RF-19-1130 (2)Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
if 1-ni-Li %
Issue Date: 06/05/2019
Parcel Number
1225 NE 93RD ST, Miami Shores, FL 33138 1132050270030
Contacts
Permit NO.: RF-05-19-1130
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: Approved
Expiration: 12/02/2019
MARK & DARLENE HUTCHINSON Owner KMR ROOFING LLC Contractor
1225 NE 93 ST, MIAMI SHORES, FL 33138 EDGAR ROJAS
Other: 9544459705 10424 W STATE RD 84, DAVIE, FL 33324
Business: 9543423400
ti
Description: ROOF REPLACEMENT - TILE & FLAT RE -ROOF Valuation: $ 30,000.00 on Requests:
Ins 305-ecti 4949
,,,,J
Total Sq Feet: 3,200.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$18.00
DBPR Fee
$4.88
DCA Fee
$3.25
Education Surcharge
$6.00
Roofing Fee
$275.00
Scanning Fee
$9.00
Technology Fee
$8.13
Total:
$374.26
Building Department Copy
Payments Date Paid
Amt Paid
Total Fees
$374.26
Credit Card 05/17/2019
$50.00
Check # 324.26 06/05/2019
$324.26
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAV T I y�rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating confitructi oning. Futhermore, I authorize the above named contractor to do the work stated.
/ Applicant / Contractor / Agent
Date
June 05, 2019 Page 2 of 2
Miami Shores Village
c
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ROOFING
nuh
9
BY:
FBC 20
Master Permit No.4-05-
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I Z2< PC CIS St
City: Miami Shores County: Miami Dade Zip: 931 9 $
Folio/Parcel#: 11' 32U - D21- 00� O Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): al ibflS o n Pho
Address: I2K NC °) 9 St
City: Ir AAM I i �� State: � Zip: 33 ? g
Tenant/Lessee Name:
Email:
one#:
CONTRACTOR: Company Name: U c Phone#: I. — ?f2- 3Yoo
Address: 0�2 A� 10 An qSy- ybs o6gb
City: �AV�Yr I F( State: /'� zip: 3 3Ncl
Qualifier Name: daay Ag Phone#: 30S - y0 9- DOD
a II
State Certification or Registration #: CU,113S 199s Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 501 0 ov Square/Linear Footage of Work: 3200
Type of Work: ❑ Addition ❑ Alteration1 ❑ New RfRepair/Rreplace ❑ Demolition
Description of Work: Vero j� IZy Q6cea I' � ; /G AA d (bo Y
Specify color of color thru tile: VA, d tkg tkq - Q)oktid& SMdoth 61)KA
Submittal Fee $ S 1 Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $ 3 Rq • a�
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be appKoked and a reinspection fee^will be charged.
Signat
AGENT
The foregoing instrument was acknowledged before me this
_ day of MW 20 by
Mai4u:�hf f5on, who is personally known to
me or who has produced \1 D as
identification and who did take an oath.
Signature
NTRACTOR
The foregoing instrument was acknowledged before me this
/.-r day of ^*Y' 20 /,' . by
_JL6.44 4Tas who is personally known to
me or who has produced
identification and who did take an oath.
as
NOTARY PUBLIC:
NOTARY PUBLIC:
9LSign:
Sign:
Print:
Print: 1*A&4 N
&A,-4 V
Seal: r
a n�MY
WW�+W+�
ry Pudic State of Floridai0.•!i51C11
Kendal Rowel
COnM014610n GG 100764
Expires oa/o2n 1
Seal: ,, •�� ,
=*c
�S, '^
MARILYN R.►AAEY
N FF 9b3�1
p(pl7ti 3: fu�N 23, 20m
Bo1aed TAfu Hwy publi 2101rrnbR
************
* * *
*******************
*************
APPROVED BY
Plans Examiner
Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, R 33138
Re: Owner's Name: Kai V Hukh lrwoo
Property Address:_ +gas A)C q 3 ;t
Roofing Permit Number:
Date:
Dear Building Official:
certify that I am not required to retrofit the roof to wall connections of my
building because:
XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 �dkon of the South nda Building Code (1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this /S� day of
Notary Public, Sate of Florida at Large
iY • •Ii' MY00MM010NtIFF9E 0
n" W" N* UnAu~
•.F Of
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.0 , an a uilding was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
KMR
ROOFING,
10424 W SR 84, Suite 10, Davie, FI 33324
(305)203-4550
www.kmr.roofine
info@kmr-roofing.com
FL -
Proposal Submitted To
Date 3 S / I
Phone
Name mairv
t �Sah
Job Name
Street 1 22S JNE:
93 it
Street
City, State A146
jlei P ZIP 33' 39
Clty, State ZIP
We hereby submit specification and estimate for
Email
Preparat ry Work
Remove existing roof to a clean workable
/ Surface and dispose of debris.
of linQa; 0n* (p9J sJ=P fnnt for nl
Re -nail wood decking in strict accordance with
The HVHZ section of the Florida Building Code.
Flat Roof/ Low Slope Roof
o� Install # base sheet as p de.
V Hot mop W-IJ inter
o' Hot mop W-t� erply,
a✓ Hot mop granulate r ► "14sc cap sheet.
NOTE:-Ne ings to be�stalled, as necessary,
to ro ransitions (such as valleys) and
netrations (such as vents)
Roof -to -wall can be enhanced (only if necessary) for an
additional $ Accept or Decline.
Shingle Roof
o Install # base sheet as per Coode..�sing�
ring-shanked roofing nail:inc
and Miami-D a#i Code
b Install rip metal as per
code using ring-sh roofing nails.
o Install fiberglass fungus resistant
es. Secure with 6 ring-shanked nails per shingle.
Tile Roof
a" Install # 30 base sheet as per Code.
o/ Install 3K? inch eave drip metal as per code.
ca/ Install TAU PI US the underlayment.
o/ Install GOW cZ672 the set in foam.
We hereby rpwro�pose to furnish labo a ,Jateriaals in complete accordance with the above specifications for the sum of:
f nr E ��a� Dollars ($ '4O0 coo j
Method of Payment: 60 / 5-1i21_Tr/F90JF'T 30/ T1L6 LOAF ; JO% guyn 11ycAe-LT11n+
NOTED TO BUYER, GENERAL CONTRACTOR OR OWNER: KMR Roofing, LLC hereby proposes to furnish the above labor and material in accordance with the above
speciflicatons. A deposit of $ - Is required upon acceptance and the balance as work progresses in direct ratio to work completed. Payment in full to
be made upon completion of the Job. WARRANTY TO ORIGINAL OWNER: KMR Roofing, LLC warrants workmanship for a period of /O years, but reserves the
right to supervise or inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Without this supervision or Inspection, all warranti
es are null and void. Warranty is transferable to new owner upon written application (subject to approval) and payment of 10% of contract price. Warranty Is conti
ngent upon job payment in full. All materials furnished will be as specified and work is to be completed in a workmanlike manner according to standard practices.
Any alteraUpn or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement.
KMR Roofing, LLC will exercise reasonable care when performing work, but cannot be held responsible In any manner for damage to driveways, sidewalks, foliage,
shrubbery, scree 7ng, septic tanks, gutters, pipers or cables, above or below ground. We will not be held responsible for water damage to the exterior or Interior of
thepremises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility for any damages done to
the roof by tradesman or parties. KMR Roofing, LLC cannot be held responsible for damage done to any lumber by termites, carpenter ants, or any other wood b
oring insects. Such wood will be1W ajiMlItional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL.
A.th—i—CIO fi.r. / Date 3 //5//
Acceptance of Proposal r
The above prices, specificati and i con ' o ar alract w sigtisfactory and are hereb 'pled. KMR Roofing, LLC, is authorized to do the work as specified. Payments will
be made as outlined above. This proposal ha he o r of a cont ned and accepted. I have read and agree to the terms and conditions as stated on the
front and back of this contract.
ACCEPTED Sign
Property Search Application - Miami -Dade County Page 1 of 1
(e,3i-,-;i'. UA&FFICE OF THE PRAkOPERTY 'As PRAISER
Summary Report
Property Information
Folio:
11-3205-027-0030
Property Address:
1225 NE 93 ST
Miami Shores, FL 33138-2940
Owner
MARK HUTCHINSON
DARLENE HUTCHINSON
Mailing Address
1225 NE 93 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1300 SGL FAMILY - 2801-3000 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
4/3/1
Floors
1
Living Units
1
Actual Area
3,256 Sq.Ft
Living Area
2,310 Sq.Ft
Adjusted Area
2,661 Sq.Ft
Lot Size
9,825 Sq.Ft
Year Built
Multiple (See Building Info.)
Assessment Information
Year
2018
2017
2016
Land Value
$353,702
$353,702
$329,361
Building Value
$144,889
$192,347
$192,611
XF Value
$0
$0
$0
Market Value
$498,591
$546,049
$521,972
Assessed Value 1
$498,591
$244,264
$239,240
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$301,785
$282,732
Homestead
Exemption
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
BAY LURE PB 44-63
E50FT LOT 3 & W25FT OF LOT 4
BLK 1
LOT SIZE 75.000 X 131
Generated On : 5/17/2019
Taxable Value Information
2018
2017
2016
County
Exemption Value
$0
$50,000
$50,000
Taxable Value
$498,5911
$194,2641
$189,240
School Board
Exemption Value
$0
$25,000
$25,000
Taxable Value
1 $498,591
$219,264
$214,240
city
Exemption Value
$0
$50,000
$50,000
Taxable Value
1 $498,591
$194,264
$189,240
Regional
Exemption Value
$0
$50,000
$50,000
Taxable Value
$498,591
$194,264
$189,240
Sales Information
Previous
OR Book-
Price
Qualification Description
Sale
Page
10/27/2017
$635,000
30745-4540
Qual by exam of deed
Corrective, tax or QCD; min
09/27/2017
$100
30699-1035
consideration
05/24/2017
$615,000
30550-2475
Qual by exam of deed
Corrective, tax or QCD; min
08/21/2015
$100
29833-2076
consideration
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 hfp:ltwww.miamidade.gov/info/disclaimer.asp
Version:
https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/17/2019
sKorI j
�ORIDP
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 designat space indicates that the item has been explained.
2. 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 ' r to removing the existing roof system).
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintainin a appearance.
5
6. Overflow scuppers (wall outlets): It is required that rainwater flows,off so that the roof is
4rnot adedd from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers all outlets) are not provided. It may be necessary to install overflow
scu pers in accordanc the requirements of Sections R4402, R4403 and R4413.
r '
0 er/ e s ignature Date Contractor igna ure Date
= MEa3 41-ee+
Property AddressMl � S A16
3313
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
2
o
m O
D n• 0
z m
� O �
I z
1 T+
U. m
D
E5 E2
C �
c M
o
o
Cn
Florida Building Code 6th Edition (2017) W
High -Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Informatlonl
Mawr Penrdt No. Process No.
yr.
Contractor's Name
L
Job Address 1•2N p�
C
ROOF CATEGORY
• By;
AY 17
?919
T
Low Slope ❑ Mechanically Fastened 711e ,4 Mortar/Adheshre S'et Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑' Prescriptive BUR4tAS 150 Are there
Gas Vent Stacks?
.
Yes ❑ No
ROOF TYPE Type: Natural❑ LPGX❑
❑ New Roof Re -Roofing ❑ Recovering ❑ Repair ❑ Malntena{Im •
o
. . .... .
ROOF.SYSTEM INFORMATION •' ' . • • •
. .
....
• •
. ...... ..
. 060000
.
...... .
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF).... ..
: •
• •
• •
.... . ..
900 3. aoo �, i P.PR
'.
..
•,
..
•
..
. .
.. .. ....
-��1- Section B (Roof Plan) :; •; •;
0060..
•'
r.�
jSWch Roof Plan: illustrate all levels and sections, roof drains, scuppers, ovdrf A.
go
see0•
0
z
scuppers and overflow drains. Include, dimensions of sections acid Jdvels, dlearly
100tlfy dimensions of elevated pressure zones and location of
; ,
0 , • ;
•
O
- parapi& .00.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
1
1
1
1
1
1
1
1
i
1
1
1
i
1
1
1
1
1
1
1
1
1
1
I
I
1
1
1
1
1
1
1
1
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES —UNIFORM PERMIT APPLICATION
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5W6,7
Other
As Applicable
1,2,3,4,5f6!1
ATTACHMENTS REQUIRED: ....
1.
Fire Directory Listing Page
2.
From Product Approval: • • • •
Front Page """
Specific System Description ' '
Specific System Limitations • • •
• •
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
468 FLORIDA BUILDING CODE — BUILDING, 6th EDITION (2017)
G
ROOF ASSEMBLIES AND ROOFTOP STRUbTURES
Florldn Rullding Gode Gib Edition (2017) 1
HIEh-Velooity Hurricane Zone uniform Permit Application Form M
1
Section a (Steep Sloped Roof System) 1
1
Roof System Manuraclurer:, Bora� IRoofina LLG 1
Notice of Acceptance Number: - ' 02 " 1
Minimum Design Wind Pressures, If Applloabio (From RAS 127 or Oalculalions): 1
P1: P1: -6$,1 pi: -100.7 1
1
1
1
Deck Type: PLYWOOD 1
1
type llnderiayment: gSTM 30# FELT
Roof Slope; b.1 ... ;.
r-3—: 12 Insulation N/A •
Fire Barrier: I WA r • .. • �. • • • • • • •
RldgeV ill tion? ^^-1
[mean Roof Height: _ 16'
i
. .r
Fastener type & Spacing: 1-1/4' RSN &:FN CgPS 2 W&,q Aa 12" i
In Freld • ,; •
Adhesive 1} pe: Polyset AH-160 Pe-0322.0 1
'type Cap Sheet: of alass TU PLUS NOA
RoolCovering: FLAT TILE
1
Type & Size Drip 269a 3" X V- 1
1 �
I
H
HOOF ASBFMBLIF.S AND ROOFTOP STRUOTURFS
Plorldo Bul/dlnb Code Oth Edition (2017)
High-Voloolly Hurricane Zone Uniform Permit Application Form
1
section R (Tito Caioullations)
For greater (hall or equal to the M, values,ifor each area of Ilia rood I or f, pthenlfile ilia attachmenttmethod Is acceptablo,ll the M, values
Method 1 'Moment Based Tllo Calculatlons Per RAS 127"
(pl=x).0.28q=-11.s ^ Mg: 7.7 =M„-3.51 Product Approval MI 40.4
(P2:-68.1xXU, U=-1s.s8 _Mg:7.7 ,,M,,-11:89 Product Approval MI 40.4
(P3r1 o0.7xXQ 2fl9= 29.80) ^ Mg: 7.79 = Mn 21_31 Product Approval Mr 40.4
Method 2 "Simplllled The Caloulatlone Per Table BeloW
Required Moment of Resistance (M) From'rabio Beiow 34.4 Produot Approval M,. 40.4
M, required Moment Resistance,
Moan Roof Height
Roof elope
16,
20,
26'
301
40,
2:12
MA
36.6
30.2
39.7
42.1
3:12
32.2
3 ,
$0.0
37.4
30.8 • •
412
30.4
32,2
33.0
36.1
371 •'
6:12
28.A
3011
31.0
32,0
34.
6:12
26.4
28.0
20.4
30,6
32.4
7:12
24.4
26.0
27.1
26.2
30.0
'Must be used In conjunction with a list of moment based file systems endorsed by the Broward County Bggtt Qf�Ptutos and.. 0 • •
Appeals.
For Uplift based Ilia systems use Method 3. Compared file values for F' wllh the values for Fr. If the F' values are gieate • r than or
equal to the Fr values, for each area of the roof. then the Ills attachment method Is acceptable. • . , • • •
JAI" • • •
IVIVIl1VuO Vji 1%1i=GOM IIIV vw.VM.q.ly.-. -1 ...- .-, -- -
(Pi,. _xl._=,.-_xw:=,�-W:-xcosO =F„_ Product Approval F' '.;••'
(P2:- x I. _ -, x w: = -) - W -_ x cos a ,._- = F,i _ Product Approval F'
(P3. _,_, x L _ = - x w: = _) - W: - x cos G = F,3,_, Product Approval F'
Whore to Obtain Information
Description
Symbol
Whereto find
n Pressure
Design
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pro -
pored by PE based on ASCC 7
Moon Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
M.
ProductApproval
Attachment Resistance
MI
Product Approval
Required Moment Resistance
M
Calculated
Minimum Attachment Resistance
F1
Product Approval
Required Uplift Resistance
F,
Calculated
Average'nie Weight
W
Produot Approval
The Dlmonslons
L = length W n width
Product Approval
All oaloulellona must be submitted to the
buliding official at the time of permit application,
MIAMI
MIAMI-DADS COUNTY
WDAD
PRODUCTCONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidnde.eov/economv
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of 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, modjf�*, of •
suspend the use of such product or material within their jurisdiction. RER reserves the right t4 rem this aCcbptance,
if it is determined by Miami -Dade County Product Control Section that this product or material1lils to meet ili4':
requirements of the applicable building code. • • • • • • • • •
This product is approved as described herein, and has been designed to comply with the Florid aPgilding Code • •
including the High Velocity Hurricane Gone of the Florida Bundmg Code.
DESCRIPTION: Polyglass Polystick Underlayments
.00000 •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stale and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. : .9. •
•• • • ••
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been rftf Mange
in the applicable building code negatively affecting the performance of this product.
: ee .
•••••• ••••
•• •• ••••
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 I through 8.
The submitted documentation was reviewed by Freddy Sendno] a
NOA No.: 17-0614.22
MIAMFDADECOUNIY Expiration Date: 09/13/21
Approval Date: 07/06/17
Page I of 8
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Dimensions
Polystick IR-Xe
65' x 3'33/8"
Manufacturing
Or 65' x 3'
Location #1 & #2
60 mils thick
Polystick Dual Pro
Manufacturing
Location #2
Polystick Tile Pro
ManarfactwIng
Location #2
Polystick TU Max
Manufacturing
Location #1 & #2
Polystick TU P
61' x T3 3/a"
60 mils thick
61' x 3'33/8"
60 mils thick
Test Product
Specification Description
ASTM D 1970 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.
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
ASTM D 1970 reinforced waterproofing membrane. Designed as a
metal roofing and roof tile underlayment.
TAS 103 and
ASTM D 1970
65'8" x 3'3-3/8" TAS 103 and
60 mils thick ASTM D 1970
32'10" x 3'33/$' TAS 103 and
130 mils thick ASTM D 1970
A rubberized asphalt self -adhering, glass-frbglpb4�P.ster
.
......
reinforced waterproofing membranew signed.as..a. metal
roofing and roof tile underlayment.
•
...... .. .
......
A asphalt self -adhering' polyester reinforced
;
rubberized
• • • •;
waterproofing membrane. DesigrSC th a a roUfill.
•
.... . ..
underlayment.
.....
...... ....
.....
A rubberized asphalt waterproofingrnembrarie; gl!s- • • • • • •
fiber/polyester reinforced, with;%tarhjlar surface •,
1V1UI{Lyul't l Nfs
designed for use as a tile roof uttderent. • • • •'
Polystick TU Plus 65' x 3'33/s" TAS 103 and A rubberized asphalt self-adher n" glass-frbar/polyester
(Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designe*'a*Ta metal
Manufacturiniz roofing and roof tile underlayment.
Location #1 & #2
Polystick NITS
65'8" x 3'33/s"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
Location 42
roofing, roof tile, slate tiles and shingle underlayment.
Polystick NITS Plus
65'8" x 3'33/s'
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Elastoflex S6 G
32'l0" x 3'3 %
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164 with a sanded back face and a granule top surface. For
Location #2
use in roof tile underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Report
Date
Trinity ERD
P10870.09.08-R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-2
ASTM D 1623
08/07/12
P37590.07.13-1
ASTM D6164
07/02/13
P45270.05.14
TAS 103, TAS 110 & ASTM D1623
05/12/14
P46520.10.14
ASTM D1623
10/03/14
P44360.10.14
TAS 103 & TAS 110
1.M7114
P43290. I 0.14
ASTM D 1970 & TAS 1;0 •
l dA M 4
PLYG-SC10130.06.16-3
TAS 103 & TAS 110 •„• �,
OCZ;V;.6
PLYG-10130.06.16-1
ASTM D1970 & TAS I IA.:..
06/27/16
PRI Asphalt Technologies
PUSA-035-02-01
00
TAS 103 ,00 •
V/29706
PUSA-055-02-02
TAS 103
N/W07
PUSA-089-02-01
TAS 103/ASTM D4798 & G 15 , �
@17jQ .709
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & 153
Q4/01108
RX14E8A
TAS 103/ASTM D4798 & Q155.
:rMV9
DX23D8B
TAS 103/ASTM D4798 & URISl
92/1&10
DX23138A
TAS 103/ASTM 134798 & G155
02A8W10
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
MIAMWADECOUN Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(I): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: 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.
Surfacing: See General Limitations Below.
Deck Type 1:
Wood, non -insulated
Deck Description:
Min. 19/32" plywood or wood plank
System Type E(2):
Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet:
••••
One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Y • • Y •. •
Fastening:
• Y
Per FBC 1518.2 & 1518A Nails and tin caps 12" grid, 6" o.c. at a mitlitnuA 4" heptl Irp;(for
base sheet only) ""' • `
Membrane:
Elastoflex S6 G, hot asphalt applied ..,, . Y •
Surfacing:
See General Limitations Below. • • • • : �..
.•..•. .•..
•• •• ••••
Deck Type 1:
Wood, non -insulated ;";" •
Deck Description:
Min. 19/32" plywood or wood plank Y ; • • • • •
System Type E(3):
Base sheet mechanically fastened to deck, subsequent cap membran4self- adhdr �d.
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type 11 or ASTM D 2626. . • •
Fastening:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Ply Sheet:
Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane:
Polystick TU Plus, self -adhered.
Surfacing:
See General Limitations Below.
NOA No.: 17-0614.21
MIAMMADECol Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall
be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the
roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention
to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly 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 NITS and Polygf tL MT; AM may W: •'.
. . ..
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roo�tl:.e.ysterm:.an. ....
a.quarry* * 0
slate roof assemblies. •
Polystick TU P may be used in all the previous assemblies listed except metal roofint. : ....:.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing ands e roof t sysfems.
Polystick TU Max maybe 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 NITS and Polystick NITS 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 NITS and Polystick NITS 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 NITS and Polystick NITS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ex osure Limitations (Days)
NITS
IR-Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
NITS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
MIAMI•DADECOUNW 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 86 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
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (E3)
Profile
MTS
S6 G
TU P, Tile Pro,
TU Max
MTS Plus
MTS Plus with
Dual Pro
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
6:12
without battens
Profiled
Prohibited ,.
4:12
6:12
6:12
4:12
6:12
Tile
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Ago-9ved Tile•System
Notice of Acceptance and applicable Florida Building Code requirements. When battens art rettuired•the:%tall
be utilized during loading and installation of tiles. • • • • • • •' •
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to.awid dropping pf
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure r tkoolles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, ibt;L•total of 6 iii" for
all underlayments except Polystick MTS which shall be loaded onto battens. • • • • •• • •
41
a
0
N
a^
`7
�Iw
-;--
POLYsnCKIU Flus
NOA No.: 17-0614.22
MIAMADECOUNTY 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 wood decks. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is accgljtvjble.
Please also refer to applicable Product Data Sheets of the corresponding products. • • •
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Pcl' gld$
Back Nailing Guide. Nails shall be, I I gauge ring shank type, applied with a minimum 1,3/sue Vital disk as
required in Miami -Dade County or simplex type nail as otherwise allowable in other regioVj, V a minimur; rate
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area,sveapara clp rr'.' on
the face of membrane, with the above stated nails and/or disks. The head lap membrane icto"Yer the WC4keing
back -nailed. (Please refer to applicable local building codes prior to installation.) • • 0 • • • '....'
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 Jayer of Polyg:&%*
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Fl841ng Cement, ..
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in ae;ween
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 1/a"/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 -Bight (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
MIA � UADECOUNTY 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 401bs 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
MIAMMADE COUNTY
....
......
....
. ..
.....
....
.....
. ,
....
....
......
......
......
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
MIAMI-DADE COUNTY
M�FAM�1�PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RE, SOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) %v�wv.miamidade.eav/econoniy
ICP Adhesives and Sealants, Inc.
12505 NW 441t' Street
Coral Springs, FL. 33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Mianu 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 Aevita:Building ale
including the IIigh Velocity Hurricane Zone of the Florida Building Code. • • •; • •
DESCRIPTION: ICP Adhesives Polyset® All-160 • • • • • •
...... ....
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ckye etnie and TQUQ Ang
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ; • • •
RENEWAL of Us NOA shall be considered after a renewal application has been filed and titre jittj been:10 c►range
in the applicable building code negatively affecting the performance of this product. " ' • •
see*
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 l through 11.
The submitted documentation was reviewed by Alex Tigera.
Keoe: I � M,
M:AMI-DADE COUNTY
= 311
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AR-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 tilt systems using ICP
Adhesives Pohyset* AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
specifications
ICP Adhesives N/A
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPacl0 N/A
30&100
TAS 101 Two component polyurethane foam adhesive
PRODUCTS MANUFACTURED BY OTHERS:
•••••• ••••
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA m1C4 fist atWJij4 er:t
resistance values with the use of ICP Adhesives Polysetei AH-160 roof tile adhesive. : • • : • • •
Dispensing Equipment
MANUFACTURING LOCATION:
1. Tomball, TX,
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
'
Dispensing Equipment •.'
...
Test
Results
ASTM D 1622
1.6 lbs./fi 3
ASTM D 1621
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 / Lich
ASTM D 2126
+0.07% Volume Change @ 400 F., 2 weeks
+6,0% Volume Change @1581F., 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.
NOA No.: 17-0322,03
MRAM4DADECQUN Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818-IPA
TAS 101
12/16/96
?
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB-589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtecl3 Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
;
i
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01/16/95
j
i
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
P36700.04.12
ASTM D 1623
04/18/12
P39740.02.12
TAS 101
02/2l/1„ 2' • • •
TAS 123
••. '•'•
•••••
Celotex Corp. Testing Services
528454-2-1
TAS 101
• • •; • 10/23/9$'
• • • • •
•
528454-9-1
528454-10-1
520109-1
TAS 101
...... 12/287 $...:'
•
.....;
:..
520109-2
• •
•• •• ....
. �
.....
520109-3
••••••
•'
520109-6
520109-7
520191-1
TAS 101
• • • • : 03/02499 ..
; • • • • j
520109-2-1
•
• • • •
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101,
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
CAMICOUExpiration Date: 05/10J22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1.
ICP Adhesives Polysee 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.
1CP Adhesives PolysetO AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of ICP
Adhesives Polyset°° AH-160 shall provide sufficient attachment resistance to meet 6r 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.
j
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. Is Operating Instruction and Maintenance Booldet.
4.
Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, hic, 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 Polyse& AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP
Adhesives ProPacle 30 & 100 dispensing equipment only. • • • •
7.
ICP Adhesives PolysetO AH-160 shall not be exposed permanently to sunlight. .'. • • • •
•.. �.. '
8.
• • Q.dhesiwes : •:
Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after". •
•
�.
•
Polyset4D AH-160 has been dispensed.
• • • «• •
9.
1CP Adhesives Polyset" AH-160 placement and minimum patty weight shall be in accordanc8 WiflIthe •• ••
."'';
'Placement Details' herein. Each generic tile profile requires the specific placement noted hert". • • •
.....
NOA No.; 17-0322.03
MBA Ap u COUNTY expiration Date: 05/10/22
• Approval Date: 04/27/17
Page 4 of 11
Table ]: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Area
Minimum Paddy Gram
Weight
Eave Course - Tlat, Low, High
All Eave Course
17-23 sq. inches
45-65
Proflles
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
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (I each longitudinal
17 grams per bead
edge) 20-25 sq, inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
. 34 grams urw erg"
. .
LABELING: • • • ... '
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marlggg of the • • •
manufacturer's naine or logo and following statement: "Miami -Dade County Product Control AWgy�4" or the�lYf itni-
Dade County Product Control Seal as shown below. • • •..' '.. •.'
�01aaoe c �Twy •
00
BUILDING PE RMITREQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.:17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # I
41-1 mupaplastictamont ,PaddyUWAMI&WO)
UprlDziayhl,ris r
I...•''tea ^' � ��'�,
�A f '�
MUM
s" 10-,ltv i " Fnstle
F.v4 iltitnn._---•... `+.4 .r••r+��t. ,ry
Nail If Tough P140ntttmeni
1whenraquIfed7 _
10
I aatuns
-FaYa[iosaro {
l"Va caunn
N■ilthoruahPlot* t .nt., Pid�yl$rn,atF►T+lol
tvlhnnioqulre�lF p1 ,.r•
3In: svld. ++��
opttonai �•�w^ �• �`'--ems, �,.-
w Icasvtoursr ��`+• ,r. x �asW.
t01n• � ,Ain. „� �,,� bripadgr
MIA I-DADECOUPt Y
Flat/Low Profile Tile
1. Starting at the cave course, apply a minimum 2"
(50.8 m n) x 10" (254 mm) x 1" (25.4 inm) 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 etn2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the cave course, apply a minitytu$'T:
(50.8 mm) x 10" (254 min) 45.4 mm) Win
...
"":
paddy onto the tlnderlaymeptpq�jioned its shown
under the pail portion of the 014ralpsest to th%
• • •
overlock of the tile being set* ... .. .
• • • • •
. .
.... . ..
2, Continue in same manner. lrtwwv approxiimWy 17
.....
00000
(109.7 cm2) — 23 (148.4 cmsquare incri adkesIve
00000,
contact with the underside pf t1rf le. •
.'
•
. .
•• • • .•
• . •
0000
.....
•
High Profile / Single Pan Tile
L. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 min) foam
paddy onto the underlayinent 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 (149.4 cmn) square inch adhesive
contact with the underside of the tile,
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approved Date: 04/27/17
Page 6 of 11
UndotUyntaM
OPWnal
Cain
.'�'
iriln +�s'
ADHESIVE PLACEMENT DETAIL # 2
Nr,ll throui:h MAOIeuement
4whenrequit4l
.Paddy iPlontad�Tllo�
Undetiayrnru _ ""^,,
;,� �,�► .
27n.VOW Krawre
Flat/Low Profile Tile
1. Starting at the cave course, apply a minimum 2" (50.8
min) x 10" (254 min) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlook of
the tile being set. Insure approximately 17 (109.7 crn2)
—23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a ►nh-dmuin 2" (50.8mm)
x 7" 077.8 rrun) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlook of the the
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesiyp• •
contact with the underside of the tile.• '....'
.... •.
...... .. .
......
Medium Profile / Double Pan Tits • • •
Starting the apply 11ninimurn V (50.8
• • • • •
1. at cave course,
mm) x 10" (254 min) x 1" (2.1.4Hit; foamAtltty.
• • • • •
onto the underlayment positioned as shown t2$ddi the
•
pan portion of the tile closest jo Tlhe everlock of the
• •
tilt being set. Insure approximately N (I O1.7•o&4 —
23 (148.4 cm2) square inch adW?ve contae t 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 nun) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlook 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,
(lbtstrirctions 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)
fJ� I!t!louplrptaltbcc�rrrrt•,,,�` j� f+�cldylRi+nR►th?i1M7
Swhonroqutirodf ��
�d��t+yleNnt_ ►�`w �''
Raleonsaptlon�f �,,✓„'`'^��`.',`_. �y'�.`"�,,.���'.`��.'�'.� '",>"'
riv
e,CFO
> �+ du
NAM • ADECOUNTY
High Proiale I Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 nun) x 1" (25.4 nmi) foam paddy
onto the underlayment positioned as shown under the
pan portion of the the closest to the overlook of the
the being set. Insure approximately 17 (109.7 cln2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimuin 2" (%8mm)
1
x 7" (177.8 nun) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlook of the the
being set.
F
1
3. Continue in same manner. insure approximatelyI7"
i
(109.7 cm2) - 19 (122.6 cmZ) square inch adhg.%iy9 •
contact with the underside of the tile.;
• • • • •
•
. ...
.
...... .. .
.
.....::
.... ..
......;
.;
...0 .
•
...... i
......
. . .
•• • • ••
. .
• • • •
...... €
NOA No.:17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHCSIVE PLACEMENT DETAIL # 3
Halithroughpiastic"iniml Paddy (between tiles)
(whenrequlredl
tsatteasoptlonal
• Paddylundertlie)
y � ootopdOO � 3
,o, s
4x4In,
Iinplep
under ti3g
Inpiapaddy
onundadaymen U41n.
• '4
4y21n Fascia
FaYeC)Dsvre
Flatfl.ow Protita711a
Nail through PhAIC Mont
4In.
MIAMI-DADECOUNTY
.LI
paddy under t{le
Paddy (between cues)
Medium Prolit4Tlie
[undertilel I
-, -- Eon Closure
Fasda
1. On the cave course only, apply a minimum 2" (50.8
min) x 10" (254 nun) x 1" (25.4 min) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat file 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 min) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in' (109.7-148.4 em') of
adhesive contact with the underside of the tile
2. Apply a 4" (101,6 min) x 4" (101.6 trun) x 1" (25.4
nun) foam paddy onto the underlayment just below
the second course line positioned foam paddy
snider the strengthening rib for flat tile, or under the
pan portion of the tile, closept to the underr•focl� for
• ••••
the second course tile to be tgqJallgrl. Insure
•••••
•
...
approximately 8-9 in' (51.6=j$. j F4n2) ofwa iliesi e
•
contact with the underside g4dit. tie.
• • •
• •
•••••
• • •
•••• • ••
•••••
(Instructions continued on next7xye) *Go**,
NOA No., 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Rallthraughplastlece Single paddy undertits
twhen tequlred) Paddy lbetween tiles)
Battens 4 Paddytundertile!
Haaa!
Ono gaddy h.
onundcdaymen t :.
sinpte 2 x b l.
ppaadd►ron
ioP of hle ��..
Eaw Course } Fasda
Weephole
tole. 2In. Eavedosura
Drip edge
HI9h protitaTile
C4DADE COUNTY
...E r
3. Also apply a 2" (50.8 irun) x 4" (101.6 mm) x'/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for fiat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm') -11 (71cm2) square inch adhesive
contact with the underside of the the at the overlap
and 7 (45.2 c0) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the the at
the head of the tile. Continue in same manner,
•
••••
• ••
•••••
•• ••
••••
••••••
• •
• •
••••••
0.:..*
NOA No.; 17-0322.03
Expiration Date: 05/10/22
Approval Date. 04/27/17
Page 10 of it
1) Plan enough adhesive to echiave dS to 70 sq.
In contact With the pan tile.
2) Tbrn covers upside down. Place adhesive In
to 1 in, from outside edge of cover ilia.
Than Install the tile. bnsure 20 to
25sq.ln.contactaree; h„o
!Underleyment
l
Raveclosurd
(motarshown)
Fascia
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch applications
Rwhon required)
Remove top portion of the save course covertile.Abut tosecond course of
pan tiles. Ensure save end of pan and covertiles are flush at save line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
I. Starting at the cave course, apply a minimum 2"
(50.8 mum) x 10" (254 nun) x 1" (25.4 turn) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support cave
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 cin') -- 70 (451.6 cm')
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the un ears ide
of the tile. Apply a mininVni I" (25.4 m X i0"
(254 nun) bead of adhesiN%4itec:ly on toe "Tr
edge of each side of the cQw"s. Leav% e • ;
approximately 3/4" (19 nv-a)o l;' (25.4 mw)
from the outside edge of the -tie
eiinwardpt]eaa of
foam to allow for expansiotir 0000
4. Turn cover the over after1'8aiheis applied tied•
place onto pan tile course; lftag a minimuhi of
20 (129 cm2) - 25 (161.3 Lim') s4iiare i4gjj .; e
contact area on each side of W stover Me to the
pan tile. Continue in same manner. Triiti wldy
any cured exposed foam adhesive. Poindlig of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
min) x 4" (101.6 nun) 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
f
MIAMI-DADE COUNTY
MIAMI•DADE PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miumidade.cov/economy
Boral Roofing, LLC
7575 II•vine 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, iu"fy, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this ameptance, • • . • •
if it is determined by Miami -Dade County Product Control Section that this product or mnteria; 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,lr M`da Bujl jiing 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 logo,* city, state atufo12owirrg
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . �. :....:
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #15-0721.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino 6
NOA No.: 18-0829.02
Expiration Date: 12/08/20
Approval Date: 10/11/18
Page 1 of 7
J
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Boral Plantation Concrete Roof Tile, as manufactured by Boral Roofing, LLC
in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida
Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined
by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS
127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by Dimensions
Applicant
Plantation Tile Length: 16'/2"
Width: 13"
Trim Pieces L = varies
W = varies
Varying thickness
2.1. MANUFACTURING LOCATION
1. Okeechobee, FL
Test
Product • • • • •
Specifications
. . ....
Bg��tion
......
•
TAS 112
Flat concrete roof -tee -for dueet•leA or
• • • • •
battened nail-on'ittfitr or adhesive set
•
"". '
'
applications. . ,' . .
TAS 112
Accessory trim; concrete root p. Bees for
000000
use at hips, rakis�, and vai).ey
•
j%c ,es
•
tenninations. 11dandfaptured f'or e4ch the
00,,0%
profile. ""' •
.. . • • •
• •
. .
2.2 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polysete AH-160
TILE BOND' Roof Tile Adhesive
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof tile adhesive.
DAP Foam Touch N Seal Two component polyurethane
StormBondo 2 Roof Tile Adhesive foam adhesive.
MIAMFDADE COUNTY
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
Dap Foam, Inc.
NOA No.: 18-0829.02
Expiration Date: 12/08/20
Approval Date: 10/11/18
Page 2 of 7
2.3 SUBMITTED EVIDENCE:
Test Agency,
American Test Lab of South
Florida
Redland Technologies
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Farabaugh Engineering and
Testing Inc.
Farabaugh Engineering and
Testing Inc.
Farabaugh Engineering and
Testing Inc.
PRI Construction Material
Technologies
3. LIMITATIONS
Test Identifier
RT0624.05-14
7161-03
Appendix III
94-060B
94-084
7161-03
Appendix II
Letter Dated Aug. 1, 1994
P0631-01
P0402
Project No. 307025
Test #MDC-76
Calculations
Calculations
Calculations
Calculations
T295-11
T306-11
T279-11
DAPF-004-02-08
DAPF-004-02-09
DAPF-004-02-I 0
Test Name/Report
TAS 112
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Adhesive Set)
(Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Wind Driven Rain •
PA 100 •
Aerodynamic Multiplier;....
• • .. • •
25-7183 • . • •
25-7094 , • 0000
•
25-7496 • • • • • •
25-7584
25-7804b-8
25-7804-4 & 5 '
25-7848-6 •••
Two Patty Adhesive Set System
TAS-108
TAS-108
TAS-108
TAS 101
Static Uplift Resistance
Adhesive Set
Date
07/03/14
Dec. 1991
March, 1994
May 1994
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
M'al;rl11Ogg ....:.
Apri1.1999
March 095
February 1996 • • ; • • •
AI11996 .....
DecefnVel- 1996
10/05/11
10/04/11
09/23/11
07/26/18
07/26/18
07/26/18
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.
NOA No.: 18-0829.02
MlAM!•DAD; COU� Expiration Date: 12/08/20
Approval Date: 10/11/18
Page 3 of 7
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 with the Florida Building
Code and Rule 61 G20-3 of the Florida Administrative Code.
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
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (Ibf)
Length-1 (ft)
Width-%%tftj••
Plantation Tile
1 11.6
1.375
1 • • • • : 1.08 • , • •
. .
*60000
Table 2: Aerodynamic Multipliers - ,% (ft3) • • •' •'
. .
Tile
(ft3)
• �•3) • •
Profile
Batten Application
Direct DOCK 1Vpl1catli 1f .
Plantation Tile
0.267
. d1m
Table 3: Restoring
Moments due to Gravity - M (ft.-Ibf) •
Tile
Greater -than
Profile
211:12"
3":12"
4":12"
5":12"
61':12"
3a-�12"
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Deck
Deck
Deck
Deck
Deck
Deck
Plantation
7.22
7.91
6.85
7.79
6.75
7.67
6.61
7.52
6.44
7.32
6.26
7.04
Tile
NOA No.: 18-0829.02
CMIAMDADeCOUNrY Expiration Date: 12/08/20
0 Approval Date: 10/11/18
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
For Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(Min 15/32"
(Min. 19132"
plywood)
plywood)
Plantation Tile
2-10d Ring Shank
30.9
38.1
17.2
Nails
1-10d Smooth or
7.3
9.8
4.9
Screw Shank Nail
2-10d Smooth or
14.0
18.8
7.4
Screw Shank Nails
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or
24.3
24.3
24.2
Screw Shank Nail
Field Clip)
1-10d Smooth or
19.0
19.0
2�! • •
Screw Shank Nail
•
Eave Clip)•
• • • •
•
2-10d Smooth or
35.5
35.5
•
• : • • 34:8
Screw Shank Nails
• •' •
Field Clip)
•••. :•• •.
2-10d Smooth or
31.9
31.9 •
• • • • 32.2..
Screw Shank Nails
000*
Eave Clip)....
.
2-10d Ring Shank
Nails'
1 50.3
65.5
4" • •'
•
1 Installation with a 4" the
headla and fasteners are located a minimum of 2'/"from the head of tile. • • • •
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
For Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Plantation Tile
Adhesive
2 See manufactures component approval for installatioh requirements.
3 The Dow Chemical Co. TILE BONDTm Roof Tile Adhesive weight per patty 13.9 grams.
31.3
4 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two-Com onent weight
per patty 8 grams. 31.3
5 DAP Foam Touch N Seal StormBond® 2 Roof Tile A hesive weight per paddy 8 grams.
45
MIAMI-DADE COUNTY
NOA No.: 18-0829.02
Expiration Date: 12/08/20
Approval Date: 10/11/18
Page 5of7
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Single Patty Adhesive Set S stems
Tile Profile
Tile Application
Minimum Attachment Resistance
Plantation Tile
Adhesives
6
See manufactures component approval for installation requirements.
7
ICP Adhesive and Sealants Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty 45 grams. 118.9
8
ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty 24 grams 40.4
9
DAP Foam Touch N Seal StormBond6 2 Roof file Adhesive weight per paddy 45 grams.
10
DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive weight per paddy 24 grams 4$
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile Profile Tile Application Attachment
Resistance
See specific mortar manufacturer's Notice of Acceptance.
S. LABELING
000000
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo a4sepi 4elow
OZI( lgwing
• • •
• •
•
statement: "Miami -Dade County Product Control Approved".
.. •
, • • • • •
• ;
. • • .:.
......
....
. ..
.....
......
....
.....
00000
000000
......
......
.
.
OR00
......
......
.. .
. ..
. .
f NIII E G R lull � ....
BORAL PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE
6. BUILDING PERNUT REQUIREMENT:
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
�02VSIJV
NOA No.: 18-0829.02
ExpiratIou Date: 12/08/20
Approval Date: 10/11/18
Page 6 of 7
PROFILE DRAWING
BORAL PLANTATION FLAT CONCRETE TILE
END OF THIS ACCEPTANCE
NOA No.: 18-0829.02
Expiration Date: 12/08/20
Approval Date: 10/11/18
Page 7 of 7
ederal
gineering
esting, Inc.
June 14, 2019
KMR Roofing, LLC
10424 West State Road 84; Suite #10
Davie, FL 33324
RE: VISUAL ROOF INSPECTION
1225 N.E. 93`d Street
Miami Shores, FL 33138
Dear Sirs:
Phone: 954-784-2941
E-Fax: 954-784-7875
admin@fed-eng.com
www.fed-eng.com
Job Order No 19R416
i
Pursuant to your request, Federal Engineering & Testing, Inc. has completed a visual rooftop inspection on
6/13/19 at the above referenced site. The purpose of our inspection was to verify that. the base sheet
installation complies with the approved N.Q.A. and Florida Building Code.
Two (2) areas of the roof system were cut and removed to provide access to the underlying base sheet. The
base sheet was mechanically attached to the wood deck with annular ring shank nails and tin tags spaced
every 6" o/c at the laps and in 2 rows midsheet spaced every 6" o/c. Head laps were observed to be a
minimum of 4" on the base sheet. No side laps were observed. Drip edge was nailed with 1 '/" ring shank
nails spaced every 4" o.c. and edges lapped a minimum of 4".
Federal Engineering & Testing, Inc. appreciates the opportunity to be of service to you at this phase of your
project. If you have any questions or comments, give us a call.
.Sincerely; A
Keith LeBlanc, P.E. ell,
Federal. Engineering & Testing, Inc.
Florida Reg. No. 59394
Certificate of Autborization #5471
Miami -Dade County Certification #18-110.02
3370 NE 5th Avenue I Oakland Park Florida 33334
(ad's M®� Food
_� Approved Laboratory �f _
�1
America's Propane Company
ADDRESS
PERMIT NUMBER
q THIS SYSTEM HAS BEEN MANOMETER
TESTED FOR 15 MINUTES.
II
START 8+� INCHES W.C.
FINISH INCHES W.C.
INSTALLER
DATE
AmerdGas
'10052 N.W. 89 Avenue
MEDLEY FLORIDA 33178
This installation will meet
all Florida'Statutes-527:06
LP Division rule 46-1.01.2
The South Florida Bldg. code
NFPA 54, NFPA 58 and regula-
ti ons ' of The. State Fire
Marshall.
?>C S-I9^
14 13
STATE OF FLORIDA, COUNTY OF M&kMI DARE
Signature of Q ifi
PrintName
Sworn to and Subscribed before me this 2�O day of
No�elrnber , Zo �� ,
� Cho
CRISTINA ARIAS
Notary Public - State of Florida
(SEAL): Commission N FF 934455
Personally .••owl q "d"a dtttw"M
Bonded through National Notary Assn.
V,
I Type of ID Produces - - - - -
10052 N.W. 89TH Avenue, - Medley, FL 33178 - Tel. (305) 883-8600
I