RF-17-600 Permit NO. RF-3-17-600
`SCORES�,, Classification:Repair Roof
Miami Shores Village a rlPermit Type:Roof
10050 N.E.2nd Avenue NE � ' WorkMiami Shores,FL 33138-0000 Permit Status:APPROVED
Phone: (305)795-2204
FLORIDA
Issue Date: 3117/2017 Expiration: 09/13/2017
Project Address Parcel Number Applicant
987 NE 96 Street 1132060143240
Miami Shores, FL Block: Lot: THOMAS JOHNSON
Owner Information Address Phone Cell
THOMAS JOHNSON 987 NE 96 Street (206)351-1870
MIAMI SHORES FL 33138-
987 NE 96 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 1,500.00
ACE PROPERTY SERVICES CORP 305-598-1700
Total Sq Feet: .16
Type of Work:Repair Available Inspections:
Additional Info:REPAIR LEAK AT SE CORNER WHERE FIRS Inspection Type:
Classification:Residential Roof Repair
Scanning:4 Final Roof
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
Invoice# RF-3-17-63210
DBPR Fee $2.00 03/17/2017 Cash $69.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 03/07/2017 Check#:3198 $50.00 $0.00
Permit Fee-Repairs $100.00
Scanning Fee $12.00
Technology Fee $1.60
Total: $119.20
In consideration of the issuance t -me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict c orality with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assu sponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,P BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
l f
OWNERS AFFIDAVIT•. I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoni ore, I authorize the above-named contractor to do the work stated.
March 17, 2017
Authorize�jeaftment
e:Owner / Applicant / Contractor / Agent ate
Building Copy
March 17,2017 1
/St a d
- Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-278121 Permit Number: RF-3-17-600
Scheduled Inspection Date: March 28, 2017
Inspector. JSM(,\rI (�CarCa�10 Permit Type: Roof
Inspection Type: Final Roof
Owner: JOHNSON,THOMAS Work Classification: Repair Roof
Job Address: 987 NE 96 Street
Miami Shores, FL Phone Number
Parcel Number 1132060143240
Project: <NONE>
Contractor: ACE PROPERTY SERVICES CORP Phone: 305-598-1700
Building Department Comments
REPAIR LEAK AT SE CORNER WHERE FIRST FLOOR Infractio Passed Comments
TILE ROOF MEETS WALL OF SECOND STORY INSPECTOR COMMENTS False
Inspector Comments
Passed -?1 -I-el o
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
March 27,2017 For Inspections please call: (305)762-4949 Page 9 of 24
.SNoREs Miami shores Village
,ogo Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
ORIDp'� Z Tel: (305) 795.2204
Fax: (305)756.8972
RE: Permit# � � � DATE: �1/1-7
INSPECTION AFFIDAVIT
1 (os ly I licensed as a n Contractor/Engineer/Architect
(Print name and circle License Type) FS 468 Building Inspector
License#: CCC 0-592Z-9
On or about 3-21, ( q A 6o I did personally inspect the roof deck nailing
(Date&time)
work at ?i?-l N E 160 s-r
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (BasYn4 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property
mentioned. N____,__`
A71ANA y
„' ."- MY COMMIS
Sworn to and subscribed before me this da�fl 37»
,s3 F ,
Notary Public, Sate of Florida at Large Cft
'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with
permit#and address#dearly shown marked on the deck for each inspection
0-4-H-17tin niA1FnAnnno
Lab Report No. 127105
FLORIDA TEC
PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY
C.A.#30448
Lab Certificate#13-0507.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106
q47 � /
PROPERTYADDRESS: 454NE-44th St,Miami Shores PERMITNo: RF3-17-600
owNER: Thomas Johnson ROOFING SQUARES.• I
CONTRACTOR: Ace Property Ser'v'ices RoOFPITCII: 3.5:12
TILE TYPE: .Barrel INSPECTOR INITIALS; RW
ATTACHMENT.- Polyfoam TEST DATE 3/23/2617
Testinq Equipment: Di ital Chatillon DFIS 200 Fest TabUlation Re uired Testin Force:35
No. RESULT No. RESULT No. RESULT N.D. RESULT No. RESULT
1-2 Passed
THIS ROOF HAS:PASSED ® FAILED [-]THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106.
(..-- — 22' --
N
Not Tested 14'
2
6
Since ,
Jor F. o iez,P.E.
I,ic No. 4241
10735 SW 216t"St. Unit 416 Tel:305-256-4550
v�►rw.FloridaTl:C.net
Miami FL 33170 Page 1 1 Fax:305-256-6833
Miami Shores Village X --
��� � R 7 2'0117
'N
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY.
Tel:(305)795-2204 Fax:(305)756-8972 - -
INSPECTION LINE PHONE NUMBER:(305)762-4949 5T
FBC 20 ILA
BUILDING Master Permit Nlo.P�,
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC M ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 7 N L� q (ogi-
City: Miami Shores County: i Miami Dade Zip: 3 3 13
Folio/Parcel#: / /- 3 ZOL - 014 -324 O Is the Building Historically Designated:Yes NO
Occupancy Type:944,. Load: Construction Type: 5 F Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder) Phone#: 2-0 6• 3S1• 4.7
Address: 919'l NF 44 ST
City:�,UC�. Slower State: ( Zip:
Tenant/Lessee Name: Phone#: —
Email: '
CONTRACTOR:Company Name: ACE PROPERTY SERVICES CORP Phone#: 305-598-1700
Address: 10871 SW 188 STREET#8
City: MIAMI state: FL Zip: 33157
qualifier Name: CARLOS PULLES Phone#: 305-598-1700
State Certification or Registration M. CCC 058229 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 1500. Square/Linear Footage of Work:
Type of Work: ❑ Addition El Alteration ❑ New � epair eplace ❑/ Demolition
Description of Work: 1`e 4\,- 1 �� (21 S E Cor&tr
V 60
Specify color of color thru tile: 5&d E 0s t-K(34w, ou
Submittal Fee$_50 17 Q ' Permit Fee$ 'O V CCF$ 0 CO/CC$
Scanning Fee$ I Radon Fee$ 2 DBPR$ Notary$
Technology Fee$ ' co 0 Training/Education Fee$ " u C) Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ C09 •Z
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement 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 approved and a reinspection fee will be charged.
-t�n-6✓h�}-s
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
el.12
��
day of t e-6 .20 by day—of. .20 ,by
V4&Ma6-Z4N,P -,who is personally known to (0 whIs personallyknown t
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC.. NOTARY PUBLIC:
Sign: Sign:
Print: L l Print:
a
Seal: LIBERTAD VEGA-PULLES ;�a'' NATIANA VEG
Seal:
MY COMMISSION#FF979011 r MY COMMISSION#GG003711
-- EXPIRES May 26,2020 '+a EXPIRES June 26,2020
:y
************* q71 J9.M153. F12 NoleryService.com
(407)398-0153 F1oedeN0t8rySsrv1oe•00M
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
2 ■8e■■■ ■■■e■■■■E{iyiy (f}{}{} E■[■[ {{
C. N 201 r Fi la 1=19 9 7 6 8
OR 8K 30429 P9s 879-882 Wss)
Return to: RECORDED 02/22/21117 09:11),02
Christopher P. Kelley, Esquire GEED DOC TAX t4 P 050.00
Christopher P. Kelley, P.A_ HARVE t RUbIN, CLERK OF COURT
11098 Biscayne Boulevard, Suite 205
r11AMI-GADE COUNTY► FLORIDA
Miami, Florida 33161
Instrument Prepared By:
Christopher P. Kelley, Esquire
Christopher P. Kelley, P.A.
11098 Biscayne Boulevard,Suite 205
Miami, Florida 33161
Folio No. 11-3206-014-3240
TRUSTEES' WARRANTY DEED
THIS INDENTURE, Made this /fday of February, 2017, Between ELEANOR
H. ASHTON and ROBERT HACH, both single persons, individually and Co-Trustees
of the ELIZABETH M. HACH LIVING TRUST DATED MAY 12, 2005, the GRANTORS,
and THOMAS P. JOHNSON, a single man, and THERESE L.R. DAY, a single woman,
as tenants in common, whose post office address is 987 NE 96 Street, Miami Shores,
Florida 33138, the GRANTEES,
WITNESSETH, That said GRANTORS, for and in consideration of the sum of Ten
and 00/100 Dollars, and other good and valuable considerations to said GRANTORS in
hand paid by said GRANTEES, the receipt whereof is hereby acknowledged, have
granted, bargained and sold to the said GRANTEES, and GRANTEES' heirs and assigns
forever, the following described land, situate, lying and being in Miami-Dade County,
Florida to-wit:
Lots 13 and 14, Block 77, MIAMI SHORES SECTION 3, according to the
Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records
of Miami-Dade County, Florida.
SUBJECT TO: Applicable zoning and/or restrictions and prohibitions
imposed by governmental authority; Conditions, Restrictions limitations,
reservations, easements, and other matters appearing on records, if any;
Utility easements of record, taxes for the year 2017 and subsequent years.
and said GRANTORS do hereby fully warrant the title to said land, an end the
C,�t1�V' •.
same against the lawful claims of all persons whomsoever. �Panrsl „
Page 1 of 3
_c
Trustees'Warranty Deed
Elizabeth M. Hach Living Trust dated May 12,2005 sh Johnson &Day.
IN WITNESS WHEREOF, GRANTORS, have hereunto set GRANTORS' hands
and seals the day and year first above written.
Signe , sealed, and delive d in our prese
Witness Name ELEANOR H. A HTON Grantor
-C- Individually and as Co-Trustee of the
ELIZABETH M. HACH LIVING TRUST
Print DATED MAY 12, 2005
56 Wolfe Cove Road
Asheville, North Carolina 28804
Wtness Kasiie
Print
STATE OF NORTH CAROLINA )
COUNTY OF i�ehdz-s Dv-,..-
I
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State aforesaid and in the County aforesaid to take acknowledgments, personally
appeared ELEANOR H. ASHTON, as individually and as Co-Trustee of the
ELIZABETH M. HACH LIVING TRUST DATED MAY 12, 2005, who produced
a a-rol as identification, and who executed the
foregoing instrument and acknowledged before me that she executed the same.
Witness my hand and official seal in the County and State last aforesaid this
day of - yrca , 2017.
VOV I S E,�1,0 i
v �Ssion
NO Y fC, Stf laPO CAROU
ILA at Large
My Commission Expires:O�111 f z z
PUBS
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2
C
1111111 u �, +ti
K'
Page 2 of 3
'P' '�'.LCE41tti�ti4'3R'
LOU
Trustees'Warranty Deed
Elizabeth M. Hach Living Trust dated May 12, 2005 s/t Johnson &Day
Witness Name ROIJERT HACH Grantor
Individually and as Co-Trustee of the
ELIZABETH M. HACH LIVING TRUST
Print DATED MAY 12, 2005
1191 North 52 Avenue
HollMood. Florida 33021
Wkri'efb-Na`me
Print
STATE OF FLORIDA )
COUNTY OF
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State aforesaid and in the County aforesaid to take acknowledgments, personally
appeared ROBERT HACH, as individually and as Co-Trustee of the ELIZABETH M.
HACH LIVING TRUST DATED MAY 12, 2005, who produced
as identification, and who executed the
foregoing instrument and acknowledged before me that he executed the same.
Witness my hand and official seal in the County and State last aforesaid this 2l
day of 12017.
i,
NO�TAR IC, Stat of FL IDA at Large
My Commission Expires: a&01Pus, CHRISTOPHER P.KMEY
� W COMMISSION k FF 980841
,fir HXPiREB;May 21 �D2D
��'oP eti Ben�tl Thar B�1 N9.0ry 5e+v�ees
4�cat��rTy,
Page 3 of 3 ��� `
J '
OR BK 20429 PG 882
LAST PAGE
MIAMI SHORES VILLAGE
Building Department
10050 NE 2 Ave, Miami Shores FI, 33138
Tel: 305-795-2204- Fax: 305-756-8972
Permit No. REOC-1-17-189
Certificate of Re-Occupancy
Address: 987 NE 96 Street
City: Miami Shores
State: FL
Zip:
This certificate verifies that the.reference property has been- inspected by Miami Shores
Village and has.been determined to presently comply with schedule of regulations of
Miami Shores Land and Development Code pertaining:solely to the requirement that each
one-family dwelling is used and intended to be used for a' ane-family dwelling purpose
only; however, this certificate does not constitute any representation or warranty as to the
condition of the dwelling or other structures on the premises described herein, or any
aspect of such condition, and interested persons 'are advised and encouraged to make
their own inspections of the premises in order to determine the condition thereof.
Building Approval: )/-3C//7
;@A,00UN?CY of pAf? o a�
> affie �� su.R:
11 that this is k
�ighr�t lle � e ons v
l�J
AD 2J
hetrd anual S al. $, comms'"°
�, of rcu � c •
t
SNORES
<< Miami shores Village
also Building Department
�.ro.• 10050 N.E.2nd Avenue
� 1a I" 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 Date: 21(0
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: _fK1D(4 a S �' c. of i vl sin
Property Address: 913'1 RIF No s'r S�xortr P(. :?313f'
Roofing Permit Number:
Dear Building Official:
Ac?2-!�he2 3Snk3 certify that I am not required to retrofit the roof to wall connections of my
building because:
ethe 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 edition of the South Florida Building Code(1994 SFBC)
f
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-) day of CA?^ eP-0I
uaE Rr
AD VE
GA_PULLES
' MY
' COMMISSION#FF979011
Notary Public, Sate of Florida at Lai
407 38&0153 020
. NotarySarVIC&C.,
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$3 , . , building 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
Property Search Application-Miami-Dade County 3/6/17,6:16 PM
tgo OFFICE OF THE PROPERTY APPRAISER
Summary Report
Generated On:3/62017
Property Information
Folio: 11-3206-014-3240
987 NE 96 ST V_
Property Address: 1 F'
Miami Shores,FL 33138-2523 -
Owner THOMAS P JOHNSON
THERESE L R DAY 5 i
987 NE 96 ST
Mailing Address MIAMI SHORES,FL 33138 USA + c6
Primary Zone 1400 SGL FAMILY-3001-3250 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE p ¢
FAMILY:1 UNIT l ,
Beds/Baths/Half 4/2/0
Floors 1
Living Units 1 f
r
Actual Area Sq.Ft i t' en
Living Area Sq.Ft
Adjusted Area 2,805 Sq.Ft Taxable Value Information
Lot Size 11,500 Sq.Ft 2016 2015 2014
Year Buitt 1938 County
Assessment Information Exemption Value 1 $50,5001 $50,500 $50,500
Year 2016 2015 2014 Taxable Value 1 $128,1991 $126,957 $125,549
School Board
Land Value $321,563 $350,796 $218,776
Exemption Value 1 $25,5001 $25,500 $25,500
Building Value $195,228 $195,228 $190,179
Taxable Value 1 $153,1991 $151,9571 $150,549
XF Value $1,227 $907 $909
city
Market Value 1 $518,0181 $546,9311 $409,864 Exemption Value $50,500 $50,500 $50,500
Assessed Value 1 $178,6991 $177,4571 $176,049 Taxable Value 1 $128,1991 $126,9571 $125,549
Benefits Information Regional
Benefit Type 2016 2015 2014 Exemption Value 1 $50,500 $50,500 $50,500
Save Our Homes Assessment Taxable Value 1 $128,1991 $126,9571 $125,549
Cap Reduction $339,319 $369,474$233,815
Sales Information
Homestead Exemption $25,000 $25,000 $25,000
Second Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description
Sale Page
Widow lExemption 1 $500 1 $500 $500 02212017 $675,000 30429-0879 Qual by exam of deed
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Corrective,tax or QCD;min
Board,City,Regional). 04/112013 $100 28626-0257 consideration
Short Legal Description
MIAMI SHORES SEC 3 PB 10-37
LOTS 13&14 BILK 77
LOT SIZE 100.000 X 115
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://vwwv.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/#/report/summary Page 1 of 1
on
w
�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 designated space indicates that the item has been explained.
2. 1.,. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually
concealed prior to removing the existing roof system).
4. J" 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
maintaining the appearance.
6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R4402, 4 nd R4413.
� � 1
Owner/Agent's Signature Date Con r Signature Date
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
• •• • • • • ••• •
•• ••• •• • • • ••
• • • • • • • • • • •
6.
••• • • • ••• •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
1
1 Florida Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Form
1
1
1 INSTRUCTION PAGE
1
1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
1 Roof System Required Sections of the Attachments Required
1 Permit Application Form See List Below
1 [Prescriptive
Slope Application A,B,C 1,2,3,4,5,6,7
1 BUR-RAS 150 A,B,C 4,5,6,7
1 Asphaltic Shingles A,B,D 1,2,4,5,6,7
1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7
1 Metal Roofs
1 ------------
A,B,D 1,2,3,4,5,6,7
1 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7
1 Other As Applicable
1,2,3,4,5,6,7
1
1 ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
•••... .• .. .•.•..
1 2. From Product Approval: ----- •
1 rout Page .... ....
.••.•.
1 Specific System Description •••• .... .....
•
1
Specific System Limitations ••••.• 66*
.....
General Limitations .. .. .. .... •
1 .
Applicable Detail Drawings :00:*: .
3. Design Calculations per Chapter 16or if applicableRAS 127 or RAS 128 .• . •
1 ..•.•.
, ,
1 4. Other Component of Product Approval ' """
1 5. Municipal Permit Application
1 6. Owners Notification for Roofing Considerations(Reroofing Only)
1
1 7. Any Required Roof Testing/Calculation Documentation
15.36 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014)
Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on Jun 8,2015 10:32:12 AM pursuant to License
Agreement.No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1
High-Velocity Hurricane Zone Uniform Permit Application Form. 1
1
Section A(General Information)
Master Permit No.
Process No. 1
Contractor's Name C F C ( r u t CAA 1
q8-t ,uQ-
Job Address
1
ROOF CATEGORY 1
❑ Low Slope ❑ Mechanically Fastened Tile �/
t� Mortar/Adhesive Set Tiles I
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150 1
1
ROOF TYPE 1
❑ New roof CRep)alr ❑ Maintenance ❑ Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION i
Low Slope Roof Area(SF),� Steep Sloped Roof AREA(SSF) • ,6 Total(SF) /6
1
0000 1
Section B(Roof Plan) •
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflosee 90&0
w tire ins.jnt:lupeVimen- 1 ••
sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapet✓,, • • �'•• •
0.0.00 •
0000 0000 .I
Cn
0000.
..
. 0000
LJ o : .
• ; w. Z .
m T �
7_ —I O
O v <
f O
t �
dow
� sv
r
Z
Cl) m Co 0
0
MAR 7 ?Oi;
D C
'n r
BY: Ot
to
ID
0
0
m IO
r 1�
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014)
1 1 1 1 I 1 Copyright to,or licensed by.ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on Jun 8,2015 10:32:12 AM pursuant to Lica nse
Agreement.No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Form.
1
1
Section C(Low Slope Application
1 ) Top Ply Fastener/Bonding Material: �
Fill in specific roof assembly components and identify 1
1 manufacturer
1 (If a component is not used,identify as"NX) Surfacing: 1
1 Fastener Spacing for Anchor/Base Sheet Attachment: 1
System Manufacturer: 1
1 Field:_"oc @ Lap,#Rows_@_"oc 1
i
1 Product Approval No.: Perimeter:_"oc @ Lap,#Rows—@_"oc i
11
Design Wind Pressures,From RAS 128 or Calculations: Corner:_"oc @ Lap,#Rows_@ oc 1
1
1 P1: P2: 3: Number of Fasteners Per Insulation Board:
1 Max.Design Pressure,from the specific pro ct Field Perimeter Corner 1
1
approval system: 1
1 ustrate Components Noted and Details as Applicable:
1 Deck: Woodblocking,Gutter, Edge Termination,Stripping, Flashing, 1
Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1
Type' Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base 1
i Gaugefl hickness: Flashing, Component Material, Material Thickness, Fastener 1
1 Slope: Type,Fastener Spacing or Submit Manufacturers Detailsetbat 1
Comply with RAS 111 and Chapter 16 . • •
•+.• 1 0.00.•
1 •
Anchor/Base Sheet&No,of Ply(s): •• + . . 1 �
1
•+ •• 1 00.0•.
1 Anchor/Base Sheet Fastener/Bonding Material: '
i 00.0.•
0000 0000 •
• . •
1 PF•• 0000 0000.
Insulation Base Layer: ••••• 000 • 1 90:0*
0:••0
00 •0 1 1 0000••Base Insulation Size and Thickness: Parapet I 0
:''•' Hei ht• •
Base Insulation Fastener/Bonding Material: ' 1 ..00:0
00
0
1
0000••00 0 0 a 1 •
1 Top Insulation Layer: FT. 3,0: 1
1
Top Insulation Size and Thickness: 1
1 Mean 1
1 Top Insulation Fastener/Bonding Material: Roof 1
1 Height
1
Base Sheet(s)&No.of Ply(s): 1
1
1 Base Sheet Fastener/Bonding Material: 1
1
1
Ply Sheet(s)&No.of Ply(s): 1
1
1 Ply Sheet Fastener/Bonding Material: 1
1
1
Top Ply: 1
I
1
15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014)
1 I ' I 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on Jun 8,2015 10:32:12 AM pursuant to License
Agreement.No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Sth Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form 1
Section D(Steep Sloped Roof System) 1
1
Roof System Manufacturer: -aNACto 1
1
Notice of Acceptance Number:_ pZ 1, 0 1
Minimum Design Wind Pressures,if Applicable(From RAS 127 oralculations): 1
P1: _3q P1: –Gt�•� P1:
1
1
1
Deck Type:
1
Roof Slope: Type Underlayment: 3 1
12 1
Insulation:
Fire Barrier: a 1
1
Ridge Ventilati` Fastener Type&Spacing: l I Iy1
Adhesive Type: 15r oAII 'a QA• • 1
Type Cap Sheet: 1 ••••
CS-ZlF A-� •• •••• •
.... . .....
Mean Roof Height: Roof Covering: ra :«3;•OrII�S •. 1 ••••..
1 '
Type&Size Drip '� ;...; 1 ••••••
Edge: 1 :....:
1
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39
1 1 I f 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License
Agreement.No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1
1 High-Velocity Hurricane Zone Uniform Permit Application Form.
1
1
1 Section E(Tile Calculations)
1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from M,. If the M,values
are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable.
1
i Method 1 "Moment Based Tile Calculations Per RAS 127"
1 (P1:�9'i x 3, 11 =Id.lb M : ``L.t �^'� 3.�� Product Approval M,
-�- 9 U.JFMr,
1 (P2::�.J x�,•311 =021.116)-Mg;�c�M2 Lgt j.Product Approval M
1 (P3:'!�'z�� =31. )_Mg; M„o?a?.9� Product Approval M, 02q.J
1
1 Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(M,)From Table Below Product Approval M,
1
1 Mr required Moment Resistance'
Mean Roof Height
1 Roof Slope 15' 25' 30' 40'
1 2:12 34.4 36.5 A38. 39.7 42.2
1 3:12 32.2 34.4 37.4 39.8
1 4:12 30.4 32.2 .8 35.1 37.3
1 5:12 28.4 30.1 31.6 32.8 34.9
i 6:12 26.4 28.0 29.4 30.5 32.4 0000
1 7:12 24.4 25.9 27.1 28.2 6 30,0 •0000• •0000•
1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Counly Board of Rules+and •
Appeals. 000000 00000 0000:.
1 For Uplift based tile systems use Method 3.Compared the values for F'with the values for Fr. If the F'varue::r*e greater ig or •
000000
1 equal to the Fr values,for each area of the roof,then the file attachment method is acceptable.
1 6
0000 0000 00000
1 Method 3"Uplift Based Tile Calculations Per RAS 127" 0*:**: 6 0 0 69:000
(P1:_xL___xw:__)-W:_xcos 0_=Fr,__ Product Approval F' 0000 •00 60..00
1 (P2:_x L___x w:__)-W:_x cos 0__F2_ Product Approval F' 6 6 6 6 6 6 .•
1 (P3:_xL_=_xw:_ ---s-* • •
_)-W:
All" Ole,
Product Approval F'bn •• •Description Where to find 6 •
i Design Pressure P1 or P2 7 Table 1 or by an engineering analysis pre-
pared by based on ASCE 7
1 Mean Roof Height H Job Site
1 Roof Slope 8 Job Site
1 Aerodynamic Multiplier R Product Approval
1 Restoring Moment due to Gravity M9 Product Approval
1 Attachment Resistance M, Product Approval
1 Required Moment Resistance M Calculated
9
1 Minimum Attachment Resistance P Product Approval
1 Required Uplift Resistance Fr Calculated
1 Average Tile Weight W Product Approval
1 Tile Dimensions L =length W=width Product Approval
1 All calculations must be submitted to the building official at the time of permit application.
1
15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)
t 1 1 1 1 ° Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun B,2015 10:32:12 AM pursuant to License
Agreement.No further reproductions authorized.
SJAJOR1s !
lose millet" Miami Shores Village
'' Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel:(305)795.2204
Fax:(305) 756.8972
ROOF PERMIT REQUIREMENTS
1. PERMIT APPLICATION. (SIGNED AND NOTIREZED BY BOTH OWNER AND
CONTRACTOR)
2. OWNERS AFFIDAVIT OF EXEMPTION, F.S. 553.844
3. AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION FOR HURRICANE
MITIGATION.
4. PRODUCT APPROVAL. (2 SETS)
o Front page. ••••
Y •
• • •i•• •111•••
o Specific system description. •
o Specific system limitation. •
...... .. .. ......
o General system limitations. •••••• •
o ire Directory Listing Page. •
5. DESIGN CALCULATIONS PER CHAPTER 16. OR IF APPLICABLE RAS 12.*'*RAS •.•••. •.:..'
128. ( 2 SETS) • • •
6. ROOF PERMIT PACKAGE(2 SETS) •••••• • •0 09908:i
7. OWNERS ROOFING CONSIDERATION (REROOFING ONLY) ••
8. $50 SUBMITTAL FEE. ••••••
REVISED ON 7/9/09;07/01/2015;
MIAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
ICP Adhesives and Sealants,Inc.
12505 NW 44"Street
Coral Springs,FL.33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
0000
This NOA shall not be valid after the expiration date stated below. The Miami-Dade Cou4ty Ptpduct 00 "ol Sectiea•••
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the'rig5t to have this product',
or material tested for quality assurance purposes. If this product or material fails to perform,ij>aifi. e accepQ manner the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mgdify, or ps�gnd they4 rsc••
of such product or material within their jurisdiction. RER reserves the right to revoke-this acceptance, if iJ J$.
determined by Miami-Dade County Product Control Section that this product or material ffitt to meet tlte•reWiremaint..'
of the applicable building code. •• •• .. 000000
:40000 e
This product is approved as described herein, and has been designed to comply with-the'Norida.Building Com,:.
including the High Velocity Hurricane Zone of the Florida Building Code. :""'
.. 0000..
DESCRIPTION: ICP Adhesives Polyset'AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 14-0805.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
CMIAMI-DADE COUNTY NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date:04/07/16
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described
in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable
building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product DescriDtion
Specifications
ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive
Polyset'AH-160 0000
'0000' 0000..
ICP Adhesives Foam N/A Dispensing EquipmeiiL.' ••
Dispenser RTF1000
000000 0.. .. 0000..
ICP Adhesives ProPack' N/AEquipment...""" •
Dispensing 0000 :0 0 0 9:
30& 100 ••••• •0000 00006
96.9.. 009 . 90909
.. .. .. 9.9..9
PRODUCTS MANUFACTURED BY OTHERS: """ •0
. . . .
000000
• •
stAn Miami-Dade Count Product Control Accepted Roof Tile Assemblyhavinga current 1OA%hich 0• tt
achmeli •
resistance values with the use of ICP Adhesives Polyset'AH-160 roof tile adhesive. •••• ; 0 •
00
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Property Test Results
Density ASTM D 1622 1.6 lbs./ft.'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F., 2 weeks
+6.0%Volume Change @ 158°F., 100%Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
MIAMI•DADE COUNTY
NOA No.: 16-0315.01
• •0 1 Expiration Date: 05/10/17
Approval Date:04/07/16
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
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03714/096
P36700.04.12 ASTM D 1623 •*/••
'..• 04/18/•12 ••
P39740.02.12 TAS 101 L1.2(21412 ••
TAS 123 •
.... ......
Celotex Corp. Testing Services 528454-2-1 TAS 101 I'M23/98 •••••
...Y.. •.• • •••••'
528454-9-1
528454-10-1 " '• ••••••
520109-1 TAS 101 :••' .12/29/98 •
520109-2 ;.....
520109-3 .. . 000 ;•••%
520109-6 ••
520109-7
520191-1 TAS 101 03/02/99
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.
MIAMI-DADS COUNTY NOA No.: 16-0315.01
FTI"'• ' Expiration Date: 05/10/17
Approval Date:04/07/16
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset®AH-160.
2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and
Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 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).
••f•
6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RI'F1000 ol•ICP• ***a:*
Adhesives ProPack .• f
30 & 100 dispensing equipment only. +
•••••f •• •• ••••••
7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. •••:•.
••/f••
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minu%s.*er ICP-t�M lives a• •f
Polyset®AH-160 has been dispensed. •••..• ••. • •
0*0
9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in acl&cffice with the" "•••;•
'Placement Details'herein. Each generic tile profile requires the specific placement nife gerein. • •• "
MIAMI•DADE COUNTY NOA No.: 16-0315.01
••$ ► Expiration Date: 05/10/17
Approval Date:04/07/16
Page 4 of 11
Table 1:Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-23 s inches 45-65
Profiles q•
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(1 each longitudinal 17 gram p:r bead
edge) 20-25 sq. inches each . •• •••
bead •
Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches .:.34 grams under pau
.... .... .....
LABELING: ••• ••:..'
.. .. .. ......
All approved products listed herein shall be labeled and shall bear the imprint or identifiable:c&Wibg of the ' ••
manufacturer's name or logo and following statement: "Miami-Dade County Product Control ApRroved":ar the.Mianti='•'•
Dade County Product Control Seal as shown below. •
MIAWDADE COUNTY ••
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
MIAMI•DADE COUNTY NOA No.: 16-0315.01
EM Expiration Date: 05/10/17
Approval Date:04/07/16
Page 5 of 11
ADHESIVE PLACEMENT DETAIL# 1
a ANUMM91%plasticc•eeant
Iw mn required!. ,paadylBonea,ni0e) Flat/Low Profile Tile
_ ,
Undr•r4ymrnt ° �'+�� '
-- 0 `*,, ti 1. Starting at the eave course,apply a minimum 2"
~� (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown,
�/` under the strengthening rib closest to the overlock
lain, •._ of the tile being set.
Ea+� „n•, '�_ �'`� f,{ r 2. Continue in same manner. Insure approximately 17
(109.7 cm2)—23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
ffN � {o'- Fascia
Eave Cl.sur•
Nell through ptastk cement
Medium Profile/ Double Part Tile •••• ••••••
!when required) •• • •• • : ••
�, _ `�` --� +r+�+••ehn*i 1. Starting at the eave cour�er,�,pply a mm1pum 2
(50.8 mm)x 10"(254 mxn)x 1"(25.4 juin)foar4••••
paddy onto the underlay+r mit positionad at shows..•
under the pan portion of the tide clowA$o$he ••••.
overlock of the tile bei ser •• ••••••
10ina ` •••... • •
S 2les.wlae r • • • •
�altensop•lenai rr ` = y ., 2. Continue in same manor. I asure aZo Y"n"mately'1'1•'•
f ��� �• f (109.7 cm2)-23 (148.4 cxfllquare 4och adhestm••
contact with the underside of the tile. •.:
wEaveClosure
Eara co•srse Fasda
f�
(tl" qutr l""l`
tion requhed) Paddy[BeruslhTilr) g Profile High Pfile/Single Pan Tile
rr �_= g
IJndwhynssme ;� 1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
i� � ` ,� under the pan portion of the tile closest to the
`voldo
overlock of the tile being set.
Baattena! � \ ` t' 2. Continue in same manner. Insure approximately 17
op
109.7 cm2
'``�•. •�'�.. �/ ( )—23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
LW"Course
Weephok
10 in tam closure
f i f Drip edge
MIAMI-DADE COUNTY NOA No.: 16-0315.01
"'• r Expiration Date: 05/10/17
Approval Date:04/07/16
Page 6 of 11
ADHESIVE PLACEMENT DETAIL#2
Wil thw9huic<smsns ,f P*"y(&mw*1hTA9) Flat/Low Profile Tile
(vad°'uyn'°"' by 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
tin, t \� the tile being set. Insure approximately 17 (109.7 cm2)
B�tM�s aptbnai a` `
-23 (148.4 cm2) square inch adhesive contact with the
Eay.Coarse �' �. ,r underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
Nfaa x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
2
/I underlayment positioned as shown under the
,/ , strengthening rib closest to the overlock of the tile
Ease nasus•` being set.
fs
0900
• • 9990 000000
3. Continue in same manner.Ixaure-approximately 10" ••
(64.5 cm2) - 12 (77.4 cm2)sgripe inch aelkerive •9 9 9%
contact with the undersidebrWtile. 0 •
9000 0000..
0000
0000 0000 0000.
Nail throughpiaslicoameM Medium Profile/Double Pan MIG •
99 9.9999
!when nmauiredl ••9 0.• •
Paddy IBentathTilt) 1. Starting at the eave course,apply a mijim.Vmi 2"(50.8.:.
undsrraym.n� , ( mm)x 10"(254 mm)x 1"42-5.4imn)ibam paddy 0
• •
... 000..
onto the underlayment position$as shown under the
pan portion of the tile closest to the overlocVof the
the being set. Insure approximately 17(109.7 cm2)-
7in. _ 2In - '�-•,� 23 (148.4 cm2) square inch adhesive contact with the
11wensaptronai � underside of the tile.
110 1 2. At the second course,apply a minimum 2" 50.8mm
x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the
Esr9 clow.e underlayment positioned as shown under the pan
Esvo courts Fate" portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14(90.3 cm2)square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
MIAMi•DADE COUNTY NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date:04/07/16
Page 7 of 11
ADHESIVE PLACEMENT DETAIL #2 (CONTINUED)
man thmughPLU*ca High Profile/
t"On quirada ��NAdy I-Sat oth7110) g Single Pan Tile
u"�++•r#+• (( 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
7 the being set. Insure approximately 17(109.7 cm2)—
2In. 23 (148.4 cm2)square inch adhesive contact with the
9attons opeIonA underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
6eMe�9 ` -Fascia x 7" mm 177.8
( )x 1"(25.4
mm)foam paddy onto the
w»•ahar6 underlayment positioned as shown under the pan
10r,, 2~• o�lE `l°""e portion of the tile closest to the overlock of the tile
being set. ••••
• 6666 6666..
3. Continue in same manner.lnswr apprdkj* C*ly 17�•. •
(109.7 cm2) - 19(122.6 cmi�civ re inch adhesive .
contact with the underside pf4the tile. • ""
6666
6666
6666 6666.
6666.. ...
6666.
6666
•• 6000..
00•.00 0
. 0 60 0 0
666.. •66666
.. 6•.6.6
•
MIAMI-RADE COUNTY NOA.No.: 16-0315.01
• Expiration Date: 05/10/17
Approval Date:04/07/16
Page 8 of 11
ADHESIVE PLACEMENT DETAIL#3
ttz{{throw plastic cement Paddy(between tiles)
twhenrequirea► 1. On the eave course only,apply a minimum 2" (50.8
Battensoptlonal ° ° mm)x 10" (254 mm)x V (25.4 mm)foam paddy
1
(under tile) onto the underlayment positioned as shown,under
on top of tae ngte paddp f the strengthening rib for flat tile or under the pan
o
portion of the tile for low or high profile tile closest
4X41n. -� to the overlock of the tile being set. Leave
tumn `',, approximately 4" (10 1.6 mm)up from the eave
singlepaddy ' , edge free of foam to prevent the expanded adhesive
onunae.larnent "'2x4in• �``- '� from blocking the weep holes. Insure
• ° 'N, approximately 17-23 int(109.7-148.4 cm')of
,01n•`-. j adhesive contact with the underside of the tile
�In. Fascia
rave Closure 2. Apply a 4" (101.6 mm)x 4" (101.6 nlm), 1" (25.4
mm)foam paddy onto the underlays fast bele"•••
Rut/Low Profile Tile the second course line positAed foa+n paddy .•
under the strengtheningtib�/r flat tiles orunder4e•:.
Hall hence icedplastic oen►ent Single paddy under tae pan portion of the tile,droltgfto the underlock •
(when regaled) ... $)1....
Paddy(between tiles) the second course tile to be installed*Usure '
.o**
approximately 8-9 in (5�•(��8.1 cnp�*Madhesi7 e:**•
eattena Paddy(under tae) contact with the underside tile. •.;
optlonal ......
.Single •••••
an top of (Instructions continued on next qge) •
X 41n. • •
Singgh dd on 2 X 4 in:`- ••
undedayment
10b1. 2in.
[am Closure
Eavetourse Fascia
Medium ProftleTile
MIAMhDADE COUNTY
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date:04/07/16
Page 9 of 11
ADHESIVE PLACEMENT DETAIL #3 (CONTINUED)
Nall through plastic Slm�e paddy under file
(whenreq•'b`� 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x'/"
Paddy(between tiles) (19 mm)paddy on top of the eave course tile
}
Battens `. surface as shown p e strengthening rib q�onai t` Paddyiundertlle) for flat tile or on top of the pan portion of the tile,
i �y
closest to the underlock of the first course of tile.
onunami Install second course of tile. Insure approximately
4x41n. 9(58.1 cm2) - 11 (71cm2) square inch adhesive
5k4e 2x4ln contact with the underside of the tile at the overlap
pddyon al tee ```' and 7(45.2 cm2) -9(58.1 cm2)square inch
adhesive contact with the underside of the tile at
Eave rse the head of the tile. Continue in same manner.
Cou
Fasda
Weephole
to in. 2In. Eave dosure 0000
. Drip edge , • °*fee 009*00
•
High ProflieTile +..... ••••.: ...10 Y
.... ......
•• f• •• ••••••
• • • • ••••••
006 0
C
DADE COUNTY NOA No.: 16-0315.01
• • Expiration Date: 05/10/17
Approval Date:04/07/16
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel (Cap and Pan) Tile
t)Place enough adhesive to achieve 6S to 70 sq.in. Steep pitch applications I• Starting at the eave course,apply a minimum 2"
In contact with the pan tile. (when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
2)Turn covers upside down.Place adhesive In paddy onto the underlayment positioned as
to t In.from outside edge of cover tile.
Then Install the tile.Ensure 20 to shown under two adjacent pan tiles. Support eave
25 sq.in.contact area. —.° tiles from rocking until adhesive has a chance to
Underlaymentcure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2)—701451.6 cm2)
square inch adhesivecontact with tale.underside.•..
4+" Sheathing of the pan tile. •..' . . .•
• • • •
Eave closure ...... .. .. ......
(motar shown) •
3. Turn covers upside dvm exposing the undengdg..:
Weephola of the tile. Apply a mitt$tun 1"(V.14 txm)xJ0"
Fascia Board ••�• •••. ...••
(254 mm)bead of adh7:':edirectly*on Jhe in**'6 6-
Remove top portion of the eave course cover tile.Abut to second course of edge of each side of*ZQ;er tile. Lead
pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. ••••••
tv
approximately 3/4"(l8.mm)to 1"(25.4 mm) •'
Two Piece Barrel-High Profile Tile from the outside edg;oAhe tile,jq%vU4,free vf•• •
foam to allow for exp risibo. 9 •
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20(129 cm2) -25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2"(50.8
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized, stainless steel,or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
MIAMI-DARE COUNTY NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date:04/07/16
Page 11 of 11
MIAMI.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
ICE OF ACC ANCE NOA www.miamidade.gov/economy
Entegra Roof Tile,Inc.
1289 NE 9u'Ave
Okeechobee,FL 3497
tA is zsued 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(AHdj'6..
. . 0000 0006.0
This NOA shall not be valid after the expiration date stated below. The Miami-Dade Counf�Product MOO Section.
(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the'right to MvZlhis *00*0'
product or material tested for quality assurance purposes. If this product or material fails 0"p;form in Jb@ accepted•••;
manner,the manufacturer will incur the expense of such testing and the AHJ may immedfatel.}4fevokejuodffy,or.....
suspend the use of such product or material within their jurisdiction. RER reserves the rigkt to revoko tk is acceptailoa,•'
if it is determined by Miami-Dade County Product Control Section that this product or mareft fails to melt the 000-:o
requirements of the applicable building code. :00:0: •
This product is_anproved as described herein,and has been designed to comply with the FJori(V Builc"ng4ade ,6.6 6
ia
dihe High Ve col ity H, rricane Zone of the Florida Building Code. •0 0• 000 • ;••••;
TION: Regal S-Tile ••
G. ac unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Oficial.
This NOA revises NOA No.15-1102.05 and consists of pages 1 through 6.
The submitted documentation was reviewed by Gaspar J Rodriguez.
CMIAMI-MDADE COUNTY NOA No.: 16-0421.06
''''• xpiration Date: 12/16/17
pproval Date: 10/06/16
Page 1 o
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Regal S-Tile, as manufactured by Entegra Roof Tile as described in
Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by
applicable building code, do not exceed the values listed in section 4 herein. The attachment calculations shall
be done as a moment based system.
2. PRODUCT DESCRIPTION
f
Manufactured by Test •P
"'• ••••••
r4uct
DDlicant Dimensions Suecifications tion09
• • • •
Regal S-Tile Length: 17 '/4" TAS 112 High profile concretd tddf file for diltet deck;
Width: 13 /4 batten,nail-on,mortar or adheslvt set applications.
%2"thick •••• •••• ••••♦
...... ... .....
Trim Pieces Length: varies TAS 112 Accessory trim,concr910-r8of pieces'fei use at hitas�
Width: varies rakes, ridges and valtry�rninations? ••
2.1 MANUFACTURING LOCATION '
. ......
so
2.1.1. Deerfield Beach,FL ♦•
MIAMI-DADE COUNTY NOA No.: 16-0421.06
'''' , Expiration Date: 12/16/17
Approval Date: 10/06/16
Page 2 of 6
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Appendix III PA 102 Dec. 1991
7161-03 Appendix III PA 102(A) Dec. 1991
7161-03 Appendix II PA 108 (Nail-On) Dec. 1991
Letter of Aug. 1, 1994 PA 108 (Nail-On) Aug. 1994
P09647-01 PA 108(Mortar Set) Aug. 1994
P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993
smooth shank nails
The Center for Applied 94-083 PA 101 (Adhesive Set) April 1994
Engineering, Inc. 94-084 PA 101 (Mortar Set) May 1994
25-7094-9 PA 102(4"Headlap,Nails,Direct Deck, Oct. 1994
New Construction)
25-7094-6 PA 102 (4"Headlap,Nails, Battens) Oct. 1994
25-7183-4 PA 102 (2 Quik-Drive Screws,Direct Deck) ...eb. 1995
25-7183-3 PA 102 (2 Quik-Drive Screws,- '..Feb. 199 .•••
25-7214-3 PA 102(1 Quik-Drive Screw,Diree Deck) •%4alch, 1995.'
25-7214-7 PA 102(1 Quik-Drive Screw,lgattctts) *Match, 1"5-:.
Project No. 307025Test PA 100 ••
#MDC-76 000 0 •
All State Engineering & Y 135 :: "'••
Q- PA 112 ••••.. ... Dec. 19g$;•••
Testing Consultants,Inc.
Walker Engineering Calculations Aerodynamic MultiplierMarch 1999••
IBA Consultants,Inc. 2381-252 TAS 112 :...LP/20/07••••
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 Building Code
Compliance 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.
CMIAMIOMDEUNTY NOA No.: 16-0421.06
UJU:(11,1211Expiration Date: 12/16/17
Approval Date: 10/06/16
Page 3 of 6
4. INSTALLATION
4.1 Regal S-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(lbf) Length-1 (ft) Width-w (ft)
Regal S-Tile 10.4 1.4375 1.1
Table 2: Aerodynamic Multipliers - 1(ft3)
Tile ).(ft3) (ft3)
Profile Batten Application Direct Dec lication
,Regal S-Tile 0.287 0.311
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf�•• r •• "'•;•
Ele 3":WDirect
4": 12" 5": 12" 6": 1'1P:" '7""12" ore•••
•••�•� 'reater:....
RegBattensattens Direct Battens Direct Battens 'lraCt B' is* Direct Deck Deck ..Deck D'W7.777.65 8.20 7.49 8.03 7.30_T-_4.W 7.1A: 7,0�
Table 4: Attachment Resistance Expressed as a Moment - r(ft-lbf) •••••
For M chanicaliv Fastened Systems •,•• :..,•
Tile Fastener Type Direct Deck Direct Deck 'Battens
Profile (Min 15/32" plywood) (Min. 19/32" plywood)
Regal S-Tile 2-10d Rina Shank Nails 28.6 41.2 19.4
1-10d Smooth or Screw 5.1 6.8 2.8
Shank Nail
2-10d Smooth or Screw 6.9 9.2 7.3
Shank Nails
1 #8 Screw 20.7 20.7 18.1
2 #8 Screw 43.2 43.2 29.8
1-10d Smooth or Screw 23.1 23.1 19.0
Shank Nail Field Clip)
1-10d Smooth or Screw 29.3 29.3 24.0
Shank Nail Eave Clip)
2-10d Smooth or Screw 27.6 27.6 38.6
Shank Nails Field Clip)
2-10d Smooth or Screw 38.1 38.1 41.8
Shank Nails Eave Clip)
2-10d Ring Shank Nails' 33.1 48.1 45.2
i Installation with a 4" tile headla and fasteners are located a min. of 2'/2" from head of tile.
MIAMI•DADE COUNTY NOA No.: 16-0421.06
NA.M.T.M.411 Expiration Date: 12/16/17
Approval Date: 10/06/16
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Paddy Adhesive Set Systems
Tile Profile Tile Application Minimum Attachment
Re ' an
Real S-Tile Adhesive2 29,33
2 See manufactures component approval for installation re uirements.
3 The Dow Chemical Company TileBond one-component foam, minimum weight per paddy 10.7 grams.
ICP Adhesives Polyset®AH-160 two-component foam. Average weight per paddy 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Single Paddy Adhesive Set Systems
Tile Profile Tile Application MinimurRbAttachment
Resistance......
Regal S-Tile ICP Adhesives Polyset®AH-160 two-component foam" .' 66%4 •
•. ..5 :.....
ICP Adhesives Polyset®AH-160 two-component foam.. .. 35.7
4 Large paddy placement of 63 grams ..••
5 Medium paddy placement of 24 grams ••
Table 8: Attachment Resistance Expressed as a Moment - Nk� t.fibf) •
for Mortar or Adhesive Set Systems ••••
Tile Tile •..' :Attachment •
Profile Application Resistance
Real S-Tile Mortar Set 24.5
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following
statement: "Miami-Dade County Product Control Approved".
H or HANSON
TILE IDENTIFICATION MARKS(LOCATED ON UNDERSIDE OF TILE
REGAL S-TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
QM1I-DADE COUNTY NOA No.: 16-0421.06
''''• p Expiration Date: 12/16/17
Approval Date: 10/06/16
Page 5 of 6
PROFILE DRAWINGS
FASTENER HOLES
OVERLOCK
0
6666
6666 •ee9..
. •
.69:00 .. .• 00.6•.
1
•..Y.. • •, 6666..
toes 000 . •
•
.••Oo 90Y • 6666•
1314%-* 'o; 0.60.0
.•6.•.
UNDERLOCK •60 90*0•
.666
s
. 66.66.
.. . •0.
Regal S-Tile
END OF THIS ACCEPTANCE
MIAMI-DADE COUNTY NOA No.: 16-0421.06
• ' Expiration Date: 12/16/17
Approval Date: 10/06/16
Page 6 of 6
MIAM
mmaiii) MIAMI-DADE COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION
(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.miamidade.eoy/economy
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 4ti�.
product or material tested for quality assurance purposes.If this product or material fails to pgforrp in the ligee"ed ••••••
manner,the manufacturer will incur the expense of such testing and the AHJ may immediatelyr0ole,modiXy,or.
suspend the use of such product or material within their jurisdiction. RER reserves the right Uo myoke this aoceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material faifTto meet the
requirements of the applicable building code. 0000 0 0 0 0 •••'••
This product is approved as described herein,and has been designed to comply with the Flo4'3gdilding Cddd• •••••
. .
including the High Velocity Hurricane Zone of the Florida Building Code. ";'•; •••• •••••
.. .. ••
DESCRIPTION: Polyglass Polystick Underlayments •':'; •,
• 0000..
. :0000.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,�t3i,'st�te and Uloviing ;'•••;
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 tine job site at the request of the Building Official.
This NOA renews and revises NOA No.14-0717.08 and consists of pages I through 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
rantuaAne "Ty NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 1 of 8
ROOFING COMPONENT APPROVAL
ate or : Roofing
Sub-Cateeorv: Underlayment
Material: SBS ,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick IR-Xe 65'x 3'3-%" ASTM D 1970 A fine granular/sand top surface self-adhering,APP
Manufacturing Or 65'x 3' polymer modified, fiberglass reinforced,bituminous
Location#1  60 mils thick sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice&rain shield.
Polystick Dual Pro 61'x 313/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester
Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a
Location#2 metal roofing and roof tile underlayment.
Polystick Tile Pro 61'x 313/$" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester
Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.pesigned is :metal
Location#2
roofing and roof tile underlayment.""'•
Polystick TU Max 65'8"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adheriri••of ester reinfbfced •
6666..
.g�r.y
Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Desi* g4�s a a roof til. :*Goo:
Location#1  underlayment. %0060
• • • •
6666 6666.
Polystick TU P 32'10"x 333/8" TAS 103 and A rubberized asphalt waterprootng4'me*mbra$e,'gla?'s- •• •••
Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with j-a6gr.*apu lar surface•• '•••;•
Location#2 designed for use as a tile roof updeilayment.. •
6669.. 6666..
Polystick TU Plus 65'x 3'3-3/811 TAS 103 and A rubberized asphalt self-adhe4ni,6g'lass-fibtr/polyester ;
(Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. besignea ac a:metal• •
Manufacturing roofing and roof tile underlayment.
Location#1 
Polystick MTS 65'8"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film
Location#2 on the upper surface for use as an underlayment for metal
roofing,roof tile,slate tiles and shingle underlayment.
Polystick MTS Plus 6518"x 313m%" TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film
Location#2 on the upper surface for use as an underlayment for metal
roofing,roof tile,slate tiles and shingle underlayment.
Elastoflex S6 G 32'10"x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane
Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For
Location#2 use in roof tile underlayment systems.
2:=E Q= 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
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
Trinity I 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 IQ/A7j14
P43290.10.14 ASTM D 1970&TAS 110 19/.1.7J24
PLYG-SC10130.06.16-3 TAS 103 &TAS 110 ••.' 06/27/16 •••• •
PLYG-10130.06.16-1 ASTM D 1970&TAS l lb•••• be',<�`/i/�6
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 ...
09""06 :....:
PUSA-055-02-02 TAS 103 .... '�?11Q/07 `
.....
PUSA-089-02-01 TAS 103/ASTM D4798&fr1660• "06/A9 .....•
.. .. .. ......
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&V?V: 04/81/08 .'
RX14E8A TAS 103/ASTM D4798&M55 ' am/.09 ••••:•
DX23D813 TAS 103/ASTM D4798 '02/18/10 •
DX23D8A TAS 103/ASTM D4798&G 155 • 061/4 8:10 •••• •
..
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city
and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved"
or the Miami-Dade County Product Control Seal as shown below.
MIAMI-DADE COUNTY
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.
MIAM�uwnE uNTY NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for
base sheet only)
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 II or ASTM D 2626. •..'•: ••• ••
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a mi'rio'riim 4"head lap.(for •�'•
base sheet only) •• •
0000 0000 :0006:.
Membrane: Elastoflex S6 G,hot asphalt applied 0 '
0000 0000 0000.
Surfacing: •
See General Limitations Below. •••••• ... 0000.
0. 0. 00 000000
......
0 00
Deck Type 1: Wood,non-insulated 0 0
••••••
..000.
Deck Description: Min. 19/32"plywood or wood plank :0060:
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap. (for
base sheet only)
Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical
laps.
Membrane: Polystick TU Plus,self-adhered.
Surfacing: See General Limitations Below.
�HIWE �� NOA No.: 15-0410.04
�
� Expiration Date: 09/13/21
Approval Date: 08/11/16
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 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-'/Z"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. TheoQaA1jg tape sha116t1e ••••:•
pressed in place and formed around the protrusion to ensure a tight fit. A second layer pfPpjystichiLae ••• ;•
applied over the underlayment.
9999.. •
9999..
9999 6666 . .
• •
9999 9999
GENERAL LIMITATIONS:
•99999999
1. Fire classification is not part of this acceptance. •
...
.. .. .. 9690V
2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polt�fiIRMTS Plus may be00
used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,root tile systems end.quarry `•"�
slate roof assemblies. 0 . •••
Polystick TU P may be used in all the previous assemblies listed except metal roofing. 00
0 *see
0e 6 0 0
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times;not to exceed the preceeding maximum time limitations.
Ex osure Limitations(Davs
MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus
S6 G 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
sAe�FOMWD 0 U N T Y NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 5 of 8
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.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope
shall be as follows:(See Table Below)
Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick
S6 G Tile Pro,Dual Pro TU Max MTS Plus
Flat Tile Prohibited 4:12 6:12 6:12 5:12
without battens
Profiled Tile Prohibited 4:12 6:12 6:12 4:12
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,tla t4shall
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:void drop r ••• •
tile directly on the underlayment.Refer to Polyglass'Tile loading detail below for loadigg pigcedure—two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for atptal of 6 tjties.—for '••••
all underlayments except Polystick MTS which shall be loaded onto battens. •0 0*0• •••••• •••••
.. .. .. ......
Roofing mes •• • •
-- -- •
(6 Max PerStack) ; • •
• ••••••
c r 12 • •
N
to
Fwo►Deck pmpared Wth
POLNWCKTU Rus
uia►auto C tray NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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.
I. 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 acceptable.
Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 Y unetal diSkas.• ••••
required in Miami-Dade County or simplex type nail as otherwise allowable in other regiata,a:a minimum sate
of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,amn para c6o rV on ....:.
the face of membrane,with the above stated nails and/or disks. The head lap membrane fg,4eever the area being •
back-nailed. (Please refer to applicable local building codes prior to installation.) 000009
••••
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 Payef bf Polyglass " ••••••
Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB hlaslin Cement,•
XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,app�ied in.�t4en •
the application of the lap.The use of mastic between the laps does not apply to Polystick 9'S; ....
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass File
Loading Guidelines. See General Limitations#9 and#10.
6. Battens and/or Counter-battens,as required by the tile manufacturers NOA,must be used on all projects for
pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/0"/12",precautions should be
taken,such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours.
8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified
Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
e�AbiF E N NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 7 of 8
10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request.It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association(NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
See :00*9
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• •
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0000•• •
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• • • 0.0000
• •
ew�wan outtnr NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 8 of 8