RF-18-3162Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Issue
Permit NO.: RF-10-1
te: 10/16/2018
Parcel Number
-3162, Permit 1VR Number: 100410
Permit Type: Roof
Work Classification:: Tile/Flat
Permit Status: Approved
Expiration: 04/15/1019
190 NW 100TH TER, Miami Shores, FL 33150
1131010230250
Contacts
LUZ ELENA LERA
638 NE 97 ST, MIAMI SHORES, FL 331382471
Owner
AGUIRRE'S ROOFING INC
IVAN AGUIRRE
Business: 7862315339
Other: 3055281476
Contractor
AGUIRRESROOFING@GMAIL.COM
Description: RE -ROOF CEMENT TILE. FLAT COLOR THRU
Fees
Amount
Application Fee - Other
CCF
DBPR Fee
DCA Fee
Education Surcharge
Roofing Fee
Scanning Fee
Technology Fee
$50.00
$7.20
$4.13
$2.75
$2.40
$225.00
$9.00
$6.88
Total: $307.36
Inspection Requests:
305-762-4949
Payments
Total Fees
Check # 2454
Amount Due:
Date Paid
10/16/2018
Amt Paid
$307.36
$307.36
$0.00
Building Department Copy
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.
OWNER /AFFID
regulatin.>nstr
Aut
IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
on and zonj g. Futhermore, I authorije the above named contractor to do the work stated.
?rIr,/s C� fel/adds /o,
re: Owner / Applicant / Contractor / Agent
6/767
Date
October 16, 2018
Page 2 of 4
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Ave, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
Inspection Number: INSP-002811-2018 Permit Number: RF-10-18-3162
Scheduled Inspection Date: December 27, 2018
Inspector: Moreno, Luis
Owner: LUZ ELENA LERA
Address:
Project:
190 NW 100TH TER
Miami Shores, FL 33150
Contractor: AGUIRRE'S ROOFING INC
IVAN AGUIRRE
Permit Type: Roof
Inspection Type: Roofing Final
Work Classification: Tile/Flat
Phone Number:
Parcel Number: 1131010230250
Phone Number: 7862315339
Building Department Comments
RE -ROOF CEMENT TILE. FLAT COLOR THRU
Checklist Item
General Comments
Passed
Passed
False
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Comments
Inspector Comments
December 26, 2018 For Inspections please call: 305-762-4949
Page 23 of 30
A FLU) to;"i; t`
Testing Agency Name:
Address:
Telephone:
Fax:
Email:
Representative Name:
Title:
TAS 106
TEST RESULTS REPORT
GENERAL INFORMATION
A+ Engineering Testing Lab, LLC.
7066'SW 44 St Miami F133155
305-668-5792
786-513-3754
apluset1(&,,yahoo.com
Eng. ABDIAS H. SAENZ
P.E # 69687
SITE SPECIFIC. INFORMATION
Certification No. 16-0413.03
Roofing Contractor: AGUIRRE'S ROOFING INC
Job Address: ,* 190 NW 100 TER, MIAMI SHORES , FLORIDA
Contact. Name:
Owners Name:
Type of Tile:
Roof Height:
Job Access:
Approximate Square
Permit #: RF10183162
RAMON
PH: 305-281-6588
LUZ E LERA
PLANA
10 feet
LADDER
Roof Pitch: 3/12
Gate:
Footage of Roof: 14.0 SQ.
Required Testing Force: 35 LBS
IN ACCORDANCE WI
THIS TAS 106 TEST H
THIS REPORT IS NOT G
Date Installed: -
NO
Date Tested:
Testing Equipment: M2-100, S-3741465
TEST LOCATION
PASS
FAIL
CORNER
04
-
PERIMETER
17
-
RIDGE
09
-
FIELD
11
-
TOTAL:
41
-
rn rrr
S H_SAR
• E N SF .!1'�
696)37
Tp OF ; 4/ Z
GRIT 'IA OF P T/3r. .,ZA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
R0101% : •` I`1A1CCORDANCE TO THE REQUIREMENTS OF DADE COUNTY. WITH NO DEVIATIONS
paishilkE. \1$TURAL DISASTERS.
nil I I i� O\
12/27/18
A+ Engineering Testing Lab.
ROOF DIAGRAM
190 NW 100 TER, MIAMI SHORES , FLORIDA
PERMIT #( RF10183162)
1 5
21 2
20 2
19 2
4 2
6 7 8
2 31 32 33 26 10
3 34 35 36 37 11
4 L / 28 29 30 12
5 38 39 40 41 13
1817 16 15 14 3
7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com
Miami Shores Village
Building Department
RE Permit# RF—I0-/g- 4.2.
INSPECTION AFFIDAVIT
tv & k-4 4 r`l
(Print name and circle License Type)
License #: C C G /3 2 5 2 PZ
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE:
licensed as a (n) Contractor / Engineer/ Architect,
FS 468 Building Inspector
On or about , I did personally inspect the roof deck nailing
(Date & time)
work at 19 D iu 4) > D d T e / G., J ,re s 'et 33) )
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.8 F,S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large.
day of
01 :1„ P4 MARICELA CASTELLANOS
* Commission # GG 255384
Expires October 6, 2022
of no P Bonded Thtu Budget Notary Services
*General, Building, Residential, or Roofing Contractors or any individual certified Under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
and �a.r n., mint')n+n'KI 1 i)nno
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ROOFING
Master Permit No.
Sub Permit No.
RE E.VED
OCT 2018
CQh
FBC 201
Q t&CO'2-
❑ REVISION ❑ EXTENSION
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
JOB ADDRESS: 196 A). ttL JDD re. rroe'S ///Az/ 40,e
❑ RENEWAL
❑ SHOP
DRAWINGS
City: Miami Shores County: Miami Dade Zip: 33
Folio/Parcel#: //— 3/0 /- 0 2,3 - Oa Sa Is the Building Historically Designated: Yes
Occupancy Type: Load:
Construction Type:
Flood Zone:
BFE:
NO
FFE:
OWNER: Name (Fee Simple Titleholder):. L V 2 L e YQ Phone#:gGls ,S'Zg,y 6Z
Address: i g0 4 4).W. G/O p 'effaces,
City: 7/7/ ly%j J .P e S
State:
F-
Tenant/Lessee Name: Phone#:
'Email:
Zip: ! 3 1 c
CONTRACTOR: Company Name: A i rreG. To.iAddress: f7 l DO Cj .W• iv
29✓ / rr.
City: 1440 Wie 6 feed State: f/ • Zip: 3 6D3 d
Qualifier Name: Va14 A V;TYtS. Phone#: t.S f2r/47e
State Certification or Registration #: C'C 13 292 2( 2 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City:
Value of Work for this Permit: $ /1j1D7. eft
Type of Work: ❑ Addition ❑ Alteration
Description of Work: -.Q — y04
de'v
30S- , trM p V
91Phone#: 7re-23/3-3.5%
State: Zip:
Square/Linear Footage of Work: 4, goo
n New 15K Repair/Replac ❑ Demolition
CB m6°d f '; f P . i1d COL*
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
fierrmco
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 o condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspectionwhichoccurs seven (7) days after the building permit is issued. In the .bsence of such posted notice, the
inspection will not be . . roved and a reinspction fee will be charged.
Signature •
r•
NER or AGENT
The foregoing instrument was acknowledged before me this
0 day of ®C "D 20 ($ . by
1-UZ )-st_rA , who is personally known to
me or who has produced as
identification and who did take an oath..
NOTARY PUBLIC:
Sign:
Print:
Seal:
ee 4 as/el(kto
*61Y?oei1, MARICELA CASTELLANOS
*Commission # GG 255384
P4- Expires October 6, 2022
Signature
CONTRACT
The foregoing instrument was acknowledged before me this •
day of Q C SD`j es/ , 20 r . by
,Ziao A--/ SJIY)'. , who is personally known to
me or who has produced
identification and who did take an oath. .
NOTARY PUBLIC:
vic e (4 a s./Q /l6 L5 j
r a MARICELA CASTEU.ANOS
* .:c_) * Commission # GG 255384
of Fla Bonded Mu Budget Notary g« �o`' Expires October 8,
cesFOFFa" Bonded Thru Bucket Notary2022 o*
Sign:
Print:
Seal:
tci /4/
APPROVED BY Plans Examiner Zoning
as
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County
E P TY SE
Summary Report
Property Information
Folio:
11-3101-023-0250
Property Address:
190 NW 100 TER
Miami Shores, FL 33150-1210
Owner
LUZ E LERA
Mailing Address
190 NW 100 TER
MIAMI, FL 33150 USA
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
2 / 1 / 0
Floors
1
Living Units
1
Actual Area
2,006 Sq.Ft
Living Area
1,123 Sq.Ft
Adjusted Area
1,466 Sq.Ft
Lot Size
8,025 Sq.Ft
Year Built
1940
Assessment Information
Year
2018
2017
2016
Land Value
$176,539
$176,539
$176,539
Building Value ^
$102,034
$102,034
$109,950
XF Value
$3,440
$3,483
$3,526
Market Value
$289,929
$282,056
$282,099
Assessed Value
$287,979
$282,056
$282,099
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes Cap
Assessment Reduction
$1,950
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values ('.e. County, School
Board, City, Regional).
Short Legal Description
BONMAR PK ADD A RE -SUB PB 24-71
W75FT OF LOTS 1 2 3 & 4
BLK 4
LOT SIZE 75.000 X 107
OR 12660-2170 0985 1
Generated On : 10/10/2018
Taxable Value Information
2018
2017
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$237,979
$232,056
$232,099
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$262,979
$257,056
$257,099
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$237,979
$232,056
$232,099
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$237,979
$232,056
$232,099
Sales Information
Previous
Sale
Price
OR Book -
Page
Qualification Description
10/24/2015
$100
29833-2699
Corrective, tax or QCD; min
consideration
10/21/2015
$320,000
29833-2707
Qual by exam of deed
09/08/2015
$100
29833-2701
Corrective, tax or QCD; min
consideration
05/02/2013
$200,000
28696-1534
Financial inst or "In Lieu of Forclosure"
stated
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:
l� b • lrrG
Miami Shores Vutage
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 2nd Ave Date:
Miami Shores, FI 33138
Re: Owner's Name: V z era.
Property Address: / qC 41, U/ 1Otl lerr,
Roofing Permit Number:
Dear Building Official:
I U Z v e ra • certify that t am not required to retrofit the roof to wa
ll connections of my
building because:
XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 19`I edition of the Sotfh Florida Building Code (1994 SFBC)
SignatuPrint Name
Via. P. `��dy e
o/D -31/ Y
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 day of ac -s-- / c;1-0(i
Notary Public, Sate of Florida at Large
t!a••"•,si4, MARICELACASTELLANOS
* Commission # GG 255384
Expires
oF rt.01" Bonaa erhru BucketN ary20 Somas
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constnrcted with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/2112009
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Applicatio
Section A (General informattonf
Master Permit No.
Contractor's Name
Job Address i 9
Pr+ota No.
924,14
o i ryes
&W /Di e r, i g,h4v
ROOF CATEGORY
it
❑ Low Slope ❑ Mechanically Fastened Tile Mortar$Adhpslve IistTlie • • • • , •
❑ Asphaltic ❑ Metal Panel/Shingles Wood thinglesIShakes. •
Shingles
0 Presort BUR-RAS 150 QCe � •
••••
fie Gas V Stacks? • •
•
YeS A . 14
ROOF TYPE 416001
Type: N�t46�p LP�X� 410• • •
4
• • 4.0 • •
.• •• ••••1 •
New Roof Re -Roofing ❑ Recovering ❑ Repair • 31 Alaintenartce •
• • . 4
• • • •
• ••••1 •
ROOF SYSTEM INFORMATION • •
•
••• • • •• • •• •
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) • • •
4//A 4 39/9 56
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of seceons and levels, clearly
Identify dimensions of elevated pressure zones and location of parapets.
minima' ill Illifilijlii111i 1iiiiii 1111 1111111!
i ' v MM. 1ppua 'ip■a.m aImamu■a■ra a■'par■a■■�■■
I IIN III111IiIII1 1u141111111111111111111111111i11111 IIIIIliikiiH im.
riJ om ■murninam■ as`■■amaaaartuaio/mmom.■■a aria■■miu ■ r.iu■I.mitiU•'iltra.
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!a■ UMW X INNI C*'litll■lllpil'l:lllllll■it'rllllllllll/iC:+'r■illll''1�.. ix l�6lpl
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_9
; II IcI ld`ii
Q
LL
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Q
W
Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer:
Miami -Dade County Building Department Electronic Application
Section D Sloped System Description
Tile Roof System
BORAL ROOFING PRODUCTS LLC
Notice of Acceptance Number (NOA):
18=0509.17
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: I -39.1
P 2:
681
P 3:
-100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 .. psf •.. • •• ....
Fill in the specific roof assembly components. If a component is not required, insert not applicable•(fda)•in the text'bex.
Roof Slope:
Roof Mean Height:
"/12"
ft.
Method of Tile Attachment:
--Adhesive 2 Small Paddy Polyfoam Polypro--
Altemate Method of Tile Attachment per NOA:
Drip Edge Size & Gauge:
Drip Edge Material Type:
Drip Edge Fastener Type:
- -3"!face 26ga.--
- Galvinized Metal-
1-1/4 RS NAIL 4"OC
Hook Strip/Cleat gauge or weight:
--Select Hook Strip --
Deck Type:
-5/8" Plywood. •
•
..•
Optional Insulation:
.. .•
•
•••
••••
. . .
.. .
• • .•.
Optional Nailable Substrate • •
[N/A
.
•• .
. . .
•• •
Optional Nailable Substrate Attachment:
Basesheet Type:
ASTM FELT 30# D226
Fastener Type for Basesheet Attachment:
11-1/4 RS NAIL & TIN CAP 1-5/8
Tile Underlayment (Cap Sheet) Type:
POLYGLASS TU MAX
Tile Underlayment Attachment Method:
SELF ADHESIVE
Tile Profile:
SAXONY 900 SLATE CONCRETE TILE
Section E 2
MIAMfDADE
'Delivering Excellence Every
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: -Sy. x X
P2: ti8.1 xX
P3:-100.7, xX
0.315
0.315
31.72I
- Mg:
- Mg:
- Mg:
770
7.70'
=Mr1:4.61
= Mr2:
= Mr3:
13.75
24.02
31.3
31.3
Method 3 "Uplift Based Tile Calculations Per RAS 127"
NOA Mf
• • •
Ndd Mf •
•
OA
• • • •
• •
• • • •
• •
•• . •
• •
•
• • • •
• •
• • • •
•'
•
• • •
• • • •
•
••••
• • •
•• •
• •
•
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are great4t'thi;rT ar equal to the Fr values, fog •
each area of the roof, then the tile attachment method is acceptable. • • •
P1:
P2:
P3:
xl:
xl:
xl:
X w:
x w:
xw:
- W:
- W:
- W:
x cos 0: = Fr1:
xcos 0:I=Fr2:
x cos 0: = Fr3:
• •
• • •
•• •
Where to Obtain Information to complete tile calculations
•• •
NOAF'
NOA F'
NOA F'
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Average Tile Weight
Tile Dimensions
Fr
W
I = length
w = width
Calculated
Product Approval (NOA)
Product Approval (NOA)
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
SCOPE: • •
• • •
•
This NOA is being issued under the applicable rules and regulations governing the use of copit -ij tjon mttGlieille. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pradudt•Jontrol 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•IMAltit Con4M1Vejtion
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve die ri?it to have this
product or material tested for quality assurance purposes. If this product or material fails to pertOrr i in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately re joke, mgdifyrer
suspend the use of such product or material within their jurisdiction. RER reserves the right•tg.rtvOke thisovccptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to mectt'he'
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.
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.16-0711.05 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino
MIAMI•DADE COUNTY
APPROVED
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
Deck Type: 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 dhigp pressure
values obtained by calculations in compliance with RAS 127 using the values listed in tlite installation section
herein. The attachment calculations shall be done as a moment based system. " ."".
•
•
• • •
2. PRODUCT DESCRIPTION
•
Manufactured by Test Pro ygt • g • .
Applicant Dimensions Specifications Descriptiop'
Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, hielf-P'e'ssure extruded •
Width = 13" concrete roof tile with two nail holes. Fr diict deck, •
thickness = 1-5/32" batten, mortar set or adhesin get $pplicatigns. • •
•
Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure eftiuded
Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck,
thickness = 1-9/32" batten, mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
1. Complete tile brushed
2. Right half brushed (shown in drawing)
3. Left half brushed
4. No brush
Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded
Width = 13" concrete roof tile with two nail holes. For direct deck,
thickness = 1-9/32" batten, mortar set or adhesive set applications.
Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof
Width: varies pieces for use at hips, ridges and rakes.
varying thickness
MIAMI•DADE COUNTY
APPROVED
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 2 of 9
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
2.2 EVIDENCE SUBMITTED:
Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Atlanta Testing &
Engineering, Inc.
Celotex Corporation
Testing Service
Celotex Corporation
Testing Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
American Test Lab of
South Florida
MIAMFDADE COUNTY
APPROVED
Test Identifier
94-084
94-060A
25-7183-6
25-7183-5
25-7214-1
25-7214-5
Project No. 307025
Test #MDC-77
7161-03
Appendix II & III
Letter Dated Aug. 1, 1994
P0631-01
P0402
R1.894/R2.894/R3.894
520109-1
520111-4
520191-1
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Evaluation Calculations
RT0617.04-16
Test Name/Report
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing TAS 101 • • •
(2 Quik-Drive Screws, Direct Decal) •
Static Uplift Testing TAS 102
(2 Quik-Drive Screws, Battens]
Static Uplift Testing TAS 102 • • • • •
(1 Quik-Drive Screw, Direct Decj�),.•.
Static Uplift Testing TAS 1020.6..6
(1 Quik-Drive Screw, Battenst •
Wind Driven Rain • •
TAS 100
•
• •
.. •
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Physical Properties
TAS 112
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
25-7094
25-7496
25-7584/25-7804b-8/25-7804-4 & 5
25-7848-6
25-7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moments Due to Gravity
TAS 112
Date
May 1994
March, 1994
• •
VI:.169.95
....
•
Fdtf.'1' 95
•
Mgtelt,:1995
Maaroh; 4)95
Qgt. J994
•.. .
•
D. 1991
Aug. 1994
July 1994
Sept. 1993
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December 1996
March 1995
09/01/16
April 1999
09/01/16
06/29/16
•
•
•
•
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 3 of 9
PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016
COPO-002-02-06 TAS 101 10/12/2016
COPO-002-02-05 TAS 101 10/12/2016
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Buildiig Code
Compliance Office for review. • .
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Star lards listed • •
•
section 4.1 herein.• • • • •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the WM slope unl1ss stated •
otherwise by the underlayment material manufacturers published literature. • •
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be.in compjiguce wit11.:.. •
the applicable Building Code. •„•
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed rn 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 (1 x w )
Tile Profile
Weight-W (Ibf)
Length -I (ft)
Width-w (ft)
Saxony 900
Slate, Shake & Split Shake
10.9
1.417
1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
X (ft3)
X (ft3)
Profile
Batten Application
Direct Deck Application
Saxony 900
Slate, Shake & Split Shake
0.291
0.315
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Saxony 900
Slate, Shake &
Split Shake
Direct Deck
Direct Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
MIAMI DADE COUNTY
APPROVED
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 4 of 9
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Mechanically Fastened Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Saxony 900
2-10d Ring Shank Nails
30.9
38.1
17.2
Slate, Shake & Split
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Shake
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7
• 24.4
1-10d Smooth or Screw Shank Nail (Field
24.3
.24.3. .•
• • • 2'4.2 .•
Clip)
'•.' .
••••
1-10d Smooth or Screw Shank Nail (Eave
19.0
49.0.. •
•...2•2.1 • •
Clip)
.
2-10d Smooth or Screw Shank Nails (Field
35.5
35.6.
.34.8 :•
Clip)
'•.••' •
••
2-10d Smooth or Screw Shank Nails (Eave
Clip)
31.9
•34.9• •
• .
•• • ••
•. •.32.2 • •
. •
••• • ••.
Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf):
for Two Paddy Adhesive Set Systems : ••'.
..• ••Tile
• •
: .
Profile
Tile Application
Minimum Afta tuhent
Resistance
Saxony 900 Slate, Shake & Split Shake
Adhesive'
31.3
59
28'3
4
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.
Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
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
118.9 3
40.4 4
DAP Products Touch N' Seal Storm
Bond 2 two -component foam
93 5
45 6
3 Large paddy placement of 45 grams of Polyset® AH-160.
4 Medium paddy placement of 24 grams of Polyset® AH-160.
5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams.
6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams.
MIAAMI-DADE COUNTY
APPROVED
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 5 of 9
• • • •
•
•
•
••.
•
.••
•
••
•
•.
• .•
•
•
•
• • •
•
• • •
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
Mortar Set6
43.96
7 Tile-Tite Roof Tile Mortar • .
5. LABELING
• •
• • •
•• •
•
••••
. .
•...
•
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's fa i e •or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved'; • • • •. •
•..••
.
• •
.• .•
• . .
• •
• •
•
..
.• •
•.•.
• • .
.• •
• •
. •
•
•
.••
•. . • .
• . .
LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT)
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.
PROFILE DRAWINGS
MANMADE COUNTY
APPROVED
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 6 of 9
NAIL HOLES
17"
MIAMI.DADE COUNTY
APPROVED
UNDERLOCK
I
SAXONY 900 - SLATE
13"
....
. .
. .
.. ..
1- 524 (Slate)
•
.•
....
. .
COtERLOC...
. .
•
• •
. • •
▪ .
.
• • •
• •
• •
• • •
•• •
•• •
• • •
• •
•
•
•
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 7 of 9
NAIL HOLES
17"
PROFILE DRAWINGS
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
MANMADE COUNTY
APPROVED
13 "'
.
• ..
.. .
•
.
.
. .
• • .
•. • .
. . .
.
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 8 of 9
NAIL HOLES
17"
MIAMI-DADE COUNTY
APPROVED
PROFILE DRAWINGS
SAxoNY 900- SHAKE
END OF THIS ACCEPTANCE
13"
• .
• • .
• • •
•• • ••.•
• •
•••••
•••.
•
• .
•
• .
.
• •
-tti32" (S�fiak'e?
••
•• •
• • •
•
• •
•
• •
NOA No.: 18-0509.17
Expiration Date: 04/26/22
Approval Date: 08/02/18
Page 9 of 9
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.2ov/economy
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 Produ .t Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the'tfght'to have•t1t'1S •
product or material tested for quality assurance purposes. If this product or material fails to Ot'fbt&in the a'c'ct ited
•
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rev oTce, modify or •
suspend the use of such product or material within their jurisdiction. RER reserves the right to . •yoke thi/ aeceptance,
if it is determined by Miami -Dade County Product Control Section that this product or materiA fails to mee4 YIIg
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida$tilding Code
including the High Velocity Hurricane Zone of the Florida Building Code. • •
DESCRIPTION: Polyglass Polystick Underlayments
• •
• • •
•• •
•• •
• • •
•. •
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 and revises NOA No.15-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino.
MIAMIDADE COUNTY
APPROVED
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick IR-Xe
Manufacturing
Location #1 & #2
Polystick Dual Pro
Manufacturing
Location #2
Polystick Tile Pro
Manufacturing
Location #2
Polystick TU Max
Manufacturing
Location #1 & #2
Polystick TU P
Manufacturing
Location #2
Polystick TU Plus
(Surface Printing)
Manufacturing
Location #1 & #2
Polystick MTS
Manufacturing
Location #2
Polystick MTS Plus
Manufacturing
Location #2
Elastoflex S6 G
Manufacturing
Location #2
MIAMI-DADE COUNTY
APPROVED
Dimensions
65' x 3'3 3/8"
Or65'x3'
60 mils thick
61' x 3'33/8"
60 mils thick
61' x 3'33/8"
60 mils thick
65'8" x 3'3-3/8"
60 mils thick
32'10" x 3'33/8"
130 mils thick
65' x 3'33/8"
80 mils thick
65'8" x 3'33/8"
60 mils thick
65'8" x 3'33/8"
60 mils thick
32'10" x 3'3 3/8"
Test
Specification
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103
TAS 103
TAS 103 and
ASTM D 6164
Product
Description
A fine granular/sand top surface self -adhering, APP
polymer modified, fiberglass reinforced, bituminous
sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice & rain shield.
• •
A rubberized asphalt self -adhering, glass-filvilpelyester
reinforced waterproofmg membrt.:DesignedA,s a
metal roofing and roof tile underla ent. • • . • • .
• • •
A rubberized asphalt self -adhering. glass-filler/polyester.
reinforced waterproofing memlSwe. Desigde? M meta....
•
roofing and roof tile underlayment, • • • • • •
• • ••
•• •• •• •
A rubberized asphalt self-adherjyg,pglyester reinforced
•.
•
waterproofing membrane. Designed 3s a a roof the
underlayment. •
•
•
••
•
•
•• • •• • •
A rubberized asphalt waterproofing membrf.1ie, Nfss-
fiber/polyester reinforced, with a granular surface
designed for use as a tile roof underlayment.
A rubberized asphalt self -adhering, glass-fiber/polyester
reinforced waterproofing membrane. Designed as a metal
roofing and roof tile underlayment.
A homogeneous, rubberized asphalt waterproofing
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
A homogeneous, rubberized asphalt waterproofing
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polyester reinforced, SBS modified bitumen membrane
with a sanded back face and a granule top surface. For
use in roof tile underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
•
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test A2encv Test Identifier
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
P10870.09.08-R1
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.10.11
P40390.08.12-2
P37590.07.13-1
P45270.05.14
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC 10130.06.16-3
PLYG-10130.06.16-1
PUSA-035-02-01
PUSA-055-02-02
PUSA-089-02-01
JX20H7A
RX 14E8A
DX23D8B
DX23D8A
Test Name/Report
TAS 103
TAS 103/ASTM D4798 & G155
ASTM D1970
TAS 103
ASTM D 1623
TAS 103/ASTM D4798 & G155
TAS 110/ASTM D4798 & D1970
ASTM D 1623
ASTM D6164 : . • .
TAS 103, TAS 110 &ASTM t•162'3
ASTM D1623
TAS 103 & TAS 110 ....
ASTM D 1970 & TAS 1.1r0r.. •
TAS 103 & TAS 110 •
ASTM D1970 & TAS 11U • •
•
TAS 103 .•
•
TAS 103 •
•
TAS 103/ASTM D4798 & QP55 •
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
Date
12/04/08
04/13/09
07/01/10
03/02/11
04/26/11
09/01/11
10/19/11
: DS[QZ/ 12
• 07/02/13
• M7f2'14
1NO3/14
.10/(17/14
:1b71`'14
• 96 ?7/16
08/27y16
• 09/29/06
• 12/10/07
. O70109
••
•
04/01/08
11/09/09
02/18/10
02/18/10
•
•
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's 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.
MIAMI.DADE COUNTY
APPROVED
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 materials.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1:
Deck Description:
System Type E(1):
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
Deck Type 1:
Deck Description:
System Type E(2):
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
Deck Type 1:
Deck Description:
System Type E(3):
Anchor/Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
MIAMI-DADE COUNTY
APPROVED
Wood, non -insulated
Min. 19/32" plywood or wood plank
Anchor sheet mechanically fastened to deck, membrane adhered
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered.
See General Limitations Below.
Wood, non -insulated
Min. 19/32" plywood or wood plank
Anchor sheet mechanically fastened to deck, membrane adhered
One or more plies of ASTM D 226 Type II or ASTM D 2626.
•
•
• • •
... ....
• .
....
•
.... •
• .... •
. .
•
•
•
.
.
.
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a i 4njAum 4" hem lap. (foi.;..'
•
base sheet only) '•
Elastoflex S6 G, hot asphalt applied
See General Limitations Below.
• . •
•
.
. •
• .
.. .
.
.
.. .
. . .
..•
.
Wood, non -insulated
Min. 19/32" plywood or wood plank
Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Polystick TU Plus, self -adhered.
See General Limitations Below.
•
•
•
.
•
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
.
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall
be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the
roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code.
4. 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.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention
to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly c irrent Product Control,
Notice of Acceptance. 4'. • • • • •
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The 11aing tape s114.l1 be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer pij)plystic% shall be
applied over the underlayment. • .. • • . •
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
• •
.. •.
• . .
....
. • •
.. •
•
•
•
•
. .
•
••
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polk.trek NITS fins may be
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems• 1'q arry
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (Days_)
MTS
IR-Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
MIAMI•DADE COUNTY
APPROVED
.
Rule 61 G20-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile
Profile
Polystick
MTS
Elastoflex
S6 G
Polystick TU Plus,
TU P, Tile Pro,
Dual Pro
Polystick
TU Max
Polystick
MTS Plus
. •
System (E3)
MTS.PIus.with
• Tr F1 .
Flat Tile
Prohibited
without battens
4:12
6:12
6:12
5:12 • •
•
• 4.:1 ,
•
Profiled
Tile
Prohibited
without battens
4:12
6:12
6:12
4:12 ....
•
46:12.
•
•
0•••
The above slope limitations can be exceeded only by using battens in accordance with the •ApProved`):iJ. 'stem
Notice of Acceptance and applicable Florida Building Code requirements. When batterahe•nequired, they shall
be utilized during loading and installation of tiles. • •
10. Care should be taken during the loading procedure to keep foot traffic to a minimum andtpvpid dropping of • •
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure .-.t tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for
all underlayments except Polystick MTS which shall be loaded onto battens.
•
.•
.
....
.
•
0
0
0
CO
N
OL'iST1CKTU Plt13
MIAMI.DADE COUNTY
APPROVED
(6 Max. Per Stack)
12
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECelat IPPLICAT4 NS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMETVATION•
S! • • • •
.
•
.
1. Polyglass does accept the direct application of Polystick underlayment membranes to wf'o'd'dacks. 1 i talbars are •
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is aaRtable. • •
Please also refer to applicable Product Data Sheets of the corresponding products. •
• • • •• . • •• •• • •
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edgQ %n ;as per Polyglass •.
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum l %" i'hetal dickas.
• required in Miami -Dade County or simplex type nail as otherwise allowable in other reiions, it a mmkmum rate •
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para L,v'ar'" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being
back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be
taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified
Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
MIAMI.DADE COUNTY
APPROVED
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association (NRCA).
•
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEAFIt i PPLICAT QNS. •• •
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMEWMTIONS! • • • •
• • •
END OF THIS ACCEPTANCE •••
•:::•• ..•••�•
MANMADE COUNTY
APPROVED
••••
• • • ••
••• •• •• •
•
• •
• •• •
••
• • • • •
• ••
•• • •• • • •
• •
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
MIAM
................
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ICP Adhesives and Sealants, Inc.
12505 NW 44th Street
Coral Springs, FL. 33065
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www.miamidade.Eov/economv
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 Count): Product Cofitrol Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right fo have, flfi product
or material tested for quality assurance purposes. If this product or material fails to perform in e; �cepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mQcjy, or suspend the use:
•
•
•
•
of such product or material within their jurisdiction. RER reserves the right to revoke Jais.'dcceptpee,•rf it is
determined by Miami -Dade County Product Control Section that this product or material fail 94o+naet the requirement%;.. •
of the applicable building code. • • • • • ' '..'
This product is approved as described herein, and has been designed to comply with tlje V' orida 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
APPROVED
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
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
ICP Adhesives
Polyset®AH-160
ICP Adhesives Foam
Dispenser RTF1000
ICP Adhesives ProPack®
30 & 100
Dimensions Test
Specifications
TAS 101
N/A
N/A
N/A
Product E,epription •
••.•
•
....
Two component polyttt8t12dne foam adhesive.
•••.
•
•
•
Dispensing Equipment
.. ..
Dispensing Equipment
•.
• •
•
..
.. •
•
• • • •
• • •
•
•
.. .
• . •
•• •
PRODUCTS MANUFACTURED BY OTHERS:
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:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -4.0° 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.
MIAMIDADE COUNTY
APPROVED
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2of11
EVIDENCE SUBMITTED:
Test Agencv
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
257818-1PA 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/Mil
•
• •
• . .
01-6743-011 ASTM E 108 •••
11ti1t794.
01-6739-062b[1] ASTM E 84 • 01/16•/P
7050.02.96-1 TAS 114 • • • •. • 0311•4/96•
P36700.04.12 ASTM D 1623 •04/1.8 • ✓12
•
P39740.02.12 TAS 101 02/21./12.
• • • •
TAS 123 . • •
•
528454-2-1 TAS 101
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
• • • • • 1 d/23/98
..• . .. .
• . .
..• .
•
•
•
•
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.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-0322.03
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. The adhesive
attachment data is noted in the roof tile 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 leaving
jurisdiction.• •
•
.... •
•
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before•�ppJication •
of any adhesive. The mix ratio between the "A" component and the "B" component shab1.1 tintained between . •
1.0-1.15 (A): 1.0 (B). .... . . . •
•6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser l+t•
�}'1.000 or 1�CP •
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 A +iesi oes
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.
MIAMI•DADE COUNTY
APPROVED
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
Area
Minimum Paddy Gram
Weight
Eave Course - Flat, Low, High
Profiles
AlI Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
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
head of tile 9-11 sq. inches at
overlap
12 grams per paddy
• •
• .'• •
•• • ...•
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
edge) 20-25 sq. inches each
bead
• • • 4gram; per bead .
• •
•••• .•
•
•
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
• •: 54 rams enter 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 tlfe 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.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
•
ADHESIVE PLACEMENT DETAIL # 1
Nati through plastk cement Padciyf[Sane tiT ri
tatun required!, r'
Undertsyrmoni
Battens optional '
rave Course,
Errs Closure
Nall ihroughptastic cement
!when required)
10 irsar
2IILwld•
s optional
Noll shrouglh
9tI erne
Corium r+egrircdt
t&sr ertuyrn+.rtt
Battens
optional
9TIocusts itrI
cd
Drip edge
Fascia
ale
MIAMI•DADE COUNTY
APPROVED
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 cm2) square inch adhesive
contact with the underside of the tile.
• ••
• • • •
•
•• • •.•• •
•
•••••
• • • •
Medium Profile / Double Pau f le • •
• •
•
1. Starting at the eave course v.1,1y a minimum 2" •
(50.8 mm) x 10" (254 mnn)x•1"' (25.4 ice) f am
paddy onto the underlaynletft.linsitioned as shown • •
under the pan portion of the the close449 j •
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.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 nun) 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 6of11
ADHESIVE PLACEMENT DETAIL # 2
Neil through plastic ce+mene
(when required)
-_PaiidyRBenrdthTN)
MIAMI DADE COUNTY
APPROVED
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 iowi� under . • •
strengthening rib closest to the ptejlock of the ile •
being set. •••••• •
•
•
3. Continue in same manner. Iilsureiapproximately 10"
(64.5 cm2) - 12 (77.4 cm2) sgd�it•inch adhesive
contact with the underside o?i •tQe. • • •. • •
•• • ••• •
• •
Medium Profile / Double Pan Tile • •
• • • • •
•• • •• •
1. Starting at the eave course, apply a minisi' (50.$
•
• •
• •
• •
• •
•
•
•
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 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)
MIAMI•DADE COUNTY
APPROVED
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 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 gpto the
underlayment positioned as 9howx under Me
portion of the tile closest to the•ovarlock oi: trlacle
being set. • • • • •
•
.•
• • •
3. Continue in same manner. Ii.sure approxihaate4 17" • •
(109.7 cm2) - 19 (122.6 cm21$q$ are inch adhesive
contact with the underside of jllg file. •
. • .
• •
• •
• • •
•• •
•
•
•
• • •
•
••
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Nail through plastic cement Paddy Cbetween tiles)
}when required)
Battens opdona
4x4in.
vF. SF
Single paddy
on underlayment
under tile)
lave Closure
Flat/Low Profile Tile
Nall through plastic cement
[when required)
Se pad
onDtop oft&dy
epaddy en
tlayment
Eave Course
MIAMI•DADE COUNTY
APPROVED
e paddy under tae
Medium Profile Tile
P dddy[between tints}
/ Paddy [under )let
Eave Closure
1. On the eave course only, 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 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 in2 (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x4"(te1.6 min.).x 1" (25.4
.•
mm) foam paddy onto th ijilcerlaymei�t >:st below '
the second course line pasitibeed foam paddy •
under the strengthening rib fpr flat tile, or ynder tlr • • • •
pan portion of the tile, crowstato the uriderteck for
•
the second course tile to irirsXalled.. h sire '
approximately 8-9 in2 (5'1'6-'S'8.1 cm2)trf adiesive•
•
contact with the undersi$e'a ''tie 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
I
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through ptasric ae Single paddy u�ertite
when requ ed)'
MIAMIDADE COUNTY
APPROVED
High ProflteTite
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3 "
(19 mm) paddy on top of the cave 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 cm2) - 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.
• •
• • •
•• •
•
• • • •
• •
••••
• •
•• ••
• • •
• • • •
•
••••
• •
• .••
•
• •
•
• • • •
• • •
• • •
• •
• • •
•• •
•
•
•• •
• • •
� •
• •
•
•
• •
� •
•
•
• •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
a
t
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in.
in contact with the pan tile.
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.
Undelayinent.
Eave closure
(motar shown)
Weephole Fascia Board
Steep pitch applications
(when required)
Sheathing
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
MIAMI•DADE COUNTY
APPROVED
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 cm2) — 70:(4i51i6 cm2)
square inch adhesive oontaet•with the underside
•• • ••••
of the pan tile. •
•
.•
3. Turn covers upside dow9 posingthe ;ndersic&e. • • •
of the tile. Apply a mirialmii 1" (2V 4 M ) x 1 a"
(254 mm) bead of adhe•sive directl•art the inner • ; • • •
edge of each side of the cover tile. save: .. •
approximately 3/4" (j9 t4Zi:tij to 1" (25!4 mm) •'
from the outside edg of the tile, i lyv�r4,,free of '
:
foam to allow for expa.nstol. •
•• • • •
•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
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS.. NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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.
• • •
2. Renailing wood decks: When replacing roofing, the existing wood roef deck,nta't ve to ••
be renailed in accordance with the current provisions of
concealed prior to removing the existing roof system).
4. Exposed Ceiling: Exposed, open beam ceilings are where the tracks& of thQ,rpef flecking,
•can be viewed from below. The owner may wish to maintain the architectural ato-pearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the€pt on oh
maintaining the appearance.
••••• • •
• •
•
• •
• • •
• • •
•• • •• •
• • •
•• •
Overflow scuppers (wall outlets): it is required that rainwater flows off so that the roof is
not o -oaded 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 ac .rdance_with the requirements of Sections R4402, R44$3 an4413.
-br !Y � 1 1) /7
Owneie s Signature Date Contractor Signatu e Date
IgDNW /DO7Prr•
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
� •
•
•