RF-16-3050Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit NO. RF -11-15-3050
p • Permit Type: Roof
' Work Classification: Tile
Permit Status: APPROVED
Issue Date: 1111512016
Expiration: 05/14/2017
Parcel Number
Applicant
195 NW 91 Street
Miami Shores, FL 33138-
1131010000190
Block: Lot:
DAVID PIRIANO
Owner Information
Address
Phone
Cell
DAVID PIRIANO
195 NW 91 Street
MIAMI SHORES FL 33127-
(774)212-5876
195 NW 91 Street
MIAMI SHORES FL 33127-
Contractor(s)
TOP SEAL SERVICES CORP
Phone
(305)754-7844
Cell Phone
Valuation:
Total Sq Feet:
$ 21,000.00
3308
Type of Work: Re Roof
Additional Info:
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
$12.60
$4.88
$4.88
$4.20
$325.00
$9.00
$16.80
$877.36
Pay Date
Invoice #
11/15/2016
11/15/2016
Bond #: 3248
Pay Type
RF -11-16-61988
Check #: 246
Check #: 5222
Amt Paid Amt Due
$ 500.00 $ 377.36
$ 377.36 $ 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, MECHA ICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
IDAVIT:
oning.
co
fy that all
e, I
ing information is accurate and that all work will be done in compliance with all applicable laws regulating
the above-named contractor to do the work stated.
ed Signature: Owner Th Ap. ica
Building Department
pY
Contractor / Agent
November 15, 2016
Date
November 15, 2016
1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-270807
Permit Number: RF -11-16-3050
Scheduled Inspection Date: December 27, 2016
Inspector: Riveron, Alexis
Owner: PIRIANO, DAVID
Job Address: 195 NW 91 Street
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: TOP SEAL SERVICES CORP
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number (774)212-5876
Parcel Number 1131010000190
Phone: (305)754-7844
Building Department Comments,
RE -ROOF TILE TO TILE
Infractio
Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
December 27, 2016
For Inspections please call: (305)762-4949
Page 8 of 28
FLORIDA'? \ TEC
PROVIDING SOLUTIONS TO THE \ ROOFING INDUSTRY
Lab Report No. 126764
C.A. # 30448
Lab Certificate # 13-0507.02
Tes
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -106
FROPERTYA.DDRESS: 195 NW 91st St., Miami
OWNER: David Piriano
CONTRACTOR: Murphy Roofs
TILE TYPE Fid
.41TACI-IMEN91• Polyf03m
PERMIT No: RF -11-16-3050
ROOFING SQUARES: 34
ROOF PITCH: 4:12
INSPECIM INITIALS: AS & DW
TEST MM.': 12/1912016
Required Testi nct Force: 35 lbs
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
14
Passed
441-4$
Passed
10-19
Passed
20-29
Passed
30-39
Passed •
,
i
TIIIS ROOF HAS: PASSED ID FAILED .a THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106.
10735 SW 216th St. Unit 416
M Iarni-FL 33170
83'
2
48,
5 z
r8
47
, M
10 ; 4 45
11 4»'
12
13 1-'
4`1
14
28
20
Er- -- ---v
18 L 19
Page I of 1
www.FioridaTEC.net
53'
123 -
•
•
31
25
•
Tel: 305-2564455(
Fax: 3O5-256-683
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-270804
(Flk
ONO)
Permit Number: RF -11-16-3050
Scheduled Inspection Date: November 18, 2016
Inspector: Diaz, Guillermo
Owner: PIRIANO, DAVID
Job Address: 195 NW 91 Street
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: TOP SEAL SERVICES CORP
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Tile
Phone Number (774)212-5876
Parcel Number 1131010000190
Phone: (305)754-7844
Building Department Comments
RE -ROOF TILE TO TILE
Infractio
Passed Comments
INSPECTOR COMMENTS
TIN CAP SPACEING
False
False
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
November 18, 2016
For Inspections please call: (305)762-4949
Page 21 of 34
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: Miami -Dade County Building Official
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name
Property Address
Roofing Permit Number
Dear Building Official:
certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as regiired by the "Manual
of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9B-3.047 F.A.C.
I
)92 A )4,7c? DA:kik cr
9 - N.v q I 14-'
P4 If fc, 30SO
' /6) WdiL
c-4.1-1) cwe-P)
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this
day of
(SEAL)
Personally known
or Produced Identification
20
E ;; :^.� • ANTOJ0 :ALO
i ' 1
F*:6,n Eh Pt
l\
Feortt, C2 .: 2d17?
fi•. J - MY COM
lit
-':
.1(4!.......121:35401115' cnda totary3ut'rg-m = r
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
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
Master Permit No.
Sub Permit No.
RECEIVED
NOV 0 8 2016
4/(0k-
FBC 20 I y
6 -X56
ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
JOB ADDRESS:
i c — Ai
CONTRACTOR DRAWINGS
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type:
Load: Construction Type:
Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): .`Q i C Y L 1 `\ A �l� Phone#: .77C1 P 1 'z_ -7,2Z,
Address: i cl(� U`' '\.J t
City: Y \ L_Y1/\ S � r k. -4\Q State: 1 4
6 Zip:
Tenant/Lessee Name: Phone#:
Email: NUI S JZT-oO-(S T J-�.)
CONTRACTOR: Company Name: i\ SQ\ L;Cp ne#: c3e=4.—'0-i "
Address: c "1 9 iv v3 57 --
City: ric"\_ I State: t` ( Zip: .�3(i/ a
Qualifier Name: 1 I �
N 1 (V-74 Phone#:-7O�T9 L. -rD..30
State Certification or Registration #: !ECC tCC ! 33°I 9 9 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
-- -) D g
Value of Work for this Permit: $
Type of Work: ❑ Addition ❑ Alteration
Description of Work: q251__�A—�-
G
Square/Linear Footage of Work:
❑ New
4
❑ Repair/Replace ❑ Demolition
Specify color of color thru tile:
Submittal Fee $ G�
Scanning Fee $ l
Technology Fee $ C((:) ' ,90
Structural Reviews $
(Revised02/24/2014)
Permit F
Radon Fee $
,S 25 - c CCF's 12
'C • DBPR$ -
Training/Education Fee $
2.0
CO/CC $
Notary $
Double Fee $
Bond $'
TOTAL FEE NOW DUE $ 3.9-9 • �b
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City t'" ` 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien 1. - • . hure w .e delivered to the person
me t must . e posted at the job site
nce of ch posted notice, the
whose property is subject to attachment. Also, a certified copy of the recorded notice of
for the first inspection which occurs seven (7) days after the building permit is issue
z inspection will not be approved and a reinspection fee will be charged.
Signature
Signature
mmen
. In the
OWNER or AGENT
The foregoing instrument was acknowledged before me this The foregoing i r ent w _ , m • edged before me this
10 day of DG\C`Xi-- , 20 (C' , by 3 day of c c_. , 20 f , by
, who is personally known to
me or who has produced 'wp as me or who has produced as
, who is personally known -to
identification and who did take an oath.
NOTARY PUBLIC:
identification and who did take an oath.
NOTARY PUBLIC:
Sign: ✓ Sign:
Print: CoecA `u( � I••o Print: m CARO
Seal: Geoffrey TOT es Potency
Seal: t; •
Notary Public
MY COMMISSION # EE879367
State of Florida �', EXPIRE$ February 28.::017
(a07j998-0t6! FwrMallotarys vh
APPROVED rn (',
�pmmission No. FjP 9
1
(Revised02/24/2014)
Plans Examiner
Zoning
Structural Review Clerk
toggle Earth meters
100
50
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.
To: Miami -Dade County Building & Neighborhood Compliance Department
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name d i ld /l e1 A /�1)
Property Address (q5 --n/ L/ `7 / ,q /Air / S7/D0'S
Roofing Permit Number
Dear Building Offici
I (P• certify that I am not required to retrofit the roof to wall
connections of my building because:
The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00.
11 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).
Signature of Property Owner
V<6 "tilNO
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this 9
day of OC\ -c 1 , 20 ( C
0)
(SEAL) Geoffrey Torres Polanco
Notary Public
State of Florida
Personally known MyCommission Expires 02/11/2020
Cor Produced Identification
Commission No. FF 959884
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
Property, Search Application - Miami -Dade County
Page 1 of 1
OFFICE Of THE PROPERTV APPRIUSER
Summary Report
Property Information
Folio:
11-3101-000-0190
Property Address:
195NW91ST
Miami Shores, FL 33150-2256
Owner
DAVID PIRIANO
Mailing Address
2101 LUCAYA BEND #J1
POMPANO BEACH, FL 33066
Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
3,212 Sq.Ft
Living Area
2,678 Sq.Ft
Adjusted Area
2,715 Sq.Ft
Lot Size
13,200 Sq.Ft
Year Built
1959
Assessment Information
Year
2016
2015
2014
Land Value
$290,690
$214,460
$177,870
Building Value
$141,723
$141,723
$138,057
XF Value
$4,449
$3,263
$3,282
Market Value
$436,862
$359,446
$319,209
Assessed Value
$346,685
$315,169
$286,518
Benefits Information
Benefit
Type
2016
2015
2014
Non -Homestead
Cap
Assessment
Reduction
$90,177
$44,277
$32,691
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
1 53 41 .29 AC M/L
W135FT OF S1/2 OF SW1/4 OF NW1/4
OF SE1/4 LESS W35FT & S35FT FOR
ST & LESS N169.25FT THEREOF
LOT SIZE 100.000 X 132
Generated On 11/8/2016
Taxable Value Information
Previous
2016. 2015, 2014
County
Exemption Value
$0
$0
$0
Taxable Value
$346,685
$315,169
$286,518
School Board
Exemption Value
$0
$0
$0
Taxable Value
$436,862
$359,446
$319,209
City
Exemption Value
$0
$0
$0
Taxable Value
$346,685
$315,169
$286,518
Regional
Exemption Value
$0
$0 $0
Taxable Value $346,685
$315,169, $286,518
Sales Information
Previous
PriceSale
OR Book-
Page
Qualification Description
05/26/2009
$280,000
26887-Qual
3946
by exam of deed
09/01/1991
$0
00000-
00000
Sales which are disqualified as a result
of examination of the deed
08/01/1979
$76,500
10493-
1147
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/
11/8/2016
RECEIVED
fix n.10*
1
HIGH -VELOCITY HURRICANE ZOP
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Penmit No. Process No. F fib– SOC -1
Contractor's Name
Job Address 05----/ut.,L3 9
❑ Low Slope
❑ Asphaltic
Shingles
0 New Roof
ROOF CATEGORY
0 Mechanically Fastened Tile
0 Metal Panel/Shingles
0 Prescriptive BUR -RAS 150
ROOF TYPE
ortar/Adhesh►e Set Tile
Wood Shingles/Shakes
0 Recovering 0 Repair 0 Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof rea (SF) Steep Sloped Roof Area (SF) Total (SF) -2
3x) )
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, cleftly: •
identify dimensions of elevated pressure zones and location of parapets. • •
J
n
Q
H
a
.0
J
:1 ..6
w.
wi..
w
.T .0
U
Y
a
z Z
U
••O •,
(. - Q
J1.
r
c� ▪ 'n
••,.• •
••••
•
• •
4..•.,.•; • •
• • •: •
•..
•
• ••.•
•.,•
•• •
i
•
•.
• •
• •
•
•• • •. •
: ..,•L•.
:z • . •
•• • ;•
• •• •••.:•••• • •
;� • b •
Vi •
;
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: .E/1/7'6Wq
Product Approval Number: /. '•
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: P2:
51 /1:09'L 2/ 30
P2: c 3:
Maximum Design Pressure
Product Approval Specific System:
0/
Method of Tile Attachment: _ G i miff/ %
Roof Slope:
:12
Steep Sloped System Description
Deck Type;
eie7 / 7f
Type Underlayment: j e214 /7r/Cee=
Insulation:
Ridge Ventilation? //
6.
/v/d
Fire Barrier:
• •
• . •
r.
•
.
Fastener Type & Spacing:'
• s-.-. �.. .
Adhesive Type:
Mean Roof Height:
•
. •
Type Cap Sheet:
Sw6FTZe7447.4X
. . •
Roof Covering:
4416
Type & Size Drips
Edge:
•
5.41
••••
•
•
.•..
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values
for Mr with the values from Mt. If the Mrvalues are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
/ Method 1 "Moment Based Tile Calculations Per RAS 127" r'
(P,: x x,�S9-rKW779,...p43.67 Product Approval
(P2: XX. 7_/Mg:-'%7 �� pp
1pD7r �'" ; 9�Mra/ ?Z.:CPI Product ApprovalM,,��•i
(P3: x1,Z$. x'14) -M : 77 r.jev Product Approval M,".f� / .3
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mean Roof Height - .
Roof Slope, -
Mf Required Moment Resistance*
15'
20'
25'
2:12
3:12
4:12
34.4
36.5
38.2
32.2
34.4
36.0
5:12
30.4
28.4
32.2
33.8
30' 40'
39.7 42.2
37.4
35.1
39.8
37.3
30.1
6:12
26.4
28.0
7:12
24.4
25.9
31.6
29.4
27.1
32.8
34.9
30.5 32.4
28.2 30.0
*Must be used in conjunction wifih a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for
Fr. If the F' values are greater than or equal to the F, values, for each area of tl-s roof, then
the tile attachment method is acceptable.
• •
Method 3 "Uplift •Based Tile Calculations Per RAS 127" • • • • •
•
(P,:x1: xw:= )-W:xcos 0: - =F,_
(P2: .._ x 1: _---- Product Apprp f.
x w:= ) - W: x cos 0: - = Ftz Product ApptColal ”
(P3: x 1: x w:= ) - W: x cos 0: _ Fr, Product Apprn11*; •••••.
•••• ••••
•
•
•
•
•
Description
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment'Resistance
Minimum Attachment Resistance
Required Uplift Resistance
Average Tile Weight
The Dimensions
Wh
Symbol
PI or P2 or P3
H
8
M, ..
F,
W
1= len0
w . widih_
AH calculations must be submitted to the Building 0
re to Obtain Information
Where to find
•
.•
•
••
•
• • •
RAS 127 Table 1 or by an engineering analysis prepared by P% based on ASCE 7i
Job Site • • •
Job Site •
Product Approval
Product Approval
Product Approval
Calculated
Product Approval
Calculated
Product Approval
Product Approval
fficial at the lime of permit application.
• •
• •
• •
•
•
••••
• •
•• •
• .•.•••
•
• ••
•
•
• •
• •
•
••
•
•
•
•
"Delivering Excellence Every Day"
:t
--- iMIAMI-DADE COUNTY {----
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner s nthe designated required
r dsroo ingindermitthat the , and to
explain to the owner the content of this form. The owner's initials
has been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
the roofing system meets the wind resistance and water intrusion
Zone) are for the purpose of providing that
performance standards. Aesthetics (appearance) are not a consideration with
respect to a ening ode m worans
h be addressed
Aesthetic issues such as color or architectural appearance, that are notp
as part of the agreement between the owner and the contractor.
j 2. Renailing wood decks: When replacing roofing,
the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity
Hurricane roof system).Zones)
of the Florida
Building Code. (The roof deck is usually concealed prior to removing theexisting
3. Common roofs: Common roofs are those which have no visible delineation between
me ghb and/or
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor
owner should notify the occupants of adjacent units of roofing work to be performed.
.,.__ Exposed, open beam ceilings are where the underside of the roof decking can be
1r�, 4. i• 3tpU�1dU l:Gttill�J. open
viewed from below. The owner may wish to maintain the architectural ownerce; therefore,
the optioning nail
penetrations of the underside of the decking may not be acceptable. provides
maintaining this appearance,
5. Ponding water: The current roof system and/or deck of the building ni4yn3t drain w01 and'rh tt: •
cause to pond (accumulate) in low-lying areas of the roof. Ponding can be atrir licatior of gt uctutat.:.
distress and may require the review of a professional structural engineer. Ponding nim horten tlf . life .• •
expectancy and performance of the new roofing system. Ponding conditions may hait.i:e eviddA:t til thL originE
roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow offs that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensionsom'
scuptp�i'sr in a1? ti me
overflow scuppers (wall outlets) are not provided. It may be necessary to install
with. th- requirements of: Chapter 15 and 16 herein and the Florida Building Code, Picentbinr • :
tar�r� 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing arrount of attic ventilation shall not be
reduced.
Owner's/Agent's Signature:
Contractor's Signature:
Property Address:
tuber:
MIAMI.
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
IIIAiVII-DADE COUNTY
PRODUCT CONTROL SECTION
T1805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade,eov/economy
Entegra Roof Tile, LLC
1289 NE 9'h Ave
Okeechobee, FL 34972
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-Pro.duct Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality. assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Plantation Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge, 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 err: tfiare has been• o 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.e.irarrision o.m4eanle in Elie . .
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eiriorsetnent vi;atty product,: • • •
for sales, advertising or any other purposes shall automatically terminate this NOA. Fai1ufeVeQmply yvtt41,2tr�y sectit • •
of this NOA shall be cause for termination and removal of NOA. • • • • • • •
. .•
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ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, blcrida, and'ol4ov'.d by the •
expiration date may be displayed in advertising literature, If any portion of the NOA is disptiayejl, then gill be dcgte• • •;
in its entirety.
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INSPECTION: A copy of this entire NOA shall be provided to the user by the manufact rer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #14-1120.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Gaspar J Rodriguez.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15 .
Page 1 of 7
ROOFING ASSEMBLY APPROVAL`
Category:
Sub -Category:
Material:
Roofing r,S,
Roofing Tiles
Concrete
1. PRODUCT DESCRIPTION
Manufactured by
Applicant
Plantation Tile
Trim Pieces
Dimensions
Length: 16'/2"
Width: 13"
L = varies
W = varies
Varying thickness
2.1. MANUFACTURING LOCATION
1. Okeechobee, FL
Test
Specifications
TAS 112
TAS 112
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier
American Test Lab of South RT0624.05-14
Florida
Redland Technologies 7161-03
Appendix III
The Center for Applied 94-060B
Engineering, Inc. 94-084
Redland Technologies 7161-03
Appendix II
Redland Technologies Letter Dated Aug. 1, 1994
Redland Technologies P0631-01
Redland Technologies P0402
The Center for Applied Project No. 307025
Engineering, Inc. Test #MDC -76
Walker Engineering, Inc. Calculations
Walker Engineering, Inc. Calculations
MAMt•DADE COUNTY
APPROVED
lr
Product
Description
Flat concrete roof tile for direct deck or
battened nail -on, mortar or adhesive set
applications.
Accessory trim, concrete roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Test Name/Report
TAS 112
Static Uplift Testing
PA 102 & PA 102(A) •
Static Uplift TeStPg
PA 101 (Adhesiv443)
(Mortar Set}
Wind Tunnel TesNi»g •
PA 108 (Nail -Ort), • • •
Wind Tunnel Tang •;
PA 108 (Nail -011) • •
Wind Tunnel Testin+
PA 108 (Mortar:§e':)
Withdrawal ResistanceWting of
screw vs. smooth shank nails
Wind Driven Rair
PA 100
Aerodynamic Multip:er
25-7183
25-7094
25-7496
Date
07/03/14
Dec. 1991
• •
Malch, 1994
• ZM 1994
••• eci 1991•
••••
.•Mg,.1994
•• •
fuly 1994•
• •
&pt. 1993,
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••• •
Oct. 1994
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March 1999
April 1999
March 1995
February 1996
April 1996
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 2of7
•
2.2 SUBMITTED EVIDENCE: ,.r
Test Agency Test Identifier Test Name/Report. Date
l
Walker Engineering, Inc. Calculations 25-7584 December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999
Farabaugh Engineering and T295-11 TAS-108 10/05/11
Testing Inc.
Farabaugh Engineering and T306-11 TAS-108 10/04/11
Testing Inc.
Farabaugh Engineering and T279-11 TAS-108 09/23/11
Testing Inc.
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.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code. • •
3.7 All products listed herein shall have a quality assurance audit in accordance wwtA:the Florida Building
Code and Rule 61 G20-3 of the Florida Administrative Code. • • •
M1AM[•DADE COUNTY
APPROVED
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NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 3of7
4. INSTALLATION
4.1 Plantation 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
Tile Profile
Plantation Tile
Table 1: Average Weight (W) and Dimensions (1 x w )
Weight -W (lbf)
Length-1(ft)
Width -w (ft)
11.6
1.375
1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Plantation Tile
Tile
Profile
(ft3)
Batten Application
X (ft3)
Direct Deck Application
0.267
0.289
Tile
Profile 2": 12"
Battens
Table 3: Restoring Moments due to Gravity - Mf (ft-Ibf)
Direct
Deck
Plantation 7.22 7.91
Tile
3": 12"
4": 12"
Battens
Direct
Deck
Battens
Direct
Deck
5":12" 6":12"
Battens
Direct
Deck
Battens
6.85 7.79
6.75 7.67
6.61 7.52 6.44
Greater than
7": 12"
Direct Battens
Deck
7.32 6.26
Direct
Deck
7.04
MtAMt.DADE COUNTY
APPROVED
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NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 4 of 7
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J.,. -r. muaunrnent Kesrstance expressed as a Moment - Mr (ft-lbf)
For Nall -On Systems
Table 5: Attachment Resistance Expressed as a Moment Mr4(fte(?f •••
For Two Patty Adhesive Set Systems ••
•
Tile Profile
Tile
Profile
Fastener Type
Direct Deck
(Min 15132"
plywood)
Direct Deck
(Min. 19/32"
plywood)
•
• • • • 31.3' • • ••
_
2 See manufactures component approval for installation requirements. ••
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Battens
Plantation Tile
.
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
•
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-:
48.3
• ...
1 Installation with a 4" tile headlap and fasteners are located a minimum of 2%A" from the head of the
•• • •,.. •
Table 5: Attachment Resistance Expressed as a Moment Mr4(fte(?f •••
For Two Patty Adhesive Set Systems ••
•
Tile Profile
Tile Application
•••• ••••
Mi trium A teofxnent ••
••;••liesistpm ••
Plantation Tile
Adhesive
•
• • • • 31.3' • • ••
_
2 See manufactures component approval for installation requirements. ••
' •
• • •.
3 Flexible Products Company TileBond Average weights per patty 13.9 grams. • • •
•
3M- 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. • •• •'
•• •••• •
Table 6: Attachment Resistance Expressed as a Moment - Mf (f,-ibf)
For Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment Resistance
118.94
Plantation Tile
3M'" 2 -Component Foam Roof Tile Adhesive AH -160
3M'" 2 -Component Foam Roof Tile Adhesive AH -160
40.45
4 Large paddy placement of 45 grams of 3M'" 2 -Component Foam Roof Tile Adhesive AH -160
5 Medium paddy placement of 24 grams of 3M" 2 -Component Foam Roof Tile Adhesive
AH -160.
M1AMIOADE COUNTY
APPROVED
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 5of7
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Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-lbf)
• for Mortar Set Systems
Tile Profile
Tile Application
See specific mortar manufacturer's Notice of Acceptance.
Attachment
Resistance
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami -Dade County Product Control Approved".
OR
PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly
evaluate the installation of this system.
MIAMI•DADE COUNTY
APPROVED
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NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 6 of
PROFILE DRAWING
PLANTATION FLAT CONCRETE TILE
M1AMMADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
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NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 7 of 7
MIAM
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.2ov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 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 v:[th, ay section
of this NOA shall be cause for termination and removal of NOA. •
..• • . .
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cough,:1;1orida, anti followoed
by the expiration date may be displayed in advertising literature. If any portion of the.NOA is disi94aned, then
it shall be done in its entirety. y •••• ••••
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer o fits distriT tit rs and
shall be available for inspection at the job site at the request of the Building Official. : •• ••• • •
This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. • ., • •• •:
The submitted documentation was reviewed by Gaspar J Rodriguez.
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NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 1 of 8
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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 3'3-3/8"
Or 65'x3'
60 mils thick
61' x 3'3-3/8"
60 mils thick
61' x 3'3-3/8"
60 mils thick
65'8" x 3'3-3/8"
60 mils thick
32'10" x 3'3-3/8"
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-fiber/polyester
reinforced waterproofing membrane. Designed as a metal
roofing and roof tile underlayment.
A rubberized asphalt self -adhering, polyester reinforced
waterproofing membrane. Designed as a a roof tile
underlayment.
A rubberized asphalt waterproofing membrane, glass-
fiber/polyester reinforced, with a granular surface
designed for use as a tile roof underlayment.
A rubberized asphalt self -adhering, glass-fiber/polyester
reinforced waterproofing membrane. Designed as a metal
roofing and roof tile underlayment.
A homogeneous, rubberized asphalt waterproofing
membrane, glass fiber reinforced with poljolefnic film
on the upper surface for use §s n uli derlayment for metal' • • •
roofing, roof tile, slate tiles antl•shifigle uCderjUment. • •
A homogeneous, rubberized ast.1 14 waterproofing •
membrane, glass fiber reinfoVed'Njth pobytyleftic film
on the upper surface for use as' an'inderlay? r?t for m&tai • •.
roofing, roof tile, slate tiles aric�solii�gle uMaealayment.
..... .
Polyester reinforced, SBS mOdl'a'tjbitumen thembrane
with a sanded back face and t. granule top:stu11w. Fof
use in roof tile underlaymentsy� 4ems. •
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NOA No.: 15-0410.04.
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
Test Agency
Trinity 1 ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
EVIDENCE SUBMITTED
Test Identifier
P10870.09.08 -R1
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.10.11
P40390.08.12-2
P37590.07.13-1
P45270.05.14
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC 10130.06.16-3
PLYG-10130.06.16-1
PUSA-035-02-01
PUSA-055-02-02
PUSA-089-02-01
JX20H7A
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 110
TAS 103 & TAS 110
ASTM D1970 & TAS 110
TAS 103
TAS 103
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & 0155
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
10/07/14
10/17/14
06/27/16
06/27/16
09/29/06
12/10/07
07/06/09
04/01/08
11/09/09
02/18/10
02/18/10
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami -Dade County Product Coi trgl�Approved"
or the Miami -Dade County Product Control Seal as shown below. • . •'• •
•• • • •
MIAMI•DADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
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2. Any other documents required by the Building Official or applicable building code in ordar.t'o koperly.evaluate Meinstallation of this materials.
• • •
IMILAIltrzfftiOUNTY
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NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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:
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 I1 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)
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 1I 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.
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NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 4 of 8
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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 remove 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-'/2" 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 mem6rane 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 Polystick shall be
applied over the underlayment.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and 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 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 surfacLia%deck
shall be free of irregularities. •
••••
•• • •
5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, PolystscJ.TU P,Mitick TLJ •
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre•c+kisting roof membrane
•
as a recover system. •••• ••••• • •
• • •
6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Po1ys,�_ TU P, PAlyStick TT,T•:•••
Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a tempora?to3f for rbolgtsTan t114 ....
amount of days listed in the table below after application. Polyglass reserves the rig):bbr vise or alter product ••
exposure times; not to exceed the preceeding maximum time limitations. ••••••
Exposure Limitations (Days) • •• masa •4101MTS
IR -Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro•
TU M?c..
•1VCTS 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
CIIIII=1,111A111,CLADE COUNTY
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 5 of 8
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