RF-13-2268 i C 13 - 1 -361
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Inspection Worksheet
t
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-200646 Permit Number: RF-10-13-2268
Scheduled Inspection Date: October 22, 2014 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Final Roof
Owner: MOWERS,JEFFREY Work Classification: Tile
Job Address: 1175 NE 101 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132050190230
Project: <NONE>
Contractor: A&J ROOFING CORP Phone: (305)599-2782
Building Department Comments
NEW TILE ROOF Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
October 21,2014 For Inspections please call: (305)762-4949 Page 1 of 29
. r A ]P- 1, I`ll 13, C:.
.
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October 17, 2014
A & J Roofing
4337 E 11 Ave
Hialeah, FL 33013
RE: TILE UPLIFT TEST
PROJECT INFORMATION PROVIDED BY THE CLIENT:
1175 NE 101 St
Miami Shores, Florida
Folio #: 11-3205-019-0230
Permit#: RF 10-13-2268
Date inspected: October 16, 2014
Date completed by: October 10, 2014
Roofing Contractor: A & J Roofing Company
Carlab, Inc Project# 14-7985
Testing lab Certificate #: 09-0127.04
Dear Sirs,
In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof
Tile Uplift Test at the above referenced project. This testing was performed in general accordance with
Roofing Application Standard TAS No.106 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 estimated to be less than 3300 square feet, and the mean
height of the roof is estimated to be less than 20 feet above ground surface. The type of the used for
this project was reported to be Boral Vanguard Roll Roof Tile. This tile was reported to have been
foamed in place.
At the time of this testing at least one test for every 100 square feet of roof tile in the perimeter area
and one test for every 200 square feet of roof tile in the field area were performed. These results are
valid at the time of testing only, walking on the roof surface or any other type of disturbance may
loosen the tiles and alter the results of this test.
Based on our test results, we conclude that the installation of the roof tile at the above referenced
project meets the test requirement outlined in the above mentioned protocol. Attached please find a
copy of our test report for your review.
,��$ewos�oaa�rcie
Should fro° L! `?8,tions or if we may be of further assistance, please do not hesitate to contact the
under ' °°°•
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4ectt2a11 iptg�,
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Sergro�rr `Sa;
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8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 +FAX: 305.226.0438
TILE UPLIFT TEST
FOR
1175 NE 101 St
Miami Shores, Florida
Project#:14-7985
Test Test load Test Test Test load Test Test Test load Test
(lbs Status (Ibf) Status (lbo Status
1 35 Pass 37 35 Pass 73 35 Pass
2 35 Pass 38 35 Pass 74 35 Pass
3 35 Pass 39 35 Pass 75 35 Pass
4 35 Pass 40 35 Pass 76 35 Pass
5 35 Pass 41 35 Pass 77 35 Pass
6 35 Pass 42 35 Pass 78 35 Pass
7 35 Pass 43 35 Pass 79 35 Pass
8 35 Pass 44 35 Pass 80 35 Pass
9 35 Pass 45 35 Pass 81 35 Pass
10 35 Pass 46 35 Pass 82 35 Pass
11 35 Pass 47 35 Pass 83 35 Pass
12 35 Pass 48 35 Pass 84 35 Pass
13 35 Pass 49 35 Pass 85 35 Pass
14 35 Pass 50 35 Pass 86 35 Pass
15 35 Pass 51 35 Pass 87 35 Pass
16 35 Pass 52 35 Pass 88 35 Pass
17 35 Pass 53 35 Pass 89 35 Pass
18 35 Pass 54 35 Pass 90 35 Pass
19 35 Pass 55 35 Pass 91 35 Pass
20 35 Pass 56 35 Pass 92 35 Pass
21 —33 5 Pass 57 35 Pass 93 35 Pass
22 35 Pass 58 35 Pass 94 35 Pass
23 35 Pass 59 35 Pass 95 35 Pass
24 35 Pass 60 35 Pass 96 35 Pass
25 35 Pass 61 35 Pass 97 35 Pass
26 35 Pass 62 35 Pass 98 35 Pass
27 35 Pass 63 35 Pass 99 35 Pass
28 35 Pass 64 35 Pass 100 35 Pass
29 35 Pass 65 35 Pass 101 35 Pass
30 35 Pass 66 35 Pass 102 35 Pass
31 35 Pass 67 35 Pass 103 35 Pass
32 35 Pass 68 35 Pass 104 35 Pass
33 35 Pass 69 35 Pass 105 35 Pass
34 35 Pass 70 35 Pass 106 35 Pass
35 35 Pass 71 35Pass 107 35 Pass
36 35 Pass 72 35 Pass 108 35 Pass
8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438
Test Test load Test Test Test load Test Test Test load Test
(Ib f) Status (lbo Status (Ib f) Status
109 35 Pass 154 35 Pass
110 35 Pass 155 35 Pass
111 35 Pass 156 35 Pass
112 35 Pass 157 35 Pass
113 35 Pass 158 35 Pass
114 35 Pass 159 35 Pass
115 35 Pass 160 35 Pass
116 35 Pass 161 35 Pass
117 35 Pass 162 35 Pass
118 35 Pass 163 35 Pass
119 35 Pass 164 35 Pass
120 35 Pass 165 35 Pass
121 35 Pass 166 35 Pass
122 35 Pass 167 35 Pass
123 35 Pass 168 35 Pass
124 35 Pass 169 35 Pass
125 35 Pass 170 35 Pass
126 35 Pass 171 35 Pass
127 35 Pass 172 35 Pass
128 35 Pass 173 35 Pass
129 35 Pass 174 35 Pass
130 35 Pass 175 35 Pass
131 35 Pass 176 35 Pass
132 35 Pass 177 35 Pass
133 35 Pass 178 35 Pass
134 35 Pass 179 35 Pass
135 35 Pass 180 35 Pass
136 35 Pass 181 35 Pass
137 35 Pass 182 35 Pass
138 35 Pass 183 35 Pass
139 35 Pass 184 35 Pass
140 35 Pass 185 35 Pass
141 35 Pass 186 35 Pass
142 35 Pass 187 35 Pass
143 35 Pass 188 35 Pass
144 35 Pass 189 35 Pass
145 35 Pass
146 35 Pass
147 35 Pass
148 35 Pass
149 35 Pass
150 35 Pass
1.51 35 Pass
152 35 Pass
153 35 Pass
8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438
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APPR❑X R❑❑E TEST L❑CATI❑NS AND DIMENSI❑NS
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Miami Shores Village - 1
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 P�Y: _
Tel: (305)793.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
FBC 20
BUILDING Permit No. AF 13 :�&T
PERMIT APPLICATION Master Permit No.8 a 13 _'3116I
Permit Type: BUILDING ROOFING
JOB ADDRESS: 1175 NE 101 ST
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: 11-3205-019-0230
Is the Building Historically Designated: Yes NO X Flood Zone:
OWNER:Name(Fee Simple Titleholder):JEFFREY& KATHERINE MOWERS Phone#:
Address: 1175 NE 101 ST
City: MIAMI SHORES State: FL Zip: 33138
Tenant/Lessee Name: Nip` Phone#:
Email:
CONTRACTOR:Company Name: A&J ROOFING CORP Phone#: 305-599-2782
Address: 4337 E 11 AVENUE
City: HIALEAH State: FL Zip: 33013
Qualifier Name: MIGUEL GUERRERO Phone#: 305-599-2782
State Certification or Registration#: CCC 1328038 Certificate of Competency#:
Contact Phone#: 305-599-2782 Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit:$19,140.00 Square/Linear Footage of Work: 3300'
Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition
Description of Work: NEW TILE ROOF
Color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
Bonding Company's Name(if applicable) N/A
Bonding Company's Address
City State Zip
I
Mortgage Lender's Name(if applicable) N/A
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 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 absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
SignatureSignature
O ner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 19
day of ,20_,by day of SEPT 20_,by MIGUEL GUERRERO
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print: &-,"oel u-
My Commi i i e : My Commission Expires:
APO^� Notary Public State of Florida
Rona Solis X30;'•• ARACELYS K HEMAMU
y � My Commission EE147677 MY COMMISSION#EE 192500
PIKES:Apt�il 2016
********* ***A *** * ***** * * *************************************** i51'tN�1►dUntls�wnlers
APPROVED BY L �� Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
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Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steen Sloped Roof System)
Roof System Manufacturer: U 4z
�a�C
Notice of Acceptance Number: �02 -z9940 jI' O r
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
PI: P2•.' V P2.
Maximum Design Pressure
From the NOA Specific System),—
Method
stemMethod of the attachment:
Steep Sloped Roof System Description
Deck Type:
Undediiyment: _
Roof Slope: a,.57—/n *.�0
nsulatlon:
12
Ire B r:
Ridge Ventilation? astenerType&Spacing:
dhesive Type •�5 �'DJJ.�
ype Cap Sheet:
oot Covering:
Mean Roof Haig 1
Type&Size Drip
dge: 3 ��
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based file systems,choose either Method 1 or L Compared the values
for Mrwlth the values hom M,.If the Mr vdaes are Fester than or egad to the Mr
values,for each area of the roof,then the file attachment method In acceptable.
Meth 1" o t Based'I�l Cak dons Per RA3127"
(pt; z Mt: ' `� (y;, • 102 9 NOA At '15' S
}° -M �_ �,D NOA N* S
(P,: z 7L .. NOA 11thMr,
Method 2"Simplified Tile Cakuladon Per Table Below"
Required Moment of Resistance(Mr)From Table Below NOA A*
Mr Required Moment Resistance`
me= 1tw
rmotslop. 1s I m' zs' ao' Io'
3:12 312 34A 34A
5:12 21A 34A
6:112 29A f F.T_ 29A 31YJ 32A
7-12 so 30A
'Mut be need in conjunction with a fiat of moment based the systema endorsed by the
Broward County Board of Rales and Appeals.
For Uplift based the systems no Method 3.Compared the values for F'with the
values for F,.If the F'values are greater than or equal to the Fr values,for each
arm-of the roof,then the file attacbment mtthod Is acceptable.
Method 3"UpU t Based Tile Cdcaladons Per RAS 127"
(Pl:_:L•_ _: w:-_)-W:_z cos 9:_= Frs:_ NOA F'
(Ys:_zl:_ _z w:-_.,J-W:_zcosB:_- Fa:_ NOA F'
(Ps:_zk_-_z w:-___J-W:^zcds9:_- Fre:_ NOAF'
Where to Obtain Information
Description symbol Where to find
Owsm roaao P1orNorM RAS I orbgancoghwaft wAbAs propamd by ae
7
Man RAaHd&V H to
Roof B Job Me
NOA
Moment b(lca N A
NOA
Momoo<
x"hu a P' NOA
Regaimd F.
A W NOA
lie DIMMUSION I-keg& NOA
w-wWm
aloaistiaosmot b et ae.
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System Required Sections of the Attachments Required
Permit Application Form See List Below
Low Slope Application A,B,C 1,2,3,4.5,6,7
Prescriptive BUR-RAS 150 A,B,C 4,5,6.7
Asphaltic Shingles A,B,D 1,2,4,5,6,7
A.B.DX 1.2.3.4.5,6,7
Metal Roofs A,B,D 1,2,3,4,5,6,7
Wood Shingles and A,B,D 1,2,4.5,6.7
Shakes
Other As Applicable 1,2,3.4,5,6,7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or
RAS 128
4. Other Component Notice of Acceptances
S. Municipal Permit Application
6. Owners Notification for Roofing Considerations Re-WooNr1 On
7.1 Any Required Roof Testing/Calculation Documentation
Owners NWficuion Form HVHZ I010
SECTION tsu
HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. 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 tfie Florida BrdMng Coate,Buddddnggovern the minimum requirements and standards of the
industry for roofing system installations. Additionally,the following items should be addressed as pan of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
E51 Aesthetica-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
perfornhance standards. Aesthetics(appearance)are not a consideration with mg=t to workmanship provisions.
Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed
as pan of the agreement between the owner and the contractor.
0Renatiing wood decks: When replacing roofing.the existing wood roof deck may have to be
rePled 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).
E7�A- ommon 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.
fj�Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be
viewed€rom below. The owner may wish to maintain the architectural appearance;therefore,roofing nail
penctrations of the underside of the decking may not be acceptable.The owner provides the option of
maintaining this appearance.
.
Ponding water. The current roof system and/or deck of the building may not drain well and may
se
cauwa to ported(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 unfit the original
roofing system is removed Ponding conditions should be corrected.
M.6Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not
from a build up of water. Perimetediedge walls or other roof extensions may block this discharge if
overflow scuppers(wall outlets)arc not provided. It may be necessary to install overflow scuppers in accordance
,wkthe requirements of. Chapter 15 and 16 herein and the Fl arlde BuUd&9 Code, Plumb ft.
T.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. Exception: Attic spaces,designed by a Florida-licensed engineer or registered architect to eliminate
the attic venting,venting shall not be required.
OwnerWAgenrs Signature Date: ! /
Contractor's Signature: Permit Number:
Property Address: 5
T '
MIAMP
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/aera
",! §`!'�vt'.e�C=ter
Drive,Suite 100
Irvine,CA. 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section
(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. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section 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 Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
ITo : Vanguard Roll 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 renews NOA# 12-0308.06 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY NOA Nl ,
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in
Pompano Beach,FL.,and described 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 the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Vanguard Roll Concrete L= 16-'/2" TAS 112 Low profile, interlocking,high pressure extruded
Roof Tile W= 13" concrete roof tile equipped with one nail hole and
'/z"thick double roll ribs. For direct deck or battened nail-on,
mortar or adhesive set applications.
Trim Pieces 1=varies TAS 112 Accessory trim, concrete roof pieces for use at hips,
w=varies rakes,ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2. 1 PRODUCT DESCRIPTION
1. Pompano Beach,FL.
2.2 SUBMITTED EVIDENCE:
Test Agency 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
Engineering, Inc. PA 101 (Mortar Set)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108 (Mortar Set)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108 (Nail-On)
NOA No.: 12-0904.06
MLAMI-D we COUNTY Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2 of 6
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier Test Name/Report Date
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-76❑ PA 100
The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995
Engineering, Inc. PA 102
(2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995
Engineering, Inc. PA 102
(2 Quik-Drive Screws,Battens)
The Center for Applied 25-7214-2 Static Uplift Testing March, 1995
Engineering, Inc. 25-7214-6 PA 102
(1 Quik-Drive Screw,Direct Deck)
(1 Quik-Drive Screw,Battens)
Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998
Testing Services 520109-2 PA 101 Dec. 1998
Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007
Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007
Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999
Nutting Engineering TAS-112 13343.1 June 2007
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
TAS 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.
NOA No.: 12-0904.06
MIAMFDADECouNfTY Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 3 of 6
4. INSTALLATION
4.1 Vanguard Roll 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-1 (ft) Width-w(ft)
Vanguard Roll Roof Tile 9.2 1.38 1.08
Table 2: Aerodynamic Multipliers -X (ft)
Tile X (ft ) (ft')
Profile Batten Application Direct Deck Application
Vanguard Roll Roof Tile 0.266 '"b
Table 3: Restoring Moments due to Gravity -M9 (ft-Ibf)
Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" or
Profile greater
Vanguard Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Roll Roof Deck Deck Deck Deck Deck Deck
Tile 5.30 6.03 5.24 ,. 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Vanguard Roll 2-10d Ring Shank Nails 27.8 37.4 28.8
Roof Tile 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 48 Screw 25.8 25.8 22.9
2 48 Screws 47.1 47.1 49.1
1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2
Field Clip)
1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1
Eave Clip)
2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8
Field Clip)
2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2
Eave Clip)
NOA No.: 12-0904.06
MIAMMAD6 COUNTY Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Vanguard Roll Roof Tile Adhesive 26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3 M 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Vanguard Roll Roof Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86.61
3M 2-Component Foam Roof Tile Adhesive AH-160A, r
3 Large paddy placement of 54 rams of 3M 2-Component Foam Roof Tile Adhesive AH-160.
4 ent of 24 rams of 3M 2-Component Foam Roof Tile Adhesive AH-16
ra:.
Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Vanguard Roll Roof Tile Mortar Set 20.60
5 Tile-Tite Roof Tile Mortar.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami-Dade County Product Control Approved".
I
VANGUARD ROLL
BORAL ROOFING LLC VANGUARD ROLL ROOF TILE(POMPANO BEACH,FL.)
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 12-0904.06
MAMMADE COUNTY
... � Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 5 of 6
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
11"
16-1/2"
13"
VANGUARD ROLL ROOF TILE(POMPANO BEACH,FL.)
END OF THIS ACCEPTANCE
CM1AM10DADMEC0=UNTY
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
MIAMM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/sera
3
3 'ter Building 0220-05-E-06
St.Paul,MN.55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section 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
Section (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. PERA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
l 'IaN
3M7742-Component Foam Roof Tile Adhesive AH-160
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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.:%4239,18 40
MAMbDADE COUNTY Expiration Date: 05/10/17
�Fg... , Approval Date: 05/10/12
Page I of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2-Component Foam Roof Tile Adhesive 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
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF 1000 N/A Dispensing Equipment
ProPack®30& 100 N/A Dispensing 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 2-Component Foam Roof Tile Adhesive AH-160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Property Test Results
Density ASTM D 1622 1.6 lbs./ft.'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./FtZ
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks
+6.0%Volume Change @158°F., 100%Humidity, 2
weeks
Closed Cell Content ASTM D 2856 86%
NOA No.: 12-0228.18
CMtAMaoeeouNrr Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, &high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of'MTM 2-Component Foam Roof Tile Adhesive 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 HANDI-STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F W
2
Fl—
MS
NOA No.: 12-0228.18
MAWDADECOUNTY Expiration Date: 05/10/17
�FJ...O Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-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.
3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 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.
6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or
ProPack®30& 100 dispensing equipment only.
7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH-160 has been dispensed.
9. 3MTM 2-Component Foam Roof Tile Adhesive 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 Placement Detail Single Paddy Weight Two Paddy Weight per
Min.(grams) paddy Min.(grams)
Flat,Low, High Profiles #1 35 N/A
High Profile(2 Piece Barrel) #1 17/side on cap and 34/ an N/A
Flat,Low, High Profiles 1 #2 24 N/A
Flat,Low, High Profiles #3 8
NOA No.: 12-0228.18
MAMbDADE COUNTY Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 4of7
A I
LABELING:
All 3MTM 2-Component Foam Roof Tile Adhesive 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.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nail through plastic cement Paddy(Beneath Tile) Nail through plastic cement
Paddy(Beneath Tile)
UnderlaymentUndedayment
1 1
70n _-
° 10 in.
in ,
Eave Course
Fascia Eave Course Fascia
Weephcie
Eave course only: Eave course only: Eave closure
Eave Closure Keep adhesive approx. Keep adhesive approx. Drip edge
4 in.up from weepholes 41n.up from weepholes
Nall through plastic cement Pad Beneath Tile Optional 2x4's for
( ) 1)Place enough adhesive to achieve 17 to 23
Underlayment
square inches In contact with the pan Ole steep pitch applications Nall through plastic cement
2)Turn covers upside down.Place adhesive 112 in.
To 1 In.From outside edge of cover Ole.
Then install the Ole. o
Underlayment
10 In. I o
2 In. j °
Eave Course
Eave Closure
Remov
Eave course only: lop portion Sheathing
Keep adhesive approx.4 in,up Fascia of the save
from weepholes course cover Ole.
Abut to second course of Optional
pan tiles.Ensure save end of Pointup Mortar
pan and cover tiles are on longitudinal
flush at save line. edges of file
Eave closure Weephole Fascia Bo r
(mortar shown)
NOA No.: 12-0228.18
MIAMI•DADECOUNTY Expiration Date: 05/10/17
FAJ••e 11 Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nail through plastic cement Paddy(Beneath Tile) Nail through plastic cement
Paddy(Beneath Tile)
Underiayment ° � Underiayment
1
a
7In. i�2in.
Eave Course
Fascia Fascia
% weephole
Eave Course Eave closure
Eave Closure Drip edge
Nail through plastic cement Paddy(Beneath Tile)
Underlayment
T in. i In.
Eave Closure
Eave Course Fascia
NOA No.: 12-0228.18
MIAMI•DADE COUNTY Expiration Date: 05/10/17
�Fj..., , Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement Paddy Nall through plastic cement Single paddy under tile
(between tile) Underlayment 9 paddy Single ad between tile
°
Paddy 2 In.x 7 In,medium
(under tile) size paddy save
course only
Q Single paddy
in. under the } in.x 3 in.
Single n.
4io'/ 2 in.
Single paddy on 2 In. ad on
under. P
layment ° under-
layment
Single paddy Fascia
Eave course on top of tile Weephole
Single paddy 2 In.X 7 in.medium Course Eave closure
on top of tile size paddy eave Dripe
Fascia course only edge
Nail through plastic cement Single paddy
under tile Single paddy
between the
1•P 3 in.x 3 in. 4 In.
Single paddy `
on underlayment 21
Single paddy Eave Closure
on top of the
2 in.x 7 in.medium
Eave Coursesae paddy save course only
Fascia
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
MtAMI•DADECOUNTY Expiration Date:05/10/17
Approval Date: 05/10/12
Page 7 of 7
MiAMa MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOT C. _ F EPTANCE OA www.miamidade.eov/economy
't C;,
7575 Irvine Center Drive, Suite 100
Irvine,CA.92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
li This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(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. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section 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 Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
��; GR�P'i'IO�i�:BbI�AL TifeStat ` '1
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 revises NOA#12-0417.06 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA
No� u,"
MwMDE cNUTY ,
Expiration Date:
07/31/17
Approval Date: 01/10/13
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a
36"x 72' rolls white glass re-enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
MANUFACTURING LOCATION:
1. Brentwood,NH
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02
IRT-Arcon, Inc. 02-012 TAS 103 02/28/02
PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02
PRI Asphalt Technologies, Inc. NEI-008-02-01 TAS 114(H) 07/30/02
PRI Construction Materials NEI-045-02-01 ASTM D 4798 &ASTM G 155 08/08/07
Technologies, LLC.
NEI-053-02-01 ASTM D 4798 &ASTM G 155 05/01/08
NEI-076-02-01 TAS 103 /ASTM D4798 02/14/11
NOA No.: 12-1219.01
MIAMMDADE COUNTY
Expiration Date: 07/31/17
Approval Date: 01/10/13
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood,non-insulated
Deck Description: "/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck,membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c.the field of the roll.
Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum
6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to
obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical
strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic.
Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile,
Metal Roofing, Wood Shake&Shingles,and Asphaltic Shingle assemblies.
NOA No.: 12-1219.01
MIAMMADECOUNTY Expiration Date: 07/31/17
Approval Date: 01/10/13
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami-Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products,wind uplift resistance, and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment, and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product
Control Seal as shown below
MIAMI•DADE COUNTY
�Fj...v
END OF THIS ACCEPTANCE
MIAMFDADE COUNTY NOA No.: 12-1219.01
.� Expiration Date: 07/31/17
F-1199Approval Date: 01/10/13
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