444 NE 96 St (5)Zarho e Associotes Inc.
Roofing Laboratory
Testing and Research
Moisture and Up -Lift Testing
RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 30
DAYS INSTALLATION - SOUTH FLORIDA BLDG. CODE 3401.10
Date: 11/ 17/ 94
Property address: 444 N.E. 96th. St., Miami Shores, Fl
Owner: Walker
Contractor: Obenour Roofing
Permit #: 36856
City: Miami Shores Village
Type of Tile: Gory flat tile
Product Control #: 94- 0323.20
Roof Slope: 3/ 12
Sq.ft. area: 1,700 sq.ft. approx.
Testing Equipment: Chatillon - DFIS 100 - Calibrated 9/ 7/ 93
The purpose of this quality control test is to confirm that there exists sufficient
bonding by the mortar to the tile and underlayment in the tile system applied; it will be
determined whether 75% of the tile bonds to be tested in three different roof areas,
provides sufficient resistance to an arbitrary static uplift load applied on the tile. This
procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA
106 -94.
Tiles have been tested on three different roof areas: field, perimeter and corner
areas. Prior to testing, dimensions of these areas were determined and recorded
according to Chapter 23 of South Florida Building Code.
Tiles selected at random from the three different areas, were lifted by hand, in
order to test for loose components.
LOAD APPLICATION: An arbitrary Toad of 35 Ibf. has been applied to each tile, holding
the Toad for 5 seconds. Test results are tabulated as follows:
2524 W. 3rd. Avenue, Hialeah, Florida 33010
1 -800- 664 -8954 (305)437 -2332 Fax (305 }437 -229e
Metro -Dade County Certification No. 94- 0125.0E
November 18, 1994
AREA
#
PULLS
LOOSE
TILES
BROKEN/
CRACKED
TILES
ADHESIVE
DELAM INATED
FROM
UNDERLAYMENT
TILES
DELAM INATED
FROM
ADHESIVE
Field
25
none
none
none
none
Perimeter
24
none
none
none
none
Corners
16
none
none
none
none
Enclosed find a sketch of the test site roof, indicating field, perimeter and corner
areas with dimensions, and also, location where pulls have been conducted.
XX
Truly yours,
Encl. Sketch
More than 75% of the tile bonds tested in each of the three areas, provided
sufficient resistance to the arbitrary load applied.
More than 25% of the tile bonds tested in each of the three areas, did not
provide sufficient resistance to the arbitrary load applied.
More than 10% of the components have been determined to be "loose"
components.
The static uplift quality control test for the property in question, complies
with the Code requirements 3401.10 and Protocol PA 106 -94.
ZARA AND ASSOCIATES, INC.
RICARDO A. ARLES, P.E.
PROPERTY LOCATED AT 444 N. E. 96TH. ST. , MIAMI SHORES, FL
Field
Perimeter
0 Corners
FRONT
EXISTING TILE
2ND. STORY
•
•
Date 9 -/ 91Z Job Address 14 AVE ' '5; Tax Folio /1 32dci 0 (/ ---O5$6
Legal Description
Owner / Lessee / Tenant
Owner's Address ¥4" NE. ! S/ •
Contracting Co. O/3 .
Architect /Engineer A) /fr
Bonding Company
Mortgagor Ai/ft'
Square Ft. J rr' S 5
O FICIAL NOTARY S"'
SAN *RA D /1s .�y4 ;
Notary as to fSSI gte J ;
My Commis': 4 1. 1 • _.`:' P. MAR.12,1997
FEES: PERMIT 30.
APPROVED:
Zoning
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
13, // 4).4-Ci4-
RADON
esident
Address
Address
Address
Address
Estimated Cost(value
Notar
My Co
NOTARY
Master Permit # 360_576-,
-- S
Phone 75/9 ..""
Qualifier ,T.4KC E1 .�) . ��`S6NOd/ SS# - - Phone 7J c ' � %
State # (430(, Municipal #tx)00oGS(.C'( Competency # Ins.Co. vtEe
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC A( ROOFING) PAVING FENCE SIGN
WORK DESCRIPTION TEAL .0,43 ,&6 T / 574 4",e_0 /- 30
5ol Coto,L- 44'01li r-Pd G(Q fi�'ooiuS f
/1! y /— 9 r
( it1D675r)
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 e na ed contractor to do the work stated.
authorize the above-na
�,� A
Signature and /or Condo President gnature of Contractor or Owner - Builder
Date: Date:
OFFICIAL OTARY A
S IA 7) OBEN wp
, �,! I`'�' IC i k u�Ij7
s.
er- Builder
** * * * * * * * * * * * * * * * **
C.C.F.
Fire
Buildin�V�l /r/ Electrical
Mechanical Plumbing Engineering
TOTAL DUE ,3o?:
Other
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT. TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. ��`-30
STATE OF FLORIDA:
COUNTY OF DADE: 94R44U966 1994 SEP 16 13:40
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: -47 56 /Z LOS ik9/J7i O/ZS -2,
`164.44 4 E J <v S
2. Description of improvement: /,t)STO -G/ A-eu) ,C T/ Z Io0 F�,J6 o•✓
c !4-S7 / s 727,L(f .
3. Owner(s) name and address: A/,C. , /L-4 Gt). /f 4-
Interest in property: D& 0) E�
Name and address of fee simple titleholder:
4. Contractor's name and address: €7- -', lc .'Fe
9 2-
rAlez ae- ,,, site/es
5. Surety:(Payment bond required by owner from contractor, if any)
Name and addressr
Amount of bond $
6. Lender's name and address:
yr -
4)
A-
STATE OF FLOR
1 HMO
A, COUNTY OF DADE
e on
7. Persons within the State of Florida designated by 0
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 this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
41)1 %64 h Signature of Owner
Print Owners Name
f)'1 Q _Po( I( WA Ik.t.
Sworn to and subscribed before me this T 1 4- day of
Notary Public
Print Notary's Name
My Commission Expires_ MY COMMISSION EXP. MAR. 121997
5 1 -1 -4 40g4 .f7'4,64 .f7'4,64
I
kilLr " ?MU 11111=
iw o r�3l c es g
4 f9
waidF RU
® y
,19 99-.
A® , 9
ent5cm: .ibeaserved as provided
RK,,9 uiDon' County Court3
p.c. 2
•
Prepared by: .'U f-
Address: 4670 (r4D,scrt1 -S'
/ //v ( 33oL (
12301.62 2/93
Job Address:
METRO -DADE UNIFORM BUILDING PERMIT
SECTION II
MORTAR OR ADHESIVE SET TILE SYSTEMS
1. General
ctyci 96, sr
fl Alnet
The information provided in this Section is required to confirm
Product Control Approval of the proposed tile system assembly;
confirm compliance with the wind load requirements of Chapter 23
of the South Florida Building Code (SFBC); and confirm compliance
with Sections 3403.5 and 3404 of the South Florida Building Code.
2. Documentation
The following documents are required for submission with the
Uniform Building Permit application:
• Two (2) copies of the proposed tile system assembly's and
associated roofing component's Product Control
Approval(s).
• One (1) copy of the tile system assembly and/or roofing
component(s) manufacturer's published application
instructions and literature.
• All documents attached herein, filled out and completed in
full.
3. Project Information
Check one of the following:
❑ New Construction,
Re -Roof
Note: Mortar or adhesive set tile systems are not acceptable as recover
applications.
Contractor: oh6too),C. Process No.
Mortar or Adhesive Set Tile Systems
Page -1
Is the deck solid sheathed? (circle 'yes' or 'no')
no
Deck Type (check one of the following l:
Nominal W' Plywood (for re -roof only)
Nominal /," Plywood
Wood Plank "
Other (fill Other (fill in)
Roof Pitch (fill in):
a 12"
Note: Mortar or adhesive set tile systems shall not be installed at a pitch
greater than 7'/: ":12 ". Mortar or adhesive set tile applied at a
pitch greater than 5 ":12" and less than or equal to 7 ":12" shall
have the first three courses of tile nailed with not less than one
nail per tile. As an alternate, the first three courses of tile may be
applied in mortar over a single Layer of minimum 12 ga. wire
mesh with square openings of not less than 3 4" which is
mechanically attached to the sheathing with not less than one nail
per 2 ft'.
Circle 'ves' or 'no' for each of the following:
Have you attached two copies of the tile system manufacturer's
Product Control Approval for the proposed tile system?
j no
Have you attached a copy of the tile system assembly and/or
roofing component(s) manufacturer's published, application
instructions and other literature
es no
Is the proposed underlayment approved for use with this tile
system assembly?
es no
Job Address: W1 dE- f6) ST
Project Information (continuedl:
If the proposed underlayment is self - adhered, have you complied
with the venting requirements of Section 2913.3 (b), (c) and (d) of
the South Florida Building Code?
yes no
Are all related accessories approved for use with this tile system
assembly?
no
Are the proposed edge metal attachment fasteners in compliance
with the requirements of the South Florida Building Code (minimum
12 ga. annular ring shank, corrossion reisistant nails)?
no
4. The Tile System Assembly:
The following information is required to confirm compliance with
Subsections 3403.5(a) and (c) and Section 3404 of the South Florida
Building Code.
Contractor: (06640J/...,
. f
•
Tile: �1�
Tile Name: lr-1Go-( - � -if Qr°d color - i1 1roolK
Manufacturer: A.1 au t.. l o I .tj
Tile Material:
❑ Clay
Concrete
❑ Other:
9(1-63
Product Control Approval Number:
Mortar or Adhesive:
Check one of the following which apply to the proposed tile
securement for use with the proposed tile system assembly:
Mortar or Adhesive Set Tile Systems
Page - 2
fig- Mortar: Manufacturer: 4014, et
Mixing Ratio:
❑ Adhesive: Type:
Manufacturer:
Process No.
Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12"
and is less than or equal to 7 ":12 "):
Check one of the following which apply to the proposed tile
fasteners (for the first three courses) for use with the proposed tile
system assembly:
❑ Minimum 12 ga. galvanized roofing nail:
❑ Other: Type:
Length:
❑ N/A
Underlayment:
Length:
All tiles shall be installed in compliance with the provisions set
forth in the tile system assembly manufacturer's Product Control
Approval and the minimum requirements set forth in Subsections
3403.5(c) and 3404.2 of the South Florida Building Code. Tile
fasteners in the first three courses (if applicible) shall be of
sufficient length to penetrate the sheathing a minimum of 1" or
through the sheathing thickness a minimum of '4 whichever is
less.
The following information is required to confirm compliance with
Section 3403.5(b) of the South Florida Building Code.
• Job Audress: 7 Y �� % S [ Contractui: QP.nNOJti Process No.
Underlayment (continued):
Check all of the following which apply to the proposed underlayment
for use with the proposed tile system assembly:
ASTM #30 asphalt saturated felt with:
Manufacturer: J A &leo
❑ ASTM #15 asphalt saturated felt with:
Manufacturer:
Mineral Surfaced Roll Roofing with:
Manufacturer: TA•tCo
❑ Other:
Type:
Manufacturer:
Underlavment Fasteners (if applicable):
❑ Other:
Type:
Length:
Manufacturer:
O 19" overlap
O 6" overlap 5.
O 4" overlap
..• oJevI & r
O 19" overlap
O 6" overlap
O 4" overlap
O 19" overlap
O 6" overlap
O 4" overlap
ooe vie. .
Check one of the following which apply to the proposed
underlayment attachment:
❑ Minimum 12 ga. electro - galvanized roofing nail with
minimum 32 ga. x l'4" tin cap:
Length: I 1 �r{ "
Manufacturer:
Mortar or Adhesive Set Tile Systems
Page - 3
Spacing (per tile system assembly Produ. t Control Approval):
Field: " o.c.
Laps: 31. " o.c.
Related Accessories:
Edge Metal (refer to Section 3408.2 of the South Florida Building
Code):
Type: to .J>r dell
t.
Dimensions: 2. 1C 2"
Gauge or Thickness: a.0 -s
Finish: lu
Note: All edge metal shall be nailed on the flange and nailed or clipped
at the face in compliance with the provisions set forth in Dade
County Protocol PA 111, marked Appendix 'U' in the South
Florida Building Code.
Adhesives (check one of the following):
❑ Cold Adhesive:
Type:
Manufacturer:
Ci( Flashing Cement:
Type:
Manufacturer:
()kJ-
A5 6—stn s
Iro (fitc -4.
Job Address:
ti-LN #t)e—/Go
Adhesives (continued): Additional Notes:
Note: Application of adhesives shall be in compliance with the Roofing
Component Product Control Approval and the minimum
requirements set forth in Subsection 3403.5(e)(4)(cc) of the South
Florida Building Code.
Ventilation System (check one or more of the following):
The following information is required to confirm compliance with
Subsection 3401.4(e) of the South Florida Building Code.
❑ Ridge: Type Size in
❑ Soffit: Type Size in
Note: If underlayment is comprised of a self - adhered membrane, both soffit
and ridge ventilation systems are required, unless a base sheet is
applied as an anchor sheet below the self - adhered underlayment_
Note: The Tile System Assembly shall be installed in strict compliance
with the application instructions enumerated in the Product
Control Approval. A permit shall be issued for application of the
specified Tile System Assembly only. Any change to the specified
Tile System Assembly shall require submission of a revised
SECTION II with a copy of SECTION I, noting the permit
number issued.
Contractor: 10�1 Process No.
Mortar or Adhesive Set Tile Systems
Page - 4
Job ,,,,,tress:
(1-0 AE. p6 S i
Deck:
Thickness
Underlayment:
Ridge Venting:
(
3� — yo
Underlaymenti L
Fastener:
Roof Pitch
12"
FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP
TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS
INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN
ON THIS PAGE. ( Where Roofing Component not used in Tile System
Assembly, fill in with "N /A ". )
II
Head Lap Dimension: 3 "
(minimum Y wafers otherwise :pacified
in the ilk totem assembly Product Control
Approval)
Mortar /Adhesive: quistotEr L
Tile: RO4,f? 60l• y Piet
o f -/1
Tile Fastener. N f
Edge Metal or K
Fastener: r / f
Bird Stop:
((ltwplicablr)
Edge Metal 2ra 14! v
or Gutter.
Existing or Proposed
Soffit Venting:
DETAIL #1
Job Site Identification: •
Contract.... (O/jt1) 4_.
Mortar or Adhesive Set Tile Systems
Page - 5
Process No.
Job Address:
`w `i 7 (0 s
Contractor:
Rd; Height:
f eet
Eav Height. Roof Mean"Hcight
�n feet feet
Insert Building Ridge Height, Eave Height and Roof Mean Height.
Also insert applicable information pertaining to the building below.
(See ASCE 7-88 Fact Sheet Arched )
Exposure Category: ( j
Classification Category:
At Hurricance Oceanline ?: _ Y N
Basic Wind Speed at
Building Location: 110 mph
Building Condition based on
% of openings:
(See Table 9 ofASCE 7-88)
Ground Level
q /r
BUILDING INFORMATION #1
.rA
Job Site Identification: Z� add / seat
Mortar or Adhesive Set Tile Systems
Page - 6
gaZd
Process No.
V(f‘i toe- f sr
Job ,,adress:
Contratwr:
Mortar or Adhesive Set Tile Systems
Page - 7
Process No.
2 s ?d #
N &JD ae
Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment
Also insert variable labeled "a" which represents perimeter and comer dimensions
per Chapter 23 of the South Florida Building Code.
(See ASCE 7 -88 Fact Sheet Attached)
fik (d ?2.3
PC // , “ 4,kbe lZ /r 0
aim rs
BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimen 'ons
Job Site Identification: (S7/ y e r
Job Address: W5 di - l ' S' Contractor: aced
The undersigned certifies that the Mortar or Adhesive Set Tile System
Assembly is in compliance with the plans, specifications, and details
submitted by the architect.
STATE OF FLORIDA - COUNTY OF DADE
Before me this day personally appeared `%/W!S !' a‘••40(.1,
who, being first duly sworn, deposes and says that all information submitted
herein is true and correct.
Sworn to and subscribed before me this . th da of
19 qL.
My commission expires:
Licensed Contractor / Owner
Signature
OM !� .OTARa 2
SAMOA D Of„NOUR
NCYFARY FOLIC ° Os 71.ORIDA
c'fVT✓tKJr(... - CC.265272
MY COMMLSS , LL ' \R. 121997
Q CAprci J/a. 1) Q AuDej7c.,
Notary Public
State of Florida
Mortar or Adhesive Set Tile Systems
Page - 8
Process No.
•
' ME+�A 3E METROPOLITAN DADE COUNTY, FLORIDA
MiN METRO -DADE FLAGLER BUILDING
Monier Roof Tile
1900 NW 21st Avenue
Fort Lauderdale, FL 33311
Your application for Product Approval of the Bermuda Flat tile profile under Chapter 8 of the Metropolitan Dade
County Code governing use of Alternate Materials and Types of Construction, and completely described in the plans,
specifications and calculations as submitted has been recommended for acceptance by the Building Code Compliance
Department to be used in Dade County, Florida under the Standard Conditions attached provided the tile systems are
approved in strict compliance with Protocols PA 118, 119, 120.
This approval supersedes all sections of previous tile approvals which reference Chapter 34, Appendix X, Systems
1 -3. Appendix X has been redesignated PA 118, 119 and 120of the South Florida Building Code. This approval
shall remain valid until implementation of the 1994 revision of the South Florida Building Code.
The Building Code Compliance Department reserves the right to secure a product or material at any time from a job
site or manufacturing plant for quality control testing. If product or material fail to perform in the approved manner,
the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately.
The Building Code Compliance Department reserves the right to require retesting of this product should any
amendments to the South Florida Building Code be enacted affecting this product.
The expense of such testing shall be incurred by the manufacturer.
Product No.:
Acceptance No.: 94- 0323.20
- PLEASE NOTE-
THIS JS THE COVER SHEET. SEE ADDITIONAL ORIGINAL APPROVAL FOR SPECIFIC AND GENERAL
CONDITIONS,
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under
the conditions set forth above.
Approved 1't4A 2 4 1994
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375-2901
PRODUCT CONTROL NOTICE OF ACCEPTANCE, FAX (305) 375 -2908
Gil Diamond, P.E.
Product Control Division
Supervisor
(1 4 7
Charles Danger, P.E., Directo
Building Code Compliance Department
Metropolitan Dade County
Product Detail
Product Control No.: 94- 0323.20
T3Fau
22. FLAT SHINGLE TILE /VA N G.uA.e.o Tti-E
Construction Research #5749
Laboratory, Inc.
Test Agency • Test Identifier
J.E. Brennan Consulting
Engineers, Inc.
J.E. Brennan, Consulting
Engineers, Inc.
Ned Shah, P.E.
Professional Service
Industries, Inc., Jammall &
Associates Division
Test Reports
#5750
#5613
Gory- VR00130 -SPU
JEBCE1- 097 - 001 -90
Engineering Report
#224 - 17017
Product Control No.: 94- 0323.20
Test Name/Report Date
Infiltration Resistance 03/05/93
Infiltration Resistance 03/05/93
Infiltration Resistance 04/01/92
Material Properties Test 04/30/90
Material Properties Test 04 /30/90
Uplift Approvals 05/04/91
Uplift Approvals 05/01/91
Note: Test #5613 is applicable to all National Tile Roofing Manufacturer's Association
members. Please see the March 18, 1994 letter, attached.
0
March 18, 1994
Mr. Rick Olson
National Tile Roofing
Manufacturer's Association, Inc.
Post Office Box 40337
Eugene, Oregon 97404 -0049
Reference: L,i feti sill,
Dear Rick:
Further to our telephone conversation, please accept this Lotter as Boral Concrete
Product's authot'ixation for the NTRMA to use test data developed by this company
relating to the mortar set system.
Please do not hesitate to call me if you require any further informations.
Yours sincerely,
Eric Moycs
V
President
EM:dw
SIM
5O
Co NO PI SSTIS PRO TS
XANDMA1L
P.1
A Division of BOW, Industries Imo
North Raven Avenue Suite 240 Ontario, California 01784 Telephone: 909/9444700 Fax: 909/948 -1482
r
.ham ,,�.
5(
\\
RUBEROID® Specification N- 1 -1 -MG
2' Mln.
Side Lap
Max. GAFGLAS 175
Base Sheet
RUSER010 MOP
'/i Min. Nailable
Deck
Steep Asphalt
ASTM Type III
or IV
Substrate —y, inch minimum plywood, gypsum, structural wood fiber,
lightweight insulating concrete. See "Lightweight Insulating Concrete Decks,"
page 10.
Slope —Up to 1 inch per foot for lightweight insulating concrete; up to
3 inches per foot foFother decks.
Materials
GAF Materials Corporation Steep Roofing Asphalt ASTM 0 -312 Type III or IV
GAFGLAS #75 Base Sheet
RUBEROID MOP (Granule Surfaced)
Approximate Weight Per Square Total 145 -155 lbs.
Guarantees Available
Specification RUBEROID Liberty RUBEROID
N - 1 - - 12,10 12,10
GAF KAMM*,
CORPORATIC
General
Recommendations presented on pages 17 -22 shall apply in addition to the
following application recommendations.
Application Recommendations
1. Lay one ply of GAFGLAS® #75 Base Sheet (or in the case of a fresh Iightweigi
insulating concrete or gypsum deck where STRATAVENP (Vent Pty) for Nailabl:
Decks is required), with a minimum 2 inch side lap and not less than 6 inch end
laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and
stagger -nail down the center of sheet in two rows with nails spaced at 18 inch
intervals in each row.
2. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP
(Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20 %)
continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The
RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch
end laps.
51
•;- " )c7 •
( 7 ,
/
• 4
GAF Building Materials Corporation (MB)
1361 Alps Road
Wayne, NJ 07470
Your application for Product Approval of GAF Ruberoid Roofing Systems under Chapter 8 of
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 GAF Building
Materials Corporation, Factory Mutual Research Corporation, Underwriters Laboratories, South
Florida Test Sevice, and Construction Research Laboratories has been recommended for acceptance by
the Building Code Compliance Office to be used in Dade County, Florida under the Specific
Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3.
The approval shall be valid for a period of three years. The Office of Code Compliance reserves the
right to require retesting of this system within the first two years of the approval should any
amendments to the South Florida Building Code be enacted affecting th o . ent o roof system.
/'
ACCEPTANCE No: 93- 1130.04
EXPIRES: DEC 13 1996
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC
AND GENERAL CONDITIONS.
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
APPROVED: .DEC 1 3 1993
PRODUCT CONTROL NOTICE OF ACCEPTANCE
* *PLEASE NOTE **
/ 1
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
1 Diamond, P.E.
roduct Control Division
Supervisor
Charles Danger
Building Code Compliance Department
Metropolitan Dade County
METRO -DADE
•
Revised 9 -20 -93
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, test report no older than ten (10) years, have been re- evaluated.
All reports of re- testing shall bear the seal, signature and date of an engineer registered in the
State of Florida.
2. Any revision or change in the materials, use, or manufacture of the product or process shall
automatically be cause for termination, unless prior approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be
grounds for re- evaluation.
4. This acceptance shall not be used as an endorsement of any product for sales or advertising
purposes.
5. The Notice of Acceptance number preceded by the words 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.
6. A copy of this approval as well as approved drawings and other documents, where it applies, shall
be provided to the applicant by the manufacturer or his distributors and shall be available for
inspection at the job site at all time. The prints need not be re- sealed by the engineer.
7. Failure to comply with Standard Conditions shall be cause for termination of Approval.
3
1 Diamond, P.E.
Supervisor
Product Control Division
J
Manufacturer:
Contact:
Trade Names of Products
Manufactured by Applicant:
Ruberoid® Torch Plus
— Ruberoid® Torch FR
1VLL 1KU-Ltkl)L 1) ULLL11`I j I. VLL' t.VIVU'Lit11V
PRODUCT APPROVAL SECTION
ROOF SYSTEM APPROVAL
GAF Building Materials Corporation (MB)
1361 Alps Road
Wayne, NJ 07470
Product Control No.: 93- 1130.04
• System: Membrane Roofing System
Subsystem: BUR
Type: Modified Bitumen
Roofing System Type: APP, SBS
William J. Woodring
Director of Technical Services
(201) 628 -3000
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: DEC 13 1996
Ruberoid® Torch Plus is a modified
bitumen membrane with a polymer
asphalt coated polyester mat.
Ruberoid® Torch Plus is surfaced with
granules and applied by torch. Roll
weight: 93 lbs.; Roll Size: 75 ft.
Dimensions: 39.4" x 22.8'.
Ruberoid Torch FR is a fire retarding
modified bitumen membrane with a
polymer asphalt coated polyester mat.
Ruberoid Torch FR is surfaced with
mineral granules and applied by torch.
Roll weight: 90 lbs.; Roll Size: 75 ft.2;
Trade Names of Products
Manufactured by Applicant:
Ruberoid® Torch Smooth
• Ruberoid® Mop Plus
Ruberoid® Mop FR
Ruberoid® Mop Smooth
Ruberoid® 20 (FR)
3
Acceptance Number: 93- 1130.04
Approved: . DEC 1 3 1993
Expires: QEC 13 1996
Dimensions: 39.4" x 22.8'.
Ruberoid® Torch Smooth is a modified
bitumen membrane with a polymer
asphalt coated polyester mat.
Ruberoid® Torch Smooth is smooth
surfaced and applied by torch. Roll
weight: 87 lbs.; Roll size: 100 ft.
•
Dimensions: 39.4" x 30.5'.
Ruberoid® Mop Plus is a 'Heavy Duty'
modified bitumen membrane with a
polymer asphalt coated polyester mat.
Ruberoid® Mop Plus is surfaced with
granules and applied in hot asphalt
Roll weight: 98 lbs.; Roll Size: 75 ft.
Dimensions: 39.4" x 22.8'.
Ruberoid® Mop FR is a fire retarding
modified bitumen membrane with a
polymer asphalt coated polyester mat.
Ruberoid® Mop FR is surfaced with
mineral granules and applied in hot
asphalt. Roll weight: 110 lbs.; Roll
Size: 75 ft. Dimensions: 39.4" x
22.8'.
Ruberoid® Mop Smooth is a modified
bitumen membrane with a polymer
asphalt coated polyester mat.
Ruberoid® Mop Smooth is smooth
surfaced and applied in hot asphalt
Roll weight: 88 lbs.; Roll size: 100 ft.
Dimensions: 39.4" x 30.5'.
Ruberoid® 20 (FR) is the bottom ply of
a two ply system also consisting of
Ruberoid® 30 (FR) as the top ply.
.J
•
Trade Names of Products
Manufactured by Applicant:
Gafglas® Ply 6®
Gafglas® Ply 4
Gafglas® Stratavent®
Perforated
Gafglas® #75
Ruberoid® Torch Granule
Acceptance Number: 93- 1130.04
Approved: I.DFC 1 3 1993
Expires:. DEC 1 3 1996
Ruberoid® 20 FR is a fire retardant
polymer SBS modified bitumen. Roll
weight: 95 lbs.; Dimensions: 39.4 x
45.5'; Roll size: 150 ft.
Gafglas® Ply 6® is an asphalt coated
roofing felt with a glass fiber mat. Roll
weight: 441bs.; Roll size: 500 ft.
Dimensions: 3' x 166 ".
Gafglas® Ply 4 is an asphalt coated
roofing felt with a glass fiber mat. Roll
weight: 40 lbs.; Roll size: 500 ft.
Dimensions: 3' x 166'.
Gafglas® Stratavent® Perforated is an
asphalt coated base sheet with a glass
fiber mat. The bottom side of Gaflas®
Stratavent® Perforated is surfaced with
granules. Gafglas® Stratavent®
Perforated has 5/8" diameter
perforations cut 3" o.c. and is for use
over nailable decks. Roll weight: 60
lbs.; Dimensions: 3' x 36'.
Gafglas® #75 is an asphalt coated base
sheet with a glass fiber mat. Roll
weight: 75 lbs.; Dimensions: 3' x 108'.
Ruberoid® Torch Granule is a
modified bitumen membrane with a
polymer asphalt coated polyester mat.
Ruberoid® Torch Granule is surfaced
with mineral granules and applied by
torch. Roll weight: 102 lbs.; Roll size:
100 ft. Dimensions: 39.4" x 30.5'.
f
Trade Names of Products
Manufactured by Applicant:
Ruberoid® Mop Granule
. Ruberoid® 30 (FR)
Gafglas® Stratavent®
GAF Weather Coat® GAF Weather Coat® Emulsion is a
Emulsion surface coating for smooth - suraced
roofs. Coverage: 2.5 gallons/square.;
Packing: 5 gallon pails.
GAF Fibered Aluminum
Coating
GAF JetblakTM Flashtite®
Cement used for flashing and eave construction.
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: LLEC 13 1996
Ruberoid® Mop Granule is a modified
bitumen membrane with a polymer
asphalt coated polyester mat.
Ruberoid® Mop Granule is surfaced
with mineral granules and applied in
hot asphalt. Roll weight: 103 lbs.;
Roll size: 100 ft. Dimensions: 39.4" x
30.5'.
Ruberoid® 30 (FR) is the top ply of a
two ply system also consisting of
Ruberoid® 20 (FR) as the bottom ply.
Ruberoid® 30 (FR) is a fire retardant
polymer SBS modified bitumen and
surfaced with granules. Roll weight:
92 lbs.; Dimensions: 39.4" x 30.5';
Roll size: 100 ft.
Gafglas® Stratavent® is an asphalt
coated base sheet with a glass fiber mat.
The bottom side of Gaflas®
Stratavent® is surfaced with granules.
Roll weight: 69 lbs.; Dimensions: 3' x
36'.
GAF Fibered Aluminum Coating is
used to protect smooth - surfaced
composition roofs,metal, and masonry.
Coverage: 2 gallons/square; Packing:
1 and 5 gallon pails.
GAF JetblakTM Flashtite® Cement is
l
it Diamond, P.E.
. • •
Trade Names of Products
Manufactured by Applicant:
GAF Plastic Cement
GAF JetblakTM All- Weather
Plastic Cement
GAF Asphalt/Concrete Primer
GAF Mineral Shield®
Granules
GAF Gaftite Roof Insulation
Fasteners
Vent Stacks, metal and plastic
Acceptance Number: 93- 1130.04
Approved: ,DEC 1 3 1993
Expires: ► DEC 1 3 1996
Coverage: 75 lbs. /square; Packing: 1
and 5 gallon pails, 53 gallon drums.
GAF Plastic Cement is used for
installing flashing material. Coverage:
75 lbs./square; Packing: 1 and.5 gallon
pails, 53 gallon drums.
GAF JetblakTM All- Weather Plastic
Cement is used to install flashing and
may be applied on wet surfaces.
Coverage: 1 gallon/14 ft.'; Packing: 1
and 5 gallon pails.
GAF Asphalt/Concrete Primer used to
promote adhesion of asphalt in built -up
roofing. Coverage: 1 -2 gallons/square;
Packing: 5 gallon pails, 53 gallon
drums.
Granules for surfacing of exposed
asphalt, cold process or emulsion.
Packing: 60 lb. bags.
Various fasteners for use over steel,
heavy steel, plywood, structural
concrete, cementitious wood fiber,
gypsum, and lightweight concrete
decks.
GAF Vent Stacks are one way valve
systems used to relieve built -up
pressure within the roof system. GAF
Vent Stacks are available in metal or
plastic.
if Diamond, P.E.
Trade Names of Products
Manufactured by Others:
Company /Applicant
GAF Building Materials
Corporation (MB)
Product Name
Insulfixx Fastening Systems
Dekfast Fastening
Assemblies
Roofgrip, Gripdek
Olympic, Contite
Rawl Spike®
New Striker, Tapcon
Dekfast #14 & #15
Pneutek CDIF
ASTM D-41 Primer
ASTM D -312 roofing
asphalt
Rawl Deck Screw
Rawl Loop Toggle
Rawl Rawlite®
PRODUCT APPROVAL SECTION
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: 1 3 1996
Product Description
Steel & Concrete Insulation
Fastening Assembly
Steel & Concrete Insulation
Fastening Assembly
Steel & Concrete Insulation
Fastening Assembly
Steel & Concrete Insulation
Fastening Assembly
Concrete Insulation
Fastening Assembly
Insulation Fastening
Assembly
Insulation Fastening
Assembly
Insulation Fastening
Assembly
Asphalt Primer
Bonding Asphalt
Steel & Concrete Insulation
Fastening Assembly
Lightweight Concrete
Insulation Fastening
Assembly
Lightweight Concrete
Insulation Fastening
Assembly
(See FM listings for approved insulation fasteners with specific insulation panels.)
Gil Diamond, P.E
Manufacturer
SFS/Fabco
Construction
Fasteners, Inc.
ITWBuildex
Olympic
The Rawlplug
Company
ITWBuildex
ITW/Buildex
Pneutek
Generic
Generic
The Rawlplug
Company
The Rawlplug
Company
The Rawlplug
Company
Trade Names of Products
. Manufactured by Others:
Company /Applicant
Product Name
Es Products FM -90, FM-60,
FM-45, FM -30
Karnak No. 97 & No. 169
AL MB Aluminum Roof
Coating
Karnak No. 81
Gibson -Homan No. 6160
Grundy 20 F Emulsion
Nails
Tin Caps
CR -Base Sheet Plate
CR -Base Sheet Fastener
CR -1.2 Base Sheet Fastener
Nail -Tite® Type A
Nail -Tite® Type R
Approved: ,DEC 1 3 1993
Expires:IOEC 1 1996
Product Description
Base Ply Fasteners
Roof Coating
Roof Coating
Cold Applied Adhesive
Cold Applied Adhesive
Roof Coating
Min. diameter #12 corrosion
resistant annular ring shank
nails, FF -N- 105 -B, Type 2
Min. 32 ga. x 1 5/8"
corrosion resistant circular
discs
2.75" galvalume steel stress
plate
CR -10 coated galvanized
steel fastener. Head size:
1.125" x 1 "; Length: 1.2"
CR -10 coated galvanized
steel fastener. Head size:
1.125" x 1 "; Length: 1.2"
Galvanized steel Base Ply
Fastener (Lightweight
Insulating Concrete only)
Galvanized steel Base Ply
Fastener (Lightweight
Insulating Concrete only)
(See FM listings for approved insulation fasteners with specific insulation panels.)
Gil Diamond, P.
Manufacturer
ES Products
Karnak Chemical
Corporation
Grundy Industries
Karnak Chemical
Corporation
Gibson -Homan
Grundy Industries
Generic
Generic
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
ES Products, Inc.
ES Products, Inc.
Trade Names of Products
Manufactured by Others:
Company /Applicant Product Name Product Description Manufacturer
FM -30 Disc
Red Rosin Rosin paper for barrier layer Generic
on wood decks
Disc for ES Products FM-45
and FM-60 Base Ply
Fasteners
(See FM listings for approved insulation fasteners with specific insulation panels.)
prd LOEC 1 3 19 93
Expires: Apove L&C 1133
3 1996
Gil Diamond, P.E.
ES Products, Inc.
System Description:
Acceptance Number: 93- 1130.04
Approved: ;DEC 1, 3 1993
Expires:. DEC 1 3 1995
GAF Bulilding Materials Corporation has been manufacturing commercial roofing products for more than
100 years.
GAF produces a wide range of roof products for built -up and modified bitumen roofing systems. The
modified bitumen products include both APP (Atactic Polypropylene) and SBS (Styrene Butadien Styrene)
products in smooth, granule and fire rated versions. In addition GAF offers two ply modified systems to
meet the specifications requirements for multilayer SBS modified specificatons.
GAF products are distributed through a wide network of roofing wholesale distributors thoughout the
South Florida area.
The Technical Service Office is located in Wayne, New Jersey and can be contacted at 1- 800 - ROOF -411.
GAF provides warranted sytstems over various insulated and non - insulated substrates, copies of which can
be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification
manual published annually.
The GAF Roof System Assemblies gave been extensively tested at Factory Mutual Research Corporation
and Updrewriters Laboratories. Five classifications for assemblies are listed in the current U.L. Roofing
Material Directory and the current Factory Mutual Approval Guide.
GAF Modified Bitumen membranes have been tested in compliance with ASTM D -5147 test requirment.
Test data is on file.
The following documents were submitted with the application:
1993 Sweets Catalog
Introducing Ruberoid 20/30 FR
Information Sheets and Brochures:
GAFGLAS® Built -Up Roofing Applications and Specifications, 1993
GAFGLAS® Ruberoid Modified Bitumen Roofing Application and Specifications, 1993
Commercial Roofing Systems and Products, 1993
GAFGLAS® Stratavent Base Sheets GC10043 (5/92)
GAFGLAS Mineral Surfaced Cap Sheet GC10042 (5/92)
GAFGLAS Flashing GC10044 (5/92)
GAFGLAS #75 Base Sheet Gc10041 (5/92)
GAFGLAS Ply 4 GC10040 (5/92)
GAFGLAS Ply 6 GC10039 (5/92)
RUBEROID® Torch Plus GC10040 (5/92)
RUBEROID Torch FR GC10039 (5/92)
RUBEROID Torch GC 10122 (5/92)
RUBEROID Mop GC10113 (5/92)
RUBEROID Mop Plus GC10116 (5/92)
RUBEROID Mop FR GC10119 (5/92)
Introducing RUBEROID 20/30 FR GC10137 (1/92 -1)
RUBEROID 20/30 FR GC10134 (5/92)
1D
Gil. Diamond P.
Cements and Coatings 2223-308R3
GAF Vent Stacks (1990)
1 '
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: [DEC 1 3 1996
• •
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: !OE 1 3 1996
Company /Applicant
GAF Building Materials
Corporation (MB)
TESTING
Company Performing Test
Construction Research
Laboratories
Canadian General Standards
Board
South Florida Test Service
Factory Mutual Research .
Corporation
I2
Test Name/Report
# 4818
37- GP -56M
GAF -53 -X -915
J.I. 0Q6A6.AM
J.I.0T2Q4.AM
J.I. OT4A1.AM
J.I. 1R1A6.AM
J.I. 1V7AO.AM
J.I. 1 V8A4. AM
J.I. 2M0A4.AM
•
Date
07/10/87
01/07/80
03/08/91
07/16/91
10/17/91
08/26/92
11/15/91
07/16/92
06/28/93
03/21/87
Company /Applicant
TESTING
Company Performing Test
Underwriters Laboratories, Inc.
/ 3
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: DEC 13 1996
Test Name/Report Date
R1306, see current directory 01/01/93
R1306/87NK11819, 87NK496 12/07/87
Gil Diamond,
Approved: i DEC 1 3 1993
Expires:. DEC 1 3 1996
System Number
Deck
Deck description
1 (SBS)
Acceptance Number: 93- 1130.04
Steel/Wood
18 - 22 ga. steel deck, wood plank or min. 5/8" plywood.
New construction and reroofing.
For steel decks less than 22 ga. but not less than 26 ga. TPR fastener
and Olympic 3" round or SFS type 'S' stress plate may be utilized at a
density of 1:2 ft. Field fastener testing is required on all re -roof
projects to confirm a minimum withdrawal resistance of 400 lbs..
Systems installed over steel deck less than 22 ga. require written
approval from GAF Technical Department.
Vapor Retarder (Optional) (Optional)
Insulation (Optional for wood decks only)
(Steel decks only)
Any Factory Mutual approved vapor retarder with proprietary or
approved adhesive or such other vapor retarder system designed by the
architect or design engineer. The vapor retarder forms part of the roof
assembly for fire classification. See Factory Mutual Approval Guide
for listings. First ply shall not be bonded to wood decks. A red rosin
sheet may be applied below the base sheet over wood and plywood
decks.
Wood fiber; fiberglass; perlite; polyisocyanurate; perlitefisocyanurate
composite; basalt rockwool, or gypsum board: Insulation shall be
either bonded to a nailed base sheet (see base sheet nailing pattern) in
a full mopping of ASTM D -312, type III or type IV hot asphalt or
mechanically attached with a Factory Mutual approved fastening
assembly listed with the insulation panel. (See Approved Insulations
and Fastening Patterns List).
Moisture content in an existing built -up roof must be in compliance
with Section 3401.9(c) of the South Florida Building Code. Prior to
application, all existing roof surfaces used as a bonding substrate shall
3 2
Gil Diamond, P.
Note: No insulation panels shall be bonded to an existing built up roof
with a gravel surface without full removal of the loose gravel, priming
of the surface with ASTM D-41 primer, and a flood coat of asphalt,
prior to mopping of the insulation with bonding asphalt. Refer to
GAF published application considerations for insulation application
and to attachment requirements published in the current Factory
Mutual Approval Guide.
Basesheet Option #1:
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: DEC 13 1996
be tested for uplift resistance in compliance with ASTM E -907 to the
calculated design velocity pressure of the roof deck. Existing roof
surfaces and dissimilar materials must be fully primed with ASTM
D-41 primer and allowed to dry. If insulation board is bonded to the
existing roof or to a base sheet no one dimension should be greater
than 4 ft. If more than one insulation layer is applied, the top layer
may be mechanically attached or bonded in a full mopping of ASTM
D -312, type III or type IV asphalt.
One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas
Ply 4, Gafglas Ply 6, Ruberoid 20 or Ruberoid 20 FR mechanically
attached to the wood deck with approved nails and tin caps 9" o.c. at
the laps and 18" o.c. staggered in two rows in the field, or over an
insulation substrate with insulation fastener and plate assemblies 18"
o.c. at the laps and 36" o.c. staggered in two rows in the field.
(See Comments and Limitations #6 and #7)
Option #2:
One ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas
non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to
an insulated substrate attached with Factory Mutual approved
fastening assemblies in compliance with FM class 1 -90 windstorm
classification requirements, in a solid mopping or mopped in ribbons
maintaining 50% adhesion, using type III or type IV hot asphalt at a
3�
rate of 25 lbs. per square ±20% or Gafglas perforated Stratavent
applied dry to the insulated substrate and mopped over with a full
mopping of type III or type IV asphalt over which an interply of Ply 4
or Ply 6 shall be applied.
(See Comments and Limitations #8 and #9)
Plysheet (Optional)
Acceptance Number: 93- 1130.04
Approved: ,DEC 1 3 1993
Expires: DEC 1 3 1996
Mop one or two plys of Gafglas Ply 4, Gafglas Ply 6, Ruberoid 20 .
(FR), or Ruberoid Mop in ASTM D -312 type III or IV at a rate of 25
pounds per square ± 20 %.
Membrane Mop one of the following membranes in a solid mopping of ASTM .
D -312, type III or IV asphalt at a rate of 25 pounds per square ± 20 %:
Surfacing
Ruberoid Mop
Ruberoid Mop Plus
Ruberoid Mop FR
Ruberoid 30
Ruberoid 30 FR
The base sheet and the cap sheet shall maintain a minimum stagger of
12 inches for all laps. (See GAF application instructions)
Option #1: Apply not less than 400 pounds per square of ASTM
D -1863 aggregate or 300 per square of slag in a pour coat of an ASTM
D -312 type III or type IV asphalt. Comply with GAF slope
requirements for slope and type of asphalt. Gravel surfacing shall be
completed as soon as practical but the membrane shall not remain
exposed for more than 30 days.
Option #2: Apply one of the following roof coatings at the specified
rate:
3 L (
roof coating rate
GAF WEATHER COAT Emulsion
GAF Grundy Fibered Aluminum Coating
Karnak No. 97
Gil Diamond, P.
3 gals. /sq.
11/2 gals. /sq.
11/2-3 gals. /sq.
Acceptance Number: 93- 1130.04
•
Approved: DEC 1 3 1993
Expires: DEC 13 1996
Flashings Refer to GAF application instructions for flashing specifications.
Fastening Install all plies of Gafglas Felts used in conjunction with all Ruberoid
membranes vertically on slopes of 1 inch per foot or more and
backnail them into wood nailers or nailable decks approximately 4
inches from the back edge of the sheet. All end laps must be at wood
nailers, and the top edge must nailed into the wood nailer on 6"
centers. Use approved roofing nails and tin caps.
Comment and Limitations
Karnak No. 169 1'h -3 gals. /sq.
Grundy Industries 20 F Emulsion 3 gals. /sq.
Grundy AL MB Aluminum Roof Coating 1 -2 gals. /sq.
Note slope limitations and membrane aging requirements published by
GAF.
The Ruberoid membranes shall be terminated at nailers as dictated
above. For non - insulated wood decks, terminate and nail the end of
Ruberoid membrane on the same nailer spacings indicated above. The
membrane must then be nailed off on 6" centers, 2" from the top of the
membrane, into the nailer or wood deck using nails with integral
metal heads at least 1" round or square. The overlapping membrane
must extend at least 6" past the center line of these nails.
See Approved Insulation and Fastening Pattern list attached.
1. Maximum slope shall be 6 ":12 ". (Any application over 1 " :12 ",
shall require backnailing of all plies 4" in from the back edge of the
felts into wood nailers.)
2. An overlay insulation panel is required on all applications over
closed cell insulations (See Insulation List).
3. All perimeter nailer and metal profile design shall conform with
Factory Mutual Loss Prevention Data Sheet 1-49.
4. All asphalt shall comply with ASTM D -312 requirements.
5. Bonding to dissimilar surfaces (other than insulation facers and
asphalt saturated membranes) should be be preceded by an application
of ASTM D-41 primer for asphalt applications and allowed to fully
dry.
6. This roof system assembly, when applied over a steel deck and
mechanically attached at 18" in the lap and two rows at 36" in the
3C
Gil Diamond, P.E.
Acceptance Number: 93- 1130.04
Approved: DEC 1 3 1993
Expires: LOEC 1 3 1996
field with min. 3" diameter FM approved fastener plates has been
approved for use to a maximum field design velocity pressure of -45
psf
7. This roof system assembly, when applied over a wood plank deck
with an ASTM D -2626 or D-4601 base sheet mechanically attached at
9" in the lap and two rows at 18" in the field with min. 12 ga. annular
ring shank nails and min. 1 5/8" tin caps has been approved for use to
a maximum field design velocity pressure of -45 psf.
8. This roof system assembly, when bonded to an insulation substrate
has been approved for use to a maximum field design velocity pressure
of -45 psf.
9. This roof assembly, when applied over a perforated Stratavent base
sheet in an intermittent mopping of asphalt is approved for use over a
non nailable or insulated substrate to a maximum design velocity
pressure of -30 psf.
10. Perimeter and corner areas shall have an increase in fastener
density for both insulation and base sheet in compliance with the
Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S.
11. The chosen assembly must comply with the fire resistance
requirements of Sections 3401.5 and 3401.6 of the South Florida
Building Code. Refer to fire 'classification ratings' in the Underwriters
Laboratories Current Directory.
12. Any amendments to these provisions shall be in compliance with
Section 203 and 204 of the South Florida Building Code.
13. Refer to GAF specifications for appropriate flashing materials.
14. Refer to one of the following GAF specifications for this
application:- I- 1 -1 -MG, I -1 -1 -MSC, I -2 -1 -MGP, I- 2- 1- MGPFR,
I -3 -1 -MGP, I -3 -1- MGPFR, I -0-2 -MGP, I -0-2- MGPFR, I -1 -2 -MGP,
I- 1- 2- MGPFR, I -0-2- 20/30, I -0- 2- 20/30FR, I- 1- 2- 20/30,
I- 1- 2- 20 /30FR, I- 1- 2- 20/MG, I- 1- 2- 20/MGP, I- 1- 2- 20/MGPFR, •
N- 1 -1 -MG, N -1 -1 -MSC, N- 1- 2- 20/30, and N- 1- 2- 20/30FR
15. A withdrawal resistance test shall be carried out on all reroof and
recover projects to confirm deck integrity.
16. Walkways may be fabricated from one ply of Ruberoid Mop Plus
or Torch Plus (Granule) fully bonded to the top membrane ply.
Gil Diamond, P.E.
Name and address of licensed contractor
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein
described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the
State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether
herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.
Date June 12 ,1989 19
Owner's Name and Address Mrs W.H. WALTER No . 444 N. E.street 96th
Registered Architect and/or Engineer
Pan Am Roofing Co.Inc.
Location and legal description of lot to be built on: Q p
_J�
Lo 'd LI Block 9 Subdivision 70 C/
Street and Number where work is to be done
State work to be done and purpose of building (by floors), state exterior colors (submit samples) Re -Ed of flat section only • .
Remove roof down to wood sheathing.Replace all rotted uood.Tin cap 1/43
saturated felt. Apply' 2/15 lb. felts and install gravel. (6-4 and for no other purpose.
New Building Remodeling Addition Repairs No of Stories
To be constructed of Kind of foundation °� Roof Covering
Estimated T fa, cost of improvements S I �t�' !/0 Amount of Permit S a' o'
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
1 hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to
Pan Am Roofing Co.Inc. 1360 N.W. 29th St :- Miami,FL 33142
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's
Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof. and will require similar
compliance from all contractors or sub - contractors employed by him in the work to be performed under his permi : and will post or cause to be posted for inspection
on the site of the work such public notice or notices as are required by the Act. The undersigned agre s to loy my such subcon)sacL, rs. on work to be performed
under this permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA
COUNTY OF DADE. }ss.
Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared
to me well known.
and who. being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction. that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true.
Permit No. 1/
Disapproved T Date
(Signed)
Building Inspector
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved 1 ate Disapproved Date
NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
Date ‘//g/g7 Read, Sworn to and Subscribed before me.
I/ JAD6 /y i - g o
444 N.E. 96th Street Miami Shores, FL
Ruben Bernal (Roofi
Notary Public. State of Florida
My Commission Expires
MIAMI SHORC S//ILLAGE
BUILDING INSPECTFbN /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 build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address .W r 1\ ..4
Registered Architect and /or l;ngincer
Name and address of licensed contractor..
Location d legal description of lot to be built on:
Lot 1-- q ( O Block 4. 3 Subdivision
Street and Number where work is to be done a 1 N - �
State work to be done nd purpose of , t g (by floors)
(Sign
,u 1
Date ..._ _.� .1 .._._ _..._.... ,19 L
:.. �I.- . . Street�Q.. a. §_lvj.
Cq
and for no other purpose.
New Building Remodeling V Addition Repairs No. of Stories
To be constructed of and of found C overing
Estimated Total cost of improvements ' ..�1 Amount of Permit S. .h
Zone required a uired plan Cubage
a
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ o_such s n. ctors o work to be performed under this
pcnnit, as are licensed by Miami Shores Village.
Remarks.
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared — -
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No._.__.___i (467 Date `� Read, Swo • to and Subscribed before me.
Disapproved _ .. Date
Notary Public, State of Florida
(Signed) [N s
Bui .in spector My Commission Expires
PLANNI ' • 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 hoard.
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.
Owner's Name and Address
Location and legal description of lot to be built on:
Lot Block
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 build -
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
tk, tHL
Registered Architect and /or Engineer ................ .. .11..1 . 121 222 ., -.1
Name and address of licensed contractor i' t R OOP DOCT INC. / /02' / 7f 6P. ? OLL L2 0e `24 .
YIP/ q
Street and Number where work is to be done P / ( — 1 ST.
State work to be done and purpose of building (by floors) ( ‘/Z- ci3F /A ( ti
r I}G zS /0. Q, Fr. OP F'.M1 Colour 7746 c /TN
_.. b oo a S 'Q . FT. or 71 '.eA - ✓EZ urn/
New Building Remodeling Addition
To be constructed of Kind of foundation
Estimated Total cost of improvements $ 38OO e� Amount of Permit $.
Zone cubage required .Plan Cubage
Distance to 'next nearest building Size of Building Lot
Disapproved Date.
(Signed)
No............_...... Street...._
� K 6 3 /1. !'rcer
f ?4 T C-r1ritir 77
y.rlii Ves " and for no other purpose.
Repairs No. of Stories
Roof Covering
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under theFlorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection 1 he site of.the work sue ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontract rk be o under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. '
Permit No.. _r!� o� Date �� ?` / / 7 Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Building Id(spcctor (/ My Commission Expires
to me well known,
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 froth
the Planning Board.
A re fee of $1.00 will be charged when such re inspection is made necessary by improper notice for inspetitinn or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
4 APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build -
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during prggress of the work. Q �/
Owner's Name and Address . . . . . . . . 1 1. . . . . . . . . 1 � .. .., ._ No ..... Street.__ —
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done.
State work to be done and purpose of building (by floors ). ...._....
12 7;42/7 .4.3 -6 rzzew ... — _f �.. .., lire ,rt-?- ,PW ••�
"ht. .. _4e/4: -z- • i 4,- .e • fZr�; e .Y..IJe�lt • 11. .5 ....��tY1 • t.lt° • and for no other purpose.
No. of Stories
Disapproved
(Signed)
Date.
Chairman
Member
Member ......
Z.oZ .6- r 0,:31 6 — U... . ....1�'/�
- 7"
g •
./
ter
Repairs
Roof Coverin
New Building Remodeling Addition
To be constructed of Kind of foundation
Estimated Total cost of improvements s..5 3 7 e v Amount of Permit S,.
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 lans an specifications for said building. All notices with reference to the building and its construction may
...- r?o.. ....�%2 .6... ....... . /QS3/ � S • � i .
� �
be sent to.e ..f)!.. / 9 T Fly. 3 3 /'j
The undersigned applicant for this building pertnit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks . __._ ._ _ (Signed) � L. JA
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
Notary Public, State of Florida
Building Inspector/ My Commission Expires
PIl11NNING BOARD _.._......DATE
Member
Member
Member
Council Approved Date Disapproved
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has
the Planning hoard.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for
materials and /or workmanship.
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. 2� f
Permit No..____ �'� ._. -2r Date ._ Read, Sworn to and Subscribed before me.
Date
hero obtained from
inspection or faulty
APPLICATION FOR BUILDING PERMIT
Owner's Name and Address._ kk L �v
Registered Architect and /or Engineer �f7
Name and address of licensed contractor ____ -T,� u7 � �- -. (2
Location and legal description of lot to be built on: U
Lot_- Block Subdivision
State work to be done and purpose of building (by floors
Zone cubage required
Distance to next nearest building__
Maximum live load to be borne by each floor_
Member
Council Approved
the Planning Board.
.__ f__._f _ft 1 AA -11.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
Date_
Member
_Date Disapproved
Notary Public, State of Florida
PLANNING BOARD._ __ . DATE
Chairman _ -_ Member
Member Member
2g
Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
7- 7 , 19 7
No Street
Street and Number where work is to be done 4 ' ' .1: / Crz C — -
U iO 1 and for no other purpose.
New Building Remodeling -__ .)‹ ... Addition epairs No. of Stories
To be constructed of Kiel of foundation _ Roof Covering
Estimated Total cost of improvements $ /Y4'6 ' - S ----- • ----- Amount of Permit $
plan Cubage
Size of Building Lot
Mop
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to - -
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perf ed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. j ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared -
- - - - -- - - — - -- to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are - f- t�
true. yy
Permit No._.
.. 6-.l _ Date �a__/2 ! _ 7Z Read, Sworn to and Subscribed before me. .
Disapproved __ _ Date- ---- - ------ - --_ --
( Signed) t.-.J . _ , _ C -'-P i
Buildin nspector My Commission Expires__
Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
1
Permit No.
Chairman ......
Member
Member
Council Approved
MIAMI SHORES VILLAGE
APPLICATION F R BUILDING PERMIT
BUILDING INSPECTION DEPARTMENT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
�j p �� Date
��// a/ a //c) 7 , 19. _
Owner's Name and Address V'/ . • O'A _ No..__ _ ..... Street
Registered Architect and /or Engineer_
Name and address of licensed contractor _.
Location and legal description of lot to be built on:
Lo'r... Block Subdivision
Street and Number where work is to be done " ^� F
Statwork to a done and purpose of building (by floors) / c-Le4-- -- _ /a..�i. c a l f -c.,C/
e - e.... -- -4P Q — --�.C� ''t,�e.�� Wit / / s
and for no other purpose.
/ Z ,Z,,
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundatio hovering
Estimated Total cost of improvements $ 3�a - Amount of Permit $
Zone cubage required _Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the_ .
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
gf
Date____..
Read, Sworn to and Subscribed before me.
Disapproved
(Signed)
Building Inspectorl' My Commission Expires
Notary Public, State of Florida
to me well known,
PLANNING HOARD DATE
Member
Member
Member
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.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING j RECEIVE
PERMIT APPLICATI
FBC 2001
Permit Type (circle): Building Electrical
Owner's Name (Fee Simple Titleholder) W i 11 i am H . Wa 1 ke r 1 ` - Phone # (305 ) 7 5 9 - 5 0 8 0
Owner's Address 444 N.E . 9 6 Street
City Miami Shores State Florida Zip 33138
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 444 N. E. 96 Street
City Miami Shores Village County Miami -Dade Zip 33138
Is Building Historically Designated YES NO X
Contractor's Company Name Qualit Roofing Contractor
Contractor's Address 13800 N.W. 1st Avenue
City Miami State Florida
Qualifier Carlos Arocho
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit $ 17,300.00 Square Footage Of Work: 3 0 0 0 s q. Tile 5 0 0 s q. Fla
Type of Work: ['Addition DAlteration ❑New ® Repair/Replace ❑ Demolition
Describe Work: Tear off old roof to wood deck, tin cap 301h. , i nsta 1 1 ga l v- PR VP drip
& valley metals, mop one layer of 901b. ASTM, install tiles with polyfoam adhesiv
Flat roof: tin cap glass base sheet, install galvanized eave drip, mop one layer
•. •
-.
00
Submittal Fee $:SD• Clef 111 41 Permit Fee $
Notary $ -- -
Scanning $ (-�
Code Enforcement $
Total Fee Now Due $
(Continued on opposite side)
Radon $
a s _
Permit No. p? P • 12
Master Permit No.
Plumbing Mechanical Roofing
Phone# ( 305) 751 -0382
Zip 33168
* * * * * * * * * * * * * * * * **JI * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * ** * ** **
CO F$ le'rOv
9
Training/Education Fee $ e �6 Technology Fee $ 8,13
Bond $
Structural Plan Review. $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this //
day of 19e c . , 2003 , by LJ- I ); . I,4)011''r
who is persona ly known to me or who has produced
As identification and who did take an oath.
NOTARY PUBL
Sign: 1
t h
Print:
My Commission Expires:
MY COMMISSION # DD 060579
EXPIRES: October 10, 2005
e i ca
State Certificate or Registration No.
APPLICATION APPROVED BY:
Chc 10/14/03
Signature
Contractor
The foregoing instrument was acknowledged before me this 1/
day of De _ , 2003 , by ( /1if2(c a
who is personally knownio me or who has produced
as identification : d who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
• .LOU HERN ! DQ
y :vMMISSION # D00605i 1
P IPES: October t v ga
My Commission Expires:
mpetency Holder)
******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Certificate of Competency No.
*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
JAN - 8 2004
Plans Examiner
Engineer
Zoning
•
1
Owner's Notification for Roofing Permits issued under the Florida Building Code
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
1
Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing
Considerations
rage l ui 1
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of
Chapter 15 of the Florida Building Code, Building 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.
AV
yKAV -1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water
intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to
workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a
zoning code, should be addressed as part of the agreement between the owner and the contractor.
�2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed.
1411/4. 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 Florida Building Code
provides the option of maintaining this appearance.
�5. Ponding Water: The current roof system and /or deck of the building may not drain well and
may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
VUi') 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
scupper in accordance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
wner's!Agent's Signature
Date
http://www.co.miami-dade.fl.us/bldg/roofing_permiting/owner
Contra , • is Signature
A 2_
11/25/2003
6
1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Master Permit No.
Contractors Name: Job Address:
Quality Roofing Contractor, Inc. 444 N.E. 96 Street
Roof Category
Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic Shingles ❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150 ❑ Other:
❑ New Roof El Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes MI No If yes, what type? ❑ Natural ❑ LPGX
Low slope roof area (ft. 500 sq.
Section A (General Information)
Process No.
Roof Type
Roof System Information
Steep Sloped area (ft. 3000sq.
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'):
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Page 2
Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
Total (ft. 35sq.
Page 1 of 1
http: / /www.co. miami - dade. fl. us / bldg /roofing permiting /permit_app_section_a.HTML 1/5/2004
System Manufacturer:
GAF Material Corporation
NOA No:, 02-0408.09
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: I -49.2 Pmax 2: -82.6
Pmax3: 1 -124.3
Maximum Design Pressure, From the Specific
NOA System: 5
Deck type: 1" X 6" T & G
• These decks require a fastener pull test by
an approved test Iabratory
Other Deck Type:
n/a
Joist Spacing:
n/a
Slope: I 1 /2"
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section C (Low Sloped Roof System)
Fill in the Specific Roof Assembly components and Identify Manufacturer
(If a component is not used, identify as "NA ")
Anchor /Base Sheet & No. of PIy(s):
n/a
Anchor /Base Sheet Fastener /Bonding Material:
n/a
Insulation Base Layer /Size & Thickness:
n/a
Base Insulation Fastener /Bonding Material:
n/a
Top Insulation Fastener /Bonding Material:
n/a
Insulation Top Layer /Size & Thickness:
n/a
Page 3
Wood Nailer:
8 Penny nails
Base Sheet(s) & No. of Ply(s):
(1) Glass Base sheet
Base Sheet Fastener /Bonding Material:
1 1/4" R/S nails
Ply Sheet(s) & No. of PIy(s):
(1) Ply
Ply Sheet Fastener /Bonding Material:
Type III mopping asphalt
Drip Edge Size & Gauge: 3" face 26 ga.
1 '/" R.S. Nails
Drip Edge Material Type: Galvinized Metal
Hook Strip /Cleat gauge or weight: N/A
Coping Metal: n/a
Top Ply: Gafglas Mineral Cap sheet
Top Ply Fastening /Bonding Material:
Type III mopping asphalt
Surfacing:
n/a
FASTENER SPACING FOR BASESHEET ATTACHMENT
Fastener Type:
Page 1 of 1
Altemate Fasteners: n/a
1. Field: 9 " o/c @ laps & 2 rows @ 9 " o/c
2. Perimeter: 6 " oic @ laps & 4 rows @ 6 " o/c
3. Comers: 6 " o/c @ laps & 4 rows @ 6 " oic
NUMBER OF FASTENERS PER INSULATION BOARD
I
Field: n /a Perimeter: n/a Comer: n/a
http: / /www.co. miami - dade. fl. us / bldg / roofing _permiting /section_c_4.htm1 10/29/2003
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
Page 3a
http: / /www.co. miami - dade. fl. us / bldg /roofing permiting /section_c 4_2.html
parapetWa11 Height Ft`
MaanRoofHeignt /2 / Ft.
Page 1 of 1
1/7/2004
Roof System Manufacturer: MonierLifetile, LLC
Notice of Acceptance Number: 02- 1211.08
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: -45 P 2: -95.1 P 3: -95.1
Maximum Design Wind Pressures, (From the PCA Specific system): 118.9
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Roof Slope: 2 1/2 "/12"
Roof Mean Height: 13'
Ridge Ventilation: n/a
Method of Tile Attachment:
Adhesive, Large Paddy Polyfoam Polypro
Altemate Tile Attachment Method: I n/a
Perimeter Width: n/a
Clip Spacing for Metal Roof Panels
Field: n/a Perimeters: n/a
Section D (Steep Sloped Roof System)
Comers: n/a
Sloped System Description
Deck Type: 1" X 6" T &
Page 4
Altemate Deck Type:
n/a
Underlayment type:
30Ib. ASTM felt
Insulation/Fire Barrier Board:
n/a
Optional Nailable Substrate:
n/a
Fasteners:
1 1/4" R/S nails
Cap Sheet Type /Adhesive Type:
90Ib. ASTM felt
Roof Covering:
Atlantis Shake Tile
Roof Covering Attachment Method:
Polyfoam adhesive setting
Drip Edge Size & Gauge: 3" face 26 ga.
Drip Edge Material Type: Galvinized Metal
Drip Edge Fastener Type:
1 1/4" R/S nails
Hook Strip /Cleat ga. or weight: N/A
Page 1 of 1
http: / /www.co. miami - dade. fl. us/ bldg/roofingjermiting/section_d 3.html 1/7/2004
Mean Roof Height
in Feet
15'
20'
25'
30'
40'
Roof Slope
1
1
1
1
1
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
Page 1 of 1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
For Moment based tile systems, chose either Method 1 or 2. Compare the values
for Mr with the values from Mf. If the Mf values are greater than or equal to the
Mr values, for each aea of the roof, then the tile attachment method is
acceptable.
P 1:
P 2: -95.1
P 3: 1 -95.1
Method 1 "Moment Based Tile Calculations Per RAS 127"
x A 0.24
x A 0.24
x A 0.24
Section E (Tile Calculations)
- Mg: 6.0
- Mg: 6.0
- Mg: 6.0
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From the Table Below: NOA Mf:
Mr Required Moment Resistance*
*This Table must be used in conjunction with a list of moment based tile
systems endorsed by the Broward county Board of Rules and Appeals.
Page 5
= Mrl: 4.80
= Mrl: 16.80
= Mr1: 16.80
NOA Mf: 118.9
NOA Mf: 118.9
NOA Mf: 118.9
http: / /www.co.miami- dade.fl.us /bldg /roofingpermiting/section e_3.htm 1/7/2004
MIAMI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
135 NW 20 Street
Boca Raton, FL 33431
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
1. SCOPE
This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as
manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For
locations where the pressure requirements, as determined by applicable Building Code does not
exceed the design pressure values obtained by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Monier Lifetile
Atlantis Shake and
Slate Tile
Trim Pieces
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Roofing
Flat Profile Roofing Tiles
Concrete
Test
Dimensions Specifications
1 =15"
w = 10 3 /8"
1 '/<" thick
1= varies
w = varies
varying thickness
Test Identifier
7161 -03
Appendix III
94 -060A
94 -084
25- 7094 -2
25- 7094 -8
25- 7094 -5
Product
Description
PA 112 Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck, mortar
or adhesive set applications.
PA 112 Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
(Adhesive 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/Reroof)
Date
Dec. 1991
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct. 1994
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 2 of 6
Test Agency
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.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
PO402
Project No. 307025
Test #MDC -77
224 -47099
520109 -1
520111-4
520191 -1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Test Name/Report
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 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
Aerodynamic Multiplier
Moment of Gravity
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Date
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Sept. 1994
Dec. 1998
March 1999
March 1999
Sept. 1999
February 1996
April 1996
December
1996
March 1995
April 1999
April 1999
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 3 of 6
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Monier Lifetile Atlantis Shake &
Slate Tile
8.5
1.25
0.865
Table 3: Restoring Moments due to Gravity - M (ft-lbf)
Tile
Profile
3 ":12"
4":12"
5":12"
6":12"
7":12" or
greater
Monier Lifetile Atlantis
Shake & Slate Tile
Direct Deck
Direct Deck
Direct Deck
Direct Deck
DirectDeck
6.0
5.9
5.8
5.6
5.5
Table 2: Aerodynamic Multipliers - A. (ft
Tile
Profile
a, (ft3)
Direct Deck Application
Monier Lifetile Atlantis Shake & Slate Tile
0.24
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
3.7 May be installed on slopes 7:12 and greater with a minimum of two screws.
4. INSTALLATION
4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
4.2 Data For Attachment Calculations
NOA No.: 02- 1211.08
Expiration Date: 12 /16/07
Approval Date: 01/09/03
Page 4 of 6
Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Monier Lifetile
Atlantis Shake &
Slate Tile
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
32.2
2 -10d Ring Shank Nails' 50.3 65.5 48.3
1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Adhesive
31.3'
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
PolyProN
118.9
PoIyPro TN
40.4
4 Large paddy placement of 45 grams of PolyProTm.
5 Medium paddy placement of 24 grams of PolyProTM.
Table 5B: Attachment Resistance Expressed as a Moment - M f (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Mortar Set
39.0
NOA No.: 02- 1211.08
Expiration Date: 12 /16/07
Approval Date: 01/09/03
Page 5 of 6
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
WATERLOCK
16Hi°
T~ `
PROFILE DRAWINGS
tile"
WAIERLOCK
MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 02- 1211.08
Expiration Date: 12 /16/07
Approval Date: 01/09/03
Page 6 of 6
MI A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
• MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. •
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the • expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. •BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #02 -0408.09 and consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC •
NOA No: 03- 0501.05
Expiration Date: 11 /04/08
Approval Date:10/23 /03
Page 1 of 21
Deck Type 1:
Deck Description:
Wood, Non - insulated
19 / 32" or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet: GAFGLAS #80 Uhlman' Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Heat-Weld' Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyT' 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or
#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS Flex P1ymi 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field. (Maximum Design Pressure —5Z.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of
9" o.c. at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbs. /sq.
Cap Sheet: (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.
NOA No: 03- 0501.05
Expiration Date: 11 /04/08
Approval Date:10/23 /03
Page 18 of 21
Surfacing:
Maximum Design
Pressure: See Fastening Above
(Required if no cap sheet is used) Install one•of the following:
1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an
application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF
PremiumFibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) 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 with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 gal/sq.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 19 of 21
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum 1 %" Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment dial not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 21 of 21
Roofing Systems (TGFU)— Continued
GAFGLAS #80 Premium Base Sheet may be used in-any of the following
systems.
"GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications.
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type Cl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type Cl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in.
max.
Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
4. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
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 Cl "GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
6. Deck: NC Incline: 3
Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet".
Ply Sheet: One or more layers of Type Cl "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, ure-
thane, perlite /isocyanurate composite, perlite/ urethane composite, phe-
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type Gl, 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.
Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type Gl.
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)1
ROOF COVERING MATERIALS (TEVT)
4.u1,14. rivvl u1b1 IY1011..I 1101L.J 011 \U J 1 J 11-.1111,1 1.1111LV I VI I
1.
2.
1.
2.
3.
4.
5.
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT) 173
Roofing Systems (TGFU)— Continued
Cap Sheet: "GAFGLAS Mineral Su1•faced Cap Sheet", hot mopped.
Class B
Deck: C -15/32 Incline: 3 -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: Two or more layers of Type Cl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6"
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers of Type Gl, 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
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 Cl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Special Roofing Bitumen" 20 Ibs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
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 Cl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
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 Cl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at
1 -1/2 gal /sq.
Deck: NC Incline: 1
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 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq. •
Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
Deck: NC Incline: 2
Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite,.
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet: One ply Type Gl %r G2, mechanically fastened or hot
mopped.
Ply Sheet: One or more plies Type Cl or G2, adhered with hot roofing
asphalt.
Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2
gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq.
Deck: NC Incline: 1 .
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
MIAMMADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
1'olyfoam Products, Inc.
2400 Spring- Stucbncr Road
Spring ,TX 77383 -1132
The expense of such testing will be incurred by the manufacturer.
APPROVED: 06 /14/2001
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR 1.ICE:NSINC SECTION
(303) 375 - 2527 FAX (305) 375 -2558
CONI•RACrOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Two Component Polyurethcnc Foam Adhesive
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
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 NOA shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify,. or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
ACCEPTANCE NO.: 01- 0521.02
EXPIRES: 05/10/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
11 s045000I1pc200011templaceslnotice acceptance cover page.doc
• - - _ Al .....--• - --•- -..__��..:�.�: � -_-: -- --- tfah u - t.u... /1... F...:LlinarnelennlinP rnm
Polvfonm Products, Inc. ACCEPTANCE No. : (11- 0521.02
ROOFING ASSEMBLY APPROVAL
CatcEory: Roofing
Sub - Category: Roof Tile Adhesive
Materials: Polyurethane
1. SCOPE
This approves Polypro® AI-1160 as manufactured by I'olyfoam Products, Inc. as
described in Section 2 of this Notice of Acceptance. For the locations where the design
pressure requirements, as determined by applicable building code, does not exceed the
design pressure values obtained by calculations in compliance with Roofing Application
Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using
Polypro® AH 160. Where the attachment calculations are done as a moment based system
for single patty placement, and as an uplift based system for double patty systems
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Polypro® AH160
Foampro® RTF1000
ProPack ®30 & 100
Strength
Tensile Strength
Water Absorption
Moisture Vapor
Transmission
Dimensional
Stability
Dimensions
N/A
N/A
N/A
2.1 Components or products manufactured by others:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA
which list uplift resistance values with the use of Polypro A1-1160 roof tile adhesive.
2.2 Typical Physical Properties:
Property Test
Density ASTM D 1622
Compressive ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
Test
Specifications
PA 101
Approval Date: June 14, 2001
Expiration Date: May 10, 2006
Results
1.6 lbs. /ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /Ft
3.1 Perm / Inch
Product
Description
Two component
polyurethane
Dispensing Equipment
Dispensing Equipment
+0.07% Volume Change a -40 F., 2
weeks
+6.0% Volume Chan
Humidity, 2 weeks
.
u
Frank Zuloaga, RRC
Product Control Examiner
Polyfoam Products,. Inc. • ACCEPTANCE No. : 01- 0521.02
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile
Assembly for tire rating.
3.2 Polypro® AH 160 shall solely be used with flat, low, & high tile profiles.
3.3 Minimum underlayments shall be in compliance with the Roofing Application
Standard RAS 120.
3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof
tile adhesive with their tile assemblies shall test in accordance with PA 101.
3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein.
w
F' 2
MS
4. INSTALLATION
4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that
lists uplift resistance values with the use of Polypro® AH 160.
4.2 Polypro® AH 160 shall be applied in compliance with the Component Application
section and the corresponding Placement Details rioted herein. The roof tile
assembly's adhesive attachment with the use of Polypro® AI-( 160 shall provide
sufficient attachment resistance, expressed as an uplift based system, to meet or exceed
the uplift resistance determined in compliance with Miami -Dade County Roofing
Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc.
Polypro® AI-1160 Operating Instruction and Maintenance Booklet.
4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed
by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approve,1
applicators to the authority having jurisdiction.
4.5 Calibration of the Foampro® dispensing equipment is required before application of
any adhesive. The mix ratio between the "A" component and the "B" component shall
be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to
deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings
shall be approved.
4.6 Polypro® AH 160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100
dispensing equipment only.
4.7 Polypro® AH 160 shall not be exposed permanently to sunk
3
Frank Zuloaga, RRC
Product Control Examiner
Polyfoam Products, Inc.
ACCEPTANCE No. : 01- 0521.02
4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3
minutes after Polypro® A1-1160 has been dispensed.
4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with
the Placement Details' herein. Each generic tile profile requires the specific placement
noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Flat, Low, High Profiles
High Profile (2 Piece Barrel)
Flat, Low, High Profiles
Flat, Low, High Profiles
Placement
Detail
#1
#1
#2
#3
Single Paddy Weight
Min. (grams)
35
17 /side on cap and
34 /pan
24
Two Paddy Weight
per paddy Min.
(grams)
N/A
N/A
N/A
8
5. LABELING
All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein.
6. BUILDING PERMIT REQUIREMENTS
6.1 As required by the Building Official or applicable Building Code in order to
properly evaluate the installation of this system.
4
Frank Zuloaga, RRC
Product Control Examiner
Polyfoam Product, Inc..
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
ACCEPTANCE No. : 01-0521.02
e or
11 Place enough adhesive lo achieve 11 to 23 Opt Foul 24' s for
equate Inches In contact with the pan Ill* deep Pike *Pilule"
2) Turn covers upside down. Place adhesive 112 la.
To 1 hi. From outside edge of cover tile.
Then Instill the Lk
Na throu plastic cement
U
Remov
1 Put0
of U14 iris
course cover Ills.
Abut to wand course of
pal Wes. Ensure save awl of
pal and cover Wei are
flush of 'MI line.
Errs closure
honer shown)
5
Weephole Fuel.:.
Frank Zuloaga, RRC
Product Control Examiner
0900nal
Pokt-up Maur
os longitudinal
edges of tile
Sheedilog
Polyfoam Products, Inc.
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement
Nail through plastic cement
6
ACCEPTANCE No.: 01- 0521.02
Frank Zuloaga, RRC
Product Control Examiner
Po lyfoarn Products, Inc.
ADHESIVE PLACEMENT DETAIL 3
.. DOUBLE PATTY
Nall through plastic cement
Singk paddy
3 in. under tile
x 3 In.
SIngle paddy on
under.
layment
Single paddy
on top of tile
Paddy
(between tile)
Paddy
(under tile)
bye course
2 in. X 7 In. medium
size paddy save
Fascia course only
Nail through plastic cement
t 4in.x 3 In.
Single paddy
on underlayment
Single paddy
on top of tile
Ease Course
7
ACCEPTANCE No. : 01-0521.02
Nail through plastic cement
Underlayment
N4In. x 3m.
41n.
Single
paddy on
under.
layment
Single paddy under Ole
Single paddy between tile
2 in. x 7 In. medium
size paddy save
course only
Single paddy
on top of tile
Eave
Course
Fascia
Weephole
Eave closure
Drip edge
Single paddy
between tile
Eave Closure
2 In. x 7 In. medium
size paddy cave course only
Fascia
Frank Zuloaga, RRC
Product Control Examiner
Polyfoant Products, Inc. ACCEPTANCE No. • 01- 0521.02
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documents, 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 Approval ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South: Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
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 time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages I through 8.
END OF THIS ACCEPTANCE
8
Frank Zuloaga, RRC
Product Control Examiner
NOTICE OF COMMENCEMENT
A RECORDED DOPY MUST U POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain teal property, and in accordance with
Chapter 713. Florida Statutes. the following information* provided in this Notice of Commencement.
1. Legal description 01 properly and street address: 444 N.E. 96 Street
3.Owner(s) name and address: William H. Waiker 11
btlersst in forty: Owner
Name and address of lee simple titleholder: N/A
5. Surety :(Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bonds 0 0
6. Lender's name and address: N/A
Notary Public
Print Notary's Name
My Commiasbn Expires
Miami Shores, Florida 33138
2. Description of improvement: Reroof to a new Tile and Flat Cap sheet roof.
444 N.E. 96 Street Miami Shores, Florida 33138
4. Contractor's name and address: Quality Roofing Contractor, Inc.
13800 NW 1 st Ave, Miami ,Florida 33168
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 715.13(1 Na)7., Florida Statutes,
Name and address N/A
6. In addition %Mime, Owner designates the following persons) to receive a copy of the Lienoes Notice as provided in
Section 713.13(1)(b), Fiaride Statutes.
Nance and address: N/A
9. Expiration date of this Notioe of Commencement: (the expiration date is 1 year from the date of recording unless a
Onward daft Is specified)
LJ.0 V.A1i1 .
re of Owner (�
Print Owner's Name /Ili �tan'1 r,Jk d 14
Sworn to and subscribed before me this ,/I day. of Dec . . 20
MARYL170 HERNANDEZ
.` ,a‘ MY f.OMMISSION a nn nsnc7a
�`• .%,:� a EXPIRES: October 10, 2005
'..t;fr Bonded Thru Notary Public Underwriters F LO 0'r " COUNTY Cr DA the
HEREBY C_RTIF1 that this is /7 C : , o of
r �s office on _
�ngmal filed m, tL.
AMINE SS my hand and Officio
IARVEY IbUVIN. CLERV
CFH 200480011959
OR Bk 21955 Ps 4427; Ups)
RECORDED 01/07/2004 10:29:46
HARVEY RUVIN+ CLERK OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
Prepared by Carlos Arocho
Quality Roofing Contractor, Inc.
Address: 13800 NW 1 st Avenue
Miami ,Florida 33168
A L .'
;sal.
i and County Courts
111111111111111111111111111111111111111111111
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305- 795 -2204 Permit Number: BP2004 -12
Printed: 1 /13/2004
Applicant: WILLIAM
Owner: WALKER
JOB ADDRESS: 444 NE 96
Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE
Local Phone: 305 - 751 -0382
Parcel # 1132060140580
Permit Status: APPROVED Permit Expiration: 7/6/2004 Construction Value: $17,300.00
Work: NEW ROOF COLOR THRU TILE AND FLAT ROOF
Signed: (INSPECTOR)
Building Permit
WALKER
WILLIAM
ST
Page 1 of 1
Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 5 & E1/2 LOT 6 BLK 53 LOT SIZE 75.000
Fees: Description Amount
FEE2004 -276 Building Fee $325.00
FEE2004 -277 CCF $10.80
FEE2004 -278 Training and Education Fee $3.60
FEE2004 -279 Technology Fee $8.13
FEE2004 -280 Scanning Fee $6.00
Total Fees: $353.53
Total Fees: $353.53 14
Total Receipts:
eceipts u :0u
_,cam 3
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
14)
MIAMI SHORES VILLAGE, FLORIDA
a- rto - ,11
El
❑ PERMIT N? 12482 DATE
n
Work to be performed under this Permit
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building ,'
Architect
Contractor r . •
or Builder yr.,,• -- ia* .+•
Legal Lot
Description
Address of
Building
This permit is granted to' the contractor or builder named above to construct the building or to tall the equipment or device described in the application
herefor in strict compliance with, all ordinances pertaining thereto and with the understanding tha e 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 or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Bl.
•
Si
Subdi-
vision
Value of
Project $ ' 6
6 f'
CONTRACTOR OR BUILDER BY
Contractor's
License No
Amt. of
Permit $
1/4,..„63y ./
,rr trawl
195
INSPE
In consideration of the issuance to me of this permit -.I . agree to perfo the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, draw fts, ^sta't ents'or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
AUTHORITY
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT L
305- 795 -2204
Building Inspection Request
Date
Type Insp'n — T - 7(Ct 5 1 -1
Permit No. 6P O'
t2_
(
Name 1 0 I b€ V G 1
Address '1 (-16 1 v t - l �Q s4-
Company Cko Id
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
-sri3
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date
Type Insp'n f
Permit No. G ^ U' O 4 - t a
/
Name Ili r
Address `'l 1 L CO 3
Company quc«k
Phone #
Inspection Date lig-a)OH
Approved
Correction
Re- Insp'n Fee ❑
Date
Type Insp'n
Permit No.
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
(. I Lt\ O'4
1200 .*` ni
930 c4 — �a
Name l Q/1'l
Address
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Company OOJ< +-N ROT-4
Phone # e JOS 7 l ( ' °
Inspection Date (2 I — t l M
A pp o) .
Correction ❑
Re- Insp'n Fee ❑
2
3a)
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)
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100
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
SITE SPECIFIC INFORMATION
Project N
Owner's Name \A/AA k -R Permit # V - lZ
N
Job Address 444 e lc, .-r.., MIA, M t S.44 D ES, F.
Roofing Contractor C20 A.. 4 t T y - g_ O 0 t i.34
Type of Tile: _F_341 T 0-.- 6 -T Date Installed: �- t 3 ' - o
Approximate Roof Height: 0 feet Roof Pitch: 3 /Z ' I Z
Type of Access to Roof: Scaffolds Other
Approximate Square Footage of Roof '3 ft \.Ladder
Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100
Date Tested: •' I ° I "
IN ACCORDANCE V0.711 T '. CRITERIA OF PR • OCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTS'y.TE
": 011".°111.111."
1 / /
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THIS REP r ' < AITTED BY
Civil Engineer:
Lab Certification # 98- 0608.04
State of FL Certificate Authorization # 4100
TEST RESULTS
P = PASS, F = FAIL
P.E. f/9 57_4-
PRINTED BY: UNIQUE GRAPHICS: 954 - 484.9923 FAX: 954-484-9967
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BUILDING CI MIAMI SHORES VILLAGE, FLORIDA
ELECTRICAL ❑
PLUMBING ❑ PERMIT N? 8446
ROOFING k
Owner of
Building hN !t: if.. a ♦fir
Architect
Contractor
or Builder 4 ti 1 Ti' .4 +h .0_ ' j___4__ 4, IP
Legal Lot
Description I I BI
Address of 44 4 � r
Building �"' / '� c;
CONTRACTOR or BUILDER
Work to be performed under this Permit
BY
f j / 4 ; t'1 nl
Date 2 - 19_47
Contractor's
License No. '
] !r. •
MJTHORITY
t tj
Subdi-
vision pp��
Sq. Ft.
Value of Amount of {
Project $ II Permit $
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 plan or dra • s or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, ser n�q \j) or e oyees (
Signed • § ,EitsOTOR) BY
In consideration of the issuance to me of this permit I agree to pe/ rm the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, stay s nts or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by :: er, myself, rriy agent, servant or employee.
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 build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village,. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
J Date I iJ A J s
Owner's Name and Addre street__ 19– –
ss_ \' i k �l U e. v L a iQ I` ( ~
t- Y• � e b �? No./ __`�__�_Q � _1s�1 V �
Registered Architect and /or Engineer 1 j
Name and address of licensed contactor _ -r__ a_ 4 _ ! � �' _ ! G h d' s, nra ' / ��) � ? _ ` ^
Location and legal description of lot to be built on: �
Lot Block Sub 'vision " Street and Number where work is to be done _______ _ 4_ __NS___9_/7 __ __
State work to be done and purpose cif puildin (by floors) �a
!'5 7- 1 ".� 4 +v -
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories___ /____________--
To be constructed of Kind of foundation Roof Coverin_di.t_L1_!3 -_LL ' _
Estimated Total cost of improvements $ I 5__l) • e) - - _ _Amount of Permit $ .6 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 hereb submit all the lans and specifications for said building. All notices with reference to the building and its construction may,
be s The fo this bu din J ermit does hereby certify � that � ' J �� '' ��
f
g permit y y he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
r
Remarks (Signed -- -,��� t�P• . - -` *"i',*,1,
'_ \ -' " t ° " 1
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction,
therein by him stated are true.
Permit No
Disapproved
(Signed)
Building Inspector
Date
Date
/ - S ° /
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
to me well known,
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.