job Address:
/00/ 41- q ST
g2z
ROOF CATEGORY 9 ,.
(Low Slope Application) ❑ (Nail -On Tile) CJ (Mortar Adhesive Set Ti
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof ! '.e- roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft 1 /0 0 Sloped Roof Area (ft /3 0 0 Total (ft') / 70 0 Master Permit No.
Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): T
0
IU
Ft.
Ft.
Oat G Ply aP 4)6 - i c. S 0/ 4e.6
(4a5S .D ✓IP a/r-746
Ti0 0 P43 "1-7acizzLoss Gm(=
od6 Pi 75 4466 G p •
Deck type: (.L) 00 10
ATTACHMENT
Fastener Type: / 75 ,J ,4/1
SPACING
Field: (® Perimeter: e / C Corner: 7
DETAIL 1 & 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
3 " &
ROOF PLAN
t� F1Z.1 mite_
Page -1
♦... , Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Ridge Ventilation?
Deck type:
/
MEAN HEIGHT /D
/xp ir WoD-L
z Underlayment:
Insulation:
12"
ROOF SLOPE
D E T A I L 3
SLOPED SYSTEM DESCRIPTION
ter a ,9 sT"r a
I (4
Fastener type & spacing:
r /'y L G ''a /0 t
Covering
gTw g 1'9vk e
41 , Drip edge:
3 '3 69O .0i /P
Cap Sheet: 14 / D 7 4 ,b1;
C-OZe e 7 V , eo •
Roo
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
(Pmax1:72. X X (Aerodynamic Multiplier):O'L
(Pmax2: /OI ' X a, (Aerodynamic Multiplier): °'
� •)
( Pmax3: / � C1c k (Aerodynamic Multiplier)a fi
TILE CALCULATIONS
M rt . PCA: !/ / 4 0/ 6 ,c, 06- c" 1
- M , i = M PCA: / / II s'O gA7/1°
- M S = M PCA: /
Page -2
P tOD.UCT CO NOTE OF A CCE PT Ati E
Monier Lifetile LLC
35 N.W. ?0 St.
Boca Raton, FL 33431
Your application for Product Approval of
Monier Lifetile Nail -Oa, Mortar Set or Adhesive Set "Atlantis Shake Or Slate" Roofing Tile
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 ca ;cu!ations as
submitted by:
Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service
Industries, Inc..
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 2.8 and the standard conditions on page
9.
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
Buiiding 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 manufacture;.
ACCEPTANCE NO.: 98 Renews No.:9 22.0
9 R aui Rodriguez
EXPIRES QSP17/98 8
Chief, Product Control
IH.. IS IS COV RSFYE T. SEE ADDIT_ION6L Pe60S FOR PECtFIC AND Gf NER.AL
CQh'DITIONS
LiaLD>EIic CODE CO TTEE
'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.
/)
APPROVED:$/27/2001
:.r e's1) ger,
Director
Building Code Ccrnpliance Dept.
Metropolitan Dade County
3 /23/19 . 53 3 5617463254 •
MonierLifetile
DATE August 23, 1999
Sincere
/ ,( "f Reese H. M dy
Technical Service Manager
Attachrrent: 1 page
REESE MOODY
FACSIMILE
TO: EDDIE - Coma Cast Corp.
Fax: 305.665 -9626
Ins NW nth street teL 561.3)S-8200
Rura Rstos, t L 334,51 tea. 561•330•5391
RE. Atlantis Shake and Slate Miami -Dade Product Approval
Dear Eddie:
The attached is a version of the product approval acceptance for Atlantis
Shake and Slate stating the correct approval and expiration dates.
On the final version which you have, the dates are misprinted on the cover
page, but listed correctly on the succeeding pages:
The correct dates are: Approved 8/27/1998. Expires 5/27/2001.
if you have any further questions, please call rr3e at 561 -716 -2946
PAGE 02
NUR LIFETILE LLC Product Control No 98- 0(04.01
Applicant:
Monier Lifetile LLC
135 NW 20 Street
Boca Raton, FL 3343 !
Category:
Sub - Category:
Type:
Sub -Type:
Product
Monier Lifetile Atlantis
Shake Or Slate Tile
Trim Pieces
Product
#30 Felt
#43 Coated Base
Sheet
Mineral Surface
Cap Sheet
Rainproof It
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Prepared Roofing
Flat Profile Tile
Nail - on/Mortar Set/Adhesive Set
Concrete
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Dimensions
I = 15"
w =10 /g"
t'/." thick
I = varies
w = varies
varying thickness
Test
Specifications
PA 112
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
Test
Dimensions Specifications
N/A ASTM D 226
type iI
N/A ASTM D 2626
N/A
30" x 75' roll
36" x 75' roll
Of
60" x 75' roll
ASTM D 249
PA 104
Page 2 of 9
Product Control No.:
Approval Date:
Expiration Date:
Saturated and coated
organic base sheet for
single or double ply
underlayment,
Mineral surfaced asphalt
roll roofing for use as a
top ply in a double ply
underlayment system.
Single ply, nail -on
underlayment with 2" self -
adhering top edge.
t odga .
Rool Product Contrc
98- 0604.01
August 27,1998
Au 27,2001
Product
Description
Flat, interlocking, extruded concrete roof tile
equipped with two nail holes. For direct deck or
battened nail -on, mortar or adhesive set •
applications.
PA 112 Accessory trirn, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Product
Description Manufacturer
Saturated organic felt to be generic
used as a nailed anchor
sheet.
generic
generic
Protect -O -Wrap. inc.
with current PCA
MIOtirIER LIFETILE LLC
Shield
Tile Nails
Tile Screws
Roof Tile Mortar
('•TileTiter " ")
Roof Tile Mortar
( "Quikretee Roof
Tile Mortar
#1140")
Roof Tile Mortar
("BONSAL®
Roof Tile Mortar
Mix")
Roof Tile
Adhesive
(Polypro®
A H 160)
Hurricane Clip &
Fasteners
Test ALCncv
Redland Technologies
The Center for Applied
Engineering, Inc.
min. 8d x 2'' " or
min. I0d x 3"
:3 x 2 long
0.335' head dia.
0.131" shank dia.
0.175" screw thread dia.
N/A
N/A
N/A
N/A
Clips,
min. 'h" width
min. 0.060" thick
Clio Fasteners
min. 8d x 11/4"
PA 114
Appendix E
PA 1 1
Appendix E
PA 123
PA 123
PA i 23
PA 110 Adhesive designed for use
in roof tile applications.
PA 114
Appendix E
EVIDENCE SUBMITTED
T3st Identifier
7161 -03
Appendix III
94 -084
Page 3 of 9
underiavrrent for use as a
top ply in a two ply
underlavment system w ith
Approved t 30 or =43 as
the base laver.
Corrosion resistant, 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 rile applications.
Corrosion resistant
bronze, aluminum,
stainless steel,
galvanized steel or
plastic attachment clips
For supplemental tile
attachment. Clips are
installed with corrosion
resistant roofing nails
compatible with the
clip. A hurricane clip is
required on all nail -on
eave tiles.
Product Control No 98- 0604.0I
Test i4ante /Renort
Static Uplift Testing
PA 1 PA 102 3 102(A)
Static Uplift Testing
PA 101
with current PC-\
generic
generic
Bermuda Roof
Company, Inc.
with current PCA
Quikrete
Construction
Products
with current PCA
W.R. Bonsal Co.
with current PCA
Polyfoam Products,
Inc.
with current PCA
generic
Date
Dec. 1991
May 1994
ran uloaga RRC
Rooli,ig Product Control Examiner
rtONIER LIFETILE LLC Product Control No 98- 050.01
The Center for Applied
Engineering Inc.
The Center for .Applied
Engineering. Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Professional Service
Industries, Inc.
94 -060A
25- 7094 -2
25- 7094 -8
25- 7094 -5
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161.03
Appendix 11
Letter Dated Aug. I, 1994
P0631 -01
PO402
Project No. 307025
Test #MDC -77
224 -47099
383 -87003
Page 4of9
Static Uplift Testing
PA 101 (.A4hesive Set)
Static Uplift Testing
PA 102
(4" Headlap, Nails. Direct Deck. New
Construction)
Static Uplift Testing
PA 102
(4" Headlap, Nails. Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails. Direct Deck,
Recover,'Rerootj
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing
PA 102
(2 Quit: - Drive Screws, Battens)
Static Uplift Testing
PA 102
(I Quik -Drive Screw, Direct Deck)
Static Uplift Testing
PA 102
(I Quik -Drive Screw. Battens)
Wind Tunnel Testing
PA 108
("Nail-On)
Wind Tunnel Testing
PA 103 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
Wind Driven Rain Oct. 1994
PA 100
Physical Properties Sept. 1994
PA 112
Physical P�,Qp es c •'p� „ j994
PA --
Nl irch, 994
Oct. ; 994
Oct. i 994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
March. 1995
Dec. 1991
Aug. 1994
July 1994
Ft�u1- Z1o'aga
Rooting Product Control Examiner
.MDNIER LIFETILE LLC Product Control No 98- 0604.01
Deck Type: Wood, Non - insulated
;o
Deck Description: New construct / or greater plywood or wood plank.
SYSTEM B: Direct Deck Application
Slope Range: 4":12" to 7 ":12"
Note: System B is only acceptable in this slope range.
Underlayment: Install underlayment system in compliance with Dade County Application Standard
PA 118.
Roofing Tile: Install tile in compliance with Dade County Application Standard PA 118. (See
"Data for Attachment Calculations" included in this Approval.)
Comments: 1. For re -roof applications, � / plywood is an acceptable substrate.
Deck Type: Wood, Non - insulated
Slope Range:
Undcrlayment:
Roofing Tile:
Comments:
SYSTEMS
SYSTEMS
Deck Description:New construction or or greater plywood or wood plank.
SYSTEM D: Mortar or Adhesive Set Application
2" t2" to 7":12"
Note: System D is only acceptable in this slope range
Install underlayment system in compliance with Miami -Dade County Application
Standard PA 120. (See System Limitation #5.)
Install tile in compliance with Miami -Dade County Application Standard PA
120. (See "Data for Attachment Calculations" included in this Approval.)
1. For re -roof applications, Is l ,, " plywood is an acceptable substrate.
i
Page 5 of 9 '� - :- . >
Frank Zuloaga RRC
Roofing Product Control Examiner
`IOiN.IER LIFETIL£ LLC Product Control No 9S- 0E04.O1
SYSTEM LI`IITATIONS
1. Fire classification is not part of this acceptance.
?. The standard minimum roof pitch for Monier Lifetiie's "Atlantis Shake Or Slate ", low profile tile
shall comply with Miami -Dade County Roofing Application Standards PA ! l8 and PA 120,
depending on the method of installation.
3. For nail - on appiications, fasteners for mechanical attachment of tiles shall have a head diameter
larger than that of the pre - formed holes in the tile.
System installation shall be in compliance with the system specifications outlined in this Product
Controi Approval. The method of attachment utilized shall provide sufficient attachment resistance
expressed as a moment to meet or exceed the required moment of resistance determined in
compliance with Dade County Protocol PA 115 or PA 127. The tile profile listed herein has 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 an 'Moment Based System'
5. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited
testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed.
6. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to
the roof pitch unless stated otherwise by the underlayment rnaterial manufacturer's published
literature.
7 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
8. Applications for roofing permits shall include a completed Section If of the Uniform Budding
Permit, a copy of Monier Lifetile's current specifications and details, a copy of this Product Control
Approval and a copy of the Product Control Appro.. _:. of any Roofing Component used in the
proposed tile application. Reference shall be made to appropriate data for the required fire rating.
9. 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.
Page 6 of 9
Frank Zuloaga RRC
Roofing Product Control Examiner
NIONIER LIFETILE LLC
Tile
Profile
f ! ,Monier Litetite Atlantis Shake Or
Slate Tile
Monier Lifetile
Atlantis Shake Or
Slate
Tile
Application
Direct Deck
ent Resistance Expressed as a Moment - Mf(ft -Ibf)
for Nail -On Systems'
Approved I Approved I r Approved
Nails I Screws' ( Field Clip
With:
1 nail 2 nails 1 screw
2 screws
51.70
I nail
24.30
2 nails
i5.50
Approved
Lave Clip
With:
- 1 nail 1 2 nails
19.00 31.90
Tile
Profile
Tile Profile
Monier Lifetile Atlantis
Shake Or Slate
Tile Profile
Monier Lifetile Atlantis Shake Or
Slate
Table 2: Attachm
9.80 1 18.80 1 30.80
i
f
Data noted in Table 2 is for installation 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.
Table 2 -A: Attachment Resistance Expressed as a iMoment - (ft -1130
For Nail -On Systems'
DATA FOR ATTACHMENT
CALCULATIONS
Table 1: Aerodynamic Multipliers - ti (ft
Tile Application
Direct Deck
New Construction
(min. 19 /3 2 " plywood)
X (ft
Direct Deck Application
0.24
Two (2) 10d x 3" long nails
65.50
Direct Deck
Recover /Reroof
(min. 15 /3 9 plywood)
30.30
Tile installation with a 4" headlap using two (2) Approved 10d x 3" long , 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 3: Attachment Resistance Expressed as a Moment - Mr(ft -lbr)
for Mortar or Adhesive Set Systems
Tile Application
Mortar Set
Adhesive Set
Pace 7 of 9
Product Control No 98- 0604.01
Attachment Resist
39.00
118.90
Frank Zuioaga RRC
Rooting Product Control Examiner
Table 2: Restoring Moments due to Gravity - M (ft-lbf)
from PA 101 Testing
Tile
Profile
3 ":12" or o
less
4 ":12"
5":12"
6 ":12"
7 ":12" or
greater
N/A
Monier
Lifetile LLC
Bermuda
Flat Tile
5.20
5.12
5.01
4.89
. t:I.,E LLC
Tile
Profile
Monier Lifetile LLC Bermuda
Flat Tile
DATA FOR ATTACHMENT
CALCULATIONS
Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
from PA 101 Testing
Tile Attachment
Application j Resistance
Mortar Set I 39.00
Adhesive Set
Page 7 of 9
Product Control No.! 97 -1 124.13
118.90
Frank Zuloaga, RRC
Roofing Product Control Examiner
Table 1: Aerodynamic Multipliers - t (ft')
from PA 108 Testing
Tile
Profile
X (ft')
Batten Application
X (ft')
Direct Deck Application
Bermuda Flat Tile
N/A ,
0.24
. t:I.,E LLC
Tile
Profile
Monier Lifetile LLC Bermuda
Flat Tile
DATA FOR ATTACHMENT
CALCULATIONS
Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
from PA 101 Testing
Tile Attachment
Application j Resistance
Mortar Set I 39.00
Adhesive Set
Page 7 of 9
Product Control No.! 97 -1 124.13
118.90
Frank Zuloaga, RRC
Roofing Product Control Examiner
„.NiONTER LIFETILE LLC
..... .....
OVERLAY
16
••••■• ••
• N. • •••• s.
• ...••••• •... ••••••••,.
•••)
••••• • ...•••• ••••
WATERLOO(
••••• ••: •••• ••• • •• 7 .7 ' , ••••■•
WAIERLOCk
Profile Drawing
. .
•
.• • ..... .
....• • • • •
16
1
9„ 11/2"
Page 8 of 9
••
••••••
Product Control No 98-0604.01
MONIER LIFETILE ATLANTIS SHAKE OR
rnk u oaga R
Rooting Product Control Examiner
s.
MONIER LIFETILE LLC Product Control No 98- 0604.01
Monier Lifetile Roof Tile ACCEPTANCE NO.: 96- 0528.06
135 N.W. 20 St. APPROVED: August 27,1998
Boca Raton, FL. 33431 EXPIRES: August 27.2001
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
l 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 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
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 9.
END OF THIS ACCEPTANCE
Page 9 of 9
Frank Zuloaga RRC
Roofing Product Control Examiner
:,t
11 "(lA m
ROOF COVERING MATERIALS (TENT)
ROOFING SYSTEMS (TGFU) Continued
boa1d and overlayment board are offset 6 in. with the joints in the
ne is part of the roof system, it must be placed below the
rd.
le' plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to
r .-hot asphalt
p-atavent Nailable Base Sheet" may be mechanically attached or
• over noncombustible decks and as a recover over existing roof
perlite Insulation may be utilized as a cover board over "EVERGUARD"
in any of the following systems.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
62` asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS
Thud Base Sheet') is a suitable alternate for Type G1 asphalt glass
- sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6") in the Class A, B or C roof
indicated below.
1 f deck may first be covered with a Type G2 asphalt glass mat base
6AFGLAS Stratavent (Vent -Ply) perforated" or " GAFGLAS Stratavent
!ply) for nailable decks ". Perforated to be mopped and nailable to be
anicaly attached granule side down.
:in option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base
Y "GAFGLAS #80 Premium Base Sheet" or " GAFGLAS Stratavent (Vent -Ply)
irailable decks") may be substituted for Gi asphalt glass fiber ply sheet
$ALAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically
PA
A:;p 7.. Unless otherwise indicated, all insulations may be hot mopped or mechanically
, . fastened.
;%': '' GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class
B or C systems listed below.
:' When "perlite" is referenced, this inc'.:udes GAFTEM•P PERMALITE's" or any
:ther UL Classified periite
• Crushed stone or slag are suitable al*_r,,ates for gravel in any of the Class A,
s or C systems iisted.
'trudurai cement fiber tuilding ura`s are considered suitable to be included
as a deck in the followin; Class A, 3 or C systems listed over C -15/32 or NC.
L:a use of gypsum hoard tinder any of the fetlov:ing Cass A, B or C systems
!ties not adversely effect the rating. The use of 1,•2 h. min gypsum beard is
• ::: acceptable alternate fc; i; :u:a;ron o•'er C-15132 decks.
• :he use 'of polystyrene inlutation boar. between min 3,'4 in. perlite beard
and deck with rosin papa: (periite,'rosin paper/potystyrene /perlite) is a
iui :a,Le alternate for isocyanurate board in the following Class A, B or C
' Stems.
'GAFTEMP Isotherm RA" "GAFIEMP Tapered Isotherm RA" and "GAFTiEMP
toraposi e A" may be substituted for any iso-yanura :e insulation in any of the
.- following Classifications.
• ',z Trumbull "Perms Mop" may be utilized with any of the fotlow,'ing "Asphalt Felt
Systems with Hot Roofing Asphait".
GAFGLAS #8O Premium Base Sheet may be used in any of the following
'systems.
• Class A, B and C.
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 periite, 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 G1 " 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
s ^ • fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
:°,, urethane composite, wood fiber/isocyanurate composite, phenolic, any
1.. thickness.
•: »-, Ply Sheet Three or more layers Type G1 "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/
:_,'e. urethane composite, wood fiber /isocyanurate 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
ij
1 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
LOOK FOR MARK ON PRODUCT
root fJC- 9 6S7 (-T6
ROOF COVERING MATERIALS (TEVT) 133
ROOFING SYSTEMS (TGFU) Continued
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
5. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet" (may be
nailed).
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply
p Sheet One tayer.of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet".
I:: NC Incline: 3
ase Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet".
Ply Sheet: One or more layers of Type GI " 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 51, 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 -
lnsulation (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: Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type 51.
Membrane: One or more layers of "Ruberoid Torch" (smooth or cranute),
"Ruberoid Torch Plus" (oranuie). "Ruberoid Mop" (smooth or cranuie) cr
"Ruberoid Mop Plus" lcranule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot r sound.
Class B
1. Deck: C -15/32 Incline: 3 -1/2.
Insulation. (Optional): One or mere layers perlite, Jrco!
fiber, isocyanurate, urethane, perlite / isocyanurate composite. perlite/
urethane composite, wood fiberiisocyanurate composite, phen, any
thickness.
Pty Sheet: Two cr more layers of Type 51 " GAFGLAS Ply 4" or "GAFGI;.S
Ply 6"
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot moor ed.
2. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, .wood cber. clan
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, ar,y
thickness.
Base Sheet: Two or more layer! of Type 51, 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.
Class C
1. 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, any
thickness.
Ply Sheet: Three or more Layers of Type 51 "GAFGLAS Ply 4" or "GAFGLAS
Ply 6"
Surfacing: "Special Roofing Bitumen" 20 lbs /sq.
COAL TAR. FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
1. 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, any
thickness.
Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or " GAFGLAS
Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: GraveL '
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
. Ply Sheet Three or more layers of Type 51 " GAFGLAS Ply 4" or " GAFGLAS
Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 4/2
gat/sq.
OP IINTERIALS
CORPORATION
North. South. and 'Nest Zones
Nailable decks up to 6 inches per foot slope, except for lightweight insulating
concrete decks which are limited to a maximum slope of 1" per foot. Wood,
plywood, poured gypsum, precast gypsum planks, other acceptable nailable
decks. For lightweight insulating concrete decks, see page 9.
Materials
Sheathing paper (1 ply, if required)
GAFGLAS Base Sheet
GAFGLAS PIy (2 plies)
GAF Materials Corporation Roofing Asphalt
Interplies
Cap Sheet
GAFGLAS Mineral Surfaced Cap Sheet (1 ply)
Approximate Weight per Square
175 -250 lbs..
40
GAFGLAS Specifications N- B- 4 -M /P6 and N -B -4 -M
:beuarantee § Available K:,, = -•i s.-
UbertyiGuarantees "
" 5; ir1Vyest Zone only Wood. Decks.
Specifications
General
Application recommendations detailed on pages 17 -20 shall -apply in addition
to the following recommendations and specifications.
Application of Roofing Membrane
1. Over entire surface, lay one ply of sheathing paper where applicable. Lap
each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place.
2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet,
lapping each sheet 2 inches at edges and not less than 6 inches at end laps.
Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail
down center of sheet in two rows with nails spaced at 18 inch intervals in each
row. Use fasteners with integral metal heads at least 1 inch in diameter or
square that are recommended by GAF Materials Corporation or the deck
manufacturer. (See "Special Instructions" below.)
3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle
fashion; lapping each sheet 19 inches over the preceding sheet; solidly mop-
ping to the underlying base sheet to provide three plies over the entire roof
area.
Asphalt Requirements
Interply moppings of Roofing Asphalt must be applied in a continuous film and
shall consist of approximately 25 pounds per 100 square feet of roof area with
a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the
slopes involved must be used.
Slope per loot
Upto3'
3'- 6'
Asphalt Type
Steep ASTM Type III
HT -Steep ASTM Type IV
On slopes up to 72 inch per foot, Flat ASTM Type II may be used except in
Florida. Texas, New Mexico, Arizona. and California.
Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application
instructions on page 20, so that the laps are offset from the laps of the ply sheets.
1. See recommendations for use over gypsum decks on page 9.
2. Acceptable GAFGLAS Base Sheets include: STRATAVENT' (Vent PIy) for
Nailable Decks required for freshly poured gypsum decks. GAFGLAS #75 Base
Sheet. GAFGLAS' PLY 6', and GAFGLAS Ply 4. For wood decks and structural
wood fiber decks, when GAFGLAS PIy 4 or GAFGLAS PLY 6 is used as a base
sheet, a sheathing paper is required.
3. See "Nailing of Base Sheet," page 19.
4. For roof slopes of 1 inch per foot or more, all ply felts must be back - nailed 4
inches in from the back edge of the felt. See "Installation on Steep Roofs' page 10,
UL Class
A
A
B
Substrate
C
NC
C
Slope
2'
3'
3'/2
JL Chart Xey
1. Substrate
C = Combustible and Noncombustible
Combustible = Wood planks, boards, etc., plywood (min. i' /n inch thickness),
oriented strand board (min.' /2 inch thickness).
NC = Noncombustible only
Noncombustible = Steel, poured or precast structural concrete, lightweight
insulating concrete, gypsum, structural wood fiber, etc.
2. Slope
Maximum slope allowed, in inches per foot.
GAF MATERIALS CORPORATION
Acceptance No: 00-0331.15
Deck Type 1: Wood, Non - insulated New Construction or Reroof
Deck Description:
19 / or greater plywood or wood plank decks
System Type A(2): Base sheet mechanically fastened.
Ail' eneral a d System Limitations shall apply.
Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®,
GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable,
RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with
approved annular ring shank nails and minimum I S / tin caps at a fastener spacing of 9"
o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the
field.
Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY
6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20 -40 lbs. /sq..
(Optional) One ply of 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..
Surfacing: (Required if no cap sheet is used) Install one of the following:
1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag Nvith
an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively.
Maximum Design
Pressure:
Maximum Slope:
Specification No.:
-45 psf. (See General Limitation #7)
Maximum Fire
Classification: See General Limitation 4'1.
See General Limitation #l.
N - B - - N - B - - N - B - - N B - 4 - G, N B 4 - G /P6, N B - 4 - M , N B 4 N1 /P6, N
N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -�1, N- B- 5 -M /P6
16 of 32
Frank Zuloaga, RRC
Roofing Product Control Examiner
MIAMI -DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
G.A.F. Materials Corporation
1361 Alps Road
Wayne
Your applicz io44-1eruct Approva o
Conventional Built - Up Roof Systems _for Wood fleck.
ultd e-;Clba_pter 8 oldie Code of Miami -Dade Cou overning the use of Alternate Materials and Types or
— Construction; and 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 not 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 immediately. BCCO reserves the right to revoke this approval, it it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Buildin!_
Code.
The expense of such testing ‘vi1l be incurred by the manufacturer.
ccptancc No.:00-0331.15
TIIIS I
Expires:11 /0- 1/2003
Approved:06 /29/2000
NJ 07470
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIANII, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2905
CONTRACTOR LICENSING SECTION
(305) 375.2527 FAX (305) 375.2553
CONTRACTOR ENFORCEMENT SECTION
(305) 375-2966 FAX (305) 375.2905
PRODUCT CONTROI. DIVISION
(305) 375 -2902 FAX (305) 372-6339
Chief Product Control Division
VERSIIEET, SEE ADDITIONAL ('ACES 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 abov.
• rancisco . Quintana. R.A.
Director
1 or 32 Nliami -Dade County
Building, Code Compliance Office
GAF i`1ATERIALS CORPORATION
Cateoorv:
Sub- Categorv:
Deck Tvpc:
Maximum Design Pressure
Fire Classification:
Product
GAF Asphalt
Concrete Primer
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion
GAF Premium
Fibered Aluminum
Roof Coating
GAF Jetblak All
`,feather Plastic
Cement
RUBEROID®
Modified Bitumen
Flashing Cement
Jetblack Premium
Flashing Cement
GAFGLAS® #75
GAFGLAS #30
Ultima Base Sheet
GAFGLAS Ply 6®
ROOFING SYSTEM APPROVAL
Rooting
BUR
Wood
-75 psf
See General Limitation # 1
Dimensions
5 gallons
Test
Specification
1, 5 �sallons ASTM D 2824 Fibered aluminum coatin'u.
2 Sq. Roll
70 lbs. /roll
5 sq. roll
45 Ib. roll
of 3
Acceptance No: 00
Approval Date: ,tune 29. 2000
Expiration Date: November 04, 2003
TRADE NAMES OF PRODUCTS MANUFACTURED 012 LABELED BY APPLICANT:
Product
Description
5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote
adhesion of asphalt in built -up rooting.
60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used
for flasIlinu annlicaticlls onl`..
ASTM 1227 Surface coating for smooth surfaced roofs.
I, 5 gallons ASTM D 3019 Retired asphalt blended with a mineral
AST:NI D 3409 stabilizer and 'fibers. Permits adhesion to
wet and dry surfaces.
5 gallons ASTM D 4586 Fiber reinforced, polymer modified
Flashing cement
5 gallons ASTM D 4586 Asphalt flashing Cement
3 sq. roll ASTM D 4601 Asphalt impregnated and coated glass mat
75 Ib. roll base sheet.
ASTM D4601 Asphalt impregnated and coated, fiberglass
base sheet
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
•ran Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15
Product
GAFGLAS Flex
PIyTM 6
GAFGLAS Ply 4®
GAFGLAS®
Mineral Surfaced
Cap Sheet
GAFGLAS®
STRATAVENT®
Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT
Nailable
RUBEROID Modified 3 sq. roll
Base Sheet 67 lbs.
GAFTEMP®
Isotherm R
Tapered GAFTEMP®
Isotherm R
GAFTEMP Isotherm
RA
Tapered GAFTEMP
Isotherm RA
GAFTEMP Isotherm
RN
Tapered GAFTEMP
Isotherm RN
Test
Dimensions Specification
5 sq. roll
45 Ib. roll
Product
Description
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
5 sq. roll ASTivi D 2178 Type IV asphalt impregnated glass felt
with asphalt coating.
76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
60 Ib. roll
various
69 Ib. roll ASTM D 489
D 3672
various
various
various
various
various
various
ASTIv1 D 4897 Fiber glass base sheet impregnated and
D 3672 coated on both sides with asphalt.
Surfaced on the bottom side N.vith mineral
granules embedded in asphaltic coating
with factory perforations.
3 of 32
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiber glass base sheet impregnated and
coated on both sides with asphalt.
Surfaced on the bottom side with mineral
granules embedded in asphaltic coating.
ASTM D4601, Premium ; lass fiber reinforced SBS-
Type 11, UL modified base sheet
Type G2 BUR
PA 110 Polyisocyanurate foam insulation.
PA 110 Tapered Polyisocyanurate foam insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam insulation
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
Acceptance No: 00-0331.15
Test Product
Product Dimensions Specification Description
GAFTEMP® various PA 110 Polyisocyanurate foam insulation with
Composite high density Fiberboard or Permalite perlite
insulation.
Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation
Composite with high density fiberboard or Permalite
perlite insulation.
GAFTEMP®
Composite A
Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation
Composite A with high density fiberboard or Permalite
perlite insulation.
GAFTEMP®
Composite N
GAFTEMP Recover
Board
GAFTEMP®
High Density
Fiberboard
GAFTITE® 412
Standard
Roofing Fastener
GAFTITE® 414
Heavy Duty
Roofing Fastener
GAFTITE ASAP
various
various
PA 110 Polyisocyanurate foam insulation with
high density fiberboard or Permalite perlite
insulation.
PA 110 Polyisocyanurate foam insulation with
high density fiberboard or Permalite perlite
insulation.
Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation
Composite N with high density fiberboard or Permalite
perlite insulation.
GAFTEMP® various PA 110 Fiberboard insulation.
Fiberboard
GAFTEMP® various PA 110 Perlite insulation board.
Permalite®
1/2" thick PA 110 Perlite recover board
various PA 110 High density wood fiberboard insulation.
PA 114 Insulation fastener for steel and plywood
decks.
PA 114 Insulation fastener for steel, wood and
concrete decks.
PA 114 Pre - assembled GAFTITE Fasteners and
metal and pla
4 of 32
ran Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
Product
GAFTITE® Base
Sheet Fastener and
Plate
Galvalume Plates
NTB Fasteners
Polypropylene Plates
Ruberoid® 20
Ruberoid® Mop
Granule
RUBEROID MOP
Smooth
RUBEROID® MOP
PLUS
RUBEROID® MOP
170FR
RUBEROID® MOP
FR •
RUBEROID®
TORCH Smooth
RUBEROID®
TORCH Granule
RUBEROID®
TORCH PLUS
Test
Dimensions Specification
3" and 3 '/"
3" and 3 '/"
1.5 sq. roll
95 lbs.
l sq. roll
103 lbs.
1 sq. roll
87 lbs.
1 sq. roll
102 lbs.
1 sq. roll
103 lbs.
1 sq. roll
105 lbs.
1 sq. roll
87 lbs.
1 sq. roll
102 lbs:
% sq. roll
93 Ibs.
PA 114 Base sheet fastening assembly.
PA 114 Round galvalume stress plates.
PA 114 Fastener for use in gypsum, tectum and
lightweight insulating concrete decks.
PA 114 Round polypropylene stress plates.
ASTM D 5147 SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat.
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
polymer modified asphalt and smooth
surfaced.
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
5 of 32
Product
Description
Non -woven polyster mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane
surface
n • Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15
Product
RUBEROID®
TORCH FR
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID
ULTRACLAD® SBS
Vent Stacks (metal
and plastic)
GAF Aluminum
Emulsion
RUBEROID 109. Roll
ULTRACLAD SBS 101 lbs.
GAF Built -Up
Roofing Asphalt
Tes t
Dimensions Specification
)/4 sq. roll
90 lbs.
1 sq. roll
92 lbs.
5 gallons
GAF Aluminum Roof 5 gallons
Paint
100 Ib. cartons,
bulk
RUBEROID MOD 60 lb. kegs
Asphalt
RUBEROID MOD 60 Ib. kegs
Asphalt L
RUBEROID MOD 60 Ib. kegs
Asphalt P
Product
Description
ASTM D 5147 Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
ASTM D 5147 Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with fire
92 lbs. retardant polymer modified asphalt and
surfaced with mineral granules.
lsq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer
101 lbs. modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
PA 100(A) One way valve vent used to relieve built -
ASTM D 1929 up pressure within the roof system. GAF
ASTM D 635 Vent Stacks are available in metal or
plastic.
None Mineral colloidal bituminous emulsion
with reflective aluminum flakes
ASTM D 5147 Woven fiberglass mat coated with Polymer
modified asphalt surfaced with aluminum,
copper or stainless steel foil.
ASTM D2824,
Type 1
ASTM D312,
Types 1, II, III
and IV
6 of 32
Non - fibered. aluminum pigmented, asphalt
roof coating.
Interply mopping and surfacing asphalt
SEBS modified asphalt
SEBS modified asphalt
SEBS modified asphalt
ran Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
Product
GAFTEMP
Composite A
GAFTEMP Tapered
Composite A
GAFTEMP
Composite N
GAFTEMP Tapered
Composite N
GAFTEMP Tapered
Isotherm R
GAFTEMP Tapered
Isotherm RA
GAFTEMP Tapered Various
Isotherm RN
GAFTEMP
GAFCANTTM
GAFTEMP
GAFEDGETM
Tapered Edge Strip
GAFTEMP
PERMALITE®
Tapered Roof
Insulation
Shingle- MateTM
Underlayment
Test
Dimensions Specification
Various
Various
Various
Various
Various
Various
Various
Various
Various
GAFTEMP Recover 1/2" thick,
Board Various sizes
4 sq. roll
30 lbs.
GAFTITE® ASAP 500 per box
PA 110 Polyisocyanurate /wood fiberboard
composite
PA 110 Tapered Polyisocyanurate /wood fiberboard
composite
PA 110 Polyisocyanurate /wood fiberboard
composite
PA 110 Tapered Polyisocyanurate /wood fiberboard
composite
PA 110 Tapered polyisocyanurate foam
PA 110 Tapered polyisocyanurate foam
Tapered polyisocyanurate foam
Cut perlite board
Tapered perlite board
PA 110 Tapered perlite board
PA 110 Perlite board
Product
Description
Fiberglass reinforced shingle
underlayment
PA 114 Pre - assembled fastener and metal and
plastic plates
7 of 32
1
ran • Zuloaga, RRC
Roofing Product Control Examiner .
• GAF MATERIALS CORPORATION
TRADE NAVIES OF PRODUCTS MANUFACTURED BY OTHERS:
Pyrox
Test Product
Product Dimensions Specification Description
Acceptance No: 00- 0331.15
Manufacturer
various PA 110 Polyisocyanurate foam Apache Products Co.
insulation (with current PCA)
ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy
insulation Products
(with current PCA)
ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy
insulation Products
(with current PCA)
Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp.
insulation. (■ith current PCA)
Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Hy -Therm Stable R various PA 110 Polvisocyanurate foam Celotex Corp.
insulation (with current PCA)
1 -Therm White various PA 110 Polvisocvanurte. foam Ce lotex Corp.
Line insulation (with current PCA)
Anchorbond PA 114 Insulation fastening. Celotex Corp.
Fastener assembly (with current PCA)
Dekfast Fasteners PA 114 Insulation fastener for steel Construction
ar 14 and concrete decks Fasteners Inc.
(with current PCA)
Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction
3 1/4" Fasteners Inc.
(with current PCA)
Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Construction
Fasteners Inc.
(with current PCA)
8 of 32
oaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
Product
Dekfast Fasteners
#I4
Dekfast Fasteners
#I2
ISO 95+ Composite
Asphalt
Asphalt Primer
EPS
High Density Wood
Fiberboard
Pelite /Urethane
Composite
Perlite Insulation
Polyethylene
Red Rosin
Roofing Nails
Tin Caps
MB aluminum roof
coating
Dens -Deck
Test
Dimensions Specification
various
various
various
various
4 mil min.
various
Minimum #
12
Min. 32 ga. x
1 5 /8 "
various
PA 114
PA 114 Insulation fastener for steel Construction
and wood decks. Fasteners Inc.
(with current PCA)
PA 110 Polyisocyanurate / perlite Firestone
ridged insulation (with current PCA)
ASTM D 312 Type 111 or IV Hot asphlat
bitumin adhesive
ASTM D 41 Asphalt Primer
PA 110
PA 110
PA 110
PA 110
PA 114
PA 121
PA 110
Insulation fasteners for
concrete decks
Extruded polystyrene
insulation
Wood fiber insulation board
9 of 32
Product
Description
Perlite / urethane composite
board insulation
Perlite insulation board
Vapor barrier / Air barrier
Rosin paper for barrier layer
on wood decks
Corrosion resistant annular
ring shank nails
Corrosion resistant circular
discs.
Aluminum roof coating
Gypsum insulation board.
Manufacturer
Construction
Fasteners Inc.
(with current PCA)
generic
generic
generic
generic
generic
generic
generic
generic
generic
generic
Grundy Industries
(with current PCA)
Georgia Pacific
(with curren PCA
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
Test Product
Product Dimensions Specification Description
ISORoc various
Olympic Standard 3" round
PA 110
10 of 32
Polyisocyanurate foam /
rockwool composite
insulation
Acceptance No: 00- 0331.15
Manufacturer
#12 Roofgrip PA 114 Insulation fastener for steel ITW Buildex
or wood decks (with current PCA)
#I4 Roofgrip PA 114 Insulation fastener steel,
ITW Buildex
wood or concrete decks (with current PCA)
Gripdek Fastener PA 114 Insulation fastener
ITW Buildex
(with current PCA)
Hexcel Fastener PA 114 Insulation fastener
ITW Buildex
(with current PCA)
Hextra PA 114 Insulation fastener and metal ITW Buildex
or plastic plate (with current PCA)
Standard Plastic 3" round PA 114 Polyolefin plastic plate ITW Buildex
Plate
(with current PCA)
ISO 95,- various PA 110 Polyisocyanurate foam
Firestone
insulation (with current PCA)
E'NRG'Y -2 various PA 110 Polyisocyanurate foam
NRG Barriers, Inc.
insulation (with current PCA)
NRG Barriers, Inc.
(with current PCA)
PA 114 3" round galvalume Olympic
AZ55 steel plate Manufacturing
Group, Inc.
(with current PCA)
Olympic Fastener PA 114 Insulation fastener
g14 Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic 3.25" round PA 114 Polypropylene
Pol ene Olympic
yp ro py l plastic plate Manufacturing
Group, Inc.
(with current PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
Test
Product Dimensions Specification
Olympic Fastener
#12
Olympic Fastener
ASAP
Insul -Fixx Fastener
Insul -Fixx P
Rawl Fasteners
#l2
plate
Product
Description
PA 114 Insulation fastener for steel
and wood decks
11 of 32
Manufacturer
PA 114 Insulation fastener Olympic
Manufacturing
Group, Inc.
(with current PCA)
PA 114 Pre - assembled Insulation Olympic
fastener and plate Ivlanufacturing
Group, Inc.
(with current PCA)
Olympic CR Base PA 114 Insulation fastener assembly Olympic
Felt Fastener and for Base Sheet fastening Manufacturing
Base Sheet Disc only Group, Inc.
(with current PCA)
GlasFast Fastener PA 114 Insulation fastener assembly Owens - Corning
with recessed plastic plate Fiberglas Corp.
(with current PCA)
Paroc Base Board various PA 110 Rockwool insulation Partek, Inc.
(with current PCA)
Paroc Cap Board various PA 110 Rockwool insulation Partek, Inc.
(with current PCA)
Multi-Max various PA 110 Polyisocyanurate foam Rmax, Inc.
insulation (with current PCA)
Multi -Max FA various PA 110 Polyisocyanurate foam Rmax, Inc.
insulation (with current PCA)
UltraGard various PA 1 10 Polyisocyanurate foam Schuller
insulation International Inc.
(with current PCA)
PA 114 Insulation fastener for steel SFS /Stadler
and wood decks (with current PCA)
3" round PA 114 3" round polyethylene stress SFS /Stadler
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
• CAF `1ATERIALS CORPORATION Acceptance No: 00 - 0331.15
Product
Rawl Fasteners
#14
Rawl 2" Plate
Rawl 3" Plate
Rawl ite 3" Plate
Super Prep II
Tru -Fast DL
Tru -Fast Plastic
Plate
Tru -Fast MP -3
Tru -Fast HD
Tru -Fast Ultra
Tru -Fast DP
Tru -Fast TP
Structodeck
Tes t
Dimensions Specification
2" round
3" round
3" round
3.04" round
3.23" round
various
PA 114 Insulation fastener for use in
steel, wood or concrete
PA 114 2" round galvalume AZ55
membrane plate
PA 114 3" round galvalume AZ55
steel plate
PA 114
PA 121 Roof coating
PA 114 Insulation fastener for steel,
or wood
PA 114 3.04" round polyethylene
plastic plate
PA 114 3.23" round ,alvaiume
AZ50 steel plate
PA 114
PA 114 Stainless Steel fastener for
use in steel, wood and
concrete decks
PA 114
PA 114
PA 110
12 of 32
Product
Description
3" round galvalume AZ55
steel plate for use with
Rawlite fasteners
Insulation fastener for use
in wood, steel or concrete
decks
High density wood fiber
Manufacturer
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Thermo - Materials,
Inc.
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Insulation fastener for use in Tru -Fast
steel or wood decks (with current PCA)
Insulation fastener for use in Tru -Fast
steel or wood decks (with current PCA)
Wood Fiber
ndustric
th cu ent PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15
EVIDENCE SUBMITTED:
Test Aaencv Test Identifier
Factory Mutual Research FMRC 1996
Corporation
Factory Mutual Research J.I. 1V8A4.AM
Corporation
Factory Mutual Research J.I. 2B8A4.AM
Corporation J.I. 3B9Q1.AM
J.1. ODOA8.AM
Factory Mutual Research J.I. ODIA8.AM
Corporation J.I. 0Y9Q5.AM
Factory Mutual Research J.I. 3X3A2.AM
Corporation
Factory Mutual Research J.I. 0Y9Q5.AM
Corporation
Underwriters
Laboratories, Inc.
Dynatech En,ineerintz
Corporation
Dynatech Engineering
Corporation
R1306, 87NK11819
X3600.02.95 -1
#4482.02.95 -1
13 of 32
Description
Current Insulation
Attachment Requirements
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 44704
Wind Uplift
FMRC 4470 -PA 114
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Fire Resistance Classification
UL 790 - PA 114
Wind Uplift
PA 114
Wind Uplift
PA 114
Date
01.01.96
06.28.93
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
08.02.94
07.29.94
01.01.93
02.02.95
02.02.95
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
G ENERAL LIMITATIONS:
I Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
Insulation may be applied in multiple layers. The first layer shall be attached in compliance %with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer.
3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4 An overlay and /or recovery board insulation panel is required on all applications over closed cell
roam 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 clown the center of the sheet
allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break
shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either
system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited
to a maximum design pressure of -45 psf.
5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value
of 275 IbF., as tested in compliance with TAS 105. If the fastener value, as field - tested, is below
275 lbf., insulation attachment shall not be acceptable.
6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction %vith the maximum design value listed
within the specific system. Should the fastener resistance be less than that required, as determined
by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida
Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the
withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in
compliance with Miami -Dade Roofing Application Standard RAS 117.
i 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 Buildin, Code. Fastener densities
shall be increase for both insulation and base sheet as needed calculated in compliance with
Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically
referred Nvithin this NOA, Gcncral Limitation #9 will not be applicable.)
8 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs
shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the wind Toad
requirements of Chapter 23 of the South Florida Building Code.
9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
31 of32
Frank Zuloaga, RRC
Roofing Product Control Examiner
- CAF MATERIALS CORPORATION
9 This Acceptance contains pages 1 through 32.
END OF THIS ACCEPTANCE
32 of 32
Acceptance No: 00-0331.15
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.
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 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.
Frank Zuloaga, RRC
Roofing Product Control Examiner
Date 9- — .94 Job Address /90/ Oy
Legal Description / . 7 /e
Owner / Lessee / Tenant 40 A eg
Owner's Address / Pro / /N( £ 9
Contracting Co. JO bf re° S CAC o fo ; Address /l et /V Oeze
Qualifier .le es CO(
State jC ®,d .3® Municipal # 7 /V, Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE' SIGN
WORK DESCRIPTION_
Square Ft / #'
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 met the
standards of all laws regulating construction in this jurisdiction. I understand that seiarate
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 zoning. Purtherm6re, I
aut,11 ize the above -named contractor to do the work stated.
Signature
Date:
Notary as to Owner and
My Commission Expires:
FEES: PERMIT 0. RADON
APPROVED:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
1
of owner and /or Co2do" P
( �p AY Po Cresent Marriott 1 a te :
' Notary Public, State of Florida >
o
do 0 ni No. CC 547982 6
0 e 7 5 iresO6i26/00 ( Nota ry as to
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1. 800.3- NOTARY - Fla. Notary Service & Gooding t o•
twe a!!! !!!eemaU!!!!!!!!!!!!!!!!!!!!!!! aed my
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Zoning Buir ding
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Phone , /4
Estimated Cost(value) /J4
Mechanical Plumbing
P6* - Tax Folio//-.3 g • �� ° ®/ -�
Master Permit #
Phone
ture of Contractor or Owner- Builder
/
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NOTARY TOTAL DUE
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C.C.F.
Fire Other
7
Electrical
Engineering
Name and address of licensed contractor
STATE OF FLORIDA,
COUNTY OF DADE. j ss
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the bui
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mia
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules a
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approv
plans and specifications must be kept at building during progress of the work.
6 -i
1D
Date
Owner's Name and Address WI LL I AM M. HE I DEN No 1001 Street N. E. 96-r H S
Registered Architect and /or Engineer
GIFFEN INDUSTRIES, INC. P 565,TAMIAMI STA. MIAMI,
FLA. 33144
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 1 OO I N, E. 96TH ST. MI AM I SHORES, F L A.
State work t t C o be done and purpose of building (by floors)_ RE. MA_ V._ E___ C0_ Mir R_ E .T.E._.&__.LIL_D_...R.Q_0_F_.._ - APPLY
SL. 2/15# ASPHALT FELTS & GRAVEL OVER SUNDECK EAST SIDE OF HOUSE
and for no other
New Building Remodeling Addition Repairs X No. of Stories 1
To be constructed of Kind of foundation Roof Covering GRAY . E -L
Estimated Total cost of improvements $ 27 Amount of Permit $ 5 4 GG .
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 employtr
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 hi u
in the work to be performed under this permit; and will post or cause to be posted for ins . ction on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such sub ractors, on work ormed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)._
L. • NORTHRUP,
,19
30#
I
purpose.
t--
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally a}-
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 fac s
therein by him stated are true.
Permit No (4 5 Date 1p — L.42 — ra.._S Read, Sworn to and Subscribed before me.
Disapproved Date
t\ — Notary Public, State of Florida
(Signed)
Building Inspector Commission Expires
PLANNING BOARD DATE
Chairman Member
Member 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- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty'
materials and /or workmanship.
— AWOL
Or) S
M s�
11 7')',-. 14 31 6 I
BUILDING INSPECTION 'DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement or ere plans and specifications herewith submitted for the birild •
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules' and
regulations of the Building Divisinn of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address Don L- Uthgow
MIAMI SHORE
Date..._Januan.c� - --
_ No....1E11_1I..S
Registered Architect and /or Engineer s 1..11 •••••+11 •• n nnnerwae•»nnue nr. H
Miami Fe. a 3 315 5
Name and address of licensed contactor Bab .. ii i - L.C1YLf...Clunp trnj...
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 1.Q:O.L..A(.E - ...46 S ItQ Q
State work to be done and purpose of building (by floors) 1.3PiLUq.{ cvf.g.-_ mativl. ..hUll.C,...ae4ti1,_$a,Q...W- .dill- ,Q, -1?
9nave•e too& (wLth the wood deck ivi.staeled on .%t) to !?u•i.ed.t.ncg code Apec,4,ireat
back with white coated cement . h,Lngle . bu up .yes ems and for no other put
New Bui!ding Remodeling Addition Repairs No. of Stories 1 ..S..... —
To be constructed of Kind of foundation R
Estimated Total cost of improvements s....7.,.3.25 Amount of Permit 3. Zt9 c 0
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 Bob Hctson i; Company. Inc. 2811 S.W 70th AvQylu..e h1f cxnu., F eo. Lda. 33155 ... .........
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an e mployer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplehnent,
and has complied scith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed liy him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the c work such public Inotice
or notices as are required by the Act. The undersigned agrees to employ only such su y . s, on ark to performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss• 264 -80 -8344
RC 0015630 CC X017518
Before me, the undersigned authority, a notary pubic, duly authorized to administer oaths and take acknowledgments, personally ap-
peared Greg. Pieii.c.e : _..
to me well IEnown,
and who, being by me first duly sworn, upon oath deposes and says that he
of the above described construction, that he has carefully read the foregoing
therein by him stated are true..
Permit No. t�` Date
Disapproved
(Signed)
Building Inspector
Date
Chairman
Member
Member .. ..
Council Approved Date
NOTE: A charge of $1.00 will be made for
the Planning Board.
A re- inspection fee of 31.00 will be charged
materials and /or workmanship.
orn to and Subscribed .' or• me.
PLANNING BOARD DATE
2,1- 7I 77
vering..
..a4 ..J22.'L..4l}D?Uy_g
is the. Sechetany'Tneabunen
application, and that he did sign the same, and that all facts
Notary Public, State gotary o Pub State of Florida
My Commission Expires....ai..( {; j.4}
0ondod Th,u Troy Fain • Insuranco, Inc,
6 ----
Member —
Member
Member
Disapproved
Date
making corrections or changes to this application after approval has been obtained from
when such re- inspection is made necessary by improper notice for inspection of faulty
March 1, 2001
Patricia Broggi
1001 NE 96 St.
Miami Shores, FL 33138
Dear Ms. Broggi:
It has come to our attention that your roofing contractor J & W Builders Inc., has damaged the
Village sidewalk in several areas. The repairs that they made are not acceptable, as they are
already starting to crack.
We would like to ask you not to make any final payment, until the sidewalk is repaired properly.
Thanking you in advance for your help in the matter.
Sincerely,
Richard Trumble
cc: J & W Builders Inc.
M iami S),orp�
Code Enforcement Supervisor
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
-FA
►7
26
(�
S
51
5
76
2
I
27
`
)
52
1
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
59
R3
84
9
34
10
35
60
85
11
36
61
86
12
37
62
R7
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
99
24
49
74
25
c
50
75
100
Owner's Name:
Job Address
Roofing Contractor:
Type of Tile: (•T
Approximate Roof Height 2 4 feet
Type of Access to Roof Scaffolds
Approximate Square Footage of Roof: \ 5OO
Required Testing Force: 35 lbs.
Date Tested: l • Z- - (12 1
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
THIS REPORT SUBMITTED BY:
)-�
p42,‘ .el- Sl t,
Civil Engineer:
Lab Certification # 98- 0608.04
P.E.
State of FL Certificate Authorization # 4100
U.S. SOUT
Engineering & Testing Lab., Inc
6065 N.W. 167th Street, Suite B -23 ® Miami, Florida 33015
Telephone: (305) 558 -2588 e 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
ftz
Testing Equipment: Chatillion 100
TEST RESULTS
P = PASS, F = FAIL
SITE SPECIFIC INFORMATION
F A. 51;2-0 9 4
loot p•! 9, (a 61 lI i �. u-
■. t / $t,t1.D�taS
Project
Permit # 41 8 c\
Date Installed l' t 1 - 01
Roof Pitch ? ' (Z
✓ Ladder Other
N9 00014
1
f
NOTES:
KETCH OF ROOF
JOB
SHEET NO OF
CONTRACTOR
CHECKED BY DATE
SCALE