RF-20-227%
4 90"&� A.
INGIAIIRING
4225 SW 71 Ave, Miami FI 33155
Tel: 786-398-9179 Fax: 786-800-2627
a roofinspectionigmail.com
LAB CERTIFICATION #16-0510.15
SITE SPECIFIC INFORMATION
UPLIFT TEST — TAS #106
03/05/2020
Roofing Contractor TOP SEAL SERVICES CORP
Job Address 720 NE 101 ST ST Miami Shores, FL 33138
Owner's Name ALLAN KELLEY
Type of Tile FLAT 13"
Approximate Roof Height 20 feet Roof Pitch 4/12
Approximate Square Footage of Roof 30 ft2
Date Tested 03/04/2020 Number of Tests 70
Contact Name ROLANDO
Permit # RF-01-20-227
Date Installed
Type of Access to Roof LADDER
Required Testing Force 35 Lbs
Testing Equipment F.G.E.100
Phone # 305-986-3270
LOCATION
# OF TEST
PASS
# OF TEST
FAIL
Corner
11 Tests
11 Pass
Test
Fail
Perimeter
17 Tests
17 Pass
Test
I Fail
Field
30 Tests
30 Pass
Test
Fail
Ridge
TOTAL
l
12 Tests
70 Tests
12 Pass
70 Pass
Test
0 Test
Fail
0 Fail
IN ACCORDANCE WITH THE CRITERIA OF PU010001 PA 106, THIS ROOF ASSEMM Y HAS PASSED THE s1A1P: 1IVI IFT QUALITY CONTROL TEST THIS TAS 106 TEST HAS BEEN PFRFORMED IN FULL ACCORDANCE 10 THE
PEQLIIREMFN iS OF DADE COUNTRY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANI EEO IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT 17 15 NOT VAI ID FOR INSURANCE CLAIMS.
•sue' 1
Q-5'�
'0
�Yi~tj 4Tt tT, L�2YVA
',
•
1 ......
P5,6.7416
qli:
Job Address 720 NE 101ST ST Miami Shores, FL 33138
Permit Number RF-01-20-227
Roof Drawing
24 Im 26
70 28
h67
53 52
42 4�
51 55
56
21
t
43
� � 59 57
47
61
49
50
948 58
63
is JA 62
46
Lt7 15
16
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 02/18/2020
Location Address Parcel Number
720 NE 101ST ST, Miami Shores, FL 33138 1132060172210
Contacts
Permit NO.: RF-01-20-227
Permit Type: Roof
Work Classification: Tile'
Permit Status: Approved
Expiration: 07/29/2020
ALLAN KELLEY Owner TOP SEAL SERVICES CORP Contractor
720 NE 101 ST, MIAMI SHORES, FL 331382469 RONALD MEDINA
Business: 3057547844 ronaldm@topsealservices.com
Inspection Requests:
Description: RE ROOF TILE Valuation: $ 25,000.00 305-762-4949
Total Sci Feet: 30.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$15.00
DBPR Fee
$3.75
DCA Fee
$2.50
Education Surcharge
$5.00
Roofing Fee
$200.00
Scanning Fee
$9.00
Technology Fee
$6.25
Total:
$291.50
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$291.50
Check # 1004
02/18/2020 $291.50
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 cd zoning. Futhermore, I authorize the above named contractor to do the work stated.
on "an
Authorized Si�teHrrOwner / Applic*t / l�Contractor / Agent Date
February 18, 2020 Page 2 of 2
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 02/18/2020
Location Address Parcel Number
720 NE 101ST ST, Miami Shores, FL 33138 1132060172210
Contacts
Permit NO.: RF-01-20-227
Permit Type: Roof
Work Classification: Tile
Permit Status: Approved
Expiration: 07/29/2020
ALLAN KELLEY Owner TOP SEAL SERVICES CORP Contractor
720 NE 101 ST, MIAMI SHORES, FL 331382469 RONALD MEDINA
Business: 3057547844 ronaldm@topsealservices.com
Description: RE ROOF TILE Valuation: $ 25,000.00 Inspection Requests:
Total Sq Feet: 30.00 11
Fees
Amount
Application Fee - Other
$50.00
CCF
$15.00
DBPR Fee
$3.75
DCA Fee
$2.50
Education Surcharge
$5.00
Roofing Fee
$200.00
Scanning Fee
$9.00
Technology Fee
$6.25
Tota I :
$291.50
Applicant Copy
Payments
Date Paid Amt Paid
Total Fees
$291.50
Check # 1004
02/18/2020 $291.50
Amount Due:
$0.00
For Inspections, Call (305) 762-4949 or Log on at hops://bidg.miamishoresvillage.com/cap/.
Requests must be received by 3pm for following day inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,
public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES.
February 18, 2020 Page 1 of 2
� Miami Shores Village MTERED
Building Department JAN 31 2020
g p
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY%
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 , k"
FBc 201 lV,'' ,
BUILDING Master Permit No.(Zf-oI 'Zo -22q
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1 2 0 1 1 E 1 blsi �'s��
City: Miami Shores County: Miami Dade Zip: m lJO
Folio/Parcel#: -3uVorl-221 D Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: I /�Flll000d Zone: / �,// BFE: ? FFE:'l
OWNER: Name (Fee Simple Tit holder): , 1 l� i l e Q 1�4�Gt�Y--f6141
�! ho1i J �'7b�
Address: MM72 E 01 4 2
City: / 60i s4dfrs State: Zip:'33k9
Tenant/Lessee Name: Phone#: `%
Email:
CONTRACTOR: Company Name: --Fop S`�� ` Phone#: *30 '(fk '37—
Address: b *-3CA�) s:-& S
City: �/�-n�C L State: '� �-- Zip:
331 Z `-1
Zo Qualifier Name: (o,-) �`��� Phone#: -301- 5.60 3-Z-7 d
State Certification or Registration #: C-C� Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: J l,s
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work:
— (LCC4- —Ft V
1,
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
C�o-t
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $
DBPR $
i
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 2—'=� 1 - 45O
-:) C=7 ( ,
4
1C to • 9 i
Bonding Company's Ndme (if applicable)
Bonding Company's Address
• -
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lende`r'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 a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In t bsence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER o AGENT
The foregoing instrument was acknowledged before me this
L'L day of 20 2 D by
MAIL 1491 Th=spersonally known to
me or who has produced as
identification and who did take an oath.
The foregoing instrument vlas acknowledged before me this
day of 3 20 Z d , by
who is personally known to
me or who has produced
identification and
take-WQath.
as
NOTARY PUBLIC• NOTARY PU
Sign: Sign:
Print: W L�LZG�}Nc) Print:
0-a
WENDYLEZCANO
Seal: i+Notary Public -State of Florida Seal:
•MICHAEL MARTINEZ
^Commission a GG 14286s •"''.;My Comm. Expires Sep 13,2021 MY COMMISSION# GG041319
Bcrded tt•rcuci, hadcral NclaryAssr.
Zd' EXPIRES October 24, 2020
APPROVED BY rl v - — Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Client Information: Customer Information:
Top Seal Services Residential Roof Report
Ph: 305-986-3270 720 NE 101st St, Miami Shores, FL 33138 Order Number:100020081
Email: ronaldm@topsealservices.com Monday, January 13, 2020
Length Plan
Legend
Eaves = 281ft
26' S"
I�
61 16' 7"
o�
I
18' 7'
1 b
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o
10' 1' 1
N
IN
^0 I
IN
I
22' 11' I b
42'
14'
I �
I <N"
39' 2"m
6' 14'
:n
14' 8"
Rakes = 64ft Ridges = 74ft Hips = 108ft Valleys =37 ft
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Apron Flashing= 34 Step Flashing= 63 Parapet Length = Oft
0:0 . . . . ... . .
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Powered by Aerial Estimation (www.aerialestimation.com) RER�fI
Tile Roof System
MIAMN
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer: BORAL
Notice of Acceptance Number (NOA): 18-0814.02 • • • •
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): •
...... %
.... .
P 1: 49.1 P 2: 68.1 P 3: 100.7 • .... • 0 .
.
Maximum Design Wind Pressures, (From the NOA Specific system): 31.1 psf 000000
Fill in the speck roof assembly components. ff a component is not required, insert not applicable{hAa) in thAe*M ox.
Deck Type: —5/8" Plywbod— •
Roof Slope: '712"
Roof Mean Height: 18 ft.
Method of Tile Attachment:
--Adhesive, 2 Small Paddy Polyfoam Polypro--
Alternate Method of Tile Attachment per NOA:
N/A
Drip Edge Size & Gauge: --3" face 26 ga.--I
Drip Edge Material Type: Copper --
Drip Edge Fastener Type: 1 1/4" RING SHANK NAIL
Hook Strip/Cleat gauge or weight: --n/a-
Optional Insulation: see*
N/A
Optional Nailable Substrate:
N/A
Optional Nailable Substrate Attachment:
N/A
Basesheet Type:
30 #
Fastener Type for Basesheet Attachment:
1 1/4" RING SHNAK NAIL
Tile Undedayment (Cap Sheet) Type:
POLYGLASS TU MAX
Tile Underlayment Attachment Method:
SELF ADHERED
Tile Profile:
SAXONY 900
Section E
MI®Miami -Dade County HVHZ Electronic Roof Permit Form
•
"Delivering Excellence Every Day"
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
ease
For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf!mlf t he•Mf values are • • • • • • •
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is aCdbptalble. ; • e a ; ' •
.ease . ..e..e
eaeeee s e
P 1: 49.1 X 315 = 15.46 _ M 7.63 = Mr1: 7.83 5 31.3jd e'
.... .. .. .....
g • e
P2: 68.1 XA 315 = 21.45 -M 7.63 =Mr2: 13.82 5 31.3 ;.•.;0
.. .. . ......
P 3: 100.7 X A .315 = 31.72 - Mg: 7.63 = Mr3: 24.09 5 313 A: � • ' • .. • • � .
Method 3 "Uplift Based Tile Calculations Per RAS 127" s • • • • • • • • • •
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
each area of the roof, then the tile attachment method is acceptable.
PI: ®X1:
=®Xw:®=
-W:®=®
XCos 0:Fr1:O:5
NOA F'
P2:®X1:
Xw:®=®-W:�=�
XCos t3:®=Fr2:
5NOA F'
P3:®X1:�=®Xw:®=�-W:
=®
XCos 0:®i=Fr3:
:5
NOAF'
Where to Obtain Information to complete tile calculations
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
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
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
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
„v = width
Product A NOA
Approval (NOA)
MADEMIAMI-
I
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing LLC
7575 Irvine Center Drive #100
Irvine, California, USA 92816
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.mismidade.aov/economy
. . ........ .
. . .
......
....... . ......
SCOPE:•
This NOA is being issued under the applicable rules and regulations governing the use of ;80101ff0*fctionjhatp*ls. The •
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pro$W ControMed1ton to bN
.... .....
. .
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi ct�on JAHJ). • • • • • 000000
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cour"Y.t'bliuct Condol Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve ttie right io "have this • • •
product or material tested for quality assurance purposes. If this product or material fails tQgerform ineft.accept;d•••;
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rnddify, 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-Slate & Saxony Split Slate, Saxony 900- Shake & Saxony 900-Split Shake -
Flat Profile 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 19-0207.02 consists of pages 1 through 8.
The submitted documentation was reviewed -by Freddy Semino a
d1%P_ NOA No.: 19-0814.02
MIA MADECOUNW Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE 0000
see
This approves a roofing system using Saxony 900-Slate & Split Slate, Saxony 900- Shdlte & Sax4ny.400- Split
• •
Shake as manufactured by Boral Roofing LLC, in Okeechobee, Florida as described in Ve-4i" n 2 of thi§ Notice or •
......
Acceptance. For locations where the pressure requirements, as determined by applicable:** Cpde does rp*
exceed the design pressure values obtained by calculations in compliance with RAS 127'using'the vaJwes3istedin*
..
section 4 herein. The attachment calculations shall be done as a moment based system. • • • • • • • • • • •
......
.. .. . ......
2. PRODUCT DESCRIPTION
Manufactured by Dimensions
Applicant
Saxony 900-Slate & Split L =17"
Slate, Saxony 900- Shake W =13"
& Saxony 900- Split H = 1.19"
Shake Thickness:.70"
. . .. . ......
Test Prpdgct, ' • '
Specifications Descfi )tidn
•...
TAS 112 Flat, Type 3a interlocking Class III, concrete tile
equipped with two nail holes. For direct deck or
battened nail -on, mortar or adhesive set
applications.
Trim Pieces L= varies TAS 112 Accessory trim, concrete roof pieces for use at
W = varies hips, rakes, ridges and valley terminations.
Varying thickness Manufactured for each tile profile.
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Description Manufacturer
(With Current NOA)
ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants, Inc.
foam adhesive.
TILE BOND' Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Bonsal Roof Tile Mortar
"Quikrete" Roof Tile Mortar, FL-15
Single component polyurethane
foam roof tile adhesive.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged gray roof
tile mortar.
2.2 MANUFACTURING LOCATION
1. Okeechobee, Florida
The Dow Chemical Company
Bermuda Roof Co. Inc.
Bonsal American
The Quikrete Companies, Inc.
NOA No.: 19-0814.02
MIAMFDADECOUNTY Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 2 of 8
'2.3 SUBMITTED EVIDENCE:
Test Aeencv
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03 Appendix III
PA 102 & PA 102(A)
Dec. 1991
7161-03 Appendix II
PA 108 (Nail -On)
Dec. 1991
Letter
PA 108 (Nail -On)
Aug. 1994
P0631-01
PA 108 (Mortar Set)
.ayly 1994
P0402
Withdrawal Resistance Testing of screw
' Sapt' 1993..6494
vs. smooth shank nails "••"
0
•
......
. ......
The Center for Applied
94-060A
PA 101 (Mortar Set) •""'
Match, 1994....:
Engineering, Inc.
94-084
PA 101 (Adhesive Set) .•
•) ft:1994 ,
25-7094-2
PA 102 ,,
•
1994 ..;..•
(4" Headlap, Nails, Direct Deck. T1tw'
��Oct
:""' ......
Construction) ......
•
25-7094-8
PA 102 (4" Headlap, Nails, Battens) :
; •Qct' a 994 • .. • •'
25-7094-5
PA 102 (4" Headlap, Nails, Direct Deck,
' OV 1994 :....:
Recover/Reroof) ' "
0000
" • 0
25-7183-6
PA 102 (2 Quik-Drive Screws, Direct
Feb. 1995
Deck)
25-7183-5
PA 102 (2 Quik-Drive Screws, Battens)
Feb. 1995
25-7214-1
PA 102 (1 Quik-Drive Screw, Direct Deck)
March, 1995
25-7214-5
PA 102 (1 Quik-Drive Screw, Battens)
March, 1995
Project No. 307025
PA 100
Oct. 1994
Test #MDC-77
Celotex Corporation Testing
520109-1
PA 101
Dec. 1998
Service
520111-4
PA 101
March 1999
520191-1
PA 101
March 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
October 2007
Calculations
Moment of Gravity
August 2007
Calculations
25-7094
February 1996
Calculations
25-7496
April 1996
Calculations
25-7584
December 1996
Calculations
25-7804b-8
December 1996
Calculations
25-7804-4 & 5
December 1996
Calculations
25-7848-6
December 1996
Calculations
25-7183
March 1995
Calculations
Aerodynamic Multipliers
April 1999
Calculations
Two Paddy Adhesive Set System
April 1999
American Test Lab of South
TAS 112
RT1023.01-18
October 30, 2018
Florida
Walker Engineering, Inc.
Calculations
Restoring Moment
March 29, 2018
Aerodynamic Multipliers
PRI Construction Material
BORR-022-02-01
TAS 101
02/25/2019
BORR-022-02-02
TAS 101
02/25/2019
BORR-022-02-03
TAS 101
02/25/2019
BORR-022-02-04
TAS 101
02/28/2019
NOA No.: 19-0814.02
MAMN16DECOUNTY
Expiration Date: 05/02/24
"' • •
Approval Date: 11/27/19
Page 3 of 8
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test 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 Miami.Dade Product
Control office for review. 000000 *Sao:*
3.4 Minimum underlayment shall be in compliance with the applicable Roofing App ications JUqiAqds listed •.
section 4.1 herein. *so:** • • • • •
3.5 Mechanically attached tiles minimum 4/12 slope. "•00 :
•
3.6 30/90 hot mopped underlayment applications may be installed perpendicular to•tWrpbf slopg AgCss stateA..
otherwise by the underlayment material manufacturers published literature. 000800 0 .... •
3.7 This acceptance is for wood deck applications. Minimum deck requirembnts *104 be in ce9011'ance whir •; •
applicable building code. ; • •; • ; • •.
3.8 All products listed herein shall have a quality assurance audit in accordance with'the F1b%d9 Building" '
Code and Rule 61 G20-3 of the Florida Administrative Code. a. a • • • •
•• • ....
....'
4. INSTALLATION
4.1 Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake 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 & Split
Slate, Saxony 900- Shake
10.9
1.42
1.08
& Saxony 900- Split
Shake
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
A (ft3)
Batten Application
Direct Deck Application
Saxony 900-Slate & Split
Slate, Saxony 900- Shake
0.291
0.315
& Saxony 900- Split
Shake
NOA No.: 19-0814.02
MIAMFDADECOUNW Expiration Date: 05/02/24
"'' ' Approval Date: 11/27/19
Page 4 of 8
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
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
900-Slate
Deck
Deck
Deck
Deck
Deck
....
Deck
N/A
7.70
N/A
7.63
4.74
7.51
4.65
7.71
4.53.
A 17
04.40
6.97•
& Split
Slate,
*000
:...:.
Saxony
.
....
.
900-
96*
•
Shake &
...
.. ..
. ..
Saxony
.
....
. .
•
...
900- Split
• •
"'
Shake
':':
•_
• - -
Table 4: Attachment Resistance Expressed as a Moment - Mf MUIR) •.... •
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Saxony 900-Slate & Split
Slate, Saxony 900- Shake
& Saxony 900- 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 #8 Screw
30.8
30.8
18.2
2 #8 Screw
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
2-10d Ring Shank Nails'
50.3
65.5
48.3
1 Installation with a 4" the
headlap and fasteners are located a min. of 2'/z" from head of tile.
NOA No.: 19-0814.02
PHAMMADe couHrr Expiration Date: 05/02/24
"' • Approval Date: 11/27/19
Page 5 of 8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf)
for Two Paddy Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Saxony 900-Slate & Split
Adhesive
313%.
Slate, Saxony 900- Shake
& Saxony 900- Split"•
:...:.
Shake
•��•�• •�•
2 See manufactures component approval for installation requirements.
• • •
3 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 13.9 grams.
•
• •
ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160; Average weight per add • ram; •
Table 6: Attachment Resistance Expressed as a Moment - Mf;(fl:". •
for Single Paddy Adhesive Set Systems ;•. '.
Tile
Profile
Tile Application
'IWO= Attachment
Resistance
Saxony 900-Slate & Split ICP Adhesives Pol set AH-160
Slate, Saxony 900- Shake ICP Adhesives Pol set AH-160
& Saxony 900- Split ICP Adhesives Pol set AH-160
Shake ICP Adhesives Pol set AH-160
1194
1155
836
607
4 Large paddy placement of 45 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160.
5 Large paddy placement of 34 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160.
6 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160.
7 Medium paddy placement of 18 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft.-lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Saxony 900-Slate,
Mortar Seth
39.0
Saxony 900- Shake &
Saxon 900- Split Shake
6 Seespecific mortar manufacturers Notice of Acceptance
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved".
LOGO- NAME
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 19-0814.02
MIAMMMECOUNW Expiration Date: 05/02/24
"' • • Approval Date: 11/27/19
Page 6 of 8
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.
0090
6.1.2
Any other documents required by Building Official or Applicable building
coke in oi%er.trpropgrk-j...
evaluate the installation of this system.
'..'
•"
......
.
......
......
'""
•
PROFILE DRAWINGS
....
.. ..
.....
......
. .
.....
. .
.. ..
......
.
......
......
. .
.
.. .
.
......
Saxony 900 Slate
• • •
. ..
. .
. '
Nall
Holes
000000
0000
V
1-5132"
Saxony 900 Split Slate
A-0- a-
NOA No.: 19-0814.02
MUV4 ADEcougry Expiration Date: 05/02/24
• Approval Date: 11/27/19
Page 7 of 8
Nall
Nail Moles
MIAMM ADE COUNTY
Saxony 900 Shake
....
+
•••••• •
••••••
•
• 1-9/3)Y• • • • •
•
13"
Saxony 900 Split Shake
END OF THIS ACCEPTANCE
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 8 of 8
MIAMI-RAM
fL? r r__ L./.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv
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 o-f•oonstruction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pralcot ConWC7 ection tee•
used in Miami Dade County and other areas where allowed by the Authority Having JurisditfiW(AHJ). ; • • �;
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County -Product Ci m;ol Secti xs •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve dVfight to3we:tJiis predaer
or material tested for quality assurance purposes. If this product or material fails to perform in fhe accepted manne'r,'199'
manufacturer will incur the expense of such testing and the AHJ may immediately revoke m�o4ify, or�suspend the •use,
of such product or material within their jurisdiction. RER reserves the right to revoke this acpepWte, ifs it is •
determined by Miami -Dade County Product Control Section that this product or material tails to meet gw s. quiredihh??:
of the applicable building code. 0000
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: ICP Adhesives Polyset® AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-03 l 5.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page I of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, 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 Roefifig
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile:;ystMs using 16 see*:*
Adhesives Polyset® AH-160. • • • ; „• •
...... . ....%
PRODUCTS MANUFACTURED BY APPLICANT: .... ; • • • •
Product Dimensions Test Producf bescription
Specifications • ...
• •
.. .. . ..... .
ICP Adhesives N/A TAS 101 Two component p:Agbtothane foam adhesive.
Polyset®AH-160 ' ' , • . • . • • • • • •
ICP Adhesives Foam N/A Dispensing Equipmem' .... :"
Dispenser RTF1000 ' • • • •'
ICP Adhesives ProPack® N/A Dispensing Equipment
30 & 100
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:
Pro a Test Results
Density ASTM D 1622 1.6 lbs./ft'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ftz
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
MIAMI•DADE COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-1 PA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-5 89-631
9637-92
01-6743-011
01-6739-062b[ l
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
:.••*:
• ... • •
ASTM E 108
::::::
•...
ASTM E 108
ASTM E 84
'
TAS 114
.�
ASTM D 1623
• • • •
TAS 101
TAS 123
TAS 101
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11 /02/95
12/12/95
6P%1/94 ...::.
.....• .
04/30�93
:11/.13S(94 •••••
�01/16/95
:034V/96 .
094,t1•8/12 :••••�
OV2i/12
10/23/98
12/28/98
03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 maybe 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 goofing-Applicatien••••
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and`MaidtenaitpgU4pklet. •.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensodk4lCP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicate" to the aethor`ty having •
jurisdiction. • • • • • • • • 00.060
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment isxi;:hed beiMT Dplicati�..
of any adhesive. The mix ratio between the "A" component and the "B" component mil•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.RV1000 prolp ; ••••;
Adhesives ProPack® 30 & 100 dispensing equipment only. •
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset® AH-160 has been dispensed.
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
�Q•
High Profile
#2
17-19 sq. inches
00
000 0..;s0. ��•��
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches nt!
• • • 12 grams,per paddy...
head of tile 9-11 sq. inches 3r
•••
:
overlap
•• .
00000
..
... . . .....
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal•
• • 17 grams per bead' • •:
edge) 20-25 sq. inches ead
:'; •.
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
Nail through plasdcurn•nt _ Paddy lB"wltTda?
lwhm roqultad'•
UndrtlAymrnt
-+..,.� ••Y<�•-,.. ,� :tip : •. `-
10 1
ea"ns optional /
EaveCount `5
..-''• -tip-. ' - . - `�`� . � ,_�s �:�, r.:
Emr Clusurr
Nall through plastic clmem
(when required)
�� r. ''-••� ___,_ PAddyls+nr.rlhTih»1
Undoriwymoot
Rxrlensopgiamal ��+ ++ _ •.�.�;��
+` '- ; r
Emm Course
_-y�il-.'`••�7; ••'''ter
K&A thMUgt+ plrrlit crnxnt
rwdcnrcquircdl / P•ddy18en■.ehTilr1
Underl•yrrs*nt
4� 1
battens
`•4 1 \�- - •-,� ` `Y ti
Erw*Course v ',mow=, �pascYs
• `•: ::
r;.
Weephole
1S.".6 2 m.� closure
�!1 r C Uripedge
Flat/Low Profile Tile
1. Starting at the cave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cmz) — 23 (148.4 cmz) square, hriladhesive
contact with the underlide•0£the tile.* 00 • : •
•
Medium Profile / Double•PanTile •
1. Starting at the cave course,1pply a pitygmm 2"
(50.8 mm) x 10" (254 mix:" (254owm) foam • • •:
paddy onto the underlayment positiolaeaes shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2)-23 (148.4 cmz) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the cave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cmz) — 23 (148.4 cmz) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
KAR Ihmugh plw►tic cvmvnt _ Paddy I8Pnva1hVW1
rwF.mrcqulrad),• � ,
�Y.
-:j.,
7 111, i:.,f -•.� :•. fir• `�. .- ..
Baturs opr:onal
Fascia
Nail throvolt plastic cernent
When regniredl
r
I '�ti,• _�.-Paddy ;BtneatlsTile)
'
Llnd•rlaymrnt ,
4 1�
Qattens optional �' �• +� ,` �'r�
10 RII� `� 2 in. ♦ 'rf ao.>'� ' J
E.v.Caunv= ` + cv •cya.�°' � Fr�cu
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 cm')
— 23 (148.4 cm') square inch adhesive contact with the
underside of the tile.
•••• ••••••
2. At the second course, apply�mipimury 2" (r50.8mm) .•
x 7" (177.8 mm) x 1" (25.4 mu-, .foam Vad$•y onto *o • •
underlayment positioned as cklwn under the •
strengthening rib closest to tfie'eyerlocj bf t* tile • •
being set. •••• •• •• ••�•••
•••••• • • •••••
• • •••••• ••••••
3. Continue in same manner. ;>l%tr.e•approxiwtely 10" .'
(64.5 cm2) - 12(77.4 cmZ) Squdrc:inch adhesive • • • • : •
contact with the underside of the tile. • •
Medium Profile / Double Pan Tile
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 cm') —
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" 0 77.8 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)
Nail d+rouph plas,uc cc lent-,
4 hen►equitedt Vadd� IBrtw.skTilrq
~h•�-
jl y
B.utcn.Optimal
-fascia
:'A,� 1Vrrphole
1 tl m 2 in. {•s`f r E+mr CIO stare
Drip edge
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 cm') —
23 (148.4 cm') square inch adhesive contact with the
underside of the tile.
. • . •
2. At the second course, apRfj%q ninimtt rYl (50.8roaz).:.
x 7" (177.8 mm) x 1" (25,4.rppj) foam paddy onto the�
underlayment positioned as.shown under th; pan • •
portion of the tile closest tethe overlock ofthe tips':".
being set. • • • • • •
.. .. . ......
3. Continue in same manners Insure appl gxirnately 1,7." .
(109.7 cm2) - 19 (122.6 cpt2) square i4cli adhesive. •
contact with the undersidd ofthe tile. • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Nail throughplasticcement Paddy (between tiles)
iwhen requiredi
Battens optional
• ( Paddy {under tile)
1 ^'' single paddy 1
ontopoftile
4 x 4 in.
singgIQipad4 •�.
undertil �'♦.
onundertgle yr ,2 /
on urtdertayment �`2 x 4 in.
VV,��' Fascia
^T2in.
---Five Closure
Flat/low Profile Tile
Nall through plastic cement
Single paddy under tie
{when required)
Paddy {between tiles)
Battens
/Pad tundertilei
optional
t -
single
Paddy
man top
of trle
'.� ♦
x4In.
f
in. ♦-
single paddy on
2x4
underiayment
om
t^`♦'--,_
^�' 2in.
�— -- Eave Closure
Eave Course
Fascia
Medium ProflleTlle
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. lnspre • • •
approximately 17-23 i;2 (1eg.7-148'4ttn2) of "
adhesive contact with tltc! unllersid'e.af• t11e the •
2. Apply a 4" (101.6 mmy x.4. t ] 01.6MM K 1 " (25 4• • •
mm) foam paddy onto tko cinderla=g>Utlust bd16V •
the second course line positioned f6am paddy """
under the strengthening Mfdr flat tile:or under 140:
pan portion of the tile, closest to thg ujVlock for
the second course tile to.l;eirjstalled. Ja<lsure
approximately 8-9 in (51.6-58.1 cm:}of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through plastic ce
Single paddy under tile
(when required)
Paddy ibetween tiles)
Battens L��t
optional
Paddylundertilel
Single
on undeedaymtn
<r'4x4in.
Single 2x4i�
, r
padd on
top of Ole
Eave Course —
"'� Fascia
�—
Weephole
loin. tin.
Eave closure
Drip edge
High proflleTlle
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the the atthe overlap
and 7 (45.2 cm2) - 9 (59.1 cin square inch ... • • •
adhesive contact with thefdWersidq pf 4bg tile at
the head of the tile. Contitijl8'in sarhe manner. "'.. •
••••••
• • •••••• ••••••
•
•• • •••• •
6000
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
In contact with the pan tile. A (when required)
2) Turn coven upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
2S sq. in. contact area.
Undedayment "
4"✓ Sheathing
Eave closure "
(motar shown)
Weephole
Fascia Board
Remove top portion of the save 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
ap
ADE COUN...s t
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. 000600
eeee eeee;e
2. Continue in same mariner gringirrtdvo pan
ef •• eeeeee
courses up toward thge1� -Insure .
approximately 65 (41 J eQm2) — 70 (451.6 crrPJ •
square inch adhesivelaontact witht14AdersitlW%
of the pan tile. •
•••••• •••"
• • ••••• eeeeee
ee ee • •
•
3. Turn covers upside dawrriex*posingtheeundersjde..;.
of the tile. Apply a minimum 1" (25'4 jAm) x J 0" •
eeeeee
(254 mm) bead of adlt"Ite:iirectl csiethe inn*** •
edge of each side of the cover tile. Etm e
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cmZ) - 25 (161.3 cmZ) 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
MlQMNDQDE J`�<,
F
:;;. 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) wwrv.miamidade.vov/econonry
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of awk4suetion inaferials. Tke• •: •
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Proxk at Control Section
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdibtibh(AHJ, * .
.... .. .. .....
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PMluct ContrdLSectibn'
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reseryNli Aght to havg this ,
product or material tested for quality assurance purposes. If this product or material fails tQ peffctm in The accepted....:.
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately vevoke,:modtfy, or . •
suspend the use of such product or material within their jurisdiction. RER reserves the rigAt-to revoke lhi5•a%ceptaflce,O
if it is determined by Miami -Dade County Product Control Section that this product or material fails to rhhlsf 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: 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 Sendno. 0
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Dimensions
Test Product
Specification Description •' •'
Polystick IR-Xe
65' x 3'33/s"
ASTM D 1970 A fine granular/sand top surfr'sXf-adherin4 APP • •
Manufacturing
Or 65' x 3'
polymer modified, fiberglass raitrferced,sebituminous • • • •' •
Location #1 & #2
60 mils thick
sheet material for use as an mtd;lilyment in'sloped roe€• •:
assemblies. Designed as an ide &•rain shield!. : 0
Polystick Dual Pro
61' x 3'33/s"
... . .. .. • .:. • .
•
TAS 103 and A rubberized asphalt self-adh;;;A;
Manufacturing
60 mils thick
glass:fibel/{polyester
ASTM D 1970 reinforced waterproofing memb *ar � . Designed as a • • * 0' •
00
Location #2
metal roofing and roof tile underlayment.. ....;.
Polystick Tile Pro
61' x 3'33/8"
• •
TAS 103 and A rubberized asphalt self -adhering • lassf • • � • of e • 8f .
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing membrane. Deslgned'as a metal
rp g
Location #2
roofing and roof tile underlayment.
Polystick TU Max
658" x 3'3-3/8"
TAS 103 and A rubberized asphalt self -adhering, polyester reinforced
Manufacturing
60 mils thick
ASTM D 1970 waterproofing membrane. Designed as a a roof tile
Location # 1 & #2
underlayment.
Polystick TU P
32'10" x 3'33/8"
TAS 103 and A rubberized asphalt waterproofing membrane, glass -
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with a granular surface
Location #2
designed for use as a tile roof underlayment.
Polystick TU Plus
65' x 3'33/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
Manufacturing
roofing and roof tile underlayment.
Location # 1 & #2
Polystick MTS
6518" x 3133/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polystick MTS Plus
6518" x 3133/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Elastoflex S6 G
32'10" x 3'3 %"
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164 with a sanded back face and a granule top surface. For
Location #2
use in roof tile underlayment systems.
MIAMMADE COUNTY 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 Agency
Test Identifier
Test Name/Revort
Date
Trinity ERD
P10870.09.08-R1
TAS 103
12/04/08
P 10870.04.09
TAS 103/ASTM D4798 & G 155
...Q4/13/09
P33360.06.10
ASTM D1970 .
660•pJ/01/19969•0
P33370.03.11
TAS 103 �••�
;�.X/02/11 '.
P33370.04.11
ASTM D 1623 •••;••
04/26/1 f
P36900.09.11
TAS 103/ASTM D4798 &!W1 5
09i01/1 i••••;
P37300.10.11
TAS 110/ASTM D4798 &MTO
0001919/l L....
P40390.08.12-2
ASTM D 1623 ......
. 06/07/12 • • •
P37590.07.13-1
ASTMD6164
07/02/13"0:'
P45270.05.14
TAS 103, TAS 110 & ASTIA'QT423
05/12/14 �•
P46520.10.14
ASTM D l 623 ' 0
: * • 1 Df03/1 � * • * * ,
P44360.10.14
TAS 103 & TAS I lb -0:
*..19/07/1t....
P43290.10.14
ASTM D 1970 & TAS 110
10717/14
PLYG-SC10130.06.16-3
TAS 103 & TAS 110
06/27/16
PLYG-10130.06.16-1
ASTM D1970 & TAS 110
06/27/16
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103
09/29/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-089-02-01
TAS 103/ASTM D4798 & G 15 5
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G 15 5
11/09/09
DX231)8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
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.
MIAMMADE COU
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.
MAMMADE COUNTY NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1:
Wood, non -insulated
Deck Description:
Min. 19/32" plywood or wood plank
System Type E(1):
Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type I1 or ASTM D 2626.
Fastening:
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)
Membrane:
•...
Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polxstigk.TU 1VItx; rolystic'K' •; •
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS PM, s6lf-ad1@ra&. ' •
Surfacing:
60606*
See General Limitations Below. •
Deck Type 1:
.... .. .. .....
Wood, non -insulated • • • • • • • • • • •
Deck Description:
Min. 19/32" plywood or wood plank • �.
System Type E(2):
•
Anchor sheet mechanically fastened to deck, membrane adhered'
Anchor/Base Sheet:
•
One or more plies of ASTM D 226 Type Il or ASTM D 2626. ' • :
..' .. • •
Fastening:
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)
Membrane:
Elastoflex S6 G, hot asphalt applied
Surfacing:
See General Limitations Below.
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: 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)
Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane: Polystick TU Plus, self -adhered.
Surfacing: See General Limitations Below.
a
DAOE CQUNTY
NOA No.: 17-0614.22
• • . 1 Expiration Date: 09/13/21
MM
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 bit ilding code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rohixgde • • • • • •
membrane from the center outward in both directions. • •
5. For ridge applications, center the membrane and roll from the center outward in boMaarections* ' • • • • •
6. Roll or broom the entire membrane surface so as to have full contact with the surfac • • • • • • • • • • a,.�iving special attention
to lap areas. a •.•. .00600 ..:..•
. ... . .....
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assem6l'y cerrent �eddtt Co *' * *..
to •• •
Notice of Acceptance. • •e • •
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Tiil$a• ling tape till be"""
pressed in place and formed around the protrusion to ensure a tight fit. A second lape rof Polysficks hall 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 Polystick MTS Plus may be
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry
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 the 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.
Ex osure Limitations (Davs)
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
1 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
CDADE COUNTY
NOA No.: 17-0614.22
• • • • p Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
Rule 61 G20-3 of the Florida Administrative Code.
S: In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof the
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 NITS and Polystick NITS 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.
. .4,00004, ......
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) the assembliesr46e Snaximum roof slope •,
shall be as follows: (See Table Below) 600:00 :••••• 000000
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
gooses
Pol%stiek•
&slegi (E3j
Profile
NITS
S6 G
TU P, Tile Pro,
TU Max
MTSV1%
M" Plus with:
Dual Pro
••:••:
:.T4;plus •••
•• ••
• ...
Flat Tile
Prohibited
4:12
6:12
6:12
46:12
without battens
I
I•
• • • •
Profiled
Prohibited
4:12
6:12
6:12
4)),2 •
... 12 ; • •
Tile
without battensF
•
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, 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 and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two 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
a
0
U)
N
40
POL` nCKTU Plus
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
If. 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 1R-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 MEIt?BRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFM APPLICA*ACNS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMI4�!IONS •
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood cheeks. Installers are • • •.:.
cautioned to refer to applicable local building codes prior to direct deck installation to e*ur0bis is dccdMable. •
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 edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I W, metal disk as
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" 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 T712" 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.
C
-DADE COUNTY 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 lbs 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 Servics %
Department at 1 (800) 894-4563.
.... •..•.•
14. Polyglass recommends that applicators follow good roofing practices and applicable projidur7s as o4l+aad by
the National Roofing Contractors Association (NRCA). • • • • • •
.... ......
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECI j • 6APPLICRI(MS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMFjft'1'ION$. * 0 0 * • A
*00*00
END OF THIS ACCEPTANCE0*0 : •. •. • • • • • •
. .0000
MI"AMW DE couNTY NOA No.: 17-0614.22
"' Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
MIAMI•DA2E'
"Delivering Excellence Every Day If
------ M AAfl-DADE COUNTY ------
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofmg contractor to provide the owner with the required roofing permit, and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
has been explained.
411. Aesthetir,s-workmanship: The workmanship provisions of Chapter 15 (High Velocixq'I rricanee
Zone) are for the purpose of providing that the roofing system meets the wind resespe an'C�ontl m at in��ov sinus..
performance standards. Aesthetics (appearance) are not a consideration with respect torosorkm p p
Ae etic issues such as color or architectural appearance, that are not part of a zonin-co'. e, should b +addr�SS�
as of the agreement between the owner and the contractor.
.... .... .....
...... . . .....
2. Renailing wood decks: When replacing roofing, the existing wood roof J&&. nay h3Mtl be ......
. . .. . ......
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurri at}d Zones) of the Florian
. .. . .
W3.Commonroofs:
Code. (The roof deck is usually concealed prior to removing the existing roo system 0 0 * 0 0borin Common roofs are those which have no visible delineation between ugh g
un. (. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
o ne should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
ay not be acceptable. The owner provides the. option of
penetrations of the underside of the decking m
p#Jaining this appearance. „
5. 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. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectariLy and performance of the new roofing system. Pond' conditions may not be evident until the original
rycrAng system is removed. Ponding conditions should be corrected. ,..
_ - 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a, build up of water. Perimeter/edge walls or other roof e-xtensions mayb scuppers
o u ersdis discharge
if
overflow scuppers (wall outlets) are not provided.' A may be necessary to install overflow pp
dance
wi e requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
4I. Ventilation: Most roof structures should have som,e.ability to vent natural airflow through the
rior of the structural assembly (the building itself). The existing amoyint of attic ventilation shall not be
reduced.
Owner's/Agent's Signature:
Contractor's Signature:
Property Address: i�u �/� �� ��II'glyl
Date:
Permit Number:
OWNER'S AFFIDAVIT OF EXEMPTION
Roof to Wall Connection Hurricane Mitigation Retrofit for
Existing Site -Built Single Family Residential Structures,
Pursuant to Section 553.844, F.S.
PERMIT No:
Rev. 02-20-2015
Job Address �1 Z d !1 C lb i
OWNER'S INFORMATION: (Only the owner of record may submit and must sig& this
application.) • • •.
Name: _L7 i
k'
Address/ City / State / Zip"' 217 E-
Phone No: 3 ` %S ? % �S Email:
A415 .•� 331�
Q Lel 1mia `te .c
Dear Building Official: •
I, At I ayl P. 1 QIW certify that I am not required to retrofit the Rooke-Wall
connections of my budding because:
�, The just valuation for the structure for purposes of ad valorem taxation is less than
$300,000.
0 The building was constructed in compliance with the provisions of the Florida Building
Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code
(1994 SFBC).
When the just valuation of the structure for purposes of ad valorem taxation is equal to or
more than $300,000.01k and the building was not constructed in compliance with the FBC
nor with 1994 SFBC, an Affidavit of Roof to Wall Connection Mitigation Retrofit must be
provided.
Signature of the Prope ner
Owner's signature (Date)
State of Florida )
County of Miami -Dade )
Sworn to and subscribed before me thi�_ Day of 20_7-A.
By Gin �, 14e ( -/ Personally known (✓for Produced identification ( )
Type of Identification produced
(SEAL)
WENDYLEZCANO Page 1 of 1
° • ' =;v - Notary Public - State of Florida
• �`' Commission = GG 142865
+: My Comm. Expires Sep 13, 2021
.•�'��c";t•'' perdedthrcu:hharcraihctaryAisr.
Section A/B
MIAMI Miami -Dade County HVHZ Electronic Roof Permit Form
•
"Delivering Excellence Every Day"
Section A (General Information)
Master Permit No: ! Process No:
Contractor's Name: ITOP SEAL SERVICES
Job Address: 1720 NE 101 ST •••
Roof Category •"
❑ Low Slope ❑ Mechanically Fastened Tile eM0 r/AdResive Set Tiid""
......
❑ Asphaltic Shingles ElMetal Panel/Shingles Q. 9ftpd Shipt les/Shaket
.... •• •• .....
❑ Sprayed Polyurethane Foam ❑ Other: . • . . . • • • •
....... ......
Roof Type •
. . .. . ......
❑ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair • * • ✓ ❑ Maintenance• � see* ;••••;
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural • d LPGX
Roof System Information
Low slope roof area (ft.2) N/A Steep Sloped area (ft.2) 3,000 Total (ft.2) 3,000
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'):