RF-18-457Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Parcel Number
Issue Date: 2/222018
Permit NO. IMF-2-18-451
Permit Type: Roof
Work Classification: Tile
Permit Status: APPROVED
Expiration: 08/21/2018
Applicant
501 GRAND CONCOURSE
Miami Shores, FL 33138-
1132060171330
Block: Lot:
PATRICK DUFFY
Owner Information
Address
Phone
Cell
PATRICK DUFFY
9718 NE 2 Avenue
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
SUNCOAST BUILDERS & ROOFERS (305)436-9294 (786)541-6819
Valuation:
Total Sq Feet:
$ 14,000.00
3400
Type of Work: Re Roof
Additional Info: ROOF TILE FLAT TILE
Classification: Residential
Scanning: 4
Fees Due
Bond Type - Contractors Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$8.40
$4.88
$3.25
$2.80
$325.00
$12.00
$11.20
$867.53
Pay Date Pay Type
Invoice # RF-2-18-66534
02/22/2018 Cash
02/22/2018 Cash
Bond #: 3666
Amt Paid Amt Due
$ 817.53 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDA T: I certify •.t .II the for-•oin• formation is accurate and that all work will be done in compliance with all applicable laws regulating
constructio j 4 I ;fi . •ve-named contractor to do the work stated.
rized Signet !e'• �� '1 er r Applic / Contractor / Agent
February 22, 2018
Date
Building Dep
February 22, 2018
rtment Copy
1
\S 0 4 S r
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit # —� — Z— v 6- S
INSPECTION AFFIDAVIT
I v \ S S a ( licensed as a (n) Contractor / Engineer / Architect,
(Print name and aide License Type)
License #: C C C f 3 a yA 6 7
On or about 03 /Z / Z°
DATE: 04 - o I- le
FS 468 Building Inspector
, I did personally inspect the roof deck nailing
(Date & time)
work at S 0/ (c-cn d con CO (�S e
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
l /-
/4 64 ,1._I
/iiTIIW .�F.am 'tSignature '„G rI,c ,,
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.
Sworn to and subscribed before me this "Irv)(--, 0 I day of ao jir
�,,o"�Y P' ,, JOSE FRANCISCO HERNANDEZ
Notary Public, Sate of Florida at Large ,,..,G� _° Notary Public - State of Florida
��j� - CuiHmission # FF 186630
0" ">' , o= My Comm. Expires Mar 27, 2019
D 11 S [4 5 2 5 21 - -1 (o -Z (tE - ''' O ''' Bonded through National Notary Assn.
'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
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST/,STBE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. tom/ 2 J / TAX FOLIO NO. I 3 Z 0 6. 0 11- 133 0
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
1111111 liii! 1111I 11111 11111 11111 11111 liii III!
C Fhl 201,8R:i1124-99
OR BK 30374 P3 4067 (1F'95)
RECORDED 02/26/201; 11:30s23
HARVEY RUUIHr CLERK•. OF COURT
i IAM.I--DADE COUNTY;' FLORIDA
THE UNDERSIGNED hereby gives notice that irrgniwEit-itvitftiogigalioleTolSittatigal
property, and in accordance with Chapter 713, Flgr tAticteR,ttheffcttlattaf itlfdrVIRti6tihl
is provided in this Notice of Commencement. ,original filed in this office on _ d of
FFB 2 6 201$ , A D 20
WITNESS my hand and Official Seal.
HARVEY RUVIN, CLERK, of Circ andCoun ourts
D.C.
Bv
'('ANA W4c9LD #2011 '�"pace above reserved for use of recording office`
1. Legal description of property and street/address: _ El r J ' Yl C n C ' P-.'t cr,,,1 ` 3 h e res. �` 3 3/3.
M1 c.mi S)1oc-cs Sec I: adz �' 6 15-- 1 y jets f c, .,_ 7,0
2. Description of improvement: Q_ ip dc2 f- U1(-t J 1 p? . ?'r c -
3. Owner(s) name and address: GCT '1 Ca. i_ ____:D U C- F-7 so [ �'o r vf\, a. Co ItC. am.) SAD r
Interest in property:
Name and address of fee simple titleholder: !11 % a
4. Contractor's name, address and phone number: 5 u-11.0 Q U L4.ek---s -$--
St,J ?Ai Sit41 02...3
5. Surety: (Payment bond required by owner from contractoj if any)
Name,'address and phone number:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by O,n/ner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number:
8. In addition to himself, Owners designates the following person(s) to receive,a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is -specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT. ` .
Signatures) of Owne
Prepared By .
Print Name _ • ii; -7 t�17`ru
Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The foregoing instrument was acknowledged before me this day of r- 4QP4 jL...,, 9 .
•
By Ck C 1 C''‹ k3 y
Individually, di IJ as for
".Personally known, or ❑ produced the following type of identificati
Signature of Notary Public:
Print Name: "F",---,Ic
(SEAL)
or Owner
ed Officer/Director/Partner/Manager
Prepared By
Print Name \
Title/Office
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
rf4
'�+ ,. FRANKLIN'J WOLLMANN
4.
4•;': MY COMMISSION 0 GG0Se556
"''? EXPIRES July 05, 2020
(407) 348-0153 Fbk.NatirySe *s.mm
Signature(s) f Owner(s) or Owner(s es,uthorized Officer/Director/Partner/Manager who signed above:_
B
Y
By pA-ilar c4,4: L•' �J.�,`-'>
123 01.52 PAGE 3 6/12
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
--D
FEB 2 2 2018
FBC 20I'1
Master Permit No. I2-P ( (— 9 S1
Sub Permit No.
ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
q j CONTRACTOR DRAWINGS
JOB ADDRESS: 5 E 1 �1 c-e n O cot) CO C) (
City: Miami Shores County: Miami Dade Zip: 331 3 O
Folio/Parcel#: I I- �31_06 -017 "` 33 0 Is the Building Historically Designated: Yes ( NO)
lc.:�' Occupancy Type: _ Load: Construction Type: Lid Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ea- ' \ G K L I u P %y Phone#: 9 �8
Address: pQ21 G" L l7 U P-c �I 4 M Gt,V G n W () F
City: t U / ra. d C O� 1 State: .M) �m Sh o r eg zip: 3 3 /3
c j
Tenant/Lessee Name: r`► j 11 Phone#:
Email: I' .
CONTRACTOR: Company Name: S o n co U L ks 0 D pho :
Address: 65 , ( S (All 2-1 5 f
City: \ "rbl_ f Y\ rA-(" State: +a L
Qualifier Name: LA) 1�
(9'e Sc . &c
State Certification or Registration #: C-CC 1 3 2'7 .6 N
DESIGNER: Architect/Engineer: n I
Address:
Value of Work for this Permit: $
14- cDpn
Type of Work: ❑ Addition ❑ Alteration
Description of Work:
3os3°557
Zip: 3 3 O 2
Phone#: 0 5)3'05,g 3 5 7
Certificate of Competency #:
Phone#:
City: State: Zip:
Square/Linear Footage of Work: 3 i 00 S
❑ New
(34)(F 1 Lam.
DP/Repair/Replace ❑ Demolition
G Ic t- -t- t t ()
Specify colorofcolor thru til : tv 44 1-i E
Submittal Fee $ �v' % (� Per Fee $ CCF $ CO/CC $
Scanning Fee $ (YY^^'' Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(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.
Signature
OWN or AGENT
The foregoing instrument was acknowledged before me this
j 9 day of , 20 / S , by
&L1 G i Cc L. 113 F � .Kwho is personally known to
me or who has produced /
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
as
inly /��^---
**********
APPROVED BY
FRANKLIN J WOLLMANN
MY COMMISSIONS 00008556
EXPIRES Ju( 2O19
.00m
Signsa ur
The fore
me or who has produced
identification and who did 6
NOTARY PUBLI
acknowledged before me this
201<r , by
o is persIly,'known to
•
as
DARIO POLANCO
.. MY COMMr,:SION Y GG 102973
EXPIRES: May 9.2021
l P�
•;;:i' ;;°•' Rondo(' Buy *lip, I'.:,air, Undotxrflore
Sign:
Print: Akio t&131
Seal:
Plans Examiner Zoning
(Revised02/24/2014)
Structural Review Clerk
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: l /q I1 g
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: ec tr1 K
L o f-F/ - AN
, 42-U r pin vU Du F-7
Property Address: 50 i ( I\/a- Co fl C, Mi 1 Si) O r r FL 3 3 13 $
Roofing Permit Number.
Dear Building
Official:
I a< �•�-o certify that I am not required to retrofit the roof to wall connections of my
4 building because:
The just valuation for the structure for purpose of ad valorem taxation
rP 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 1994dition of the South Florida Building Code (1994 SFBC)
Signature
XeCtl-C/CK
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 / 4 day of T— R--47 f 7e,re.57
u'"''4 FRANKLIN J WOLLMANN
Notary Public, Sate of Florida at Large � � , MY COMMISSION * G6006556
'►q,,.. EXPIRES July 05. 2020
l �-►' �i�r )/ .- .--- . (407) 988-0153 Fbaderiae r vles.esrit
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300.000.00, and the twirling 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 5121/2009
PEDR01, GARCIA
Fes; MIAMI' IADEPROPERTYAPPRAISER
IMPORTANT
MESSAGE
When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the
assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to
approximate your new property taxes.
The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional
information.
Address
Owner Name Subdivision Name Folio
SEARCH:
501 grand concourse
Suite
PROPERTY INFORMATION 0
Form: 113208-017-1330
Sub -Division:
MIAMI SHORES SEC 4 AMD
Property Address
501 GRAND CONC
Miami Shores, FL 33138-2464
Owner
PATRICK L DUFFY 6W
MAUREEN W DUFFY
Mailing Address
501 GRAND CONC
MIAMI SHORES, FL 33138
PA Primary Zone
1300 SGL FAMILY - 2801-3000 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT
Beds / Baths /Half 3/3/0
Floors
Living Units
Actual Area 4,547 Sq.Ft
Living Area 3,260 Sq.Ft
Adjusted Area 3,774 Sq.Ft
Lot Size 13,560.3 Sq.Ft
Year Built 1939
Featured Online Tools
Q
0000
Back to Search Results
Comparable Sales Glossary Non -Ad Valorem
Assessments
Tax Comparison
Tax Estimator TRIM Notice
ASSESSMENT INFORMATION 0
Year 2017 2016 2015I
I
Land Value $477,245 $433,859 $298,740
I Budding Value 5248,082 $248,082 $248,082
Extra Feature Value $933 $949 $771 1
Market Value $724,260 $880,890 $545,593 ,
LAssessed Value $487,407 $457,794 5454,612
PA Additional Online Tools Property Record Cards Property Search Help
Property Taxes Report Discrepancies Report Homestead Fraud
Value Adjustment Board
BENEFITS INFORMATION 0
1
Benefit Type 2017 2016 2015!
Save Our Homes Cap Assessment Reduction $256,853 $223,096 $90,981
I
I Homestead Exemption $25,000 $25,000 $25,000 ,
Second Homestead Exemption $25,000 $25,000 $25,000 i
Note: Not ad benefits are applicable to all Taxable Values O.e. County, School Board,
City, Regional).
FULL LEGAL DESCRIPTION 0
Master Permit No.
R'ontSkEM : AND R • • ^ : _ . rURES
``r, p UUFpT
oFpT
Florida Building Code 5th Editionr(20
- r T
/ ((�M/)
gh-Velocity Hurricane Zone Uniform Permit ai5plicatioffafon
l i y�r��FstN/rh�
Section A (General Information) /1NO9� '�<< F�O A _
Process No. C,044; 14 1
S 1
Contractors Name 3 0 4 Cc S- I L d ecS a.4) a Roo F-e--5
Job Address 5 o1 C cAG - °Lin, i S h o (' G S FL
❑ Low Slope /Aortar/Adhesive
Set Tiles.•
1
❑ Asphaltic Shingles CIMetal Panel/Shingles 0 Wood:Shiegles/Shakes •' •
INTERNATIONAL CODE COUNCIL
FEB 2 2 201
BY:
ROOF CATEGORY
0 Mechanically Fastened Tile
ROOF TYPE • • • I.
0 New roof 0 Repair 0 Maintenance eroofin . • • • • • • ' • I.
g •.... a Re.overi. g • .. •
ROOF SYSTEM INFORMATION • • I.
Low Slone Roof Area 1S Steep ol___d"__f...E. f1 2C/n•I•_ _ • • •
• •• •••• •
•• • ••••
• •
.1
•
0 Prescriptive BUR-RAS 150 •• • • • •
• •• ••••i•
• • •
• • • • ••••�•
Section B (Roof Plan) •• •• •.•J•
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers,w• • •
sions of sections and levels, dearly identify dimensions of elevated rrssre zones and location of parraapets.m�• • •
dlmen 1'
1
1
1
1
I
i
1
I
1
1
1
1
1
1
1
1
1
I
1
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sec
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Zs
r
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to. or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Elieur Palacio on Jun 8, 2015 1032:12 AM pursuant to License
Agreement. No further reproductions authorized.
•
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steen Sloped Roof Svstemi
Roof System Manufacturer: C rO W `rl
�) L 0\
Peco a u G1 s
Notice of Acceptance Number: 14-- 1006.03
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
pi: —• 7 P2: loll. 9 P3: In1• 9
Maximum Design Pressure
(From the NOA Specific 3 A •
3
:• •• •• •• •• •
.' . • • • •
•System):
Method of the attachment: (p 0 Ifkove,
8 a h is l
_ 414.10.
•••• ectaTY
Roof Slope:
"f :12
•
.•
..••
Steen Sloped Roof System Description
Deck Type:
• .•
.. •
...
•. •
•. .
• ..
•
•. .
• ..
..•
•
•
.91
.
.
..
.5/s' ekwo. ct
ype Underlayme
nsulatlon:
Ridge Ventilation?
�1A-
#3fl 051-h 2 Z6 7-y(✓e
re Berner:
N/o
/f)
astener Type & Spacing:
dhesive Type:
Mean Roof Height:
I
�s pa-asL�o
�eLFe a dhes i Ue
ype Cap Sheet:
)43bl iGlcss `ry p tu$
oof Covering:
t,-e�wn FLt til
Type & Size Drip
dge:
3X3 a6.4uq. ( Zed.
•
S
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based die systems, choose either Method 1 or 2. Compared the values
for Mrwith the values from Mi. lithe Mt values are greater than or equal to the Mr
values, for each area of the roof, then the lle attachment method is acceptable.
U �y Method 1 "Moment Based Tile Calculations Per RAS 12T'
�p
(+ 1: TVA a.@ i - e :*Mg: L5'/, a N NOA Mt I.
(P=: � I ° 9it LQs .. -`' . j �•Mg: • 5 NOA M1 3 4 0 3
(P3:-1‘9II, '(1A. + 2- 2 -Zab4'Mg: ' - '1,— 5,- NOA Mt 34'3
Method 2 "Simplified The Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below 3?a Z- NOA M1, 3 i . 3
. ••
• •
Mr Required Moment Resistance` •. • • •
Men Roos HetgM
•
• • • "
—
Roof Slops
212
34.4
36.5
382
• M
• • 424
3:12
322
34A
36.0
• Oa
: Ur
4:12
30.4
33.6
• • vet
. • 37,8
•
5:12
29.4
30.1
31.6
" 3213
-
• 3141
6:12
26 A
28.0
29A
. we
324
7:12
244
25.9
27.1
• 28.2
. • •30)
• •
•• •
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the valves for F' with the
values for Fr. If the F' values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T'
(Pi :_1I: a 1 w: )-W:_Zcos 9:_= Fr{ NOAF
(P2: 11: __x w:- )-W: xcos 8:_^= Fa: NOA F'
(P3 • 1 l: = _ 1 w: - ) - W: x cos 8: _ = Fa: NOA F'
•• •
• • •
•
Where to Obtain Information
Description
Symbol
Where to find
Design Premium
.
P1 orP2 orP3
RAS 127 Table 1 or by an eagineaing anmlyais papered by PE based on ASCE
7
Man Roof Height
H
Job Site
Roof Slope
g
Job Site
Aerodynamic M u1tlplier
A.
NOA
Reaming Moment due to Gravity
MIL
NOA
Attachment Resiataece
Mr
NOA
Re pthcd Moment Radalance
M.
Calwhted
Mir Attachment Reaietaooe
F
NOA
Requited Uplift Resiatance
F,
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
'
1= length
w• width
NOA
All alailations must be submitted to the Mulling Official at the time ofpermitappliation.
•�
•
•
•
� •
•
•
•
•
MIAMFDADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.aov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counti Product Contid• l'Sec▪ tiott
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve Illeitigpt to havefiis •
product or material tested for quality assurance purposes. If this product or material fails town in the accepted •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modif', or .
suspend the use of such product or material within their jurisdiction. RER reserves the right'to r voke t%is aoceptanaa,
if it is determined by Miami -Dade County Product Control Section that this product or mat8tl$1•fls to Oie,pt the
•
requirements of the applicable building code. •' " '
This product is approved as described herein, and has been designed to comply with the Flgnda luildinn Code
including the High Velocity Hurricane Zone of the Florida Building Code. . •
. . .
.. .
DESCRIPTION: Low Profile Concrete Tile
.
.
•
. •
.. .
. . •
. .
.
.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.16-0314.06 and consists of pages 1 through 9.
The submitted documentation was reviewed by Freddy Semino
MIAMIDADE COUNTY
APPROVED
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 1 of 9
.
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in
locations where the pressure requirements, as determined by applicable Building Code, do not exceed the
design pressure values obtained by calculations in compliance with RAS 127 using the values listed in
section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Applicant Dimensions
Low Profile Lenght = 17"
Concrete Tile Width = 12 1/4"
Thickness = 1/2"
Low Profile
Concrete Tile
Low Profile
Concrete Tile
Low Profile
Concrete Tile
Low Profile
Concrete Tile
Trim Pieces
MIAMI.DADE COUNTY
APPROVED
Lenght = 17"
Width = 12 '/4"
Thickness ='/z"
Lenght = 17"
Width = 12 1/4"
Thickness ='A"
Lenght = 17"
Width = 12 1/4"
Thickness = '/2"
Lenght = 17"
Width = 12 1/4"
Thickness ='h"
Lenght = varies
Width = varies
varying thickness
Test
Specifications
TAS 112
Type 3a
Class III
TAS 112
Type 3a
Class III
TAS 112
Type 3a
Class III
TAS 112
Type 3a
Class III
TAS 112
Type 3a
Class III
TAS 112
....
Erodvct •
Description • •
Flat profile concretes ooq'ltle equipped with two
nail holes. For adhesivesget, direst, de&k or
battened nail -on appticutiohs. I. •
.•
.
.
•
• •
S.•
Flat profile concrete it c the equipped with t • • •
nail holes. For adheshid 34t, direct dock or • •
battened nail -on applicators.
• • •
••• • S. •
Flat profile concrete roof tile withAltle finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile with shake finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile brushed finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Accessory trim, concrete roof pieces for use at
hips, rakes and ridges. Manufactured for each
tile profile.
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 2 of 9
•
2.1 EVIDENCE SUBMITTED:
Test Agency
PRI Asphalt Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
ATL of South Florida
ATL of South Florida
MIAMI•DADE COUNTY
APPROVED
Test Identifier
ERPF-001-02-01
7161-03
Appendix III
7161-03
Appendix III
7161-03
Appendix II
P0402
Letter Dated Aug. 1,
1994
P09647-01
94-084
25-7094-(2, 5, & 8)
25-7183-(5 thru 6)
25-7214-(1, 5 , & 8)
25-7487-2
25-7496-(1 & 4)
25-7804-6
520109-1
520111-4
520191-1
Calculations
Calculations
RT1214.01-15
RT0706.01-17
Test Name/Report Date
TAS 112 Aug. 2006
Static Uplift Testing Dec. 1991
TAS 102
Static Uplift Testing Dec. 1991
TAS 102(A)
Wind Tunnel Testing Dec. 1991
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs. Sept. 1993
smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
•
Wind Tunnel Testing • • •
•
TAS 108 (Mortar Set)
•
Static Uplift Testing , , • •
TAS 101 (Mortar Set)'....'
Aug. 1994
••••
. .
.. Ayg. 1994 • •
• . ••
••
••
•lty1994
•
• . .
•• ••
. •
Static Uplift Testing . . :• .04 1994. • • •
TAS 102 •• •• •
•• •
. .
.
•
Static Uplift Testing' •
TAS 102 •
.. .
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to Gravity
TAS-112
TAS-112
•••F.b.199S
•• .
•
• .420,rth, 1995
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
12/17/15
09/25/17
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 3 of 9
3 LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be
required, refer to applicable Building Code.
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 County Product
Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable Building Code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
Rule 61 G20-3 of the Florida Administrative Code. • • • •
4 INSTALLATION:
• .
.•.•
.• . .
..
• . .
• •
••
•
•
.
.
4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its componentc.tall be iilstallgd in steitt • •;
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 -IA)
.. •
•Width-w (11)..
.. . •
Low Profile Flat Tile
11.4
1.42
'..'.1'03
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
A (ft3)
Batten Application
Direct Deck Application
Low Profile Flat Tile
0.301
0.278
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile
Profile
3":12"
4":12"
5":12"
6":12"
Greater than
7":12"
Low Profile Flat
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
2-10d Ring Shank Nails
30.9
38.1
17.2
MIAMI.DADE COUNTY
APPROVED
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 4 of 9
Low Profile
Flat Tile
Low Profile
Flat Tile
1-10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
"
32.2
" •
" •
`
•
2-10d Ring Shank Nails'
50.3
65.5
:
`•4$.3
• • •
1. Installation with a 4" tile headlap and fasteners are located a min. of 2'/2° from headttf tile.
•
;..
.... •
•
....
.. •
•.•
• ..
.. •
•
•
•
S.
•
••
•
• •
Table 5: Attachment Resistance Expressed as a Moment Mf EftIl ) • `• • ` • • •
for Two Patty Adhesive Set Systems •••• •
Tile Profile
Tile Application
Attaehment'R Mstance
• • • •••
Low Profile Flat Tile
Adhesive'
•
31 34,• `
1 See manufactures component approval for installation requirements.
2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams.
ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Attachment Resistance
Low Profile Flat Tile
ICP Adhesives Polyset® AH-160
118.93
ICP Adhesives Polyset® AH-160
40.44
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PolyProTM.
Table 7: Attachment Resistance Expressed as a Moment - Mt (ft-lbf)
for Mortar Set Systems
Tile Profile
Tile Application
Attachment Resistance
Low Profile Flat Tile
Mortar Set5
' 43.9
5 Tile-Tite Roof Tile Mortar.
MIAMI DADE COUNTY
APPROVED
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 5 of 9
.. •
•
•
►••
•
•
5. LABELING :
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved".
------)
.••••.
• •
EAGER," • • •
•• •
• .:••••
• • •
• ••
• • ••
•
•
•• • • •
• • •
••••••
FLORIDA •
•••••
••••• ••
• • .
(LOCATED ON UNDERSIDE OF TILE)
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
• • •
• • •
•• • •• •
• • •
LOW PROFILE CONCRETE ROOF TILE LABEL, SUMTERVLLLE PLANT
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 AHJ or applicable Building Code in order to properly evaluate the
installation of this system.
MIAMI DADE COUNTY
APPROVED
•
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 6 of 9
•
PROFILE DRAWING
LOW PROFILE ROOF TILE
LOW PROFILE ROOF TILE
MIAMIOADE COUNTY
APPROVED
• •
. ....
•
. .. . .
1 .• • . •
• ..
.
. • .
• • • • •
..
• • . •
•... • •
••
..
• . • •
..•
..• .•
..
•
• . .
• . . •
•
• . •
S. • .. .
,. . .
• .
•
.•
• .
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 7 of 9
LOW PROFILE ROOF TILE
LOW PROFILE ROOF TILE
MIAMIOADE COUNTY
APPROVED
• • • •
• •
••
• • • •
• • • •
•
•• . •. • •
• • • • ••
•
• • •
•••• • • •• • •
• ••
• •
• • • • • ••
S. •
• • • • •
•• •• • ••
•
• • •
• • • •
• • ,•
• • •
•• • •• •
• • •
• •
•
••
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 8 of 9
LOW PROFILE ROOF TILE
END OF THIS ACCEPTANCE
MIAMI DADE COUNTY
APPROVED
.
.•.. •
• • • •
. .• • .
• • • . •
•
•
. • .
.... .• •
•• . .
• • • • . ••
. •
.. •
• • • • •
•• •• • ••
•
• •
• • • •
• • • •
• • • . .
• • •
•• • .. . • •
• . •
NOA No. 17-0822.13
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 9 of 9
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
iNOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control gea Lion to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdir tior(1&HJ). • • • •
.. . ••• ••
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County frQdect Coitrdl•Sectiort
•
• .
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve flit -Wilt to have this '
•
product or material tested for quality assurance purposes. If this product or material fails to per-foral in tide ai:opted •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatg&1 evoke, nz4dify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right td Woke tllis`acOptanc .. • •
•
if it is determined by Miami -Dade County Product Control Section that this product or matedial•fails to meehthe •
••
requirements of the applicable building code. • • •
.
This product is approved as described herein, and has been designed to comply with the Flojida, ilding Code
.
including the High Velocity Hurricane Zone of the Florida Building Code. S. . . • • •
S.•
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
.
•
•
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino.
MIAMEDADE COUNTY
APPROVED
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
•
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick IR-Xe
Manufacturing
Location #1 & #2
PoIystick Dual Pro
Manufacturing
Location #2
Polystick Tile Pro
Manufacturing
Location #2
Polystick TU Max
Manufacturing
Location #1 & #2
Polystick TU P
Manufacturing
Location #2
Polystick TU Plus
(Surface Printing)
Manufacturing
Location #1 & #2
Polystick MTS
Manufacturing
Location #2
Polystick MTS Plus
Manufacturing
Location #2
Elastoflex S6 G
Manufacturing
Location #2
MIAMI DADE COUNTY
APPROVED
Dimensions
65' x 3'33/8"
Or65'x3'
60 mils thick
61' x 3'33/8"
60 mils thick
61' x 3'33/8"
60 mils thick
65'8" x 3'3-3/8"
60 mils thick
32'10" x 3'33/8"
130 mils thick
65' x 3'33/8"
80 mils thick
65'8" x 3'33/8"
60 mils thick
65'8" x 3'33/8"
60 mils thick
32'10" x 3'3 '/8"
Test
Specification
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103
TAS 103
TAS 103 and
ASTM D 6164
Product
Description
A fine granular/sand top surface self -adhering, APP
polymer modified, fiberglass reinforced, bituminous
sheet material for use as an underlayment fig Awed rogt+ • • • •
assemblies. Designed as an ita. rlin shield.. •• •
•
A rubberized asphalt self-adh,gigg, z1ass-fibe %polyester
. reinforced waterproofing memkaue. Designed as a
metal roofing and roof tile uriderlakymient.. • • • •
•
•
A rubberized asphalt self-adl h,g,'lass-f btg/, iblyestgr , , ,
reinforced waterproofing memb•ra•ne•. Designed as a metal .•
roofing and roof tile underlayment. • • •
• •
A rubberized asphalt self-adheririg,:polyester reinforced
waterproofing membrane. Designed as a shoo€ file
underlayment.
A rubberized asphalt waterproofing membrane, glass-
fiber/polyester reinforced, with a granular surface
designed for use as a tile roof underlayment.
A rubberized asphalt self -adhering, glass-fiber/polyester
reinforced waterproofing membrane. Designed as a metal
roofing and roof tile underlayment.
•
•
A homogeneous, rubberized asphalt waterproofing
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
A homogeneous, rubberized asphalt waterproofing
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofmg, roof tile, slate tiles and shingle underlayment.
Polyester reinforced, SBS modified bitumen membrane
with a sanded back face and a granule top surface. For
use in roof tile underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test A2encv Test Identifier
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
P 10870.09.08-RI
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.10.11
P40390.08.12-2
P37590.07.13-1
P45270.05.14
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC 10130.06.16-3
PLYG-10130.06.16-1
PUSA-035-02-01
PUSA-055-02-02
PUSA-089-02-01
JX20H7A
RX14E8A
DX23D8B
DX23D8A
Test Name/Report
TAS 103
TAS 103/ASTM D4798 & G155
ASTM D1970
TAS 103
ASTM D 1623
TAS 103/ASTM D4798 & G165
TAS 110/ASTM D4798 & 01970
ASTM D 1623 •
ASTM D6164
... .
TAS 103, TAS 110 & ASTMRL623
ASTM D1623
TAS 103 & TAS 11.4 • . • •
ASTMD 1970 & TA111 t.:
TAS 103 & TAS 11'0 •
ASTM D1970 &
TAS 103
TAS 103
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
Date
12/04/08
04/13/09
07/01/10
03/02/11
..Q4/26/ 11
• • •09/a1/11
;'.10/.19/11
• 08/07/12
67/02/13
• • •
•Q/42/14•
•
•
.. 1Q/03/14 • •
61Q 7/14
0/17/14
• •QQQ7/16
06/27/166
•
•
•
•. •
•
•
•
•
• •09/29/06
12/10/07
07/06/09
04/01/08
11/09/09
02/18/10
02/18/10
•
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below.
MIAMI.DADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
MIAMFDADE COUNTY
APPROVED
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
•
INSTALLATION PROCEDURES:
Deck Type 1:
Deck Description:
System Type E(1):
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
Deck Type 1:
Deck Description:
System Type E(2):
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
Deck Type 1:
Deck Description:
System Type E(3):
Anchor/Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
MIAMI DADE COUNTY
APPROVED
Wood, non -insulated
Min. 19/32" plywood or wood plank
Anchor sheet mechanically fastened to deck, membrane adhered
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered.
See General Limitations Below.
Wood, non -insulated
Min. 19/32" plywood or wood plank
• •
• • •
•• •
•
••..
•
•
••••
Anchor sheet mechanically fastened to deck, membrane adhered
. •
One or more plies of ASTM D 226 Type II or ASTM D 2626. • • • •
....
•...
.. •
• • . •
•
• •
S. •
• • •
• •
..
..•
• • •
• •
S.
•
•
•
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at 3 miiiitum 4' hea,d lap. (fgi,.;.
base sheet only) • •
• . .
•.• • •• • ••
Elastoflex S6 G, hot asphalt applied • • •
••• •
See General Limitations Below.
Wood, non -insulated
Min. 19/32" plywood or wood plank
Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Polystick TU Plus, self -adhered.
See General Limitations Below.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 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% giN7irg sped dal• attention • •
. . .
to lap areas. • • • •
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemblyttnrent Product Control • •
•.. .
Notice ofAcceptance. •....
•• • •
•8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Tlj &Laing tape • shall be • •
pressed in place and formed around the protrusion to ensure a tight fit. A second layI'of Polystkle 4101 be
•
applied over the underlayment. • •
•
•
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
• .
. • •
.. . .. • • .
•. •
.. •
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (Days)
MTS
Hi-Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
MIAMFDADE COUNTY
APPROVED
Rule 61 G20-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope
shall be as follows: (See Table Below) • •. • ••
Tile
Profile
Polystick
MTS
Elastoflex
S6 G
Polystick TU Plus,
TU P, Tile Pro,
Dual Pro
Polystick
TU Max
PolySj{ 1 ;
MTS Pius.
$ steps (E3)
MTS Ms with.,
TW Plus •
...
Flat Tile
Prohibited
without battens
4:12
6:12
6:12
5:11• •• •• •
S.
•
• • Q;12
• • •
• • 11
•.:
Profiled
Tile
Prohibited
without battens
4:12
6:12
6:12
4:4Q • • .
• • •
:.6►1.2
•
• • .
The above slope limitations can be exceeded only by using battens in accordance with the•Approv•
ed rife System •
Notice of Acceptance and applicable Florida Building Code requirements. When battens ate regi ited •liey shall
be utilized during loading and installation of tiles. . • •
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for
all underlayments except Polystick MTS which shall be loaded onto battens.
...
•
•
•
•..
•
..•
•
S.
•
..
•.•
••
•
0
a.
0
U,
N
r
91111.,
POLYSTICKlU Plus
MIAMI•DADE COUNTY
APPROVED
•
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
•
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be' made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire
testing results. • • • •
•
• • • • •
• • •
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTIGLMEMB1 A'1�TF
•
•
•'
• •
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEEWFbC APPLICATIONS. • •
• • • • •
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS!' • •
•• •
• • • • •
••
1. Polyglass does accept the direct application of Polystick underlayment membranes to w000 decks! Installers are •
cautioned to refer to applicable local building codes prior to direct deck installation tO ensure thisjs acqeptablg. •
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 FoLyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 5/s" metal disk as
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being
back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 61/4"/12", precautions should be
taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified
Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
MIAMI-DADE COUNTY
APPROVED
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
•
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable vrocedures as•liutlined by
the National Roofing Contractors Association (NRCA). • • • • •• • • •
•• ••
• •
•
•
• •
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPFGWF1C APPLICA•TIONS.•
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOIM?MENDATIONSt • •
• • • • •
•• •• • ••
END OF THIS ACCEPTANCE
MIAMI.DADE COUNTY
APPROVED
•
• •
• •
•
• • • •
• • • •
• •
• • •
• • •
•
•• •
• • •
• •
• •
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
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 n ctor. • • •wner's
mdral in the designated space indicates that the item has been explained. •• •
9
•
• ..
•... .• •
Renailing wood decks: When replacing roofing, the existing wokxtr000 deck tnayNtave to
be renaited in accordance with the current provisions of Section R4403. (The ibbt deCk is uslrayy •,
concealed prior to removing the existing roof system). • • • • • • •
•
•
• •
•
•
• •
• •. .
• • •
•
4. --. Exposed Ceiling: Exposed, open beam ceilings are where the uA • •
may wish to maintain the architectural appearance;
be viewed from below. The owner d c the pmf�ied�cirrg:
ce; tlfer ib i,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
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, R4403 and R 13.
Owner/Agent's Signature
Sol q rand- cen1 t. 1 ' t ShortsPrope Address G� 3 ` 1.3
Revised on 7/9/2009 LD;07/01/2015;
••M • r Signatu,.
Date
Permit Number
•
•
•