RF-18-3650Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
issue Date:-12/11/2018
Parcel Number
501 NE 106TH ST, Miami Shores, FL 33138 1122310140090
Contacts
Permit NO.: RF-12-18-3650
Permit Type: Roof
Work Classification: Tile
Permit status: Approved
Expiration: 06/10/2019
JAMES FIELDS Owner
501 NE 106 ST, MIAMI SHORES, FL 331382045
OBENOUR ROOFING SHEET METAL & Contractor
SUPPLY CO. INC
JAMES OBENOUR
9822 NE 2, MIAMI SHORES, FL 33138
Business: 3057572612 OBENOURROOFING@AOL.COM
Description: RE -ROOF INSTALL BARCELONA 900 SPANISH RED Valuation: $ 49,000.00 Inspection Requests:
TILE OVER ENIRE ROOF DECK 305-762-4949
Total Scl Feet: 2,200.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$29.40
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$9.80
Roofing Fee
$250.00
Scanning Fee
$9.00
Technology Fee
$7.50
Total:
$363.20
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$363.20
Credit Card
12/11/2018 $363.20
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I cfMfy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regula>V construction argd joning. Fythermore, I authorize the above named contractor to do the work stated.
Signature: Owner / / Applicant / Contractor / Agent
Date
December 11, 2018 Page 2 of 2
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING 1 ASBESTOS I ROOF TESTING 1 INSPECTION SERVICES 1 DRILLING SERVICES
"" c DYNATECH ENGINEERING CORP,
WWW.DYNATECHENGINEERING.COM
TESTING APPLICATION STANDARD (TAS) No.106
STANDARD PROCEDURE FOR FIELD VERIFICATION OF THE BONDING OF
MORTAR OR ADHESIVE SET TILE SYSTEMS AND MECHANICALLY ATTACHED,
RIGID, DISCONTINOUS ROOF SYSTEM
MIAMI, April 30, 2019
PERMIT No. RF-12-18-3650
CLIENT: Jim Obenour: OBENOUR ROOFING: 9822 NE 2nd Avenue, #9, Miami Shores, FL 33138
PROPERTY ADDRESS: 501 NE 106TH STREET MIAMI SHORES, FL 33138.
TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set. Inspected By: JM
Testing Equipment: Humboldt Scale Model H-4620
The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since
roof condition are continuously changing due to the exposure to the element and roof top traffic. Client recognizes that actual conditions in areas
not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost
of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas
not tested by
DEC.
Test No.Test Location Field Uplift Pull Test Test Result
1 - 49 Field See Sketch Below > Than 35 LBS Passed
50 - 63 Corner See Sketch Below > Than 35 LBS Passed
64 - 94 Perimeter See Sketch Below > Than 35 LBS Passed
95 - 117 Ridge caps See Sketch Below > Than 35 LBS Passed
118 - 126 Hip caps See Sketch Below > Than 35 LBS Passed
ROOF TILE UPLIFT CAPACITY IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017, 6TH EDITION TAS-106.
ROOFSKETCH
14'
57 _93 4 - 4'
21' 3' 11 - =1 eN
56 89 90 91 92 24 25 2 12
-
i- - - - - - - - - - 1 50 .}}1 68 60
88 2 , 39 - 6
12' J 21 22 23 67 61
87 6 4 8 40 35 �
1 95110 10, �FLAT 66 i 11 45
5 86 51 1Q 17 18 19 2� :41
7, 3 '69
i
1 c L3 14 15 16 65i 11 44 20
84' 10 2 c"7 8 29 0 :37
' ,42 � 70
19' 61 4 31 32 33 34 64, 11 43 '-
63 . 3816211,
S3' S2 r 79- - 78 77 76 75 49 50
71 80 18' 1 401 '
i 1 b 4' 10, 74: 48 171 12
54 8" 8 53 47
12' 52 73 72 1
14' ,;iFlfl/(1
t Spa-t�� �2
------------------------------- -
Wlssa aamani, P.E. d ;
DYNATECH ENGINEERING CORP. '
Florida Reg. No. 39584
Special Inspector No. 757 :,�C.:,r'• ,ter-,P,t�, �.k;,.` "' �'`'
�!9pl;eil9'i �l�L
750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFO®DYNATECHENGINEERING.COM
EC
r/
Page 1 of 1
Spanish Red
1 HBCS7086 NEW
In Stock in Lake Wales and Pompano
Copper
1 HBCS7087 NEW
In Stock in Lake Wales and Pompano
Miami Shores Village
Building Department RECEIVED
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC 112018
Tel: (305) 795-2204 Fax: (305) 756-8972 (JC L Q � —{
dri
INSPECTION LINE PHONE NUMBER: (305) 762-4949 1 1 '� 1
BUILDING
PE IT APPLICATION
BUILDING ❑ ELECTRIC ROOFING
FBC 201-4
Master Permit No.
Sub Permit No
❑ REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
i �) CONTRACTOR DRAWINGS
JOB ADDRESS: 501 1� E
City: MiamiShoresCounty: Miami Dade Zip:
Folio/Parcel#: ) � Z L 3) —01 4105 U Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: _ FFE:
OWNER: Name (Fee Simple Titleholder): Fi I° IPhonP#i-
Address: 5 0 l U IF 1 Q.01 �T(
City: WCAVIAL SV1VY-IfS State:
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name:
Address:
City:( ' I
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Address:
Value of Work for EMS Permit: $ 'b U O Square/Linear
Type of Work: ❑ Addition ❑ -Alteration n New
�'
Specify color of color thru tile:.
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF
DBPR $
_Zip: 33 J 9
ne#: 3o; 247 2— tZ,
j'��S�tat�e:y�i Zip: 3313�
1 V r 1 x arPhone#:
of Competency #:
City: State: Zip:
of Work:
I
L"(2--,
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ J tY 3
xcv 'S • 2 v
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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. 112
Signature Signature
.OWNER or=AGENT— CONTRACTOR
The foregoing instrument was acknowledged before me this
-- i► day of /oV , 20 I� by
A(e (A S who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Print
Seal:
as
The fo"oing instruments was ac nowledged before me this
7 day of I v 20 r� by
<1A VY7 (f5 10 e &)() -&ho is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUB IC:
Sign:
Print:
Seal:,+�;',;,.:
******************************
Plans Examiner
CATHERINE A. DUFFI
Notary Publi, - State of Florida
Commission # GG 104296
MY Comm. Expires May 14, 2021
***************
Zoning
(Revised02/24/2014)
Structural Review
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 2' D t
10050 NE 2nd Ave
Miami Shores, FI 33138 ,
Re: Owner's Name: _ C) GL r {' I cJ Ct S
Property Address: 01�
Roofing Permit Number:
Dear Building ^nOfficial: -.
I �Lafty, certify that I am not required to retrofit the roof to wall connections of my
building because:
tThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000,00. Please attach proof of ad
a rem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Sign re Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this i Q day of
iN'+ i;''•., CATHERINE A. Dl1FFIN
Notary Public, Sate of Florida at Large
`= NotaryPubllc-5tateofFlorida
Comrnission d GG 104296
'�, 4 FN"• My Comm. Expires May 14, 2021
%' Na, drd through National Notar Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
12/10/2018 Property Search Application - Miami -Dade County
.,
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Generated On : 12/10/2018
Property Information
Folio:
11-2231-014-0090
501 NE 106 ST
Property Address:
Miami Shores, FL 33138-2045
Owner
JAMES FIELDS
501 NE 106 ST
Mailing Address
MIAMI SHORES, FL 33138-2045
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
0101 RESIDENTIAL - SINGLE
Primary Land Use
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
2
Living Units
1
Actual Area
1,916 Sq.Ft
Living Area
1,669 Sq.Ft
Adjusted Area
1,711 Sq.Ft
Lot Size
9,150 Sq.Ft
Year Built
1935
Assessment Information
Year
2018
2017
2016
Land Value
$185,165
$205,739
$172,556
Building Value
$107,177
$107,177
$107,177
XF Value
$0
$0
$0
Market Value
$292,342
$312,916
$279,733
Assessed Value
$110,604
$108,330
$106,102
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Assessment
$181,738
$204,586
$173,631
Cap
Reduction
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Note: Not all benefits are
Board, City, Regional).
Exemption
applicable to all Taxable
! $25,000
Values
$25,000
(i.e. County,
$25,000
School
Short Legal Description
AMD PL MIAMI SHORES SEC 5
PB 10-47
LOT 13 & W1/2 LOT 14 BLK 109
LOT SIZE 75.000 X 122
OR 13392-1851 0887 1
Taxable Value Information
2018
2017
2016
County
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $60,604
$58,330
$56,102
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value $85,6041 $83,330 $81,102
City _ _
Exemption Value $50,000 $50,000 $50,000
Taxable Value $60,604 $58,330, $56,1021
Regional
Exemption Value $50,000 $50,000 $50,000
Taxable Value
$60,604
$58,330
_ $56,102
Sales Information
Previous Sale Price OR Book -Page Qualification Description
08/01/1987 ' $110,591 13392-1851 1 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
�� may` • •
SECTION 1524 """ •"' • •
• ......
HIGH VELOCITY HURRICANE ZONES —REQUIRED OWNERS NOTIFICgiujN FORROQFING
CONSIDERATIONS """ .... . .....
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor'torrovide the owner with
the required roofing permit, and to explain to the owner the content of the section. The p�ovi lions of Section R44Q? •�: •
govern the minimum requirements and standards of the industry for roofing system installaLons. AtVftft rAy, the,
following items should be addressed as part of the agreement between the owner anPtWelcobtractor.•Zhe owner's"":
initial in the designated space indicates that the item has been explained. '
r
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
-6e ye accordance with the current provisions of Section R4403. (The roof deck is usually
t conce7led prior to removing the existing roof system).
Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
an be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
4
Ilk,
6. - "
_Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
of overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may e necessary to install overflow
scuppers in accordance with the requirements of Sections R4402,403 and R4413.
Al
-Owner/Agent's Signature Date
✓"
B l V
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
re
01
Date
.�
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE •••' .••. •
...... . .. ...
COMPLETE THE NECESSARY SECTIONS' :0P :..
THE UNIFORM ROOFING PERMIT. :... % • • �
APPLICATION FORM AND ATTACH :LNE 0 *••
REQUIRED DOCUMENTS AS NOTED BELOW:' :...... '•'
.
.. . .. .
Roof System
Required Sections of the
Permit Application Form
Attachments Requirdd '
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR4ZAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3A.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
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
5.
Municipal Permit Application
6.,
Owners Notification for Roofing Considerations Re-Roofint On
7.1
Any Required Roof Testing/Calculation Documentation
A Pronmintive BUR4F
KUU1- [Tilt: Type: NaturaiLl LF
3 Now Roof 13 Re -Roofing 0 Recovering 13 Repair 13 Maints
RnnF SVSTP-M INFORMATION
MR penny And I my, I M100" MIUK0 VLL
fa Section ts lKooT rianj
Sketch Roof Plan: Illustrate all levels and sections, roof drains, act
01 scuppers and" overflow drains. Include dimensions of sections an,
A. IdantKu ellmimmainna of elevated measure zman and location of naraim
U
t
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System) , ; • • • •
i Roof System Manufacturer: �`�j'1 �� ,� - r """74
•
....
Notice of Acceptance Number: A'- C SI' %, l f ......
•
Minimum Design Wind Pressures, if Applicable (From RAS 1%7 or.Calc4atioins):
P1: i 132:P3: '..'.'
Maximum Design Pressure
From the NOA Specific System):— ? 17
Method of the attachment: G
Steep Sloped Roof System Description
Deck Type:
ype Un yment:
Roof Slope:
_: 12
Ridge Ventilation?
Mean Roof Height: /1-
1✓,1./4-
Type & Spacing:
Cap
L
Covering: I
Type & Sl
\Edae: r
* l J fr I*-".•( "XI
e �`A � 611—
�/ 'r
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
......
Section E (Tile Calculations) . •. see*:
.
...... . .. .....
For Moment based the systems, choose either Method 1 or 2. Compared the falues
for Mrwkh the values from Alf. Uthe Mt values are greater than or equal tethe Mr
values, for each area of the roof, then the the attachment method k acceptable• : .....
...... . . .....
Method 1 "Moment Based Tile Calculations Per RAS 12940 • • • • • • • •
.6
(Pt: S 9, � 17L � .��E'� s r %�' — Mg: Tyr' _ KI Al1 � NOA 3VI� • •
M:"" z]� •'lUl a Mg: Tar = NOA1V1t .....
......
r rNOA M(P3:1U. z—Mg: .'- •
.....
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below NOA B
Mr Required Moment Resistance*
HeightMOM Roof —
Roof Slope
15'
20'
25'
30'
40'
2:12
UA
36.5
3IL2
39.7
42.2
2
32.2
34A
36.0
37A
39.
AL12
30A
32.2
33.6
35.1
37.3
&-12
28A
30.
3.8
32.6
To
6.
26A
A
30.5
:12
25.9
27.1
252
*Must be used in conjunction with a list of moment based file systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for Fr If the F' values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt: zl:_=`z w:=__J—W:_zcosO:_= Fr,: NOAF',
(Pz:_zl: _z w:-_,)—W: zcosO:_= Fr2: NOA F;
(p3 : z l: = I w: = _) — W : _ z cds O: — = Fr3: NOA F'.
Where to Obtain Information
Symbol
Where to find
-DescrIpUon
Design Pressure
PI orP2 or P3
RAS 127 Table i or by an cagweft analysis pcelm ed by PE based on ASCE
7
Mcan Roof HeW
H
Job Site
Roof Slope
9
Job Site
NOA
Ramming Manent due tD GMVItY
ma
NOA
Attachment Resistance
Mr
NOA
ReTdred Moment Resistauce
K
Calculated
Minimum Attachment Resistance
F
NOA
Required Uplift Resistance
Fr
Calculated
Average Tile W'
NOA
Tile Dimensions
1= largth
w= width
I NOA
All caktiladow mast be submitted to the Bualding Official atthe time of peuvait applicaflon.
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System) , ; • • • •
..
.. .. .
Roof System Manufacturer:^��c��f.���/l-�
Notice of Acceptance Number: ()5�0.9, !'i • • • • • ; ; ... ;,
Minimum Design Wind Pnmures, If Applicable (From RAS 117 or balcuJations):
P1• t P2: %` P3: i .••.•.
Maximum Design Pressure .7
From the NOA Specific S ste/�m): �' N
Method of tile attachment: / "� 6 -v1
3teep Sloped Roof System Description
Deck Type:
Undedayment:
Roof Slope:
12
Ridge Ventilation?
�01A -
Mean Roof Height:
4)1
/kT,u le- 112; (,
r:
or Type & Spacing: 11 7ov' 797 r11,e-r/a- - 7
Type r l iQ,05- r
Cap sneer:
oaf Covering:
Type & Size Drip %J��
dge:
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations) : . •. • • • •;
...... . .. .....
For Moment based the s ystems, choose either Method 1 or 2. Compared *^tapes .
for Mrwith the values from Mt. If the Mt values are greater than or equal to tits Mr :' • •'
values, for each area of the roof, then the the attachment method is accep&blo.. •' • • .....
Method 1 "Moment Based Tile Calculations Per RAS 11'o • • : •' .....
(Pt: Ile, C I A t% �W a: i:�',.i — Mg: ' , aes = r4t _ NOA .;". 7 . . •
-c,-r—
i na /I �� NOA , .....
(P3: 77 )— Mg: :Ar ✓ NOA
Method 2 "Simplified Tile Calculation Per Table Below" • • •
Required Moment of Resistance (1Q From Table Below NOA Mr
Mr Required Moment Resistance
Men Roof HeWht
Roof Slope
15'
20'
2F
30'
40'
2:12
UA
36.5
3.112
32.2
34A
36.0
3 .
2
35.1
37.3
& 12
28A
30.1
1 3
32.8
3U
28A
7*12
UA
2.9
27.
28 2
A
'Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for F,. If the F' values are greater than or equal to the F,. values, for each
area of the roof., then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pr:_=l: `z w:--a—W:_zcosO:_= Fri: NOAF',
(Pi : _:1: _ i w: = _) — W: z cos 9: _ = Fr2: NOA F'
w:=_a—W:_zcds9:_= Fri: NOA F'.
Where to Obtain Information
Symbol
Where to find
-Deswiption
Design Pressure
Pl or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
NOA
Reatcring Momelit due to Gravity
NOA
AttacLment Resistance
Mr
NOA
RegWred Moment Reese
Mr
Calculated
Minimum Attachment Rye
F
NOA
Requhyd Uplift Resistance
Fr
Calculated
LTTilew '
NOA
Dimensions
I 1= length
w- wkbh
NOA
All calculations must be submitted to the Building Official at the time OfPertuit APPlialtiM
MIAMI•DADE r:..
M
MIAMI-DADE COUNTY
PRODUCT C09'I;ROLSECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
: 14906 SW 2.6 Street, Room•AV •
BOARD AND CODE ADMINISTRATION DIVISION
• • 1Aiami, Vocida 33175-2474• •
T (1tjd 15-2596 F (W) 315-IAA * • .
NOTICE OF ACCEPTANCE (NOA)
•; www.cniam►aaae.Qov/econ�rW• •
-Boral Roofing, LLC
000
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 afatw izls. 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.
DESCRIPTION: Barcelona 900 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 revises NOA No.16-0711.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino 12
NOA No.: 18-0509:15
Expiration Date:,04126/22
Approval Date: 06/28/18
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category Roofing
•
Sub -Category: Roofing Tiles
Material: Concrete
•
...... . .. ......
1. SCOPE
•••• • •
......
.... . .....
This approves a roofing system using Barcelona 900 Concrete
Roof Tile, as manufaowsad Borg) Roofing LLG.. •
in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requtrementsr as*:
determined by applicable Building Code, do not exceed the design pressure values;81 00ed by calculations in • •
compliance with RAS 127 using the values listed in the installation section herein. *Fhe atiachmetU cliculati8fig
shall be done as a moment based system.
' ....
•
2. PRODUCT DESCRIPTION
Manufactured by Test
Product
Applicant Dimensions Specifications
Description
Barcelona 900 Length = 17" TAS 112
High profile, interlocking, one-piece, 'S' shaped,
Width = 13" Type — la
high-pressure extruded concrete roof tile
`/2" thick
equipped with three nail holes. For direct deck
or battened nail -on, mechanically fastened,
mortar set or adhesive set applications.
Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete
Width: varies roof pieces for use at hips, rakes, ridges and
varying thickness valley terminations manufactured for each tile
profile.
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polyset® AH-160
TILE BOND' Roof Tile Adhesive
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof the adhesive.
DAP Foam Touch N Seal Two component polyurethane
StormBond® 2 Roof Tile Adhesive foam adhesive.
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
MIAMI•DADE COUNTY
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
DAP Foam Inc.
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 2 of 8
••••••
'
2.3 SUBMITTED EVIDENCE:
Test Auency
Test Identifier
••••••
Test Name/BUM
• • ••••••
• Date
Redland Technologies
7161-03
Static Uplift J'Af'hg
•
••••••
1991 •
Appendix Ill
TAS 102 & T A • 1%%A)
•
Redland Technologies
7161-03
Wind Tunnel•'1•e9tih
• • • •
:••bec. 199�1•••••
Appendix II
TAS 108(Nai!'Q>:
• ••
Redland Technologies
P0402
. .
Withdrawal Resistance
. . ......
:"Stet. 199� •
Testing of screw r%s. smooth
.. • : • • • •:
shank nails
• • •
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Testing
Aug. 1994
1994
TAS 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Professional Service Industries, Inc.
IC-1320-94
Physical Properties
Feb. 1995
TAS 112
The Center for Applied Engineering, Inc.
25-7688-3
TAS 101 (Adhesive Set)
June 1996
25-7688-10
TAS 101 (Mortar Set)
July 1996
The Center for Applied Engineering, Inc.
25-7688-5
Static Uplift Testing
June 1996
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
The Center for Applied Engineering, Inc.
25-7688-4
Static Uplift Testing
June 1996
TAS 102
(4" Headlap, Nails, Clips)
Celotex Corporation
520111-3
Static Uplift Testing
Dec. 1998
Testing Services
520191-2-1
TAS 101
March 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
09/01/16
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
09/01/16
Calculations
Gravity
American Test Lab of South Florida
RT0617.03-16
TAS 112
06/29/16
PRI Construction Materials Technologies
COPO-002-02-10
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
PRI Construction Materials Technologies
COPO-002-02-02
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
PRI Construction Materials Technologies
COPO-002-02-01
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 3 of 8
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 in accordance with TAS 106 may
require, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform 4wgftly test in
accordance with TAS 112, appendix W. Such testing shall be submitted to the l epa%ment of Regulatory
and Economic Development — Product Control Section for review. •
...... . .. ......
3.4 Minimum underlayment shall be in compliance with the applicable Roofing ApphgAjgns Standards listed
section 4.1 herein. :Goo*:
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the'�of slope tNess stated...
otherwise by the underlayment material manufacturers published literature. """ ""'
....0
. ... . ......
3.6 This acceptance is for wood deck applications. Minimum deck requirements shy Win �n compliance with
applicable building code. . % . . . ....
4. INSTALLATION
4.1 Barcelona 900 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 (lbf)
Length -I (ft)
1
Width-w (ft)
Barcelona 900
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
Batten Application
A (ft3)
Direct Deck Application
Barcelona 900
0.286
0.301
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.19
7.07
6.19
7.00
6.19
6.90
6.06
6.76
5.92
6.60
5.76
6.42
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mf (Tt-Ibf1
...... . .. ....
for Mechanically Attached Systems •
Tile
Fastener Type
Direct Deck
DirO&OBeck
• . flattens
Profile
(min 15/32"
(mir .010/32"
GPplywood) pNc.d)
•••••1....
....
Barcelona 900
2-10d Ring Shank Nails
28.6
:41:2:
• 19.4 •
1-10d Smooth or Screw Shank
5.1
' 6.8 '
...:.2.8
Nail
••••
2-10d Smooth or Screw Shank
6.9
9.2
.... •7.3
Nails
1 #8 Screw
20.7
20.7
18.1
2 #8 Screw
43.2
43.2
29.8
1-10d Smooth or Screw Shank
23.1
23.1
19.0
Nail Field Clip)
1-10d Smooth or Screw Shank
29.3
29.3
24.0
Nail Eave Clip)
2-10d Smooth or Screw Shank
27.6
27.6
38.6
Nails Field Clip)
2-10d Smooth or Screw Shank
38.1
38.1
41.8
Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Barcelona 900
2-10d Ring Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from head of tile.
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 5 of 8
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Paddy Adhesive' Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Barcelona 900
Tile BondTMOne Component Roof Tile Adhesive
2� .3�•• •
ICP Adhesives Polyset® AH-160 two -component foam
•.. • • 2D'
• •
DAP Foam Touch N Seal Storm Bond®2 Roof Tile Adhesive
."". 66:.:. '
1 See manufactures component approval for installation requirements. ..'..' :""' ....
2 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 10.7 grams. ......
3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per padd; 8 grams.. ....
4 DAP Foam Touch N Seal StormBond® Roof Tile Adhesive Two -Component; Average weight per ad rams. .
Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
ICP Adhesives Polyset® AH-160 two -component foam
66.55
ICP Adhesives Polyset® AH-160 two -component foam
" 38.7-6
DAP Foam Touch N Seal Storm Bond® 2
63 7
DAP Foam Touch N Seal Storm Bond®2
82 8
5 Large paddy placement
of 63 grams
6 Medium paddy
placement of 24 grams
7 Medium paddy
placement of 30 grams
8 Large paddy placement
of 60 grams
Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set9
24.5
9 Seespecific mortar manufacturers Notice of Acceptance
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 6 of 8
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
...... . ..
......
.... .
.....
LABEL FOR BARCELONA 900 TILE (LAKE WALES +� j1t kNT 2)
• • • •
LOCATED UNDERNEATH TILE
• • • • •
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.
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 7 of 8
NAIL HOLES
PROFILE DRAWING
z
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
......
.....
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 8 of 8
Mrai
� 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) 315-259Q F (7�8 6) 315-2599
NOTICE OF ACCEPTANCE (NOA) . wwZ.miand1AdPL#d4/econ=•.
CertainTeed Corporation . • • • •
20 Moores Road •
Malvern, PA 19355 • • • • ; • • • •
. ......
.... . .....
SCOPE: """ • • • • •
.... %
This NOA is being issued under the applicable rules and regulations governing the use of coo s�roction materials. They •
documentation submitted has been reviewed and accepted by Miami -Dade County PER - Pioa;ciContrpl Seption to. t j:
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).""' 0 • • • •
.. . .. . . .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Conb-81 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.
DESCRIPTION: CertainTeed Underlayment Systems
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 revises NOA# 14-1028.02 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0306:07
Expiratiort Date: 11/24/19
Approval Date: r07/26/18
Page 1 of 9
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS •
SCOPE: • •
This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance,"N igned to comply mL4..;
the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Nde. • • • 0 • • •
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICAN`1r': 0• • • • • •
Test 1QrodU6t ....:.
Product Dimensions Specification Descry ton * • 0 •"
......
WinterGuard HT 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bih*mi�ous sheet •
Manufuring rolls material for use as an underlayment in sloped roof
Location #1 assemblies. Designed as an ice & rain shield.
WinterGuard Granular 36" x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced,
Manufuring rolls bituminous sheet material for use as an
Location #2 underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
WinterGuard Sand 36" x 65' ASTM D 1970 Embedded sand surfaced modified, fiberglass
Manufuring rolls reinforced, bituminous sheet material for use as an
Location #2 underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
Diamond Deck'"' 48" x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use
Manufuring rolls Type 11 under shake, shingles, slate or metal roofing.
Location #3& 4
MetaLaymentT" 39 3/a" x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for
Manufuring rolls use under metal roofing.
Location 91
Black Diamond'" 39 3/8" x 68' 7" ASTM D 1970 Granular surfaced modified, fiberglass reinforced,
Base Sheet rolls bituminous sheet material for use as an
Manufuring underlayment in sloped roof assemblies.
Location #2 Designed as an ice & rain shield. Not for use as
an Anchor Sheet. Direct adhesion to wood deck
not permitted in the HVHZ.
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 2 of 9
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Dimensions
Test
Product
Specification
Description
Flintlastic GTA
39 3/8,, x 32' 10"
ASTM D 6222
Granule surfaced APP Modified Bitumen
Manufuring
rolls
Grade G
membrane with non- �overjpolyes#*arrnet see*:*
•
Location #1
Type I
reinforcement for torCi1,411pl�catiorj.• 0
...... . .. ......
All Weather/Empire
39 3/8" x 65' 10"
ASTM D 4601
Asphalt coated fbergNs reinforced base sheet:....
Base Sheet
rolls
Type II
• • • • • •
.... . .....
Manufuring
•••••• • • so :.so
Location #1
Flintlastic GMS
39 3/g" x 32' 10"
ASTM D 6164
Granule surfaced SB$ Modified B tuner , • • • •,
Manufuring
rolls
Grade G
membrane with non -woven } olyestter. mat :"' •;
0
Location #1
Type I
reinforcement for mop application. • • •
Flintlastic SA Cap
39 3/8" x 33' 11"
TAS 103
Polyester reinforced, self -adhering SBS modified
Manufacturing
rolls
bitumen cap sheet.
Location #1
Roofers' Select
36" x 144' rolls
ASTM D226
An asphalt -impregnated, organic felt reinforced
Manufacturing
Type l
with glass fibers, roofing underlayment.
Location #5
RoofRunner
48" x 250 rolls
ASTM D226
Synthetic, scrim reinforced underlayment for use
Manufacturing
Type II
under asphalt shingles.
Location #6
MANUFACTURING LOCATION:
1.
Little Rock, AR.
2.
Shakopee, MN
3.
Hangzhou, China
4.
Silvassa, India
5.
Shreveport, LA
6.
Vapi, India
NOA No.: 17-0306.07
Mu►r�Naan*YJ;30 it Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 3 of 9
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Momentum Technologies, Inc.
AX31G8G
ASTM D6222
06/05/09
TrinitylERD
3530.12.05-1-R1
ASTM D;qZ3 �,
......
*": •
,
C30280.12.09-R2
ASTM D2?b...
� .10/051d;
'..r2/11/QQ.,;.
C32240.03.10
ASTM D4931 • •
03/0430 •
C30890.03.10-1
ASTM D197A'.
;...:Q3/17/t0 •
C3500.04.10
TAS 101*••
04/01/1e:".
C31860.05.10
......
ASTM D1Z23.•
. . .....
;••••65/18/jQ•:•.
C40050.09.12-2
ASTM W970..
. 09/28/12 .'
C31410.10.10-R1
ASTM D5147. ASTM A4798• •11/02/42••:•
C45240.01.14-1
ASTM D 1970rTAS 110
' 011151:4...;
C32930.01.11-R2
ASTM DIV3
•**•*91/20/14
C45240.01.14-2
TAS 103, TAS 110
�• �01/24/14
CTR-SCI 1145.16-3A
ASTM D4601
09/19/16
CTR-SC11415.11.16
TAS 103
11/28/16
CTR-SC11505.12.16
ASTM D1623
12/22/16
ACT-SC14110.06.17-1
ASTM D 226
06/29/17
PRI Construction Materials
CTC-093-02-01
ASTM D6164, ASTM D4798
08/09/11
Technologies, LLC
CTC-163-02-01
ASTM D6757, ASTM D226,
05/09/13
ASTM D4869
InterTek Testing Services Ltd.
10103165000Q-002C
ASTM D226
08/13/13
101227796COQ-003C
ASTM D4798
08/1.3/13
10103165000Q-005C
ASTM D4869
08/13/13
QAI Laboratories
RJ3334-2
ASTM D226
07/07/14
RJ3502-1
ASTM E108
09/29/14
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 4 of 9
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck. • • • • • • • •
...... . .. ......
Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimurnA:beadlap and a 6" end
la mechanical) fastened to deck with approved nails and tin caps 6"•ext' t the aide la edge: •••:
P Y PP P . Ae p
and in a grid pattern spaced 12" o.c. in the field of the roll. 0000
• • • • •
...... . . .....
.... %
(2:12 to < 4:12) One or more plies of Diamond Deck with a minimup* 12��'.headlap an d a 12" f: •
end lap mechanically fastened to deck with approved nails and tin c$ps 6" D.c. at the side lap .... •
edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical3pints sbou the offset• •
.
36" minimum. • • ..
.
•• •
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above) a single layer of RoofRunner shall be applied with printed side up, parallel to
the eaves, overlapping each course with a minimum 3" headlap and a 6" end lap mechanically
fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and spaced 15" o.c.
vertically and 12" o.c. horizontally in the field of the roll.
Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with
applicable Roofing Application Standards and Building Codes
NOA No.: 17-0306.07
Miar�i•oaneCOunmr Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 5 of 9
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck.
Anchor Sheet:
(4:12 or Above) Two plies of Roofers' Select with a minimum 2" headlap and a 6" end lap
mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side:e and
o •
in a grid pattern spaced 12" o.c. in the field of the roll.
(2:12 to < 4:12) Two plies of Roofers' Select with a minimum 19" htftelW and el 2" end lap • •' • "
mechanically fastened to deck with approved nails and tin caps 6" o.t* ar fire side lap edge and....:
in a grid pattern spaced 12" o.c. in the field of the roll. Vertical jointsNT641d be eff+ 4 F2"
•
minimum. •
...... . . .....
Surfacing:
Shall be acceptable for use in approved asphaltic shingle applications *Mast Comply with • •' •;'
applicable Roofing Application Standards and Building Codes
. . . . ......
Deck Type 1:
Wood, Non -insulated '
Deck Description:
19/32" or greater plywood or wood plank
System E(4):
Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.
Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT,
WinterGuard Granular, WinterGuard Sand, MetaLayment or Black Diamond Base Sheet self -
adhering membrane adhered to the anchor sheet with a minimum 3" headlap and 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 membrane is acceptable. If membrane is strapped, then anchor sheet must also
be strapped.
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 6 of 9
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(5): Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One ply of ASTM D 226 Type H organic felt or All Weather/Empire Base mechanically
attached with a minimum 4" side lap and a minimum 6" end lap. Anchor sheet siViL j gpplied
at a right angle (900) to the slope of the deck with approved annular Ong jq%nk mils and tin •
caps at a fastener spacing of 6!' o.c. at the side lap edge and in a grid ' It ern spacea•12�'•o.c. m • • * •
the field of the roll of the base sheet. •
Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered iri a ix11•mopp96ng off'• • • • • •
approved asphalt applied within the EVT range and at a rate of 20-40 4b1.*.. ; • • •; • • •' • • •
00
Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asl3halt applied within the • •
EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch appliedo the preeedrng sheet• • •
or Flintlastic SA Cap, self -adhering membranes adhered to the precedes sheet witp a plinimuV • •
4" side lap and 6" end lap. Place the first course of membrane parallel to the cave, woNrig the
membrane to obtain maximum contact. Remove the release membrane as the membrane is
applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then
anchor sheet and ply sheet must also be strapped.
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the
end laps. No nails or tin caps shall be exposed.
Surfacing: *Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used with any approved roof
tile system mechanically fastened as specified in their current NOA.
*Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used with any approved roof
tile system adhered as specified in their current NOA using any foam adhesive listed and
having a current tile adhesive NOA approval.
Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and
applicable Building Codes.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city,
state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 7 of 9
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this material.
LIMITATIONS: •
1. Fire classification is not part of this acceptance. •
. .. ......
2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard 14TAYinterGuard Granule;,.,,
WinterGuard Sand, DiamondDeck, MetaLayment or Black Diamond Base Sheet as, Wa% memQvaia4 shall be
acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and'mNtal rood applications.: • • •
CertainTeed underlayment roofing systems utilizing RoofRunner or Roofers' Select sha;Se accep�Mefor use,in,,,,
asphaltic shingles. • •
3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap, Flintlastic GIA ar Flintlastic CMS as e• • % •
cap membrane shall be acceptable for use in foam adhesive set and mechanically fasstered roof ti1e systemsgs,,,;
specified in the surfacing option of the approved assemblies. • • • • • •
4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with
applicable Building Code.
5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with
deck free of irregularities.
6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a
recover system but may be applied over an approved roofing Base/Anchor sheet underlayment.
7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap,
MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof
for longer than 180 days of application. RoofRunner and Roofers' Select shall not be left exposed as a temporary
roof for longer than 30 days after application.
8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing
CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If
CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction
(AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentation is provided
to detail compatibility of the products, wind uplift resistance, and fire testing results.
9. 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.
10. 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.
11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 8 of 9
13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows:
(Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the
underlayment. See Table Below)
Tile Profile
Flintlastic GMS'
Flintlastic SA Cap'
Flintlastic GTA'
Flat Tile
4:12
6:12
6:12
Profiled Tile
4:12
5:12
6:12
'The following is applicable to all systems using and Flintlastic GMS: •. • •.
*Slopes greater than 4:12 — Horizontal batten stops are required. Stage tiles touching'11Qi12ontal batt2iis; a
maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below).''''''
2Th f ii 1 bl 11 F1' 1 • SA C
e o owmg is app ica e to a sysmus tes ing mt ashc ap. .... 0 0:6 0
*Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slbDVtMlowed bi(Ataximurri "' •
four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure l*l;elo� ). • • • % •
*Slopes greater than those shown in the above table —Horizontal batten strips are required Stage til e s touching• • : •
horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (feepigure 29below). ; • •. •;
'The following is applicable to all systems using Flintlastic GTA: •
*Tiles shall be stored on battens on roof pitches greater than 6:12".
Front View
Figure 1: Staged Method,
wx Front
View
Figure 2: Batten Method
END OF THIS ACCEPTANCE
Side View
Figure 2: Batten Method
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 9 of 9
w=, MIAMI-DADE COUNTY
MiAMt PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoWeconomv
ICP Adhesives and Sealants, Inc.
12505 NW 44' Street
Coral Springs, FL. 33065 ; • • 0 ;
• . •.••.•
. •
SCOPE: ..0 •
00 0 . .. ......
This NOA is being issued under the applicable rules and regulations governing the use ofooilstruction materials. 0 0;
documentation submitted has been reviewed and accepted by Miami -Dade County RER-P;odttCt.Contrp1,SVrtion to'be '
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi0i6h'(AHJ).' ""'
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Couafy F-oduct Eontrol Secttm ; •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve 1J*Mg%t to have This product '.
or material tested for quality assurance purposes. If this product or material fails to perform'in the accepfad uLtiner, the 0 0
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,:moclt%, or suspend the n" • •
of such product or material within their jurisdiction. RER reserves the right to revoke this accep�c�e,, 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.
DESCRIPTION: ICP Adhesives Polyset' 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 NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
�Fj...• �
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date:04/27117
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Incas described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined b}i apprcable • • • • • •
building code, do not exceed the design pressure values obtained by calculations in complianea with Roof Ig • • • •
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile sygWe ?using'ICP'
Adhesives Polyset® AH-160. • •' • " ' 0 0 0 0 * 0
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions Test
Specifications
ICP Adhesives
N/A TAS 101
Polyset®AH-160
ICP Adhesives Foam
N/A
Dispenser RTF1000
ICP Adhesives ProPack®
N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
.... . .....
...... . . .....
Produell;Ncription • • • •:
. . . . ......
Two component pol u ;ethane foam adhesiyg •
Dispensing Equipment
Dispensing Equipment
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset® A14-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength ASTM D 1623
Water Absorption ASTM D 2127
Moisture Vapor Transmission ASTM E 96
Dimensional Stability ASTM D 2126
Closed Cell Content 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./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -400 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 test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-1 PA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[l]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
,•,
ASTMD 1623
�••:•�
ASTM E 108
......
ASTM E 108
••••••
ASTM E 84
•
TAS 114
• • •
ASTM D 1623
TAS 101
TAS 123
TAS 101
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
tj/Q;t15
f2/12/95
..
d2/01%94
( 4/30493
......
11/16/94
(1 VI 6W
04JI4% 06
04/18/12
02/21/12
10/23/98
12/28/98
03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset' 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 ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
MIAMI•DADE COUNTY
... � � Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset' AH-160.
2. ICP Adhesives Polyset® 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 ICP
Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. Th$.ive
000
attachment data is noted in the roof tile assembly NOA. "'
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance witholtoofing:Appiication• • • •: •
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Mai6enance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed•Oi)�P Ad+h4 and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicaUV5 tQ the authority having.:..'
jurisdiction. ..'.. :""' ......
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application O •
of any adhesive. The mix ratio between the "A" component and the "B" component shall be inaintgi�betwee0ji* 0 00
1.0-1.15 (A): 1.0 (B). • • • ...'..
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 orler
Adhesives ProPack' 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset° AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset' AH-160 has been dispensed.
9. ICP Adhesives Polyset' 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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
17-23 sq. inches
45-6 5
Flat Profile
#2
10-12 sq. inches
: �b"' • • •
Low Profile
#2
12-14 sq. inches
09 ' '.
High Profile
#2
17-19 sq. inches
•: • • 30' ;
• •
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at+
• • •12 graW Pt? paddy, •
head of tile 9-11 sq. inches at.
.... . . ..,
overlap
.. • ...
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal ;
17 grasps per bead ...
edge) 20-25 sq. inches each .
bead
......
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
kPP'd.OVfnl
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.: 17-0322.03
MIAMFDAD; COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
tWOtMeughptastit"WMd
bddyiRoxowhTily
tarllew wgulraib.
tlrMdMr4yment �'""
101
ftattenn opticxtet
EevOCow ne
11, •
a
,r
2 in,
iastla
E"s Clown
Noil through plastic cement
lwhen required)
t 2irs.widt
iattetes opelonal
p.ddyt@sn••th
Earn Closure
Fascia
Plea througlh plastic c
{whenrequiredi
lddy+i8o"aethTil )
Undsrlsy"wett o
t0In. a -%
2 tn. wldo
Ilattens
optliorsat
�..
► tftVCAWUtfe ..
fesW
` weephote
IQ lea. 2 M.
Uve dosure
4 .a►�
Drip edge
F1atlLow Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 nun) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
so**:*
2. Continue in same mannerol'nseire app?gxi%ately 17 •,
(109.7 cm2) — 23 (148.46Ct2t j Square inch0adhesi-v" •' • •
contact with the underskdre'df fhe tile. :....:
.... . .....
...... . . .....
.. .. . ......
•
• • • • ••••••
Osseo*
Medium Profile/ Double f'an.Tile ;.•••;
•s a ee • • •
• e e
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cmZ) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
full t'l�ro"b040*60cMmenl NdVdYM"••thT&)
tra�d•�ytnent t
m
Ilatteni apdona1
caw Croup•
a
4
'Fasda
2h
Ewe tlosuro ... �!
"I+r000h Plastic cement
!when required)
ltddy (beneath lil•�
und+.twyns.rnt
� ;,�
7In.
21n.
lattens optional
10
Ew" Clow"
E••• Course
F•sria
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately:1,1. W9.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the • •
underside of the tile. •
...... • .. ......
•
2. At the second course, appl •a.minimum 2" (b0.8mn-6i; a
x 7" (177.8 mm) x 1" (25.4 mrr* foam paddy onto the: • • •
underlayment positioned at ttb%ri undo; tle • • • • • •
strengthening rib closest tdthe'averlocl, of the tile "
being set.
. . . . ......
3. Continue in same manner.'iggdr4approxjViajely 10';
(64.5 cm2) - 12 (77.4 cm2) square inch adlesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
Starting at the cave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the Overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x l" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
madw+ "hPuaicco
twfi.a required
Rad IMnwbTil.!
dl'
urrd..mym.n�
I
7
1&
tlanans aptlonal
v liew coarse
Fes a
wsr•Pr"W
loin.
Ewmdomxe
�2M.
orip ad4a
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the ovc, jgck pf the
tile being set. Insure approZ in-qtely 17 t 109.7 cm2) • • • • ; •
23 (148.4 cm2) square inch Adhes"ve colilact'with the
...... . .. underside of the tile. • ......
2. At the second course, apply.4 "himunt 2" (S0.8mn1 ... •
x 7" (177.8 mm) x 1" (25.4rns-4foam paddy onto tko:..'
underlayment positioned as-hown under the pan • • • • • •
•
portion of the tile closest t4 the Merlock oPthe tile • •
being set. ...... • •' • • •
3. Continue in same manner. Insure apprcx'j1 r* !a4*ely 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 1 t
ADHESIVE PLACEMENT DETAIL # 3
rafIdmVhplasdceement
(when required)
Paddy Metweent9esi
sattens optional
•
s4ddy Lunde► We)
9ngte paddy
Single paddy
on underla 2 x 4 in.
to
v 2 in.
asc`a
UwClosrue
Ratkow Profile Tile
Han through plastic o MMA Single paddy under the
(when re"Ired)
Paddy fbetween tiles)
Battens
options)
Paddy (under toe)
skmfie
4`
antoo ottde�
1 �4x4in.
2x4&t.
slnqlepaddyon
l i
0in.
Eave Closure
):are Coarse
fasda
Medium ProfieTtie
APPROVED
On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. j cave
approximately 4" (101.6 mmup frgii' IM eave ......
edge free of foam to pre*wml tie expafgdeda dhesive .
from blocking the weepshel` s� Insure • • • • • • • •
approximately 17-23 in't?69.49-148.4 cfW) of ;....;
adhesive contact with W r1hrside U41A tile •
...... . . .....
. ......
.. .. . ......
Apply a 4" (101.6 mm).%4: f 101.6 mm�x 1" (25.4 . •
mm) foam paddy onto the &&rlaynaentjust belowe.:.
the second course line positioned foam paddy : 0 0 •
under the strengthening i1b for flat t4e,ogi ynder the •
pan portion of the tile, closest to the t"dellock for
the second course tile to be installed. Insure
approximately 8-9 in (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Mai( through plastic Single paddy under the
(when regairedl
parlay (between tiles)
Battens
opdofw t Paddy (under tile)
Shmfieon
.xaIn.
"
ShMfie 2:ain
paddy on
top of toe .�
EaveC,ourse �~"'
Fascia
Weephole
loin2 in. Ewe �pdoann!
edge
High Prong Tfle
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure apprpacyotely
9 (58.1 cm2) - 11 (71 cm2) square inch adhesive
• • • •; •
contact with the underside of fhe tile at Mc ovarlap
'
.. 010 • ••
and 7 (45.2 cm2) - 9 (58.1 cg:l �are inch.
00 so :0
adhesive contact with the unjUWde of the tilg at
0 0
• • • • • •
the head of the tile. Continua im sa"me n'>�ii ?.•
...... . .
.... ...
•• U• .
•....•
. . . .
......
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
in contact with the pan tile. (when required)
2) Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
Underlayment
Eave closure
(motar shown)
Fascia
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply g mir> mum 2"
(50.8 mm) x 10" (254,mm� x 1" foam.....
paddy onto the underraWeilt positioned as • •
shown under two adjapan tiles. §apport ear • •
tiles from rocking unt0adhesive has a'chance tjt. •. •;
cure. • • • • •
2. Continue in same manner.bAnging "a- an
courses up toward the.1 Oggjnsure •
approximately 65 (412.4 Lmn) — 74 (451.6 cm 2} .....
square inch adhesive contact with Fhe underside •
of the pan tile. 0 • • 0 0 • • • •
.. .
Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11