RF-18-614Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Issue Date: 3/23/2018
Permit No. RF-3-18-614
Permit Type: Roof
Work Classification: Tile
Penrlit Status: APPROVED
Expiration: 09/19/2018
Parcel Number
Applicant
9835 NE 4 Avenue Road
Miami Shores, FL 33138-
1132060170180
Block: Lot:
CARLOS CASTELLO DANIELLA
Owner Information
Address
Phone
CeII
CARLOS CASTELLO DANIELLA
9835 NE 4 Avenue Road
MIAMI SHORES FL 33138-
9835 NE 4 Avenue Road
MIAMI SHORES FL 33138-
Contractor(s)
TOP SEAL SERVICES CORP
Phone CeII Phone
(305)754-7844
•
Valuation:
$ 20,000.00
Total Sq Feet: 3700
Type of Work: Re Roof
Additional Info: RE -ROOF TILE
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Owners Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$12.00
$4.88
$3.25
$4.00
$325.00
$9.00
$16.00
$874.13
Pay Date
Invoice #
03/23/2018
03/09/2018
Bond #: 3692
Pay Type
RF-3-18-66732
Credit Card
Credit Card
Amt Paid Amt Due
$ 824.13 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated.
orized Sifjnature: Owner / Applicant / Contractor / Agent
March 23, 2018
Date
Building Department Copy
March 23, 2018
1
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-001508-2018 Permit Number: RF-3-18-614
Scheduled Inspection Date: November 08, 2018
Inspector: Riveron, Alexis
Owner. CARLOS CASTELLO DANIELLA QUINTERO
Address:
Project
9835 NE 4 AVE
Miami Shores, FL 33138
Permit Type: Roof
Inspection Type: Roofing Final
Work Classification: Tile
Phone Number:
Parcel Number: 1132060170180
Contractor: TOP SEAL SERVICES CORP Phone Number: 3057547844
RONALD MEDINA
Building Department Comments
RE -ROOF TILE
Checklist Item
General Comments
Passed
False
Comments
11/6/2018 MISSING SEALANT AT FLASHINGS
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
November 07, 2018 For Inspections please call: 305-762-4949
Page 29 of 38
AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: - uty Building Official
Miami, FL 33175 tt
Re: Owner's Name 1�4.-1, 5 Q�%e �e-g'r
Property Address
cg35 N 4 4s,kc
Roofing Permit Number eF-3 -{ b -6o 14
Dear Building Official:
I 12&&=(l) C —S certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
of Hurricane Miti'ation Retrofits for Existing Site -Built Single Family Structures" adopted by the
Florida Buildin: o is .y Rule 9B-3.047 F.A.C.
Qualifying A
Signature of
Q\-�►-c d6L - -1
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed be ore me this
day of , 20
(SEAL)
Personally known
or Produced Identification
,,\\33°
q/°
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS
JOB ADDRESS: Ci 83 S N 4e\J '4231
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
City: Miami Shores
Folio/Parcel#: Is the Building Historically Designated: Yes
Occupancy Type: Load:
❑ CANCELLATION
❑ RENEWAL
❑ SHOP
DRAWINGS
Zip: 33/ 3 2
NO
Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):C-A4)--C-CS 4e#:(3)4610 4G6
Address: I A3 7 4\ t /' (2-4
City: MI
Tenant/Lessee Name: p•li
Email: CC-ott-S- -LLo e •_SUv Oet
CONTRACTOR: Company Name:
—t-os� oaf
Address:r5 l>Js4
LO
l� S�
City: �( r '( p State:
Qualifier Name: e-M.) Q l(\-4--
Master Permit No.
Sub Permit No.
RECEIVED
MAR 9 201
C-P k1
Fsc Zo R-
12-E- 18--(Qm
❑ REVISION ❑ EXTENSION
❑ CHANGE OF
CONTRACTOR
County: Miami Dade
State: Zip: -3'3 0) 3
Phone#: 3cs-L4504064,
Phone# CQ C 3Z-7o
C 133 Z ` l Phone#
State Certification or Registration #: CC Ci Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Zip: t Z7
'r)6 `3?"7a
Value of Work for this Permit: $ t C Square/Linear Footage of Work: / �r)
Type of Work: ❑ Addition ❑ Alteration ❑ New SRepair/Replace ❑ Demolition
Description -Of VUo�k:,,; •re ',: . • .. "4+:',.;"+.
c
Spec fy color of c'o/oaffi tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $ • Notary $
Training/Education Fee $ , Double Fee $
Bond $
TOTAL FEE NOW DUE$ 2j2.(_1
(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 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 t be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issue' u e ab -nce of s ch posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The for oing instrume nowledged befor ne this
day of , 20 Ves, by
C4\( fDs CAis-kR•filLo , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
APPROVED BY
i
Signature
The foregoing instrum was acknowledged before Qmmethis
day of , 20 . ) , by
Rs-e , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
Plans Examiner
Structural Review
IIMIZT=7A1
C& 0.. • er 24, 2021
Zoning
Clerk
(Revised02/24/2014)
Re: Owner's Name:
Property Address:
Miami Shores Viiiage
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
Miami Shores, FI 33138
C- C.e
gra K.) cp--)
Date: a frt 'gyp
Roofing Permit Number:
Dear Building Official:
I C r- certify that I am not required to retrofit the roof to wall connections of my
building because:
She just valuation for the structure for purpose of ad valorem taxation is Tess 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 1994 edition of the South Florida Building Code (1994 SFBC)
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day of C
Notary Public, Sate of Florida at Large
• Wtien the just valuation of the structure for purpose of ad valo
SFBC. Then you must provide a building application from a G _...._ .. .. • _ ne Mitigation.
e building was not constructed with FBC nor a 1994
Revised on 5/21/2009
3/1/2018 Property Search Application - Miami -Dade County
OFFllCE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-017-0180
Property Address:
9835 NE 4 AVENUE RD
Miami Shores, FL 33138-2438
Owner
CARLOS CASTELLO &W
DANIELLA QUINTERO
Mailing Address
9835 NE 4 AVE RD
MIAMI SHORES, FL 33138
PA Primary Zone
1200 SGL FAMILY - 2501-2800 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
2,816 Sq.Ft
Living Area
2,738 Sq.Ft
Adjusted Area
2,580 Sq.Ft
Lot Size
14,300 Sq.Ft
Year Built
1941
Assessment Information
Year
2017
2016
2015
Land Value
$428,582
$357,337
$342,866
Building Value
$179,568
$179,568
$179,568
XF Value
$21,852
$22,027
$15,476
Market Value
$630,002
$558,932
$537,910
Assessed Value
$449,361
$440,119
$437,060
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$180,641
$118,813
$100,850
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 (i.e. Coun y, School
Board, City, Regional).
Short Legal Description
AMD PL OF MIAMI SHORES SEC 4
PB 15-14
LOTS 1 & 2 BLK 87
LOT SIZE 110.000 X 130
OR 15253-1445 1091 1
Generated On : 3/1/2018
2017 Aerial Photography
Taxable Value Information
2017
2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$399,361
$390,119
$387,060
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$424,361
$415,119
$412,060
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$399,361
$390,119
$387,060
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$399,361
$390,119
$387,060
Sales Information
Previous
Sale
Price
OR
Book-
Page
Qualification Description
05/18/2010
$480,000
27306-
1773
Qual by exam of deed
10/01/1991
$0
15257-
1540
Sales which are disqualified as a result of
examination of the deed
10/01/1991
$126,000
15253-
1445
Sales which are qualified
06/01/1991
$0
15098-
2946
Sales which are disqualified as a result of
examination of the deed
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:
Scction A/B
"Delivering Excellence Every Day"
Master Permit No:
Contractor's Name:
Job Address:
Miami -Dade County HVHZ'Electronic Roof Permit Form
Section A (General Information
Process No:
q3S---- 4_41_Q&- ecj
❑ Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
Roof Category
❑ Mechanically Fastened Tile
❑ Metal PanelShingles
❑ Other:
3
RECEIVEL,
MAR 0 9 2018
CiAsh
Mortar/Adhesive Set Tile
❑ Wood Shingles/Shakes
Roof Type
❑ New Roof \ItRe-Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes IAN° If yes, what type:, r'NatuNLPGX
• • 4`'
Roof System Information
Low slope roof area (ft.2) I N
Steep Sloped area (ft.2)
Section B (Roof Plan)
Total (ft.2)
• • .•
..
•.•
• •
• • • •
• . .
•• ••
• • • • • •
• •
• • • •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and. rgrflow dr2aig::U1 Iude
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and I,,, g,,,., g par
Perimeter Width (a'): 1 Corner Size (a' x a'):
• •
• • .
•
• •
MI .•
.. •
w
r0
ril
APPROVED
•• •
• . .
•••
•
30
Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer:
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
BORAL ROOFING
Notice of Acceptance Number (NOA):
16-0711.01
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1:
39.1
P 2:
68.1
P 3:
100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 29.3 psf
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Roof Slope:
Roof Mean Height:
"/12"
16
Method of Tile Attachment:
ft.
[-Adhesive, 2 Small Paddy Polyfoam Polypro-
Alternate Method of Tile Attachment per NOA:
IN/A
Drip Edge Size & Gauge:
Drip Edge Material Type:
Drip Edge Fastener Type:
I--3" face 24 ga.--
--Galvinized Metal--
1 1/4 RING SHANK NAIL.
Hook Strip/Cleat gauge or weight:
I--24 ga.--
Deck Type:
f--5/8" Plywood --
Optional Insulation:
N/A
Optional Nailable Substrate: • • •
IN/A
••. •
• •
• • • •
• •
• • •
•
•••
••
• S • • • • •
• • • • • • • •
Optional Nailable SubstrAte.40chmerit; •.. •
•
•
•
•
• •
N/A
• ••
• • •
Basesheet Type:
I30#
• • •
•
•
• • •
••.......... •
• •
• • • •
� •
• •
•• • •
"••
•
Fastener Type for Basesheet Attachment:
1 1/4 RING SHANK NAIL
Tile Underlayment (Cap Sheet ) Type:
POLYGLASS TU MAX
Tile Underlayment Attachment Method:
SELF ADHERED
Tile Profile:
S CONCRETE TILE
•
Section E
Miami -Dade County HVHZ Electronic Roof Permit Form
T f
"Delivering Excellence Every Day"
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:
P 2:
P 3:
39.1
68.1
100.7
xX
xX
xX
.301
.301
.301
11.76
20.49
30.31
- Mg:
- Mg:
- Mg:
7.0
7.0
7.0
= Mr1:
= Mr2:
= Mr3:
14.76
20.49
23.31
29.3
29.3
29.3
Method 3 "Uplift Based Tile Calculations Per RAS 127"
NOA Mf
NOA Mf
NOA Mf
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.
P1:I1 xl:
P2: I I x I:
P3:
xl:
=1lxw'O=
=1 Ixw:
X w:
-W:
=1 I-W:
-W:
=1 xcos 6:
=11 xcos 6:
= Fr1:
•
••••
• •
• • • •
••
•
111115 111OA F' • •
• •
= Fr2: <_ • •tt{QA F' • .
•.
•...i• .•••
x cos 6: n = Fr3: l • • _ •! IFI
: •r t F'
•• ••
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
6
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
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product Approval (NOA)
•
MIAMI
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
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.gov/economv
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modifi, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke tk's. coeptan cee • • • •
if it is determined by Miami -Dade County Product Control Section that this product or mat2ria1'ffls to met the • •
requirements of the applicable building code. ' • •' • ••
This product is approved as described herein, and has been designed to comply with the Florida $wilding Cede • •
including the High Velocity Hurricane Zone of the Florida Building Code. •• • • • • • • •• • •
..•• •••.
DESCRIPTION: Barcelona 900 Concrete Roof Tile
• •
.• ..
• .•
• • •
. ••
• •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge city,:tate 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 bp'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 No.12-0222.02 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 1 of 7
•
ROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE
This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC
in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Barcelona 900
Trim Pieces
Dimensions
Length = 17"
Width = 13"
'''A" thick
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL
2.2 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
MIAMI•DADE COUNTY
APPROVED
Test
Specifications
TAS 112
Type — 1 a
TAS-112
Test Identifier
7161-03
Appendix III
7161-03
Appendix II
P0402
Letter Dated Aug. 1,
1994
P0631-01
Product
Description
High profile, interlocking, one-piece, 'S' shaped,
high-pressure extruded concrete roof tile
equipped with three nail holes. F•o'f.cri ect deck
or battened nail-on?mechnnically:rastened,
mortar set or adhesiN4q Sgt.appliCaSjpi;s
•
•
•
. . .
Accessory trim, booeted•Barceloaa,.00ncrete. .
roof pieces for use at hips, rakes,•rieges and . .
valley terminations•i tilt iracturdd f6t•each tif6 • • •
profile.
.. .. ....
• • • •
. .
• .
•
. .
.. .
Test Name/Report
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108(Nail-On)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
• . .
.. . .
• .•
.
.. •
Date
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
July 1994
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 2 of 7
Professional Service Industries, Inc. IC-1320-94 Physical Properties Feb. 1995
TAS 112
The Center for Applied Engineering, Inc. 25-7688-3 TAS 101 (Adhesive Set) June 1996
25-7688-10 TAS 101 (Mortar Set) July 1996
The Center for Applied Engineering, Inc. 25-7688-5 Static Uplift Testing June 1996
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
The Center for Applied Engineering, Inc. 25-7688-4 Static Uplift Testing June 1996
TAS 102
(4" Headlap, Nails, Clips)
Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998
Testing Services 520191-2-1 TAS 101 March 1999
Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/16
Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16
Calculations Gravity
American Test Lab of South Florida RT0617.03-16 TAS 112 06/29/16
3. LIMITATIONS:
...
. •
.•
....
. . . .
.. . .
.• . . .
3.1 Fire classification is not part of this acceptance. •
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance th TAS 10b.iy .
•
•
required, refer to applicable building code. . • • • •' ' • • ••
•
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory M perform qu iite ,ly testiY' • •
accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Dtplitment of'Regulatory' .
and Economic Development — Product Control Section for review. • • • ' •
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Apppicat 4ons Staiderctis•listed. •
section 4.1 herein. • •
• • • • • • • •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope tintast stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 3 of 7
4. INSTALLATION
4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (Ibf)
Length -I (ft)
Width-w (ft)
Barcelona 900
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
Batten Application
A (ft3)
Direct Deck Application
Barcelona 900
0.286
0.301
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
....
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6'+:12'+
• • .
• • •
. ....
••?4'et2" ow•••
. • greater •
.. .. ..
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
.pjrrct
.J4eck
Battens
....
.
Direct
Dull••
6.19
7.07
6.19
7.00
6.19
6.90
6.06
6.76
5.92•
..6.E0
•5.7.6 •
6.42..
•
..
•
•
•
..
•
•
Table 4: Attachment Resistance Expressed as a Moment - NP'(ft tbf) . •' • • • • • • •
for Mechanically Attached Systems . . • .
•Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Dyck
(mint. 9P32"
plywood)
•
• • • fattens
.••.•. •
• • •
Barcelona 900
2-10d Ring Shank Nails
28.6
41.2
19.4
1-10d Smooth or Screw Shank
Nail
5.1
6.8
2.8
2-10d Smooth or Screw Shank
Nails
6.9
9.2
7.3
1 #8 Screw
20.7
20.7
18.1
2 #8 Screw
43.2
43.2
29.8
1-10d Smooth or Screw Shank
Nail (Field Clip)
23.1
23.1
19.0
1-10d Smooth or Screw Shank
Nail (Eave Clip)
29.3
29.3
24.0
2-10d Smooth or Screw Shank
Nails (Field Clip)
27.6
27.6
38.6
2-10d Smooth or Screw Shank
Nails (Eave Clip)
38.1
38.1
41.8
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 4 of 7
•
•
..
Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Barcelona 900
2-10d Ring Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" tile
headlap and fasteners are located a min. of 21/2" from head of tile.
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Adhesive'
29.32
1 See manufactures component approval for installation requirements.
2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams.
ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) •. • • • • • • • •
for Single Paddy Adhesive Set Systems '••' • • •
• • •
Tile
Profile
Tile Application
. Jamjrnum j. hmegt_ '
.... Resistance : • • •
• ••
Barcelona 900
ICP Adhesives Polyset AH-160
"" 6665'' • :
ICP Adhesives Polyset AH-160
.. • • 3 3j! • ::::
3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesivg$?.ayset AH-1v. •
4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhe$Ives PPlysetAH-1f 0. ....
•
•
Table 8: Attachment Resistance Expressed as a Moment - Me(ft I l3f) • • • • • •
for Mortar Set Systems •• '
•
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set5
24.5
6 See specific mortar manufacturers Notice of Acceptance
MIAMI•DADE COUNTY
APPROVED
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 5 of 7
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code.in oraer to
properly evaluate the installation of this system. • • • • •
• • • •
••• ••
MIAMI•DADE COUNTY
APPROVED
•
•
• • •
•••• • • • • • •
• • • •
• • • • ••••
• ••
• • • • •
•• •• • • • •
• •
• •
• • • •
• • • •
• • • • •
• • •
• • • • • • • •
• • •
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 6 of 7
PROFILE DRAWING
NAIL HOLES
UNDERLOCK
OVERLOCK
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
. • .
• ....
• • •
•• •
• ••
•
•
•
•• ••
•
• • •
•••• .... . •
•
••••
••••
• ..
• • • • •
..•• *...
•
•
• • . .
• •
•• • •
• • •
•• • •• • • •
• • •
•• G.
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 7 of 7
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. mia mid ade.gov/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 Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mgdifx, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to ravoke this agg�ptancg,
if it is determined by Miami -Dade County Product Control Section that this product or materi`a�l fails to moet.th€
requirements of the applicable building code. • • • •
This product is approved as described herein, and has been designed to comply with the Floncra ▪ $wilding Code
•••• ••••
including the High Velocity Hurricane Zone of the Florida Building Code. • •
.... ....
DESCRIPTION: Polyglass Polystick Underlayments
. .
.. ..
• ..
• • •
M1••
• • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, State aril fpilowing
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.
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
Dimensions
65' x 3'33/8"
Or 65' x 3'
60 mils thick
61' x 3'3-3/8"
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 3'3-3/8"
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-%"
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-fiber/polyester
reinforced waterproofing membrane. Designed as a
metal roofing and roof tile underlayment.
A rubberized asphalt self -adhering, glass-filiosipolyester
reinforced waterproofing merpbrwrei, Desigaedes a metal.. •.
•
roofing and roof tile underlayr$Mnt. • • •
•. . •
.. ..
A rubberized asphalt self-adhet4g, polyester reinforced •
waterproofing membrane. Des'igfi8d as a 4 teef •
underlayment. • • ""
•
..
•
A rubberized asphalt waterprfibfYtg membrtne! glass
fiber/polyester reinforced, with a:gr'anular surface
designed for use as a tile roo`undirlaymant,.:.
•
.'
•
• . . •
A rubberized asphalt self-adhering,'glass tt olyester •
reinforced waterproofing membrane. Desigdedas 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
Test Agency
Trinity 1 ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
V.
EVIDENCE SUBMITTED
Test Identifier
P 10870.09.08-R 1
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
RX14E8A
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 D1623
ASTM D1623
TAS 103 & TAS 110
ASTM D 1970 & TAS:11(1•.
TAS 103 & TAS 110 • •
ASTM D1970 & TAS.1.14..
TAS 103 ••••••
TAS 103
TAS 103/ASTM D4798 &.t.ISS
TAS 103/ASTM D4798 & G15f
TAS 103/ASTM D4798 k G.15.5
TAS 103/ASTM D4798 8 15.5
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
08/07/12
07/02/13
05/12/14
10/03/14
•••1•J Q7/14
••1'I7/17/14
• • (6/27/16
• Q6/27/16
...Ql/29/06
• • 12•/ 10/07 . •
•• .:Q'j/06/09
•
• 04/01/08
• 11 /09/09 •
• 1).0%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.
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.
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 fitnimum 4'.4ieid lap. (for
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 11 l
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 current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystic k•ehall 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 Pelrtiok MTh Plus may be:..'
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rddf rile systemsquarry
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 roofhlgAnd roof the 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
MIAMI•DADE COUNTY
�• , APPROVED -.# 1rr.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
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 Plus with
TU Plus
Flat Tile
Prohibited
without battens
4:12
6:12
6:12
5:12
6:12
Profiled
Tile
Prohibited
without battens
4:12
6:12
6:12
4:12
•
•
• •
• • 6!1•4,
.•••
••
•
• .••
.•
The above slope limitations can be exceeded only by using battens in accordance witil?? Approved'Ti+e System • • • li •
Notice of Acceptance and applicable Florida Building Code requirements. When battens arZ required*, they sh$11 • • • ••
be utilized during loading and installation of tiles. • • • ••••
•••• ••••
10. Care should be taken during the loading procedure to keep foot traffic to a minimum ltn:lrte void 1ropp.ng of • •
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loddingprocedu?e •-•two ti1e� • • • •
laid perpendicular to slope followed by a maximum four tile stack parallel to the slop: non total of 6 tiles — for •
•
all underlayments except Polystick MTS which shall be loaded onto battens. •
• • •
••• •
vi
POL`tS11CKTU Plus
(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 SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
1. Polyglass does accept the direct application of Polystick underlayment membranes to wool decks...Kstailers are
cautioned to refer to applicable local building codes prior to direct deck installation td iSufe this i4 acc,ptable. • •
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 ecTge seam as per Polyglass:•
•
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minims1. "' meta1.cji�skis
required in Miami -Dade County or simplex type nail as otherwise allowable in othersegicgi , at aYnirLiunum rater:..•
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail ecea,•erea pals cia ?ar" on,
the face of membrane, with the above stated nails and/or disks. The head lap membrite•i, •tp 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.
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 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 SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
3
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NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
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.gov/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 County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or sys•reli'ti, the use
of such product or material within their jurisdiction. RER reserves the right to revokk' Ibis: accepti3 , if it 1S • •; •
determined by Miami -Dade County Product Control Section that this product or material faijs Ica meet thenviiiirements •.
of the applicable building code. •
This product is approved as described herein, and has been designed to comply with llie' V1 rida Coae
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 logQ„eity, state g nd.followlk ,..;
•
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.
Hai►• ice,
MIAMI•DADE COUNTY
a1'1/4; '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 Dimensions
ICP Adhesives N/A
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30 & 100
Test
Specifications
TAS 101
PRODUCTS MANUFACTURED BY OTHERS:
Product Description
Two component polyurethane foam.adhesive
.
.•..
•
•
•
Dispensing Equipment • • •
••• ••
.. •
•
Dispensing Equipmetlt• • • •.
•.••
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.•
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•
..•.
• .
• .•.
• ..
• . .
• .••
•
• •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current 49et4ich list: tta chmenj
•
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
Results
1.6 lbs./ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
ASTM D 1623 28 PSI Parallel to rise
ASTM D 2127 0.08 Lbs./Ft2
ASTM E 96 3.1 Perm / Inch
ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
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.
MIAMI•DADE COUNTY
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Center for Applied Engineering #94-060
257818-1 PA
25-7438-3
25-7438-4
25-7438-7
25-7492
Miles Laboratories NB-589-631
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
9637-92
01-6743-011
01-6739-062b[ 1 ]
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 Date
TAS 101 04/08/94
TAS 101 12/16/96
SSTD 11-93 10/25/95
SSTD 11-93 11/02/95
SSTD 11-93 12/12/95
ASTM D 1623 02/01/94
ASTM E 108 04/30/93
ASTM E 108 11/16/94
ASTM E 84 01/16/95
....
•
TAS 114 • • 0371' /96
•
ASTM D 1623 0/18/1€
TAS 101 02/21/12
TAS 123
••.•
• ▪ •
••.. •
•...
TAS 101 . ]•'0/�3f98
•• •• ••••
• • • •
•
TAS 101 • • t2/.2498
• . .
•• • • ••
• •••
. •
TAS 101 03/02/99
• '•
• •
• •
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• •
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 Polysee' 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 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 having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).• ••••
•
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam DispenserVI'Ff000 %ICJ
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 atter ICP dcffiesives
• ••
Polyset® AH-160 has been dispensed. • • •• • •
••• •• ••••
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in aceeli'tt e with the
Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • •
MIAMI•DADE COUNTY
APPROVED
r.
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
•
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Area
Minimum Paddy Gram
Weight
Eave Course - Flat, Low, High
Profiles
All 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 •
17 grams per bead
.. • •
`
•
Two Piece Barrel (Pan Tile)
Two Piece
•
65-70 sq. inches •....34 grad-401 r pa; q. • q
LABELING:
•.,,.
•
....
....
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All approved products listed herein shall be labeled and shall bear the imprint or identifiable'ma?king of t •.'
manufacturer's name or logo and following statement: "Miami -Dade County Product Contrc'ttpinoved" or t+ie Miami -
Dade County Product Control Seal as shown below.
. ••
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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
•
•
•
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
•
Nall through pia co nont
{wh•n raqulro}_
Undwrkymuna
Nail through plastic cement
Iwhen required)
MIAMI-DADE COUNTY
APPROVER.
ADHESIVE PLACEMENT DETAIL # 1
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 Pan Tile ' • • •
• •
• • •
•
•
1. •
Starting •
at the eave courle`r jply a i�linwu m 2" '•
(50.8 mm) x 10" (254 real) j" (25.4 nnml foam •
paddy onto the underlaYnrait positioi4e4 as showy • • ••
•
under the pan portion oftke the closestr to The
overlock of the tile being :CP; . • • • '
•
•• ••
2. Continue in same manner. insure approximately 17 ••
(109.7 cm2) — 23 (148.i cm2)square adhesidis • • • •
contact with the underkigbf; he tlle� ••
• • ••
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
Mail through piratic cement
tiwhen repuiredl
•f. —
Ursd.rlAyrn•nc
Rettens optional
ADHESIVE PLACEMENT DETAIL # 2
_-PaddyiBentaehTlled;
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile. • • • •
• •
• • •
•• •
Medium Profile / Double Pan life •
••••
•
• •
• • • •
•• ••
•••• •••• •
1. Starting at the eave course apple a mirflityj2" (5QS...
mm) x 10" (254 mm) x 1 ".((•5.4 mm) foampaddy • •
onto the underlayment po*tiOrtea as shown under the. • • • •
pan portion of the tile closgSr V ie overlook of the •
tile being set. Insure appro'ximatNy 17 i10U.cm2) —
23 (148.4 cm2) square inc; adlieaive 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)
N II ghraugh pPastic ccgrcnt--
$wheHrcquircd) ,'
Faxia
:: Wasphd.
Ernie donne
Drip edge
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 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square in i1t edln� sive
contact with the undersideof Atile. • • • • •
.. . • .
. . • .
.. ..
.
•••• .... . .
. •
• • • • • • • •
. .•
. . . . .
..• •. • • • •
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•
• • •• •
• •
• • • • •• • .
.• • •. . • •
• . •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Nail through plastic Cement
(when required!
Battens optional
° Paddy hinder tile)
Paddy (between tiles)
Single paddy
on top of tole
Fascia
Ea eClosatre
Flat/Low Profile Tile
Medium Profile Tile
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 nun) 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) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the i ildkrlock for
the second course tile to be installed..1.asuYe
approximately 8-9 in2 N•4-5$.1 cm22 of adhesive . •
. . . •
contact with the underside pfthe the • •• • •
.... ••••• •• •
• .
.•.. ..•.
(Instructions continued on nextpage) • •
• • • •
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• •
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•
•• • • •
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•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9of11
)when required)
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through plastic f Single paddy under tile
Paddy )between tiles)
Battens
optional / \ Paddy (under tiler
��
Sntgle 2 x 4 in.
paddy an
top of tie
Fasda
Weephole
Fave dosure
Drip edge
High Profile Tile
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 tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• • ••
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••.• ••.• • •
• • • •
• • • • • • • •
• ••
• . • • •
.• .• •.••
• •
•
• •
• • • •
• . • •
• • • • •
• • •
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
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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.
Underlayment
Eave closure
(motar shown)
Weephoi
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 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (2; im) x 10"
(254 mm) bead of adiesive directs}+ e�t.the inns):. • • •
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edge of each side of the cover tiles Lei v: •
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approximately 3/4" (IMAI) to 1" ('25. 'mm)
from the outside edge mine tile, inwtrd, free 4f,
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foam to allow for expansioiii. •• •"' • • '
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4. Turn cover tile over afti't; Edam is ;DDI:0 and
place onto pan tile courze.1iisure a minimum of
20 (129 cm2) - 25 (1 41.3 cri2) squad a �h
contact area on each :ide etthe cover tile to the
pan tile. Continue in sai'he thanner.'Tti%away
any cured exposed foam adhesive. P'oi$ting 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
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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.
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
Exposed Ceiling: Exposed, open beam ceilings are where the ar�drsile of the roo
g r�t •Qecking • •
can be viewed from below. The owner may wish to maintain the architectural nce; tfrg fob, •
roofing nail penetration of the underside of the decking may not be acceptablo.ZIS1s provides the option of •
maintaining the appearance. . • • • • • • •
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Overflow scuppers (wall outlets): It is required that rainwater fl5ws off so that The roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extens'vi may block the
discharge if overflow scuppers (wall outlets) are not provided. It may be neceZsaryto instal:lut'MM
scuppers in accordance with the requirements of Sections R44403 an
� caner/A t's'Si natur
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g g e Date Con r !t+��,.!rt':��' Date
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number