RF-07-765io6''�� . 4l is �� �a°1�1
°
4iami Shores Village ---
OrrNP
A AC) wilding Department
4,aalN (et s; 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
V
til\s Tel: (305) 795.2204 Fax: (305) 756.8972
.
BUILDING FUMEVE1 Permit No.
PERMIT APPLICATION& APR 1 8 2007 Master Permit No.
FBC 2004
BY
Permit Type (circle): Building Electrical
Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) Rol (�� L ; vp i? P-05.6 Phone # ($?S') ,2V0-`766I
Owner's Address .60 ' 0 1 OE 4, ' ,sr-
City J
Hat vv) ; 41.0 cieS State Fly Zip 33 ( 3
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 60i /OE 56,
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO jC
Contractor's Company Name Re- ke
Contractor's Address 1A
City t ct wL r
00 IL cr
Phone #
State L Zip
Qualifier Name �igtl fit.- Phone #
State Certificate or Registration No. p a/ 7s co 4,,,�' 7 Certificate of Competency N
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ 10
rtro.
itek
Square / Linear Footage Of Work: '40104"
Type of Work: ❑Addition QAlteration DNew
Describe Work: K —�
Repa 0 Demolition
************ ** * * * * * * * * *** * ** * * * * *,*,*,t*,*, Fees*************** *** *, * * ** ** * ** * ** **** *** * * * **
° CCF $ U CO/CC
Technology Fee $
Zoning $
Submittal Fee $
Permit Fee $
Notary $ Training/Education Fee $ °
Scanning $ Co CC
Radon $ DPBR $
Bond $ Code Enforcement $
Double Fee $
Structural Review. $ Total Fee Now Due $ '61010 •
cp : g 41-b- 0
See Reverse side --->
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 w ork 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 AIR 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
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this f7
day of _41_, 20 .07_, by edP( the gore
who is personally known to me or who has produced ' %;ueis 40.
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Eicp e"
*************,******** ** ***** *,* * * * * * ** * * ** * ** * * * * * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
Contractor
The foregoing instrument was acknowledged before me this /•
day of 6 `/ , 200/_, by 4 Gtkzittm,
who is personally known to me or who has produced
as identification and who did take an oath,
NOTARY PUBLIC:
********************** * ** *,* * * * * * * * * * * * * * * * * * * * * * * * **
6�
Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. (1 -aa I' U 13 -U RaD
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
1 111111 11111 11111 11111 11111 11111 11111 1111 1111
STATE OF Fl
THE UNDERSIGNED hereby gives notice that improvements will be made to ceilitefiWEIPE
property, and in accordance with Chapter 713, Florida Statutes, the following infer
is provided in this Notice of Commencement.
WITNESS
HAR •javy 1. Legal description of property and street/address: 39 0 N T •
IF II 2007R03897!7
DR Bk 25545 Ps 0671; (1as)
RECORDED 04/18/2007 10:44:50
HARVEY RUV'IN, CLERK OF COURT
MIA11IR-DyADE COMM ' FLORIDA
/FY gist tflI ise`itrJSv{
A D 2r' M1/ _.......
d Arco` Cfi,3af S:d.
2. Description of improvement: COD-c-
Ai
3. Owner(s) name and address: Marla gOr1.76(P2- 1 ,J40 !vE «-7 s-12 IGi' l Shores/ tG 3316/
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: 6,b0
t)f
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes, ,»
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes. ;11/21
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration
differept date is specified)
Gt4 I ✓Wt
Sigria of Ow
Print Owner's Name
GrtGT2fe.5a onzalPz
date is 1 year from the date of recording unless a
Sworn to and subscribed before me this day of n �-- , 20 C9
Notary Public
Print Notary's N
EMIUA LOPEZ� "L
• , cow 000277886
...... .....:.«.....*..::..:..::h1...e
My commission expires:
123.01 -52 PAGE4 5/06
Prepared by a14# ?x%6,4
�1
Addre . ss: '° :�� �7%�`�l
1
0.
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1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI•DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
• • • • • •••
• • .S wan ;oer�ra lnforrnatioej
••••• • •• •••
• • • • • •Proo•as Na •
• • ••• • • •
Asphaltic Shingles
Prescriptive BUR -RAB 150
• • • • • *1* fir •9) 1 NE'' sr
• •
•
• • • • RoofCaftegdry • •
M•chanbaly Fastened TIN
Page 1 of 1
APR 1
107
x
...... ..
ortar NeBstTIM—)
Metal PeneVShbtgles Wood Shtngies/Shakes
Roof Type
New Roof �Re•RooBng) Recovering , Repair ! Maintenance
Ars them Oa V•rd Stacks bated on the roof? Yee >%, Nt) If �
y.., what type? Natural I . _ LPGX
rz r� Roof System Information 1,
Low elope roof area (M) y� Steep Sloped area (tt°) 322-5 Total (El 4070 T
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drabs, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and Weis, clearly
Identity dbn•nabns of elevated pressure zones and location of parapets.
P•Nm•tsr Width (al: 3' Comer Size (a' • aq: ' . )(
15
34
y3�
2.3
Page 2
a.
http: / /www.co,miami- dade.fl.us/ bldg /roofing _permiting /permit app_section_a.HTML 12/21/2005 j
Paop1m I 1
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• • MCTPIQN 1424, • •
HIGH VELOCITY HURRICANt 2Q3sILS REWIRED PViN,ERS NOTIFICATION FOR ROOFING
COIOISIDgRATI'ONg
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, fo'ti a bv$►'et' t bb•4ent hl'this section.. The provisions of Chapter 15 of
the Florida Building Code, Building goJem fib d- iiarrr.yfi eriuiretrlents and standards of the industry for roofing
system installations. Additionally, the toifoani i4tinis tit*, ae dressed as part of the agreement between the
o er and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
esthetics- 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.
.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).
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.
— _posed 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.
onding 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.
verflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the Florida Building Code, Plumbing.
_a—Zr 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.
oil/12-47
Own ''s/Agent's Signature Date
,50( N66 rr
Property Address Permit Number
Rev:112012005,Computer Services, Building Department
•. .,�. ,4 .
. :•„-•f, •
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Section D•(Steey SI®Qed floof ST stern)
High Velocity HA-Ticino 2on4 ritarir. 0ofin9 �'ermtt ltp I cation Form
MIAMI -DADE COW TY BUILDING OEPARTYENT ELECTRON}C APPLICATION
• • • • • •••
1•• •�IF� I •
Root Sys tam Ilan ACC..
• • ••• • • • • • •
• • • • • • • • •
Section D•(Steey SI®Qed floof ST stern)
Sloped System Descriptlon
Deck Type.15 18' Plywood zi
Nternar Deck Typr
Undeelrymenttplt r.
1..'t [i►. t 224
Root Sbp.: —•nr
Root Mean 14eaaft riF6
R. V. .Q.tio %: l fk{ /A
Sl4t*od of Tie Attachment
ja /AD eteove --sue— (1irrje qty)
Nlevnate Tle Mach:nenl LIetAod:
Clip Spacing rot Metal Roo( Pane*
Penmeeers �—
Pe-* V•CA
Page 4
IraallafreaCke Barter Soe t
1 I't' g/S WAS td.'ic-.
Cap ShetiTypet4esi;TistiK
f tio. Per Horn'+
Prof Coretitc
1 tictotes. 11L.ES Roue
Root Caerinp Nbchmere 6[elat
4 PDLiff)-• AH-tio: Flak Perry
Duo Edge sae ati w„.13 tat" 26 I.. J 35(3'
Dip Edge Matm4al Type: f GaIYIniZed Metal
Dr0 E 69e Turner Type:
i IY+ "_ .1A Nkiis a@4 "a.
■oc. Sr,•C3er a or .etc [N/A J
f.i1 Roofing Work la; to comp►`
with the Florida Builoin
Code, Master Permit Plats and
Specifications.
h> -1 /wv►w.co miami-da of uslbldg/roofing_permi i fs ti d 3,htm1
3/3/200.2
1•• •�IF� I •
Root Sys tam Ilan ACC..
- -- - —.
• •
ttatlu a Acceptance nt e Uwmber !02.-:._ 2 61 O� • •
tlhh+w k
m Design Wind PMSWti., II Appatal. (from R,A$ ITT or Gkvlatbner
1
Pima l: 4 TO►ma: t p? max S: .r • d 8
s
MA1)' uen Dear Wind Frees twee, f ram Om PCA Specific g44 41
Sloped System Descriptlon
Deck Type.15 18' Plywood zi
Nternar Deck Typr
Undeelrymenttplt r.
1..'t [i►. t 224
Root Sbp.: —•nr
Root Mean 14eaaft riF6
R. V. .Q.tio %: l fk{ /A
Sl4t*od of Tie Attachment
ja /AD eteove --sue— (1irrje qty)
Nlevnate Tle Mach:nenl LIetAod:
Clip Spacing rot Metal Roo( Pane*
Penmeeers �—
Pe-* V•CA
Page 4
IraallafreaCke Barter Soe t
1 I't' g/S WAS td.'ic-.
Cap ShetiTypet4esi;TistiK
f tio. Per Horn'+
Prof Coretitc
1 tictotes. 11L.ES Roue
Root Caerinp Nbchmere 6[elat
4 PDLiff)-• AH-tio: Flak Perry
Duo Edge sae ati w„.13 tat" 26 I.. J 35(3'
Dip Edge Matm4al Type: f GaIYIniZed Metal
Dr0 E 69e Turner Type:
i IY+ "_ .1A Nkiis a@4 "a.
■oc. Sr,•C3er a or .etc [N/A J
f.i1 Roofing Work la; to comp►`
with the Florida Builoin
Code, Master Permit Plats and
Specifications.
h> -1 /wv►w.co miami-da of uslbldg/roofing_permi i fs ti d 3,htm1
3/3/200.2
..
High Velocity Hurricane Zc ne 9niion t Miring i ernnitAPPtication Form
IunAIY i- OADECOUN I BUILDING delAktioiNT ELICTRONICAPFUCATION
• •
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• • • • • • • • •
• • • •••• • • • • • • • • • • •
• • • • • • • • •
Section E (Tii5'Calculations)
For Moment based tile systearis; chcissilthi?N,Md.1'er i Compare the values
for Mr with the values from Mf i :117 vines act greeter ��t equal to the
Mr values, for each aea of the�rooll, t?�en,thitificbpae
acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 427'
P 1: Ogg • MQ:, 2trt: E NOA 11: :_ t
Mr1: 71,1 NOA Mf
• Mg: j s Mr1. 21, ($ NOA Mf:
PZ:i •M�:
P3:kS1 x
Method s'Simplifled Tile Caiculstion pet Beb
Required Mome of Resistance pm From the Table Below: r.�
Mr Required Moment Resistance
Mean R•.
le Feet
Roof Slope
eiglt
15'
20'
212
30.
4
3:12
4 :12 ;
5:12 '
;6:12
' 7:12
2,1
31
26.6
289
24.5
26.7
22.5
24.5
20.8
22.6
'0'
•
tO 'This Table must be used in conjunction with a list of moment based tpg* il Ot . • $ ,
systems endorsed by the Broward county Board el Rules and Ap �o
oIftOk\r‘010.• 4e
SO
e
r aQ��
Pne5
http. f/ www. co. r.: iami-dade. fl. usibldg /roofag_permiting/section a 3htm 3/3i1002
M M I�DADE
• •
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BUILDING CODE COMPLIANCE OFFU3E �Bd1 ) •
PRODUCT CONTROL DIVISION ' • •
NOTICE OF ACCEPTANCE (N04),
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
• • •• ••• ••
Monier Lifetile, LLC
135 NW 20th Street
Boca Raton, FL 33431
•
• • • • •
• •
•
•• • • • • • ••• ••
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: Villa, Roll, and Capri 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 7.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 1 of 7
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ROOFING ASSEMBLY APPRD rAL • • • • • • • • • • • • •
• • • • • • • • • • • • • •
• • ••• • • • • • •
Category: Roofing • • ; 1 ; • • , • • • • •
•
Sub - Category: Low Profile Roofing Tiles
• • • •V
Material: Concrete • •• • • • • • • •• • ••
• • •• • •
1. SCOPE
•• • • • ....... •
This renews a system using Monier Lifetile Villa, Roll, and Capri 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 Test Product
Applicant Dimensions Specifications Description
Monier Lifetile LLC 1= 161/2" PA 112 Low profile, interlocking, high pressure
Villa & Roll w = 13" extruded concrete roof tile equipped with one
1/2" thick nail hole and double roll ribs. For direct deck
or battened nail -on, mortar or adhesive set
applications.
Monier Lifeitile LLC L = 17" PA 112 Low profile, interlocking, high pressure
Capri Tile W= 12 s /g" extruded concrete roof file equipped with one
1/2" thick nail hole and double roll ribs. For direct deck
or battened nail -on, mortar or adhesive set
applications.
Trim Pieces 1= varies PA 112 Accessory trim, concrete roof pieces for use
w = varies at hips, rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1 SUBMITTED EVIDENCE:
Test Aaencv Test Identifier Test Name/Report Date
Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991
Appendix III PA 102 & PA 102(A)
Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991
Appendix II PA 108 (Nail -On)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs, smooth shank nails
The Center for Applied 94-060B Static Uplift Testing March, 1994
Engineering, Inc. PA 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
En:' . 'ng, Inc. PA 101 (Mortar Set)
._-•-ti--
/NoisirJ
/Ir
NOA No.: 02- 1205.05
Explration Date: 12/16/07
Approval Date: 01/02/03
Page 2 of 7
Test A¢encv
Redland Technologies
Redland Technologies
Professional Service
Industries, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering; Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
•
• • •
• • •
• •
• •
• •
•.. •
• • •
• •
• • ...
• • • •
••• • •
Test Identifier
• • .
1''r . •
Letter Dated Aug. 1,
1994
2!g -47;0
• •. •
• • •
• • •
• • •
• •
• •.•
Test Name/Renort
• • •••
• • • • • • Mnd Tunnel Testing
• '1
• • • A 13)8 (Mortar Set)
Wind Tunnel Testing
• • •••
PA 108 (Nail -On) •
• Physical Properties
2'7014 -1 •
25 -7094-7
25- 7094 -4
Project No. 307025
Test #MDC -760
25- 7183 -1
25- 7183 -2
25- 7214 -2
25- 7214 -6
528454-2 -1
520109 -2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
•
PA 112
"'Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction) 0
Static Uplift Testing
PA 102
(4" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Wind Driven Rain
PA 100
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)
(1 Quik -Drive Screw, Battens)
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7183
25 -7094
..
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Aerodynamic Multipliers
Date
July 1994
Aug. 1994
Sept. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
Sep. 1998
Dec. 1998
March 1999
March 1995
February 1996
April 1996
December
1996
April 1999
Evaluation Calculations Two Patty Adhesive Set System April 1999
NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 3 of 7
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3. LIMITATIONS .' • • • • • •' • •
• • • .• •
• • ••• • • • • • •
3.1 Fire classification is not part of thisoaocepiance. •
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 thtser4icas bf Zi: ICdidm!- Da&County Certified Laboratory to perform
quarterly test in accordant® viit11 T'rAg 1+1N a nndix: A'. Such testing shall be submitted to
the Building Code Compliance dffice for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Monier Lifetile Villa, Roll, and Capri 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
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
Monier Lifetile Villa and Roll Tile
9.1
1.33
1.08
Monier Lifetile Capri Tile
9.51
1.42
1.03
Table 2: Aerodynamic Multipilers - A, (ft3)
Tile
Profile
Tile
a, (ft)
26 (ft3)
Profile
Batten Application
Direct Deck Application
Monier Lifetile Villa, Roll and Capri Tile
0.267
0.289
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibt)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
T':12"
greater
Battens
or
Direct
Deck
Monier Lifetile
Villa, Roll, and
Capri Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
5.57
6.30
5.48
6.18
5.37
6.05
5.24
5.90
5.09
5.73
NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 4 of 7
• • 000 • • • 4000
00 •• • • • •• 00 •
• • • • • • • • • •
• • • 4000 • • •
• • • • • • • •
• • 000 • • • • 4040•
Table 4: Attachmedt.Ritsistande Eatpressdd aYa Moment - Mf (ft -Ibf)
:fir Nall- 01'9A** :'
Tile
Profile
Fastener Type'
.6 '
• Dlittt Deck •
(min 15/32"
: : RI i y ,141): 40 40 •
• •
• Direct Deck
(min. 19/32"
• • plywood)
•
Battens
Monier Lifetile
Villa, Roll, and
Capri Tile
2 -10d Ring Shank Nails'
: : •. 2723 : :. • .
• • 37.4
28.8
1 -10d Smooth or Screw
Shank Nail
8.8
11.8
4.1
2 -10d Smooth or Screw
Shank Nails
16.4
21.9
7.1
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
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' 43.0 67.5 50.9
1 Installation with a 4• tile headlap and fastemers are located a min. of 2W from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Villa, Roll, and
Capri Tile
Adhesive
26.1'
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Villa, Roll,
and Capri Tile
Polyfoam PolyProTM
86.614
Polyfoam PolyProTM
45.5°
4 Large paddy placement of 54grams of PoyPro TM.
5 Medium paddy placement of 24grams of PolyProTM.
NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 5 of 7
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• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
Table 5B: Attachment Itesistmce xpreq,sgd ssa Moment - Mf (ft -Ibf)
:: rot Mortar Set S'ys:teIns'
Tile
Profile
•
•'
• •:. Tile' '
Application
••
:
Attachment
Resistance
Monier Lifetile Villa, Roll, and
Capri Tile
• •
•
•
• • ilia te6Set'• •
•••••••
• •
•
•,
•
20.60
•• • • • • • ••• ••
•
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.
PROFILE DRAWINGS
MONIER LIFETILE VILLA CONCRETE ROOF TILE
NOA No.: 02- 1205.05
Expiration Date: 12 /16/07
Approval Date: 01/02/03
Page 6 of 7
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• • • • • •
••• • • •
MONIER LIFETILE ROLL CONCRETE ROOF TILE
MONIER LIFETILE CAPRI CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 02- 1205.05
Expiration Date: 12 /16/07
Approval Date: 01/02/03
Page 7 of 7
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BUILDING CODE COMPLIANCE OFFICE (KM • • • • •
PRODUCT CONTROL DIVISION • •
PAGE 01
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FI,AC3LER BUILDING
• • • • • 1411 WEST FLAGI..ER STREET, SUITE 16113
• • MIAMI, FLORIDA 33130 - 1569
• • • (305) 375 -2901 FAX (305) 375 - 2908
•
NOTICE OF ACCEPTANCE {NOA� ' ' •. ' •
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
••
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 (AIHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the
AIIJ (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 AH.I may immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 thc Florida Building Code.
DESCRIPTION: Pulyprole AH160
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 thc 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 -Dadc 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 No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by Jhrge L. Acebo.
NOA Na.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
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••• • • •
ROOFING ASSEMBLY APPROVAL:
Category: Roofing. • • • • • • • ••• • •
Sub Category: Roof the Skihelttit • • .. ' •
•
Materials: PolyuretWe • • • • • • • • • • •
SCOPE:
This approves Polyprotp AH160 as manufactured by Polyfoam 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 M
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
prate roof tiles system using Polypro® AR 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Polypro® AH160
Foampro® RTF1000
ProPaek® 30 & 100
Dimensions
N/A
WA,
N/A
Test
Specifications
TAS 101
Product Destrintion
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispersing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 =idle adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
WaterAbsorp`tion
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTIVI D 1623
ASTM D2127
ASTM E 96
ASTM D .2126
ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /Ftz
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM teat methods and are subject to normal (manufacturing variation.
NOA No.: 06. 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 2 of 7
PAGE 02
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
• • ••• • • • •••
•• •• • • • •• •• •
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• • • • • • • • • • •
• • ••• • • •
.Test rem elt; �e • •
19t00 • • .
•.2518j8!l ,
25- 7438 -3
25-7438-4
25- 7438 -7
25 -7492
NB-589-631
9637 -92
01- 6743 -011
0.i -6739- 0626[11
7050.02.96 -1
528454 -2 -1
528454-9 -1
528454 -10 -1
520109 -1
520109-2
520109 -3
520109-6
520109-7
520191 -1
520109 -2 -1
•Tel•Name/Rcport
•tAS101
„TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ate
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
ASTM E 108 04/30/93
ASTM it 108
ASTM E 84
TAS 114
11/16/94
01/16/95
03/I4/96
TAS 101 10/23/98
TAS 101 12/28/98
TAS 101
• 03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance, Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® A H160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlaymcnt shall be In compliance with the Roofing Application Standard RAS 120.
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 TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDT -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
/
1 rl',
2;
MS
NOA, No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date. 04/13/06
Page 3 of 7
PAGE 03
INSTALLATION:
• • ••• • • • •••
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PAGE 04
1. Polypro® AN160 may be used with any roof the assembly having a current NOA that lists uplift
resistance values with the use orP'bilipra lAH in. :•• . • •
2. Polypro® A H 160 shall be appliefl.in'd•000np'liakc1 sAth:the Cotaponcnt Application section and the
corresponding Placement Dctailsdot&d Idea. the r ,$,tile•assembly's adhesive attachment with
the use of Polypro® A1,i160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to mect or exceed the uplift resistance determined in compliance with Miami -Dade
County Rooting Application Standards R,AS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® At-1160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foannpro® dispensing equipment is required before application of any adhesive.
. The mix ratio between the "A" component and the "I3" component shall be maintained between 1.0.
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH'160 shall be applied with Foampro RTP1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® A11160 shall not be exposed permanently to sunlight.
& Tiles must be adhered in freshly applied adhesive. Tile .must be set within 2 to 3 minutes after
Polypro® AHI60 has been dispensed.
9. Polyps® Al I60 placement and minimum patty weight shall he in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table I: Adhesive Placement Pro Each Generic Tile Profile
Tile Profile Placement
Plat, Law,. Ham, Profiles
High Profile (2 Piece
Barrel)
Plat, Low, High Profiles #2
Flat, Low, high Profiles #3
LABELING:
Single Paddy
Detail Weight Min.
(gir$ms
# 1 35
#1 1 7 /side on cap and
34/ an
Two Paddy Weight
per paddy Min.
(grams)
N/A
N/A
N/A
8
24
All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein_
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system,
NOA, No.: 06-0201.02
Expiration .Date: 05 /10/11
Approval Date: 04/13116
Page 4of7
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ADrIESIVE Pat:'F„11 NT DETAIL 1
SINGLE PATTY
•• • • • •• ••• ••
• • • • • • • • •
•P ages oa ato) • • • 41%11 to ►pn ;emit
•
•• • • • • ••• ••
Undedeyment
PAGE ; 05
7NTOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 5 of 7
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ADHE•stVl!3' PLh&EMF 4T IiE 'A L 2
S1 TGLE PATTY
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PAGE 06
NOA No.: 06-0201.92
Expiration Date; 05/10/11
Approval Date: 04/13/06
Page 6 of 7
Nal through phslccmnoat
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• • • • .. • • • •
•
MO Abil SIVE ACEMENT • DETAIL 3
• • DOUBLE PA°[ry
• • • • • • • • •
• • • •
•
•
•
•
•• • • • • 0 ••• ••
Paddy
(hetwaen tlle)
(under lie)
Nag through *silo cement
0ederlaymed
1
Single paddy underIle
Single paddy Moen lte
2 /tat bongo
slat paddy cave
enures errly
PAGE 07
In. unr OM
t x3in.
Xrrglo Nddpon
•- in.:3In.
d in.
330
than
oak
layment
Singh Pddy
of topdit
Rana
Eave ofosure
Drtpedp
Nail through plastic cement
}e 3in.x3In
Sic&
on umiarlayment
attiltWWIT
on top otitis
Fan Cow
END OF T.I-IIS ACCEPTANCE
NOA No.: 06- 0201.02
Expiration Date: 03/10/11
Approval Date: 04/13/06
)Page 7 of 7
7�S (q'..'7 ef" )-f Levi -or i/ Noiv.- i�.- a�.��.r'
.
• • •• • • • ° . • • ROOF ASSEMBUES.AND ROOFTOP STRUCTURES
•
•
• ' • •
Floddi Hildlilx, • dale ic4tiai 2004
HIgh- Velocity Hiiriicaine ZdM l)niform Permit application Form. p
Section C (Low Slope Application) • • • • • . Surfacing: i•A41 l4..Q.�
Fill in specific roof assembly domponents 11, :.: ; ; ; ; :•• • •.
and identify manufacturer • • : • ; ; • • Faa&tenet(Spacing for Anchor /Base Sheet Attachment:
(i1 a component is not used, identify as "NAS'j • • • • • :• • .
Field: •1 " oc @ tap, # Rows 2 ® 1 "oc
System Manufacturer: GAF HATE,..; ALS Corr •
Product Approval No.: O3" O$ Oi ' Eke
Design Wind. Pressures, From RAS 128 or Calculations:
Pmax1:' 'I •2 Pmax2: —82. ( Pmax3 •124-•3
Max. Design Pressure,. from the specific Product
Approval system:_ .2.'
Deck: ' tt
Type: tA.IOOP
Gauge/Thickness: !•'li■ N t 54 7
Slope: )Z " 12. l-tltix
Anchor/Base Sheet & No. of PIy(s): .
Anchor /Baso Sheet FastenerBondinq MaterieG /m/j
insulation Base Layer:
Base Insulatiot) Size and Thickness:
Base insulation Fastener/Bonding Material:
1- A
Top insulation Layer: I .
Top Insulation Size and Thickness:
.Top insulation Fastener /Bonding Material: N/A
Perimeter: •fin " oc ap, # Rows."' • ®ii " oc
4 Pr
Corner: .4 " oc ® Lap, # Rows 4 o 4 " oe
Number of Fasteners Per Insulation. Board:
•
Field Nril, Perimeter Or Corner 1
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
Base Sheet(S) & No. of Ply(s): #75 3A ed do,
Base Sheet Fastener/Bonding Material:
I14' 17 NIA;tS 4i►J -CAPS.
Ply Sheet(s) & No. of Piy(s): 6,144) j?Ju.‘,2401V 20-
(t) t-tetril3t2AINIE.
Ply Sheet Fastener/Bonding Material:
Proi 5171-PAkt+ 11/-42.a.
i
Top Ply: j•- t.zwo.A.AL Chr- 51�.ee* (t)
Top Ply FastenerBonding Material:
Ho- A ►pprLt4- ri pe
FLORIDA BUILDING CODE— BUILDING
lef Id's(
Thel ‘11
Parapet
Height
EXi STrNcr
'3X3�2Cg•
Mean
Roof
Height
15.33
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MIA �DADE • •
• • 1•: •
• • • • • • • • • •
• • ••• • • • • • •
BUILDING CODE COMPLIANCE OF LE (BCCO); • • • • • • •
PRODUCT CONTROL DIVISION
•
•NOTICE OF ACCEPTANCE • • • :"
• • • ••
GAF Material Corporation • • • ; ; ::: •.
1361 Alps Road
Wayne, NJ 07470
• • • •••
•••
•
••
•
•
••
•
••
•
0
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 Ruberoido Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOD. 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- 0408.10 and consists of pages 1 through 31.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
NOA No: 03-050(02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 1 of 32
• •
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••• . • • • • •
• .
ROOFING SYSTEM APPt1vez • • • :: •
Category: •ltoofiag : • • ' • • •
Sub - Category: SBS /APP, Modified Bitumen
Deck Type:
Maximum Design Pressure
Fire Classification:,
• • •
WQO4 .
Spe °eneial Li�nitat4pn #1 : •
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
GAF Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAF Mineral Shield
Granules
GAF WeatherCoat®
Emulsion (MatrixTM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All Weather
Plastic Cement (MatrixTM
Standard Wet/Dry Roof
Cement 204)
GAFGLAS #75®
GAFGLAS #80 UltimaTM
Base Sheet
GAFGLAS Flex P1yTM 6
GAFGLAS Ply 4®
GAFGLAS ®Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
Eliminator Perforated
Dimensions
5, 55 gallons
601b. Bags
1001b. bags
5 gallons
1, 5 gallons
1, 5 gallons
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824
ASTM D 3019
ASTM D 3409
ASTM D 4601
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D3672
ASTM D 4897
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed
asphalt, cold process cement or
emulsion. GAF Mmeral.Shield®
Granules shall be used for flashing
applications only.
Surface coating for smooth surfaced
roofs.
Fibered aluminum coating.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion
to wet and dry surfaces.
Asphalt impregnated and coated glass
mat base sheet.
Asphalt impregnated and coated,
fiberglass base sheet
Type VI asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet coated on both
sides with asphalt. Surfaced on the
bottom side with mineral granules
embedded in asphaltic coating with
factory perforations.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 2 of 32
Membrane Type:
Deck Type 1:
Deck Description:
System Type E (1):
•
•• •• ••• • • • •••
• • • • • • • •• • •• •
• • • ••• • • •
• • ••• • • • • • • •
SBS /S$S
• Q 14 4phld • • •
• •••• • • • • • • • Wood, Non- mealat • • •
•
••
• •
••
••
•
•••
•
•
•
•
•
19/32" or groateb plywood pr wq cc plank decks
• •••••• •
Base sheet, h••eehgncily raste$ed to t
i Dof deck.
All General and System Limitations shall apply.
Base sheet: ✓ GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Mailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS
Heat- We1dTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically
fastened to deck as described below;
Fastening / GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any
Options: 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 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any
of above Base sheets attached to deck with Drill-Tec (GAFI'1TE) #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.
Pressure —45 s See
GAFGLAS Flex PlyTM 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 Desiglt Pressure -52.5 s See General Limitation #7) J
GAFGLAS #75 Base Sheet or any of above Base s eats 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 (GAFI'ITE) 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 (GA1~ inE) #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: ./ (Optional) One or more plies GAFGLAS PLY 40, GAFGLAS Flex Ply 6,
GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-
401bsJsq.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 26 of 32
•• ••
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• • • •• •• •
•
• •
• • • ••• • ' • •
• • • • • •
• • ••• • • • • •
Membrane: f One or eie flies of •BF,ROID ItIOP Smooth, Ruberoid®
Ruberoilapta Grallure,Rdberordt N!p► Plus Granule,„uberoide 20,
Ruberoile 30 ct Ruj ,piJ •30 FR 8r Ruberoid® Mop FR or RUBEROID
UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within
the EVT rayge 9.n l at: rate of 20-40 lbs. /sq.
Or, • :
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 08/20/2007
Inspector: Grande, Claudio
Owner: ROSS, RALPH
Job Address: 501 96 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: ROCHE ROOFING
eit
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060171550
Lot:
Phone: (305)220 -7663
Building Department Comments
RE ROOF TILE AND FLAT USING COLOR THRU TILES
BERT MISSION TERRACOTA
$1
bl
qInspector
Passed
Comments
CC 4/16iL
0--
5.e.e .4-er4clitec0
L--.-'
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Thursday, August 16, 2007
Page 1 of 2
�IVII�
ENGINEER
Reileh Engineering Corp.
(Consulting Engineer)
P.O. Box 22011
Hialeah, Florida 33002
Tel : 305-823-8008
Fax: 305-823-3300
July 24, 2007
Roche Roofing
7570 Northwest 14 Street
Miami, Florida 33126
Project:
ROOF TILE UPLIFT TEST REPORT
Residential Home
501 Northeast 96 Street
Miami Shores, Florida
Information provided by client:
Permit Number: RF -07 -765
Date Completion: July 05, 2007
Roofmg Contractor: Roche Roofing
Project Number: 07 -2131
(Testing Laboratory Certificate #07- 0501.15)
Dear Sirs;
In accordance with your request and authorization, a representative of Reileh Engineering
Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was
performe j. in general accordance with Roofmg Application Standard TAS No.107 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically
attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 40 feet above ground surface. The type of tile used for this project was reported to
be Monier Burnt Mission Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than
one (1) tile in ten (10) of all components in the field area and one (1) tile, in five (5) of all tiles in the
perimeter and comer areas were physically examined. A minimum 'of one (1) test per every two (2)
squares in the field, one (1) test per square in the perimeter area and V) in the comer areas were
conducted.
lat on €tf: he roof tale tithe above refer
►vc- nenta ned i otocpl A shed pica;
Reile1 Engineering Corporation appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
Reileh Engineering Corporation
210
hamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFT TEST
Residential Home
501 Northeast 96 Street
Miami, Florida
Reileh Engineering Corporation — Project Number - 07 -2131— Page 2 of 7
Report of
TILE UPLIFT TEST
for
Residential Home
501 Northeast 96 Street
Miami, Florida
Project Number: 07 -2131
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Reileh Engineering Corporation — Project Number - 07 -2131— Page 3 of 7
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Reileh Engineering Corporation — Project Number - 07 -2131— Page 4 of 7
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Reileh Engineering Corporation — Project Number - 07 -2131— Page 5 of 7
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Reileh Engineering Corporation -- Project Number - 07 -2131— Page 6 of 7
Reileh Engineering Corporation — Project Number - 07 -2131— Page 7 of 7
62'
•
72
75
78
71
79
16
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60
74
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57
67
61 62 66
65
82 81 55
B5 64
86
85 91
88
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100
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95
96
42
51
50
49
54
99
52
56
57
112 116 114
12
101
55'
07 -2I"
APPROX, roar t51- LOCA110N5 AMP 171M1510N5