RF-03-21-767, 29 NE 102nd StMiami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
29 NE 102ND ST, Miami Shores, FL 33138 1132060131650
Contacts
Christian Ulvert & Carlos Andrade Owner Z ROOFING AND WATERPROOFING INC Contractor
29 NE 102ND ST, Miami Shores, FL 33138 AGUSTIN EXPOSITO
Mobile: 3053363631 christian.ulvert@gmail.com 2525 W 3 CT, HIALEAH, FL 33010
Business: 3056237663 GUS@ZROOFING.COM
Other:3052182605
i Inspection Requests
Description: NEW TILE ROOF AND RE ROOF Valuation: $ 31,967.04
3Q5 16949'
Total Sq Feet: 3,465.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$19.20
DBPR Fee
$4.88
DCA Fee
$3.25
Education Surcharge
$6.40
Roofing Fee
$275.00
Scanning Fee
$12.00
Technology Fee
$8.13
Total:
$378.86
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$378.86
Credit Card
04/06/2021 $378.86
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 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. Futhermore, I authorize the above namedyontractor to do the work stated.
Authorized Signature: Owner
/ Applicant / Contractor /
Date
April 06, 2021 Page 2 of 2
BUILDING
PERM11 APPLICATION
BUILDING ❑ ELECTRIC
Miami Shores Village cEIVED
Building Departmenl MAR 2 5 M
10050 N.E.2nd Avenue, Miami Shores, Florida 33338 BY:
Tel: (305) 795 2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
ROOFING
[]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: 2 / *✓ 1 O J4
FBt- 2U20
Master Permit No. R( lb� q-�
Sub Permit No. R- 03-21' -3 V1
REVISION ❑ EXTENSION [—]RENEWAI
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City. Miami Shores County: _ Miami Dade Zip:
Folio/Parcel#: ('� 3Z VCI- a�3- b5 0 Is the Building Historically Designated: Yes NO
Occupancy Type:r_ f _- load: Construction Type: N6 -Flood Zone _ BFE: FFE:
OWNER: Name (Fee Simple Titleholder):_ �,(itl,6s 1G' 6t,'Wa Phone#: f9'J6 357/ 162 f
Address:2'? r✓e ( 0'2A
City: 141 AAA S_ /"LAzlff S __ State: FL Zip: !� f 3 ;C3
Tenant/Lessee Name: _Phone#:�'�� =3��{
Email: /� .A�OS'A'dIA,fr'�1Co I"«( .CQ -
CONTRACTOR: Company Name: A G UJALOAKM AXk Phone#: 3 O j— a3 nt 7.
Address: 2 1(7 S LA.) 3 c—T /
City: (EA Stater 0i 1 r
Qualifier Name: ' e7 �� Phone#: 05-63-�
21(0(0'
State Certification of Registration #: CC C 1323 IO Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#.
Address: City: State: Zip:
Value of Work for this Permit: $� 63. Square/Linear Footage of Work: >4 (o J
Type of Work: ❑ Addition ❑ Alteration New Repair/Replace ❑ Demolition
1 Description of Work: 11/ c ' .
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
V q 0
Training/Education Fee $
CCF $_
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
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 - — —
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 10 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 s en (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and o respeoon fee ylttll be charged
Signature OWNER JAN f
The foregoing instrument was acknowledged before me this
f day of , 20 2 ( __, by
,!!�Ah/O.') 0AA XkA0)C , who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC: 4'+r,\\tysltG Luis A Franchi Alfaro
o ptY P dt
Comm.#HH000006
Sig
Expire 14.2024
'�;•., ;�;
Print:
Seal:
as
Signature _
CONTRACTOR
The foregoing instrument was acknowledged before me this
47 day of 20 by
J`�V5+W JS who is personallyJcaoGvn to
me or who has produced j--'' as
identification and who did take an oath.
NOTARY PUBLIC: ��utrrturrzz {
+ �,, Y P& Luis A Franchi Alf
Comm.4HH000}'06
" Expires: Mali 14. 2024
Sign:~` ,
matt!\
Print:
Seal:
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
i IVED
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
1
High -Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information) 1
Master Permit No. BD20-003999-001 _ Process No. 1
Contractor's Name
Z ROOFING & WATERPROOFING, INC r
1
Job Address 2921 SW 38 CT 1
1
1
ROOF CATEGORY 1
❑ Low Slope ❑ Mechanically Fastened Tile Yq� Mortar/Adhesive Set Tiles 1
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
`0C New roof ❑ Repair ❑ Maintenance M Reroofing ❑ Recovering 1
ROOF SYSTEM INFORMATION 1
1
Low Slope Roof Area (SF) 3465 Steep Sloped Roof AREA (SSF) - Total (SF) 3465 r
i
Section B (Roof Plan) 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 1
1
r
Perimeter Width:6.5'Corner sizes;6.5'x6.5' 1
ddr.,.: 29 NE 102 Street, Miami Shores FL Date:
ON : Re -Roof RECOJERY ss: Bad 1
1
21' 42' EW STIR CTION 1
NEW CONSTRUCTIONf I 1
5:12 1 1
16'� 26' 1
3:12 35 3:12 1
- -5:12 46' 1
} (- -�-4
- NEW CONSTRUCTION r
1
ICTIO I.1
3:12 1
• • 26'
•• ••• •• I
_ 1
No Mec EcIpiement • ; • � ; _: r.j�,V �D BY �-
No Gas Vent9 • • • • • • -- - D°ATE
I
FLORIDA By1j.P11. CODE +- BQJIlgIbG�6th EDITION (2017)
• • • • • •
�.-, -IT
......
*00
... -
iy •T T" �-nC17 IANCF- WITH ALL FEDFRAL j
SQU E FOO AGE
s
3,465
Ridge
117'
"It
LION[= y
F�ONID�'
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor.. The owner's initial in the designated space indicates that the item has been explained.
1. t A Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. CA Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. U4- Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Ol—` Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance: therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5. C� Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected,
6. 01 �'� Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
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 be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
tt�
7. l.` Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior f the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced It 9 -%p eWficial to consider additional venting which can result in extending the service life of the
.. .me . • •
Fawner/Agent's Signature Date Contracto re Date
:Revised on' ;19A*29@9 LD
. .. .. . . . .. . .
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
10050 NE 211d Ave
Miami Shores, FI 33138
Re: Owner's Name: �AAl, S
Property Address: � n) (�l2-
Roofing Permit Number.
Date:
Dear Building Official:
I �rAAt' S i ccertify that I am not required to retrofit the roof to wall connections of my
building because:
,,,r="the just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
t The building wa onstructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the o o ' "Iding Code (1994 SFBC)
I
Signature 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 3ubserll;er#bt;fote >�e:this y of
• ' ' Luis A Franchi AlfarO
.. ... .. .. moo• ••�.�
COMM.
Notary Public, Sate of Florida at Large. `°w
Fvni" 2024
• • • • • • ''/!�"� 9p1t11\` ��� b7i1�2�a�=.IA ! hiuFNn
• ;wher4t1le jus6valu4sn oOthe strutturQ for pu�os4 of ad valorem taxation is equal to or more than $300.000.00 and the building was not constructed with FBC nor a 1994
. • . • • • •
*SFBC then you P&I provise a building application fiom a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5!41J?Q09 • • • • • • •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
R adds Building Code eth Edition (2017) 1
High -Velocity Hurricane Zone Uniform Permit Application Form 1
I
Section D (Steep Sloped Roof System) I
Roof System Manufacturer. BORAL ROOFING, LLC.
Notice of Acceptance Number 19-0814.01 I
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1
Pi: -39.1 Pi: -68.1 P1: -100.7 1
1
1
Deck Type: 5/8" PLYWOOD 1
1
Type Underlayment: 60 FELT ASTM D226 NAILED TO DECK PER FBC C A18.4.
Roof Slope: 2 TYPE II H 1
Insulation: N/A 1
1
Fire Barrier: IN/A i
I
Ridge Ventlation? Fastener Type & Spaq' - in aps ai s 1
n/a 12 r_ Field/ 6" oc Lans / 6" oc Comers $idelLaps
Adhesive Type: N/A
Type Cap Sheet goral Tile Seal NOA# 18-0502.03 1
self adhered ac nailed-12-oc I
. I
[Mean Roof Height: 12' Roof Covering: SAXONY 900
t
3 Galy 26 Ga. I
Type &Sim Drip c S �
Edge: Nails @ 4" oc 1
I
1
•
FLORIDA BUILDIN.G COIF -= EL016110KIp tN EDITION (017) 471
I
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
i
1
1
1
1
1
1
1
1
i
1
1
1
t
1
1
1
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1
1
I
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based file systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values
are greater than or equal to the M, values, for each area of the roof, then the Ole attachment method Is acceptable.
Method 1 "Moment Based Tile Calculadons Per RAS 127"
(Pi:1x1�.315= 1-Mg:7T34=M,,4.97 p}Appval
M, 83
(P2:-ML1 w13.15 - 21.4 - Mg:7.34 = M215^93 Product Approval M, 6-
(p3`1�..�-� =31, 72) - Mg: 7.34 = M,24_38 Product Approval M, 83
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M) From Table Below Product Approval M,
M, required Moment Resistance*
Mean Roof Height
Roof Slope
15,
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34A
X0 ,
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*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 Ole 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 Ole attachment method is acceptable. .
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1:_ x L _ = _ x w. = -) - W: _ x cos e - = F,, _ Product Approval F
(P2:_ x L _ = _ x w: = W: i x oos e _ = F, _ Product Approval F
(P3:_ x L _ = _ x w: = �) - W: _ x cos e _ = Fr9 _ Product Approval F
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or, P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
a
Job Sloe
Aerodynamlo Multiplier
%
Product Approval
Restoring Moment due to Gravity
MD
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Mo
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Upilft�ReefK04x; , • •
• F,
Calculated
Average TOO Yieighf ; • •
• W
Product Approval
Tile Dlmenskv • • • • • •
L = length W = width
Product Approval
At calculations must be submitted to the
building official at the time of permit
application.
...
472
• •••
•
••• •
•
FLORIDA BULDiNG CODE - BUILDING, St1 EDITION (2017)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
r ` Florida Building Code 6th Edition (2017) 1
High-Veloclty Hurricane Zone Uniform Permit Application Form 1
1
Section D (Steep Sloped Roof System) 1
1
Roof System Manufacturer. BORAL ROOFING, LLC. 1
Notice of Acceptance Number. 19-0814.01 I
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1
P1 • -39.1 P1: -68.1 Pl: -100.7 1
t
1
. 1
Deck Type: 5/8" PLYWOOD
Type Underlayment 30 FELT ASTM NAILED TO DECK PER FBC CH.15 8.41
Roof Slope''2 TYPE II H 1
Insulation N/A 1
1
Fire Barrier: N/A 1
1
Ridge Ventilation? Fastener Type & Spacing: - 8 in Caps al s 1
n/a 12 c Field / R' nc Laps / 6" oc Comers $idel -aps
i 1
j Adhesive Type: N/A
1
Type Cap Sheet oral. Tile Seal NOA #18-0502.03 1
BACK NAILED
1
1
[Mean Roof Height: 12' Roof Covering: I SAXONY 900
1
Type &Sias Drip 3x3 Gaily 26 Ga. �
Edge: hed w� 1-114 R,S 1
Nails @ 4" oc
1
1
• • • . . • • •
•
•• ••• •• • • •
00
• ••• • •
004 go: • •
•• • • ••• ••• ••• •
FLORIDA BUILDIN? CODE T E j ItjMoft EDITION (2017)
• • • • • • • •• ••
471
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
1 Flor/da Building Code 6th Edition (2017)
1 High -Velocity Hurricane Zone Unifonn Permit Application Form
1
1 Section E (Tile Calculations)
1 For Moment based ills systems, choose either Method 1 or 2. Compare the values for Mr with the values from Me If the M, values
1 are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
1 Method 1 "Moment Based TUe Calculations Per RAS 127•
1 (P1 r39.1x 1V .315=12.31 j - Mg: 7.62 = M,14.69 Product Approval M, 83
1 (P2:-68. i& .315 = 21�45 _ Mg: 7_62= M, 3 83 Product Approval M,-
1 (P3.-J0 d.., 1_5=31.7 - Mg: 7_62_- M* 24.1 Product Approval M, 83
i
Method 2 "Simplified Tile Calculations Per Table Below'
Required Moment of Resistance (Mr) From Table Below Product Approval M,
1
1
i
1
1
1
1
1
Mr required Moment Resistance"
Mean Roof Height
Roof Slope
15'
20'
25,
30,
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0 ,
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6.12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
1
*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 file systems use Method 3. Compared the values for P with the values for Fr. If the F values are greater than or
1 equal to the Fr values, for each area of the roof, then the file attachment method Is acceptable.
1
1 Method 3 "Uplift Based Tile Calculations Per RAS 12r
1 (Pi:_ x L _ _ _ x W. _ --J - W: _ x ros O _ = Fr, - ProductApproval F
(P2:_ x L _ = _ x w: _ •_) - W: _ x cos 8 _ = Fiz _ Product Approval F'
1 (P3:_. x L _ _ _ x w: _ �) - W; _ x cos 9 _ = Fr3 _ Product Approval F
1
i
1
1
1
i
1
1
1
1
1
1
1
1
1
1
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Pi or P2 or, P3
RAS 127 Table i or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof slope
8
Job site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
Ma
Product Approval
Attachment Resistance
A
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
. ... . • F • . • •
Product Approval
Required Uplift Resistance
• • • F
Calculated
Average Tile Weight
• jilt ..'
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the
building of of l p1the tiniQ of pprmft
application.
1 .. .
.... ... . . .
. . ... . ... .
1 •
472 • • i i • i • i :FLORIDA BUILDING CODE - BUILOM Bth EDITION (2017)
• •• •• • • • •• ••
••• • • • ••• • •
SAXONY' 900 Sl,1te
STANDARD COLORS
BUCKSKIN STERLING STONE MOUNTAIN BLEND
1 FMCS0141 1FMCS5759 1FMCS5354
411
! B
•
,4
i • F� l r
• 4 ((
f ila�le 4,61ain Lake W as • • Illaily Villable in Lake Wales Readily Available in Lake Wales
CRRC 0942-0M9 / Ref..22 / Frt,..90 `SRI:22 /#0M SRI:24 • CRRC•942-0194 / Ref_.21 / E,1.92 / SRI:21 CRRC 0942-0047 / Raf:.tl / EmA:.90 / SRI:15 / Aged SRI:23
• • • • • • • • • • • • • • •
••••• •• • ••••
FLORIDA BLEND • • • • WEA1 "II. ASH DARK CHARCOAL BLEND
IFM 0416 11135
•
Readily Available in Lake Wales
PREMIUM COLORS
WHITE COLOR COAT
1 FMBS8001
n
leau:l
Readily Available 1, Lake Wales
PALM ISLAND GREEN
1FMCS4358
Readily Available in Lake Wales Readily Available in Lake Wales
CRRC 0942-0027 / Ref:.]5 / FmA:.91 / SRI:93 / Aged SRI:87
33 The printed colors shown in this brochure may vary from actual available the covers. Always use actual product samples for color selection.
BORAL
LIFESTYLE COLLECTION LIFE
STANDARD COLORS STY
LE
ASHEN BLEND ATMOSPHERE BLEND
1 FMCS0150 1 FMWS4150
r
Readily Available in Lake Wales Readily Available in Lake Wales
PREMIUM COLORS
CAFE SAND BLEND
1 FMCS3360
Readily Available in Lake Wales
MOTTLED WHITE BLEND BEACH BLONDE BLEND OCEANA BLEND
1 FM WS8010 1 FMWS335C1 FMCS2010
r r
Readily Available in Lake Wales
'COLOR COAT products are available In Florida region only. 34
MIA141 i E
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/economv
Boral Roofing, LLC
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).
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: Saxony 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.
TERIVIINATION 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 thea job site a t the requ est of the Building Official.
00 This NOA revises NOA No.19.040&bl end oorisistsi�f pales 1 through 9.
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The submitted documentation was reviewed by Freddy Semino
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NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category
Roofing
Sub-Cateeory:
Roofing Tiles
Material:
Concrete
Deck Tvve:
Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code, do 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
Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded
Width = 13" concrete roof tile with two nail holes. For direct deck,
thickness = 1-5/32" batten, mortar set or adhesive set applications.
Saxony 900 -
Split Shake
Saxony 900-Shake
Trim Pieces
Length = 17"
Width = 13"
thickness = 1-9/32"
Length = 17"
Width = 13"
thickness = 1-9/32"
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
TAS 112 Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
1. Complete file brushed
2. Right half brushed (shown in drawing)
3. Left half brushed
4. No brush
TAS 112 Flat profile, interlocking, high-pressure extruded
concrete roof file with two nail holes. For direct deck,
batten, mortar set or adhesive set applications.
TAS-112 Accessory trim, boosted Barcelona, concrete roof
pieces for use at hips, ridges and rakes.
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NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 2 of 9
2.2 EVIDENCE SUBMITTED:
Test Agencv
Test Identifier
Test Name/Reaort
Date
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
94-060A
Static Uplift Testing
March, 1994
TAS 101 (Adhesive Set)
25-7183-6
Static Uplift Testing TAS 102
Feb. 1995
(2 Quik-Drive Screws, Direct Deck)
25-7183-5
Static Uplift Testing TAS 102
Feb. 1995
(2 Quik-Drive Screws, Battens)
25-7214-1
Static Uplift Testing TAS 102
March, 1995
(1 Quik-Drive Screw, Direct Deck)
25-7214-5
Static Uplift Testing TAS 102
March, 1995
(1 Quik-Drive Screw, Battens)
Project No. 307025
Wind Driven Rain
Oct. 1994
Test #MDC-77
TAS 100
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II & III
TAS 108 (Nail -On)
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
Atlanta Testing &
R1.894/R2.894/R3.894
Physical Properties
Aug. 1994
Engineering, Inc.
TAS 112
Celotex Corporation
520109-1
Static Uplift Testing
Dec. 1998
Testing Service
5201114
TAS 101
520191-1
Static Uplift Testing
March 1999
TAS 101
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Evaluation Calculations
25-7496
April 1996
Evaluation Calculations
25-7584/25-7804b-8/25-78044 & 5
December 1996
25-7848-6
Evaluation Calculations
25-7183
March 1995
Evaluation Calculations
Aerodynamic Multipliers
09/01/16
Calculations
Two Patty Adhesive Set System
April 1999
Evaluation Calculations
Restoring Moments Due to Gravity
09/01/16
American Test Lab of
RT0617.04-16
TAS 112
06/29/16
South Florida
PRI Construction Material
COPO-002-02-12
TAS 101
10/12/2016
COPO-002-02-06
TAS 101
10/12/2016
000AQ-002-OW :
.• TAS 101
10/12/2016
BOR1J-0X-02-(tl
• TAS 101
02/25/2019
022:02-0'2
• • TAS 101
02/25/2019
•O
BORR-022-02-03
TAS 101
02/25/2019
BORR-02;-02. p4
TAS 101
02/28/2019
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NOA No.: 19-0814.01
FL, a•
Expiration Date: 04/26/22
IAPPROVED�•
Approval Date: 11/27/19
Page 3 of 9
3. LDETATIONS
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 underlayments shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 Mechanically attached tiles minimum slope 4/12.
3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
the applicable Building Code.
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) 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-1 (ft)
Width-w (ft)
Saxony 900
Slate, Shake & Split Shake
10.9
1.417
1.08
Table 2: Aerodynamic Multipliers - X (fts)
Tile
X (fts)
(fts)
Profile
Batten Application
Direct Deck Application
Saxony 900
0.291
0.315
Slate Shake & Split Shake
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
Profile
greater
Saxony 900
Slate &, Shake &
Split Shake
Direct Deck
Direct Deck
0 * 0 0 . .
j3attens
:
.Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.70 '
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$.6'I ;
?.50
6.48
7.34
6.31
7.16
6.13
6.95
APPROVED
:
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NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 4 of 9
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Fastened Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Saxony 900
Slate, Shake $
Split Shake
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 A8 Screw
30.8
30.8
18.2
2 48 Screws
51.7
51.7
24.4
1-10d Smooth or Screw Shank Nail (Field
clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank Nail (Eave
clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank Nails (Field
Clip)
35.5
35.5
34.8
2-10d Smooth or Screw Shank Nails (Eave
Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-lbf)
for Two Paddy Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Saxony 900
Adhesive'
31.3 2 & 3
Slate, Shake & Split Shake
594
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBond' one -component foam minimum weight per paddy 13.9 grams.
3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams.
4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams.
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NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 5 of 9
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900
Slate, Shake & Split Shake
ICP Adhesives Polyset® AH-160
Two -component foam
1191
115 4
835
606
DAP Products Touch N' Seal Storm
Bond 2 two -component foam
93 7
458
3 Large paddy placement of 45 grams of Polyset® AH-160.
4 Large paddy placement of 34 grams of Pol set® AH-160
5 Medium paddy placement of 24 grams of Pol set® AH-160.
6 Medium paddy placement of 18 grams of Pol set® AH-160.
7 Lar a paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per
paddy 45 grams.
8 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight
per paddy 24 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf)
for Mortar Set Systems
Tile
Tile
Minimum Attachment
Profile
Application
Resistance
Saxony 900
Mortar Seth
43.96
Slate, Shake & Split Shake
9 Tile-Tite Roof Tile Mortar
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 BORAL SAXONY 900 TILES (LAKE WALES FL PLANT
Y•
••' : L@gATF,D1JNDERNEATH TILE
Ze: so
• • • •' ; 0. • • NOA No.: 19-0814.01
• Expiration Date: 04/26/22
• • ° .' • • • • ' ° ` Approval Date: 1 l /27/19
• Page 6 of 9
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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.
NAIL HOLES
PROFILE DRAWINGS
UNDERLOCK
SAXONY 900 - SLATE
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MIAMIDA DE COUNTY • •
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5/32" (Slate)
COVERLOCK
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 7 of 9
PROFILE DRAWINGS
NAIL HOLES
Note: Available Top Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush
SAXONY 900 - SPLIT SHAKE
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NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 8 of 9
NAIL HOLES
0
PROFILE DRAWINGS
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
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NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 9 of 9
2 Ml® MIAMI4DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADW4WRATTON DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ymm° n�e W&CRIOW
Boral Roofing LLC.
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).
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 mamthctlrrer 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.
DESCRWnON: BORAL TileSeal
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 ibis 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 euutirety.
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.
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This new NOA consists of • 1 +4.: ' : •
The submitted documentatiMVU Woeft4 by.A14 Tipx4
• • • NOA No.: 18-0502.03
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• • • • • • • Expiration Date: 9V82/23
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• 000 • . • • • Approval Date: 08/02/18
Page 1 of 4
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ROOFING COMPONENT APPROVAL
Cateeorv: Roofing
Sub-Catesorv: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
Test
Product
Produ
Dimensions Specification
Description
BORAL TileSeal
36" x 36' rolls TAS 103
SBS self -adhering asphalt sheet material with a
36" x 72' rolls ASTM D 1970
white glass re -enforced polyester surfacing We;
for use as an underlayment in sloped roof
assemblies.
Bond Citadel Plus
36" x 72' rolls ASTM D1970
SBS self -adhering asphalt sheet material with a
poly film -facer; for use as a mid ply underlayment
in sloped roof assemblies.
MANuACTURIGN LOCATION:
1. Brentwood, NH.
2. Houston, TX.
EVIDENCE SUBMITTED:
Test Ageacv
Test Identifier
Test Name/Renort Date
PRI Construction Materials
OCF-356-02-04
ASTM D1623 07/25/18
Technologies, LLC.
OCF-356-02-02
TAS 103 07/24/18
OCF-356-02-01
ASTM D1970 07/26/18
OCF-424-02-04
ASTM D1623 07/25/18
OCF-424-02-01
ASTM D1970 07/25/18
OCF-4244"3
TAS 103 07/25/18
Trinity ERD
BRLRF-SC16810.11.17
ASTM D 1876 l lfM17
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NOA No.: 18-M2.03
Expiration Date: 08/02/23
Approval Date: 98/02/18
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood, non -insulated
Deck Description: 11/32' or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type H or ASTM D2626 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.
Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval.
(Optional):
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.
Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to
deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side
laps. No nails or tin caps shall be exposed
Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof
Tile, Metal Roofing, Wood Shake dt Shingles, and Asphaltic Shingle assemblies.
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Approval Date: 08/02f18
Page 3 of 4
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IAMrrATIONS:
1. Fire classification is not pad 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.
S. 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 pad 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 documcntation 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 loth 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 10(rcontact 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 St. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment, and sealed using an SBS modified mastic.
IS. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturWs name or logo, city
and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved"
or the Miami Dade County Product Control Seal as shown below
ZM:Ol. THIS AVCEPTANCE
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NOA No.: 184)MA3
lEipiradon Date: MUM
Approval Date: 08/02/18
Page 4 of 4
MIAMI-DADE COUNTY
MPRODUCT CONTROL SECTION
in 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.eov/economv
ICP Adhesives and Sealants, Inc.
12505 NW 44' Street
Coral Springs, FL. 33065
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.
DESCRIPTION: ICP Adhesives Polysee 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 consiisfs.of Jajes:l thrbugh 11.
The submitted documentation was reYigweclby �lex:Tigesa : * .
... A . . . ••
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
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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, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do 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 tile systems using ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A
PolyseeAH-160
ICP Adhesives Foam N/A
Dispenser RT71000
ICP Adhesives ProPack® N/A
30 & 100
TAS 101 Two component polyurethane foam adhesive
PRODUCTS MANUFACTURED BY OTHERS:
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® AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Prove
Test
Results
Density
ASTM D 1622
1.6 lbs./ft.3
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./Ft2
Moisture Vapor Transmission
ASTM E 96
3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 400 F., 2 weeks
• 0 9 6 : 0 + 6.0% Volume Change @1580F., 100% Humidity, 2
• ••••••••weeks
Closed Cell Content '. 1iSTM Ix�354•; Sb%
.. ... .. . . . ..
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test metho&pnd are subject to normal manufacturing variation.
NOA No.: 17-0322.03
roar MADE courrrr • • • • Expiration Date: OS/10/22
.Ram. . . . . •
. . . .
Approval Date: 04/27/17
Page 2 of 11
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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
Test Name/Report
Date
#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
NB-589-631
ASTM D 1623
02/01/94
9637-92
ASTM E 108
04/30/93
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01/16/95
7050.02.96-1
TAS 114
03/14/96
P36700.04.12
ASTM D 1623
04/18/12
P39740.02.12
TAS 101
02/21/12
TAS 123
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. 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 61G20-3 of the Florida Administrative Code.
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• . ..19 NOA No.: 17-0322.03
" ' Expiration Date: 05/10/22
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Approval Date: 04/27/17
Page 3 of 11
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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. The adhesive
attachment data is noted in the roof rile assembly NOA.
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives 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).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
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.
.01
Y
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MIAMMADE COUNTY • • • • • • • • • •
•.. . • . . ••. • •
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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
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
42
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams 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.
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
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
4hW"1"#W"W r °
1
1
saw a�Uanai �° l•,.. �
Q
Eaw U.wn
re"b da
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Fasaia
wioh "5%plank remtMiwehTA.!
hMnn*arysti�adF �" w..-"
Ilwdsrhy"rsns ?'o �` f '1r
ease" ,
Ear. c,ursa - . Aide.
101►, V k�. .. •
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 closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double 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 cm) 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 cm) square inch adhesive
contact with the underside of the tile.
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MIAMMADECOUNTY i •• • ••• •• • •• i i
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
"a �OP&wlc come" : hdlr (B""thT")
Usde"wisM
k `
�--'-
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 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 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.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 nun) 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 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the file 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.
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(Instructions continued on next page)
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' e 0 NOA No.: 17-0322.03
.. . . . . . . . . Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
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ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
0066"
n.WaiMal 41 n1.)
ur,11..6.y.,a,�
I
a10.
6a0and aptio�ad
IP LimCoane
a1da
W"Ohole
Odpodge
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. 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 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.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
FINULcw PrGMTU
vi_. _i i. I. TIT, , 1f.
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 nun) x V (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. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in' (109.7-148.4 cm) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x V (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in2 (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAEL # 3 (CONTINUED)
Nainao.oplank
t--Am fie*
SinPepaddy under tae
Paaaytn-tweendleW
Batters
Pm*(-nekrtiel
m�an
^f'414 in.
2=4b
paddies
mp t�-
Ea•e Coarse
Weephek
to :in
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DdPed9-
HIO P1006OT"
• • • • • • • • • • •
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %"
(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 approximately
9 (58.1 cm) -11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
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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) Plea enough adheshre to achieve 65 to 70 s%in. Stele pkde applketlons
in contact with the pan tBe. (when required)
2) Turn coven upside down. Place adhesive in
to 1 he. from outside edge of cover tihe
Than Install the tile. Ensure 20 to
25 s%ln.contact area.
Underlayment
I-"o'--
(motor shown)
Fascia Board
Remove top portion of the save course cover tile. Abut to second course of
pan dl4m Ensure eave end of pan and cover tiles are flush at •eve line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and 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 two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm') — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
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 file course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover file to the
pan file. 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
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66 • • • .
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
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