RF-17-1398 (2) NQ
Miami Shores Village �• �, 7Y
10050 N.E.2nd Avenue NE
qa rk Iss r W11 Flat
Miami Shores,FL 33138-0000
l;Petaw APPROVED
h�eN � Phone: (305)795-2204
FioRmA11/ 2017
Date:ateti 6l l21�1 Expiration:
Project Address Parcel Number Applicant
361 NE 102 Street 1132060135090
CONNIE BENSON
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
CONNIE BENSON 361 NE 102 ST
MIAMI SHROES FL 33138-2428
Contractor(s) Phone Cell Phone Valuation: $ 28,600.00
PAUL BANGE ROOFING, INC. (954)981-7663
Total Sq Feet: 2737
Type of Work:Re Roof Available Inspections:
Additional Info:REROOF-TILE AND FLAT ROOF Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-5-17-64098
CCF $17.40 05/26/2017 Check#:4434 $814.40 $50.00
DBPR Fee $4.50
DCA Fee $4.50 05/24/2017 Check*4420 $50.00 $0.00
Education Surcharge $5.80 Bond#:3411
Permit Fee-New Roof $300.00
Scanning Fee $9.00
Technology Fee $23.20
Total: $864.40
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is qcurate and that all 6rk will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-na ractor to
3�LMay 26,2017
Authorized Signature:Owner / Applicant /, C ractor / Age-617 Date
Building Department Copy
May 26,2017 1
5�o�s
Miami shores Village
logo V Building Department
-� 10050 N.E.2nd Avenue
`-,ree �� Miami Shores, Florida 33138
lOR1UA Tel: (305)795.2204
Fax: (305)756.8972
RE: Permit# � /7— `5�5 DATE: 4�5 /`'
INSPECTION AFFIDAVIT
Ivl I o
licensed as a (n) Contractor JEngineer/Architect,
(Print name and circle Ucense Type) FS 468 Building Inspector
License#: 6��F-611
On or about Z/ '-6'-;�l ' ! —� I I did personally inspect the roof deck nailing
fe
work at
Pt )
(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)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property
mentioned. `'NELE M,4,T ,���/
•.•Gpct,M""0
Sworn to and subscribed before me this of IV AAY2
PeRu 2,��oA r
Notary Public, Sate of Florida at Large %o' G 012 *=
�����A�l.'�an ltlsuca;�• Q��r�
////C'
'General,Building,Residential,or Roofing Contractors or any individual c artified under 968 F.S.to make n inspection.I phobgraphs of a co t�e ref writh
permit#and address#dearly shown marked on the deck for each inspection
0-40A t—17NnP)niA1nf91 Mnno
Job Address S l Permit# F - I `i 1 ; C
.Complete the re-nailing affidavit and provide two copies signed and notarized.
Post in the permit package at first inspection
Re-Nailing Affidavit
I am a Florida Professional Engineer, Registered Architect, Licensed General Contractor,
Building Contractor, Residential Contractor,_X_Roofing Contractor or
Person certified in the structural discipline under FS468.
I hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1
(8d round he hank a 6"o.
30- / °'-
er 's Signature Date
19 / L1 /L S7
Tint Certifier's Name
rerso
bscribed before me this -,':0day of Yom- -'�%� 20nally know to me or or produced ID
Notary Public State of Florida
Seal +° Yvette Borrom to
a Ay t Commission FF 974520
Nt ary Publiqt—ate of Florida{signature '�,, L I os►2a►2o2o
Complete Secondary Water barrier affidavit and provide two copies signed and
notarized. Post in the permit package at first inspection
Secondary Water Barrier Affidavit
lam a Florida Professional Engineer, Registered Architect, Licensed General Contractor,
Building Contractor, Residential Contractor, Roofing Contractor or
Person certified in the structural discipline under FS468.
I hereby certify that the secondary water barrier has been installed and inspected by me personally it
complies with all requirements of FBC 2004 and the Hurricane Mitigation requirements.
Certifier's Signature Date
Print Certifier's Name
Sworn to and subscribed before me this day of 20
Personally known to me or or produced ID
Seal
Notary Public, State of Florida(signature)
�j Miami Shoves Village RECEIV
,0\1\ E
Building Department MAY 4 7017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 rJ
Tel:(305)795-2204 Fax:(305)756-8972 �(
INSPECTION LINE PHONE NUMBER:(305)762-4949 sh
FOC 20 1 --(
BUILDING Diaster Permit N®.
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC XROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
� ' I CONTRACTOR DRAWINGS
.JOB ADDRESS: 'SCD I we I d 2 JA-e_e_.�
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: i I ` 3ay Lo-0f 3, --J DCf D Is the Building Historically Designated:Yes NO
Occupancy Type: SF _Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): rn n &e. Re:)w n Phone#:�1:1�s --g1 y
Address:s��10 1 6 IDZ �L&-e ef-
City: M k 1 Yyli ve—<1 State: (Cs` Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: 2v L Phone#:
Address:
City: State: Zip:
Qualifier Name: , n C -R__ Phone#:Q)Cig j u u,
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: EJAddition n Alteration 1:1 New 1 El Repair/ eplace ❑ Demolition
Description of Work:�l�2 V120 '
Specify color®f color thru file: WI e_ 0(1 l�L�� f•
Submittal Fee$ �� -6� Permit Fee$ . 0�S CCF$ ��L- 40 CO/CC$
Scanning Fee 0 1 Radon Fee$ q- E O DBPR$ `7 • 9 Notary$
Technology Fee$ Lam✓ ` 2`J(� Training/Education Fee$ Double Fe--e$��
Structural Reviews$ Bond$ ROO .
TOTAL FEE NOW DUE$ � 6
(Revised02/24/2014) 9 4
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 Si natur
� E
OWNER or AGENT CONTR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_day of Ar 20 1 by ay of AWLAA 20 by
(' a ote �� w o is personally known to wh personally k!10 to
CJ
me or who has produced as a 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: _ Print:
Seal: Notary Publtc State of Florida Seal: NOUN pub Smote of fWda
Yvette BWOMW , YV�e BOPfOmeO
• r
My Commission FF 974520 `• Q my ommgmon FF 974620
0,wd' Expires 03123*020 �°0+4►� ExPires 03x23=0
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
d
Miami hores Village
sees Building Department
10050 N.E.2nd Avenue
04- Miami Shores, Florida 33138
$ Tel: 305 795.2204
Fax: (305) 756.8972
RE: Permit# DATE:
INSPECTION AFFIDAVIT
I licensed as a (n)Contractor/Engineer/Architect,
(Print name and circle License Type) FS 468 Building Inspector
License#:
On or about , I did personally inspect the roof deck nailing and
(Date&time)
Secondary water barrier work at
(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)
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.
Sworn to and subscribed before me this day of
Notary Public, Sate of Florida at Large
*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#clearly shown marked on the deck for each inspection
Revised on 5/2112009
®�9 � Miami IQOh®reS Village
coal n ®a¢m®t" Building Department
L�` obi 10050 N.E.2nd Avenue
�0 Miami Shores, Florida 33138
Tel: (305) 795.2204
Fac: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE=
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
FERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 23 /7
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: Don P1 r (i &17sp o
Property Address: 3Co I E 7 W 0
Roofing Permit Number:
Dear Building Official:
I 1i6+� /� ���` sa r1 certify that I am not required to retrofit the roof to wall connections of my
building because:
Ae just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad
valorem taxation.
❑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)
x�Tn - �L
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 �2 day of CAW J?
Notary Pubft State Of Florida
Yvette sorromeo
Notary Public, Sate of Florida at Large MYcom 03m"an FF0974620
expimsON
When the just valuation of the structure for purpose on is equal to or more than$300,000.00,and the 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 5/2112009
5/12//201177 Property Search Application-Mi am i-Dade County
FFICE
APPRAISER
Summary Report
Generated On:5/12/2017
Property Information
Folio: 11-3206-013-5090 932
Property Address: 361 NE 102 ST
Miami Shores, FL 33138-2428
Owner ERIC BENSON&W CONNIE : -1
Mailing Address 361 NE 102 ST
MIAMI SHORES,FL 33138-2428 R --
PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ
0101 RESIDENTIAL-SINGLE
Primary Land Use a
FAMILY: 1UNIT
Beds/Baths/Half 3/1 /0
Floors 1 -
Living Units 1
Actual Area Sq.Ft
Living Area Sq.Ft og .,
Adjusted Area 2,225 Sq.Ft
Lot Size 14,625 Sq.Ft Taxable Value Information
Year Built 1936 2016 2015 2014
County
Assessment Information
Exemption Value $50,000 $50,000 $50,000
Year 2016 2015 2014 Taxable Value $144,688 $143,335 $141,801
Land Value $328,606 $315,719 $275,986 School Board
Building Value $149,251 $149,251 $145,383 Exemption Value $25,000 $25,000 $25,000
XF Value $41,148 $26,192 $26,480 Taxable Value 1 $169,688 $168,335 $166,801
Market Value $519,005 $491,162 $447,849 City
Assessed Value $194,688 $193,335 $191,801 Exemption Value 1 $50,000 $50,000 $50,000
Taxable Value 1 $144,688 $143,335 $141,801
Benefits Information
Regional
Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000
Save Our Homes Assessment
Cap Reduction $324,317 $297,827 $256,048 Taxable Value $144,688 $143,335 $141,801
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book-
Note:Not all benefits area applicable to all Taxable Values i.e.Count School Price Qualification Description
pp �� Y, Sale Page
Board,City, Regional). 08/01/1997 $0 17776- Sales which are disqualified as a result of
3765 examination of the deed
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
E1/2 LOT 19&LOTS 20&21
BLK 37
LOT SIZE 125.000 X 117
OR 17776-3765 0897 4
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property
Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
n
DAVIE:954-792-ROOF(7663) e STATE CERT CC 0033691
N.BROW:954-566-ROOF(7663) LICENSE®AND INSUREDS.BROW:954-981-ROOF(7663)
RUN DADE:305-981-ROOF(7663) 7000 S.W.21 ST PLACE
FABS:954-964-ROOF(7663) DAVIE,FLORIDA 33317
1-877-981-ROOF(7663) ® Member of
ropoor Better Business Bureau
PROPOSAL SUBMITTED TO DATE PHONE
—a6 - 7 3os• 3.3•.3
NAME o 6
JOBNAME
STREET p
�O so
SGI ;?Mid STREET
CITY t f _I ar STATE ZIP
EMAIL � 3 3 CITY
�( STATE IZIP
We hereby submit specification and estimate for
7P P WORK SHINGLES
Remove existing roof to a clean Workable surface and ❑ Install#
dispose of debris. base sheet.
,� ❑ InstallV.'i
n.save drip metal.
Z Replace rotten sheathing at$_Y=00_per foot. ® Installassfungus resistant shingles.
_/(Plywood replaced by square ft.) /00 r.�odd
i�install new lead flashing to all plumbing vent stacks. Color
® �fg Color
Install new 26 gauge 16"galvanized metal to all METAL
Reys and tie-ins. All averk 9
ah s ® Install
v Zunder layment.
posed ®ftiot Exposed
® Install# fire barrier.
Type of roof to be removed -77/G _,. ❑ Install
save drip metal.
PFS'ROOF/LOW SLOPE Ll Install metal roof.
a�
stall# base sheet as per code.
��Y1�nstall A'O plys of ply IV figerglass felt. Tin.-Stall
3�G07
Install �l t 3 g 3 n.save drip metal. #.� base sheet.
/� r/
�Il stall mineral surface ca sheet. stall fel% 3 3�In.save drip metal
'®] Install tappered insulation:Yes No� 'fdt stall _5, d I,i�yA the derlayment.
ease Initial_ Fk Install tin
Repair S+t1CCo (,�f-k tAltiJ�c(os o��
o s,
s : a s I`V1 v
mp
'a t?eG `a sAdd 33 •� y
es o a�rravl
w C,Give,
Ovetr ke-ga CgYi b M y-s�,`> a�• 4 Ifo .
We herby ropose to furnish labor and materials compl to in accordance with the above specifications forthe sum of
e a S S' �V� err A7 dollars($ 028(2w.Oo
Payment to be made as follows ry f7 ®�r W O 5 ®�O /) C q d —LO r /
METRO®OF PAYMENT: ® ® ct
G�lar�G- n�I I' HYD' -A C����
,J � Crcrc� Pat �Ar7 s
WMRENW TO 01 CUMER:Paul Barge Rudng Inc.wafrefds workinansliip for a period of
CUSTOMER IS URGED TO COVER FURNITURE AND OTHERNIISE PROTECT THEIR PROPERTY years.
THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL
Authorized Signature Roofing Specialist o
ACCEPTANCE OF PROPOSAL
ACCEPTED t;lgrrature
prhw +i i��e_n s d7 Data d 7
vowjF- 1�
'a Florida Building Code Sth Edition(2014)
High-Velocity Hurricane zone Uniform Permit Application Far
INST'RUCT'ION. PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
LLow
Required Sections of the Attachments Required
Permit A lication Form See List Below
Slope Appilcatio A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 4,5,6,7
Asphaltic Shin les A,B,D 1,2,4,5,61,7 •.•
. . ... 0WI
.. ...
Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7' .' : :
000.00 .. . .. ...
Metal Roofs A,B,D 1,2,3,4,5,5,7.... .. :• ••:
0000 . . 0000
Wood Shingles and A,B,D 1,2,4,5,6,7
0000.. .. . 0000
Shakes •• •• •••• .. •••
Other As Applicable 1,2,3,4,5,6 0• 000:0
.0.. .
. . ..4 .0.
ATTACHMENTS REQUIRED:
1. Fire Directory Llstlng Page
2. From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detall Drawings
S. Design Calculations per Chapter 16,or If Applicable, RAS 127 or
RAS 128
4. Other Component Notice of Acceptances
5. Municl al PennitAp licatton
6. Owners Notification for Roofing Considerations Re•Ro6M Onw-
7.1 Any Required RoofTestin tCalculatlon Documentation
MI�►W�8 E_.
"Delivering Exc-/crew Emery Shay"
t
------ I-DADE COUNTY --
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
has been explained.
E. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zo ) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
perforinance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
re 'led in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
T
Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation betweerufitig$boring
. ..... townhouses, condominiums, etc.). In buildings with common roofs,the roofl�gcQntractpr•Ekd/or ••
. .
owner ould notify the occupants of adjacent units of roofing work to be performed. •••••• •• • Soso:*
4.Exposed ceilings: Exposed, open beam ceilings are where the underside of the ro de�kiJJg cart e •
vi ed from below. The owner may wish to maintain the architectural appearance; tbjje q�e,roU&mail
penetrations of the un rside of the decking may not be acceptable. The owner providesW option of ......
m 'nta'ning this appe ance. •
. . . . ......
......
5.Ponding water: The current roof system and/or deck of the building may-n at ain well and mEc, ...
cau e water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of strtiiural
dr ress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing ystem is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
ov r oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
w't e requirements A. Chapter 15 and 16 herein and the Florida.Building Code, Plumbing.
7.Ventilatio : Most roof structures should have some ability to vent natural airflow through the
int rior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be
re uced.
Owner's/Agent's Signature: Date:
Contractor's Signature: 7 Permit Number:
Property Address: (�_ N _ l�off. .a5
a !t = ' � ;al • � 1': I
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•
Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used Idents as"NA')
system Manufacturer.Cal ��t�- Field: °oc @ Lap,#Rows @ °oc
NOA No.: q r Perimeter:--!L-oc @ Lap,#Rows AL@ °oc
Pages&07cate applicable NOA pages): Comer:� oc @ Lap,#Rows A@ °oc
Design Wind Pressures,From RAS 128 or Calculations:
Pmax1:�Pmax2: f A 4 Pmex33: Number of Fasteners Per Insulation Board
Max.Design Pressure,From the Specific NOA
Field: Perimeter Comer
System:
Deck: �o� Illustrate Components Noted and Details as
Type' Applicable:
/ Gaugelfhtckness: Wood blocking, Gutter, Edge Termination,Stopping Flashing,
VContinuous Cleat,Cant Strip,Base Flashing,Counter-FLVDWg,
Slope: !/ d`'' / Coping,Etc. •....• ......
Indicate• Mean Roof Height, Parapet 61ght, hielglit.of s
Anchor/Base Sheet&No.of Py(sy Base Flashing, Component Materls4.164010d8l Tl1igllh8$s, ......
char/Base She F' 01a toner/Bon in Ma n : Fastener Type , Fastener Spacing or,J*pjt ManufacUirer's •
Details that Comply with RAS 111 and%rigor 16. ••••••
611
• • • • •
Insulation Base Layer Al
••'•' •••• •••••
Base Insulation Size and Thickness: •
Bull v- op4spet ....:.
Base Insulation Fastener/Bonding Material: �� ' F;• Fjeight ;...
•• •
••••••
0 ••• 0 •
•
Top Insulation Layer ••
Top Insulation Size and Thickness:WJ14 X e DT Ar
To •Insulation Fasten r/Bpndin fieri I: F
p o? �fJ/1��" �
1�iA
Base Sheet(s)&No.of Ply(s): N
D _J FT Mean
Base Sheet FasteneriBonding Material: ,l//� C• Roof
Height
Ply Sheet(s)&No.of PIy(s):
Ply Sheet Fastener ponding Ma ria`)
TOP Ply.00t'Y dvyfit��t ii�l�/1t+C/ '/ GM' S
Top Ply FastenerlBondingtv�//
t'
Surfacing: 6A,14
i
i
MIAMI- MIAMI-DARE 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)31525-99
NOTICE OF ACCEPTANCE (NOA) www.mianddade.uoy/econorny
CertainTeed Corporation
1400 Union Meeting Road,P.O.Box 1100
Blue Bell,PA 19422-0761
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 Mianu--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 Mian-ii-Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes.If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within •••.
. 6666 6666.4
their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by lauuZade *0
County Product Control Section that this product or material fails to meet the requiremen0:00ts of the • •
applicable building code. 696964 f
6666..
This product is approved as described herein,and has been designed to comply with the Flositl6666 .. 6666.
wilding . •.
Code including the High Velocity Hurricane Zone of the Florida Building Code. 0
00000 :0 00 0 6:.0•
6 6 •
•• 90 9000 6690.• ?
DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems over Wood Deck;0 0 6 0 0 0 0•
0 0 0 0
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo�city,�date an8...:. """
following statement:"Miami-Dade County Product Control Approved",unless otherwise notgi Kevin. 6 :•6••0
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 j
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.08-0410.07 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L.Acebo.
f
NOA No.: 13-0204.14
[AMI- Expiration Date: 06/19/18
C ECOUNTY� Approval Date: 05/30/13
Page 1 of 16 i
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ROOFING SYSTEM APPROVAL
!9 ory• Roofing
Sub-Category: Built-Up Roofing
Material: Fiberglass
Deck Type: Wood
Maximum Design Pressure: -60 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE
e
Test Product
Product Dimensions Specification Description
All Weather/Empire 36"x 65'10", ASTM D 4601 Asphalt coated,fiberglass reinforced base
Base Sheet Roll weight: 86 lbs. Type II sheet.
(2 squares) UL Type 15
Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic
Surfaced Cap Sheet Roll Weight:78 lbs. glass fiber surfaced with nuneraj granules0 0.0• 0 0 0••
(1 square) used as the top ply in convtsv4Sn4 built-tip ... ••
roof membranes. 0.0.0. sees : ....:.
Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coa1cd s.inorgagii %•••
Surfaced Cap CoolStar Roll Weight:78 lbs. glass fiber surfaced with ntiggW granulp•..• 66066
(1 square) used as the top ply in convestioval built up...
Osseo•
roofinembranes. Covered0wlikAflectimm:. 0.....
CoolStar Coating. •••••• •
*see:.
Flintglas®Ply Sheet 36"x 164'7"; ASTM D 2178 Fiberglass,asphalt impregyated,ply sheer.••••
• i....i
Type IV or VI Roll weight:40/55 Type IV or VI sees ••• • •
lbs. UL Type G1 •
(5 squares)
Flex-l-Glas Base Sheet 36"x 98'9"; ASTM D 4601 SBS Modified,fiberglass reinforced base
Roll weight:90 lbs. Type Il sheet.
(3 squares) UL Type G2
Flex-I-Glas FR Base 36"x 98'9'; ASTM D 6163 SBS Modified,fiberglass reinforced base
Sheet Roll weight:90 lbs. Grade S sheet.
(3 squares) Type I
GlasBaseP'Base 36"x 98'9"; ASTM D 4601 Asphalt coated,fiberglass base sheet.
Sheet Roll weight:69 lbs. UL Type G2
(3 squares)
Black Diamond"' 36"x 68'7';Roll ASTIVI D 1970 Self-adhering fiberglass reinforced
Base Sheet weight: 78 lbs. modified bitumen base sheet
(2 squares)
NOA No.:13-0204.14
MIAMt•DADEGOUNTif Expiration Date: 06/19/18
�mv.. , Approval Date: 05/30/13
Page 2 of 16
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APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corp. ;
i
ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corporation
High Density Wood Fiberboard Wood fiber insulation board Generic
Perlite Insulation Perlite insulation board Generic
H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC
DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC
ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp.
Multi-Max-3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC.
APPROVED FASTENERS:
TABLE 3 • ••
Ir • a
Fastener Product Product Matuf otyrer •• • ••••••
•
Number Name Description Dimensions (With COtrci t NO0 :•: ••
...... .. . ......
1. Dekfast Fasteners#14& Insulation fastener SFS;iatea,.Inc. •
#15 HS ""
2. Dekfast Galvalume Steel Galvalume AZ50 steel plate 2 7/8"x 3'/" SFS tff to Inc. `••` .••..
`o`
.
Hex Plate .••••• • "`•`
.
3. Dekfast Dekflat Round Polypropylene plate 3"x 3'/4" SFS 1nfet,Inc. "•••;•
Plastic Lock Plate •
. . ......
4. #12 Standard Roofgrip& Insulation fastener for wood 4MG,I n.c. ••••.
#14 Roofgrip and steel.
S. AccuTrac Hextra Insulation fastener for wood OMG,Inc. ••
and steel
6. 3 in.Ribbed Galvalume Galvalume stress plate. 3"round OMG,Inc.
Plate j
7. AccuTrac Plate Galvalume stress plate. 3"square OMG,Inc.
8. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3"round OMG,Inc.
9. Trufast#12 DPH& Insulation fastener for wood Altenloh,Brinek&Co.
Trufast#14 HD Fastener and steel decks U.S.,Inc.
10. Trufast 3"Metal Galvalume AZ50 steel plate 3"round Altenloh,Brinck&Co.
Insulation Plate U.S.,Inc.
f
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}
NOA No.: 13-0204.14
raartFnaoecornvrir Expiration Date: 06/19/18
Approval Date: 05/30/13
Page 3 of 16
{
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EVIDENCE SUBMITTED:
Test Agencv/Identifier Name Rep Date
TrinitylERD TAS 117(B) 3503.10.06 10/10/06
TAS 117(B) 06490.04.07 R 1 06/27/07
TAS 117(B)/ASTM D6862 C8500SC.11.07 11/30/07
TAS 114 C8370.08.08 08/19/08
ASTM Physical Properties C10080.09.08-R4 03/25/10
ASTM D4601 C40050.09.12-1 09/28/12
ASTM D3909 C44200.03.13 03/22/13
ASTM D1970 C40050.09.12-2 09/28/12
Momentum Technologies,Inc. ASTlbI D 4601 AX31 G8D 09/05/08
ASTM D 3909/D 4897 AX31 G8C 09/05/08
Factory Mutual Research Corp. FMRC 4470 J.I.#3Y8A1.AM 03/23/96
FMRC 4454 J.I.OD3A3.AM 04/04/97
FMRC 4470 J.I.2DOAO.AM 12/23/98
FMRC 4470 J.I. 1D7A4.AM 11/09/98
Underwiters Laboratories,Inc. UL 790 RI 1656 01/11/13 �•��
United States Testing Company ASTM D 5147 97457-4 O6V/88 •00 00• *Go*:*
ASTM D 5147 97-457-2R `12/02/87 .
606.96
PRI Construction Materials ASTM D2178 CTC-122-02-01 ••63/18/12 • 0• I
Technologies LLC ASTM D2178 CTC-123-02-01 .'63/93/12 ;• •• •
ASTM D6163 CTC-066-02-01 008109/11 ' 06 •0;00 6
ASTM D4601 CTC-127-02-01 ..••§M/12 :•so 0 00 0
.. 6666 6666..
966699
699900
0 0
e 6666..
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NOA No.:13-0204.14 j
Mugu-DADeeamnr Expiration Date: 06/19/18
Approval Date: 05130/13
Page 4 of 16
7
APPROVED ASSEMBLIES:
Deck Type 1I: Wood,Insulated
Deck Description: 19132'or greater plywood or wood plank
System Type A(1):Anchor sheet mechanically fastened;all layers of insulation adhered with approved
asphalt.
All General and System Limitations apply.
Anchor sheet: All Weather/Ennpire Base Sheet,Flex-I-Glas,Flex-l-Glas FR or GlasBase base
sheet mechanically attached as detailed below.
Fastening: Anchor sheet shall be lapped 4"and fastened with approved roofing nails and tin
caps 9"o.c.in the lap and two rows staggered in the center of the sheet 12"o.c.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
ENRGY 3,Multi-Max-3,H-Shield
Minimum 1"thick N/A N/A
Approved Perlite
Minimum 3/"thick N/A N/A .•••
. . 0000 0000..
Approved High Density Wood Fiberboard •
N/A }�/A • :0:
•• •
Minimum%z"thick i i
0000 .. . 0000..
DensDeck,Dens-Deck Prime
000.
Minimum'/"thick N/A "'NJA
0 .
0000 . .. 00000..
Note: All insulation shall be adhered to the anchor sheet in full mopping of approvedGhgt.Whalt 0... 06:060
within the EVT range and at a rate of 20A0 lbs./100 fe. Please refer to Roofing Applin W11 •.••:•
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall belled 00
only as base layers with a second layer of approved top layer insulation installed as the final• :.00:. 0.6 6.6
membrane substrate. Composite insulation panels may be used as a top layer placed ivitit i to •
polyisocyanurate side facing down. •• •••6 0
Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I-
00
Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere
with any approved mopping asphalt at an application rate of 20-35 lbs./sq.
Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply
Sheet(Type VI)or ASTM D226,Type I sheet adhered in a fill mopping of
approved asphalt at an application rate of 20-35 lbs./sq.
Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral
Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an
application rate of 20-35 lbs./sq.
Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing,
must be listed within a current NOA.Install one of the following:
I. Gravel or slag applied at 400 lb./sq.and 300 lb./sq.respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered
Emulsion at rate of 3 gal./sq.;surfaced with 1 gat./sq.APOC#212 Fibered
Aluminum Roof Coating.
Maximum Design f
Pressure: -45 psf(See General Limitation#9)
NOA No.: 13-0204.14
MuiogoEeouNnr Expiration Date: 06/19/18
AM, ...� Approval Date: 05/30/13
Page 5 of 16
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s
Deck Type 1I: Wood,Insulated
Deck Description: 19/321'or greater plywood or wood plank
System Type A(2):Anchor sheet mechanically fastened;all layers of insulation adhered with approved
asphalt.
All General and System Limitations apply.
Anchor Sheet: All Weather/Elnpire Base Sheet,G1asBase base sheet or Flintglas Premum Ply
Sheet mechanically attached as detailed below.
a
Fastening: Anchor sheet shall be lapped 4"and fastened with 11 ga.annular ring shank nails
and approved tin caps 8"o.c.in the lap and three rows staggered in the center of
the sheet 8"o.c.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
ENRGY 3,Multi-Max FA-3,ACFoam-II,F1intBoard ISO,H-Shield
Minimum 1.5"thick N/A N/A
Approved Perlite
1%lininmm 314"thick N/A NIA 0 0 0 0
Approved High Density Wood Fiberboard •••• ••••••
Minimum%z"thickN/A •' N/A :•: '•
.00.00
DensDeek,DensDeck Prime •••••• '
0000..
1Vlhdmum%11 thick N/A •••?1/A •• •
d
0000 0 00 0000.
Note: All Insulation shall be adhered to the anchor sheet in full mopping of approved hot.ssphalt ••;•••
within the EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Applicptijop' ••;. �.
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shau bewd
only as base layers with a second layer of approved top layer insulation installed as tt&fidac
000000
membrane substrate. Composite insulation panels may be used as a top layer placed witl:llie 0• •0.0
polyisocyanurate side facing down. •••. •
Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I- •'
Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere
with any approved mopping asphalt at an application rate of 2040 lbs./sq.
Ply Sheet: Two oriuo,plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply
Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of
approved asphalt at an application rate of 2040 lbs./sq.
Cap Sheet: (Optional)Only of Flintglas Mineral Surface cap she or Flintglas Mineral
Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an
application rate of 2040 lbs./sq.
Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing,
must be listed within a cuiTent NOA.Install one of the following:
1. Gravel or slag applied at 400 lb./sq.and 300 lb./sq.respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered
Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fibered
Aluminum Roof Coating.
R
Maximum Design
Pressure: -52.5 psf(See General Limitation#7)
NOA No.:13-0204.14
MIAMI•DADECOUtJTY Expiration Date: 06/14/18
Approval Date: 05/30/13 II
Page 6 of 16
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MOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with °
Product Control Approval guidelines. All other layers shall be adhered in a frill mopping of
approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq.,or mechanically I
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied inapproved
asphalt,panel size shall be T x T maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall°...
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a ivaxim �n
u ....° see*:*
design pressure of-45 pst °°° °
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force Wtealue of•• goose*
2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the famt?Oalue, ;....:
as field-tested,are below 2751bf.insulation attachment shall not be acceptable. ."". :°. °• •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based •
. .... Goose
on a minimum fastener resistance value in conjunction with the maximum design value*
0..sd +vithin0000 eeeese
a specific system. Should the fastener resistance be less than that required,as determigeAhote e
Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida*gidte*d . 000000
Professional Engineer,Registered Architect,or Registered Roof Consultant may be suhmitted. Said: °'°° s e
revised fastener spacing shall utilize the withdrawal resistance value taken from Testinj4plication.G Go %G •**o
Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. ••
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed i
by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation#9 will not �
be applicable.) j
8. Ali attachment and sizing of perimeter naileis,metal profile,and/or flashing termination designs
shall conforin to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.
field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).
(When this limitation is specifically referred within this NOA,General Limitation#7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
I
NOA No.:13-0204.14
MIAMFDADECOUNTY Expiration Date: 06/19/18
Approval Date: 05/30/13
Page 16 of 16
I
2/13/2017 YGFU.R11656-Roofing Systems )i
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Roofing Systems
Page Bottom
Roofing Systems
i
See General Information for Rooflna Systems
R11656
CERTAINTEED CORP
ROOFING PRODUCTS GROUP
20 MOORES RD
MALVERN, PA 19355 USA
"1/2-in.thick(minimum)gypsum board or 1/4-in. thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@
Prime Roofboard"or"DensDeck@ DuraGuardn'.Roofboard"or 1/4-In. thick(minimum)United States Gypsum Co. "SECUROCKO Roof Board"
(Type FRX-G) or"SECUROCKO Glass-Mat Roof Board"(Type SGMRX) may be used in any existing noncombustible deck Classification.When
this is done,the resulting roofing system is acceptable for use over combustible(15/32-1n. thick minimum) roof decks. However,the butt
joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeckO Prime Roofboard"or"DensDeck@
DuraGuard*" Roofboard" are to offset a minimum of 6-in.with the butt joints in the roof deck. If polystyrene is part of the roof system,it
must be placed below the overlayment board. 1/4-in. thick(minimum) United Sates Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G)
and"SECUROCKO Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible roo1jink in a
system with any UL Classified insulation except polystyrene." 0 0 e 0 0*0• e 0 09:0
Any UL Classified Insulation may be used underneath 1/2-in. thick(minimum)gypsum board or 1/4-In, thick(minWorn�Georgla-gyp 6196 e
Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardm Roofboard"gra 1/4-In. thidk Qfin1Cnum) 0 so 0:0
United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (TA;SG�2X) In any existin000000 g
noncombustible deck Classification. •""'
Mineral Wool Felt,is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A,B or C roof cdh§Uglbns Indicateq p@low.
0
Type GI"Flintglas Ply Sheet"Type 4 or"Fllntglas Premium Ply Sheet"Type 6 are suitable alternates for Type IS%tVhMfelt;Typeb2 or •••••
"Glasbase Base Sheet"is a suitable alternate for Type 15 and Type 30 base sheets;Type G3"Fllntglas MS Cap" Is a suitable altate for Types.•• •
30 Cap Sheets. "Flex-I-Glas","Premium Flex-I-Glas"or'Flintlastic Base 20 Sheet"is a suitable alternate for thesT�vVi; glass baseeand the
Type 15"All-Weather/Empire base sheet".
•e •e•
Unless otherwise Indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets axe hot mopped h pace.
Two plies Type G1 may be utilized in place of one ply Type G2. 'e;
"Flintlastic Ultra Glass SA"is a suitable alternate for Type G2 base sheet or"Glasbase Base Sheet".
"Black Diamond Base Sheet"is a suitable alternate for Type G2 base sheet or"Glassbase Sheet".
"Flintlastic SA Nailbase"or"Flintlastic SA Plybase" are suitable alternates for Type G2 base sheets In Roofing Systems(TGFU)that limit cover
applications to self-adhering ply/base sheets or membranes.
EPS insulation followed by 1/2-in.thick cover board may be utilized In any of the following roof covering systems.
The"YOSEMITE Venting Base Sheet" may be used in any of the following noncombustible deck roof systems and,where indicated, in
combustible roof deck systems. I!
"Torch APP"may be utilized in any of the following systems that contain"Flintlastic STA".
"Flintlastic APP Base T" is a suitable alternate for any Type G2 base sheet.
"Flintlastic Ultra Poly SMS" may be used in lieu of"Poly SMS Base"In all application Classifications.
References to Type G2 base sheets includes"Channel-Vent GB".
"FlintBoard Iso", "FlintBoard Iso Cold", "FlintBoard Iso-T"or"FlintBoard Iso Plus", may be used wherever polylsocyanurate insulation is
specified.
Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated Incline or thickness.
"FlintBoardH ISO","FlintBoardH ISO Cold', "FlintBoardH ISO WF', "FlintBoardH ISO F","FlintBoardH ISO NB"and"FlintBoardH ISO DD" may
be used wherever polylsocyanurate insulation is specified.
"FlintBoardH ISO T","FlintBoardH ISO T Cold" and"FlintBoardH ISO T WF" are acceptable alternatives to"FIIntBoardH ISO", "FlintBoardH ISO
WF"and"FlintBoardH ISO Cold",respectively, provided they do not exceed the indicated incline or thickness of the system.
Any UL Classified EPS,any thickness,may be used below"FlintBoardH ISO","FlintBoardH ISO T', "FlintBoardH ISO Cold","FlintBoardH ISO T
Cold","FlintBoardH ISO WF","FlintBoardH ISO T WF","FlintBoardH ISO F", "FlintBoardH ISO NB"or"FlintBoardH ISO DD"insulation on non-
combustible decks provided a minimum 1-in.thick layer of"FlintBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold","FlintBoardH ISO i
T Cold","FIIntBoardH ISO WF", FlintBoardH ISO T WF","FlintBoardH ISO F","FlintBoardH ISO NB"or"FlintBoardH ISO DD" polyisocyanurate
1/22
httpi/datebase.ul.cofn/Cgi-bin✓XYVAemplateJUSEXT/1FRAME/shovr pap htmi?name=TGFU.RI1656&omhortUge=Rooting+Systems&oblid=1074351981&cfg...
i
i
2/13/2017 TGFU.1111656-Roofing Systems
Insulation is used. Max Incline shall be in accordance with Classification established for the insulation/membrane roofing system, but cannot
exceed 1:12.
I-or Combuptible Roof Decks-Class A:
1. A minimum 3-in. layer or a minimum two layers of 1.5-In. of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold" is placed
directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing
assembly to achieve a Class A fire Classification.As an alternative,any UL Classified Insulation(except expanded or extruded
polystyrene), any combination,any thickness, may be used below the 3-in. minimum total thickness of"FlintBoardH ISO Cold"
or"FlintBoardH ISO T Cold".The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or
cold adhesive.A vapor barrier(non-UL classified) may also be used below the insulation.All insulation joints must be staggered
a minimum of 6-in. from the butt joints of the roof deck or from the insulation joints directly below.The maximum incline shall
be In accordance with the Classification established for the membrane/insulation roofing assembly, however the incline cannot
exceed 112:12,
2.A minimum 1.9-in. layer of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold" is placed over a minimum 1 layer of Carlisle
"FR Base Sheet IS" or GAF"VersaShield FB-1S"over a combustible roof deck.The insulation is covered with any UL Classified
roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL
Classified insulation(except expanded or extruded polystyrene),any combination,any thickness, may be used below the 1.9-
in.minimum total thickness of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold".The insulation may be loosely laid or
attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified) may also be used
below the insulation.All insulation joints must be staggered a minimum of 6-in.from the butt joints of the roof deck or from
the insulation joints directly below.The maximum incline shall be in accordance with the Classification established for the
membrane/insulation roofing assembly,however the incline cannot exceed 1/2:12.
For Combustible Roof Decks-Class B:
1. A minimum 1.9-in. layer of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold",or a minimum 2-in.thick layer of Atlas
"AC Foam III"is placed directly over a combustible roof deck and Is covered with any UL Classified roofing membrane used in
any UL Class B roofing assembly to achieve a Class B fire Classification.As an alternative,any UL Classified insulation(except
expanded or extruded polystyrene), any combination,any thickness,may be used below the 1.9-in. minimum thickness layer
of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold".The insulation may be loosely laid or attached with fasteners and
plates, hot roofing asphalt or cold adhesive.A vapor barrier(non-UL classified) may also be used below the insulation. All
Insulation joints must be staggered a minimum of 6-in.from the deck joints or from the Insulation joints directly below.T40000
maximum Incline shall be in accordance with the Classification established for the membrane/insulation roofing Issemblys,•0 0 0• 000000
however the incline cannot exceed 1/2:12. • 0 ' 0 000 0
Unless otherwise indicated"Glasbase"Is an acceptable alternate for Type G2 base sheet in all applicable CertlficaFianGO 0 0 6.6
: •••• •
Unless otherwise Indicated the following membranes are acceptable alternates for the following membranes tabulaNc?6418w,limited to 1/2-in. ;...•:
incline: 0 sees
•es •• go
0 0
0000•
Membrane Acceptable Alternate 000090 ••• b "•"
•
• • 0.• 0000••
•
Flintglas MS Cap Flintglas MS Cap CoolStar •0 0 0 0 0 0 •
0
Flintlastic GMS Premium Flintlastic Premium GMS CoolStar • :•••: •
00000•
• . • .0000•
Flintlastic GTS Flintlastic GTS CoolStar •• • 000 • •
i
Flintlastic Premium FR-P Flintlastic FR-Dual Cap,Flintlastic Premium FR-P CoolStar or Flintlastic FR-Dual Cap CoalStar
Flintlastic FR Cap 30 T Flintlastic FR Cap 30 T CoolStar
Flintlastic GTA Flintlastic GTA CoolStar
Flintlastic GMS Flintlastic GMS CoolStar
i
Flintlastic SA P-Cap FR Flintlastic SA Cap FR CoolStar
Flintlastic GTA-FR Flintlastic GTA-FR CoolStar
Flintlastic FR-P Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar
Flintlastic FR-Cap 30 Flintlastic FR Cap 30 CoolStar
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Class A
1. Deck: NC Incline:3
Base Sheet:—Type G2 Glasbase.
Ply Sheet:—Type G1"Flintglas" or Type G2 or"Glasbase".
Surfacing:—Gravel or slag.
2. Deck:C-15/16` Incline: 1/2
*All joints blocked.
Base Sheet:—Two layers Type G2 or"Glasbase Base Sheet"or two layers Type G1"Flintglas Ply Sheet".
Surfacing:—Type G3"Flintglas MS Cap". f
httpJ/database.ul.com/co-blrffWitemplate/LISEXT/1FRAME(shovipaohtml7name=TGFU.R11656&ccnehortlige=Roping+Systems&objid=1074351881&cfg.. 2122 E
i
2/13/2017 TGFU.R 11656-Roofing Systems j
3. Dack:NC Incline: 3
f
Base Sheet.s-Two layers Type 15"All Weather/Empire".
Surfacing:—Gravel or slag. l
4. Deck: NC Incline:3
insulation:—Polyisocyanurate, mechanically fastened or hot mopped,any thickness.
Base Sheet:—Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped.
Surfacing:—Gravel.
5, Deck:C 15/32 Incline: 3
Insulation:—Polyisocyanurate i-in. minimum,mechanically fastened or hot mopped.
Base Sheet:—Three plies Type 15 asphalt saturated organic felt(perforated)hot mopped with hot roofing asphalt. !
Surfacing:—Gravel. I!
6. Deck:C-15/32 Incline:3 j
Vapor Retarder(Optional):—Type G2 or"Glasbase"or UL Classified vapor retarder.
Insulation(Optional):—One or more layers or combination of the following: Polyisocyanurate,perlite, glass fiber or wood fiber, any
thickness.
Base Sheet:—Type G2 or"Glasbase"base sheet.
Ply Sheets:—Two to three layers of Type GI "Flintglas"ply sheet or Type G2 or"Glasbase"base sheet.
Surfacing:—Gravel or slag.
7. Deck:C-15/32 Incline:3
Vapor Retarder(Optional):—Type G2 or"Glasbase"or UL Classified vapor retarder.
Insulation(Optional):—One or more layers or combination of the following: Polyisocyanurate,perlite, glass fiber or wood fiber,any
thickness.
Membrane:—Three or four layers of Type GI"Flintglas" ply sheet. ••••
•
Surfacing:—Gravel or slag. 000000
• • •••• ••••••
Incline: 1 •� � • •�• �
8. Deck:C-15/32 • ' ' '
Vapor Retarder(Optional):—Type G2 or"Glasbase" or UL Classified vapor retarder. •••:•• • • •
Insulation(Optional):—One or more layers or combination of the following: Polyisocyanurate,perlite,qfts$fiber or%%qpd fLber. •
Base Sheet:—One layer Type G2 or"Glasbase Base Sheet". • • ' ' '
Ply Sheets:—Two layers Type GI"Flintglas Ply Sheet". • •
Ca Sheet:—One layer Type G3"Flintglas MS Cap.". "'••• •••• •••••
Cap Y YP 9 • • •
•
9. Deck:NC Incline: 1/2 •••••• • •
• • • •
Insulation(Optional):--One or more layers or combination of the following: Johns Manville"ENRGY 3� polyisocyanu&%,ps0te, • ��••
glass fiber or wood fiber,any thickness. • • • •
Base Sheet:—Two layers Type G2 or"Glasbase Base Sheet" or two layers Type G1"Flintglas Ply Sheet,•• : •••• • •
Surfacing:—Type G3"Flintglas MS Cap". ••
10. Deck:C-15/16* Incline: 1/2
i
*All joints blocked.
Insulation(Optional):—One or more layers polylsocyanurate, 2-in. minimum,wood fiber, 1-in. minimum, perlite,3/4-in.
minimum, glass fiber, 15/16-1n. minimum.
Base Sheet:—Two layers Type G2 or"Glasbase Base Sheet"or two layers Type G1"Flintglas Ply Sheet".
Surfacing:—Type G3"Flintglas MS Cap".
11. Deck:C-15/32 Incline: 3
Insulation(Optional):—Any thickness,one or more layers or combinations(optional of"Hy-Therm AP", "Hy-Therm TAPERED","Hy-
Therm COMPOSITE", "Celo-Therm""HY-Tec(Energy-LOk)","TRI-Star",wood fiber or glass fiber, mechanically fastened or hot mopped.
Base Sheet:—Type 15 asphalt organic felt, or"Glasbase Base Sheet",nailed or hot mopped.
Ply Sheets:—Min three plies Type 15 perforated asphalt organic felt,"Flintglas Premium Ply Sheet Type 6","Flintglas Ply Sheet Type
4",hot mopped.
Surfacing:'—Gravel or slag.
12. Deck:NC Incline: 2
Insulation(Optional):—Any thickness,one or more layers or combinations(optional)of"Hy-Therm AP", "Hy-Therm TAPERED",
"Hy-Therm COMPOSITE","Celo-Therm","HY-Tec(Energy-LOK)",wood fiber or glass fiber, mechanically fastened or hot mopped.
Base Sheet:—Type G2 or"Glasbase Base Sheet",Type G1"Flintglas Premium Ply Sheet Type 6"or"Flintglas Ply Sheet Type 4".
Ply Sheet:—Minimum one ply Type GI,"Flintglas Premium Ply Sheet Type 6" or"Flintglas Ply Sheet Type 4",hot mopped.
Surfacing:—Type G3 cap sheet,"Flintglas MS Cap",hot mopped.
13. Deleted.
14. Deck: NC Incline: 1
Insulation:—Polyisocyanurate, polyisocyanurate/perlite,phenolic or urethane, any thickness,hot mopped or mechanically fastened to
place.
httpl/database.ul.com/Cgi-bin/XYVAemplateJLISEX r/1 FRAMEtshmipage.html?name=TGFU.Rll656&ccnshortHUe=Roofing+Systems&objld=10743519818�cfg... 3/22
• Florida Building Code 5th Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form
$ ctlon ® (112m Sloped,Roof ftsLern
Roof-System Manufacturer:_
Notice of Acceptance Number: N (-o 03 19 • ®�
Minimum Design Wind Pressures,if Applicable(From RAS 127 or Calculations):
P1: P2: ) .,.. P3: —
Maximum Design Pressure
From the NOA Specific S Stam : II + I
Method of the attachment I l� � 1 LOO
foes
000000 0 :00
S#eep Slotted Roof System Description;:::• :.. .�
. .
0.000. :000 000 .
.. .. .... ... ..
*a Pee
YYY �w b
ype Underlayment• •• ••
Roof Slope:
nsulatibn:
:12
Aire Bomar:
Ridge Ventilation?
astener Type iii Spacing:
dhesive Type
ype Cap heat:
oof Covering: �AM�-�
Mean Roof Height:
Type&Size Opip
Edge: 4e
Florida Building Code 5th Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Farm
Section E jTlle Calculatlonssl
For Moment based the systems,choose either Method i or 2.Compared the values
for Mrwlth the value's from Mf*.if the Mt values are greater than or equal to the Mr
values,for each area of the roof,thea the 610 attachment method is acceptable.
Method1"Moment Based Tile Calculations Per RAS 127"
2, , C� —Mgt Mrx q i�� NOA All
—,Mg: A NOA lyk
NOA A*
Method 2"Simpllfled Tile Calculation Per Table Below"
Required Moment of Resistance QQ From Table Below 321-2 NOA 1►t
Mr Required Moment Resistance*
Rco 81ope Roof 8 ght 15' :t0' q29A
30' 44`.
2 363 • •
3.12 A6:12- 28A 303 311
2!376 211, •� ,�• �•• •�
12 24 .9 • • ... •
000.00 0000 •.• .
*Must be used in coni unetton with a list of moment based tate systems endoreed•by the •• . 0001:0
•
Braward County Board of Rules and Appeals. :00:0:
•
For Uplift.based We systems use Method 3.Compared the values for F'with fhe �••••• •
0000.
values for Fr.N the F'values are greater than or equal to the Fr values,forAci •••• � •
area-of the roof,then the the attachment method is acceptable. ••
Method 3"Uplift Based Tile Calculations Per RAS 127"
(PIs x l: a x w:¢___._3--W: x cos 8:—- Fj: NOA Fr
wt a _ J—W: x cos 6: Frz`e, NOA F'
(Ps= xis _ x w:=_)—w: x cas 8: = Frg: NOA F'
Where to Obtain Information
Description Symbol Where to find
DQSMWsmre710203 RAS 127 Table I orbyaa en&ectft afl*. prgwcdby WGRonASCE
7
Meas RoefHel t H Job Site
Roof g ob Site
A
NOA
R anent due tOCiOft ML NOA
AftachmedReAftm Mr OA
?Aft=MomratResiftt Mr Calailated
dmum F' 907A
R 11 F. Cal
Aveaa emle c NOA
Tile DIMMAOM 1= IZ
w=wldtitmm
ckul
Allaoumustbo m to the Butt atdw time of Mina
1%Wd 1I-DARE COUNTY
MIAMI, PRODUCT CONTROL SECTION
0 . 11805 SW 26 Street,Room 208
DEPART>IENT Or,REGULATORY AND ECONODIIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldade.aov/econoEiiy
Eagle Roofing Products LLC
1575 East C.R.470
Sumterville,FL 33585
SCOPE:
This NOA is being issued under the applicable miles and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modiJyrgr
suspend the use of such product or material within their jurisdiction. RER reserves the right tp revQke this%GQqAthnce, ...Y .
if it is determined by Miami-Dade County Product Control Section that this product or materihL01s.'to meet the..
requirements of the applicable building code. •••••• •• see***
This product is approved as described herein,and has been designed to comply with the Florida lr3Wding Code* •�;
including the High Velocity Hurricane Zone of the Florida Building Code. 009800 •• • '
DESCRIPTION.Capistrano Concrete Tileas so
.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,cW,,Iffile and folldwing
. . . ......
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 xio®lange '
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 Miatrri--Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.15-0223.20 and consists of pages 1 through 7.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.:16-0314.08
MIAMI-DADE COUNTY= ENpiration Date: 10/05/21
Approval Date: 06/16/16
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
CatesRoofing
Sub Category: Roofing Tiles
Material: Concrete
1.SCOPE:
This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing
Products LLC in SuintervIlle,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 Test Product
Applicant Dimensions Specifications Description
Capistrano Concrete Tile Lenght= 17" TAS 112 High profile concrete roof tile. For direc$4eak or
Width=12'/4" Type 1 a battened nail-on applications.••• •-•• ••••••
Thickness=%x" Class HI ••
0000.• •. • .00.00
Trim Pieces Lenght=varies TAS 112 Accessory trim,clay roof Zipg%for use at lips, •
Width=varies rakes,ridges and valley tenVi��ions. •""•
varying thickness Manufactured for each tile•RaO. •.• ••,•.
•....•
. •
••�• 0000•
•
00 of 0000 0000.•
•
••••r, • •
• • • • 0,000:
0000••
• • .
4000
• •
w •
06
NOA No.:16-0314.08
Expiration Date: 10/05/21
MIAMMADH COUNTYM Approval Date: 06/16/16
Page 2 of 7
f
2.1 EVIDENCE SUBI'IITTED:
Test A e� Test Identifier Test Name/Report Date
PRI Asphalt Technologies ERPF-001-02-02 TAS-112 Aug.2006
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102& 102(A)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-On)
Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994
TAS 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993
vs.smooth shank nails
The Center for Applied 94-083 Static Uplift Testing April 1994
Engineering,Inc. TAS 101(Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
The Center for Applied 25-7094-(3,6& 9) Static Uplift Testing w Oct. I• see*:*
•
Engineering,Inc. TAS 102 •• • ••• •
The Center for Applied 25-7120-(1 &2) Static Uplift Testing •••;••Nov.1994 ••••'•
Engineering,Inc. TAS 102 """ '
wwww w• • • •
The Center for Applied 25-7183-(3&4) Static Uplift Testing •....'Feb. j99�.' **:owe
Engineering,Inc. TAS 102 w w&w w e V•• *000*
The Center for Applied 25-7214-(3,4,&7) Static Uplift Testing •:*O:March,'f 995 '"'0 •
:
Engineering,Inc. TAS 102 •
• • s • •wwww•
The Center for Applied 25-7804-4 Static Uplift Testing j •••Sep• •••
Engineering,Inc. TAS 102 •• ••• '
Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998'*
Testing Services TAS 101
Celotex Corporation 520191-2-1 Static Uplift Testing March 1999
Testing Services TAS 101
Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006
ATL of South Florida RT 1211.02-15 TAS-112 12/17/15
NOA No.:16-0314.08
Expiration Date:10/05/21
MIAMFM couNrr Approval Date: 06/16/16
Page 3 of 7
Y
1
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 set-vices of a Miami-Dade County Certified Laboratory to performs quarterly test
in accordance with TAS 112,appendix W.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.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. sees
4.2 Data For Attachment Calculations •
• • 0000 0000••
•• 0 e •s• •
•
Table 1: Average Weight(W)and Dimensions(I x w) 669:60
•• ••••••
0000..
.0000.
Tile Profile Weight-W(lbf) Length-1(ft) ••••JlVidthll6�ft1 •
see* • es 00000
Capistrano Concrete Tile 10 1.417 1.04:@G* ""'
.. .. 0000 sees:*
Table 2: Aerodynamic Multipliers-A ft3 ••
0000..
Tile A(ft3) A ift3) ••••• .
Profile Batten Application DlreLN2ek fppllS&on ;••••
Capistrano Concrete Tile 0.300 0.277 •
Table 3: Restoring Moments due to Gravity-M ft-Ib
Tile 3":12" 4":12" 5":12" 6":12" Greater than
Profile 7":12"
Capistrano Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Concrete Tile Deck Deck Deck Deck Deck
6.68 6.99 6.57 6.88 6.44 1 6.73 6.28 1 6.56 6.10 1 6.38
NOA No.:16-0314.08
MIAM6DADECOUNTY Expiration Date:10/05/21
Approval Date: 06/16/16
Page 4 of 7
t
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15132"plywood) (min.19132"plywood)
Capistrano 2-10d Ring Shank Nails 28.6 41.2 19.4
Concrete Tile 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
2 418 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 36.6
Shank Nails Field Clip)
2-10d Smooth or Screw 38.1 38.1 41.8
Shank Nails Eave Clip)
. . 9999 9999..
2-10d Ring Shank Nails' 33.1 48.1
1. Installation with a 4"file headla and fasteners are located a min.of 2'/"from head of tile.•9.6 9 6
9999..
9999..
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-i •
9 .. 9
for Two Patty Adhesive Set Systems
Tile Tile Application MiYt"Attacjognt
Profile ..JWWstance .
Capistrano Concrete Tile Adhesive 29.32 . 9999:.
.9096.
1 See manufactures component approval for installation requirements. .. ...
9999..
2 The Dow Chemical Company TlleBond Average weight per patty 10.7 grams.
ICP Adhesives Polyset AH-160.Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mr(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Capistrano Concrete Tile ICP Adhesives Poiyset®AH-160 66.53
ICP Adhesives PolysetO AH-160 38.74
3 Large paddy placement of 63grams of Polyset&AH-160.
4 Medium paddy placement of 24grams of Polyset®AH-160.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-ibf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Capistrano Concrete Tile Mortar Sets 24.5
5 Tile-Tito Roof Tile Mortar.
NOA No.:16-0314.08
MIAMMADEC-09NTYW Expiration Date: 10105/21
Approval Date: 06/16116
Page 5 of 7
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".
L7EI,
EA GL 0
�9
FL0[IDA
(LOCATED ON UNDERSIDE OF TILE)
••••
• • 00.00• 00.00•0
•. • • 0000• •
OR ' '
....
...... .. . ..
....•.
• . .
.... • .. •0.0•
EAGLE FL : : ••::"
• •
•••• •
. . .
(LOCATED ON FRONTSIDE OT TILE) . ......
.. .
0000
00
CAPIsTRANO CONC FTE ROOF TILE LABEL,SUNiTERVILLE 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.
NOA No.:16-0314.08
MAMI•DAUECOUNTY Expiration Date: 10/05/21
FAVV.O , Approval Date: 06/16116
Page 6 of 7
PROFILE DRAWING
NAIL
ROLE
o.
'7,fin .+.y. .S
BR'S- ��'y. ''�S"S° m •
a $yam ?row • *•A•• •••1••
• • • •
i •
17 as
'y,0. •••••• •
• � • •
••••••
d.L til. d� � • • ^ •• • • •
'sa • • • •
'sem ��. a •i'•• • ••• •••••
N, l �$}���7t/'';{ • •
by ar �ri •
e"' y • • • • 0000
•••••
• • • • •
00
CAPISTRANO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.:16-0314.08
MIAMhDADECOUNTY Expiration Date: 10/05/21
�Fj...,xjlu� Approval Date: 06/16/16
Page 7 of 7
MIAMI, .y,
t1IIAD9I-DADE COUNTS
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULA'T'ORY AFFAIRS(PERA) 11805 SW 26 Street,Rown 208
BOARD AND CODE ADIMISTRATION DIVISION Mianti,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) iiv.miamidade.eoy/I,)cra
Owens Corning
One Owens CorningParkway
Toledo,OR 43659
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tile
documentation submitted has been reviewed and accepted by Mianii-Dade County PERA-Product Control Section to
be used in Miami Dade County and other areas inhere 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 Count),)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to rgvoke d1i;...• ......
acceptance, if it is determined by Miami-Dade County Product Control Section that this prodNA&blaterial,fv*L%to .'
meet the requirements of the applicable building code. •••••• •• ••••••
This product is approved as described herein,and has been designed to comply with the Floridt9130ding Code ;....:
including the High Velocity Hurricane Zone of the Florida Building Code. ."
0000 . .. 0000.
DESCRIPTION: Weatherlock*Specialty Tile& Metal Underlaymen# •
.. .. 0000. 0000..
.
0.000. . .
LABELING: Each unit shall bear a permanent label with the Tnanufacturer's name or logo,dity,•state and following ....:.
0000..
statement: "Miami-Dade County Product Control Approved",unless othemrise noted herein.: .• ••••
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Lunge
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 sliall 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 renews NOAH!09-0908.06 and consists of pages I through 3.
Tile submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0309.03
MIAMIDADECOUNTY Expiration Date: 07/31/17
Approval Date: 07/05/12
Page I of 3
Y
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: SBS
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
Weatherlock® 36"x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material with a
Specialty Tile& 36"x 66.7'rolls white or green glass re-enforced polyester
Metal Underlayment surfacing fabric; for use as an underlayment in
sloped roof assemblies.
MANUFACTURIGN LOCATION:
1. Brenwood,NH
..•b
EVIDENCE SUBMITTED: ':060 0 00•' .•..••
Test Agency Test Identifier Test Naurc/Report aste
...... . . ......
Underwriters Laboratories, Inc. R .0 /14610 Follow up Service ...:.. 28/02 .
TRT-Arcon,Inc. 02-012 TAS 103 .• •. :`927M/02 •
0000 • .. ..•.e
PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 •• •• 04LI/02 ••:•••
PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114 (H) 0. 00 •0 89/30/02 so**:*
PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G =:': 08/08/07
Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 1055 :.415b1/08 000000
NEI-076-02-01 TAS 103/A STM D4798:..••; 921t4/1 I ••••
APPROVED ASSEMBLIES:
Deck Type 1: Wood,non-insulated,new constniction
Deck Description: 15/32"or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck,membrane adhered.
Base Sheet: One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minvnurn 4"side lap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the laps and
two staggered rows 12"o.c. the field of the roll.
Membrane: One or more plies of Weatherlock`g'Specialty Tile&Metal Underlayment with a minimum 4"
side tap and 6"end lap. Place the first course of membrane parallel to the cave,rolling the
membrane to obtain maximum contact. Remove the release membrane as the membrane is
applied. Vertical strapping of the roof with Weatherlock®Specialty Tile&Metal Underlayment
is acceptable.
Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood
Shake&Shingles,and Asphaltic Shingle assemblies.
NOA No.: 12-0309.03
MIAM�•DAOEc WNTY Expiration Date: 07/31/17
Approval Date: 07/05/12
Page 2 of 3
LINIITATIQNS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Mininnun deck requirements shall be hi compliance with
applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict
compliance with applicable Building Code.
3. Weatherlock Specialty Tile &Metal underlayment shall be applied to a smooth, clean and dry surface with deck
free of irregularities.
4. Weatherlock° Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a
recover,but may be applied over roofing Base/Anchor sheet underlayment.
5, Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than
90 days of application.
6. The standard maximum roof pitch for Weatherlock'Specialty Tile&Metal underlayment shall be 6:12 when tiles
are loaded directly to the Weatherlock' Specialty Tile & Metal underlayment; loading boards or battens are
required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. 00*0
S. Tiles shall be stored on battens on roof pitches greater than 6:t 2".
• • •••••• ••••••
9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approved!'Foof coved ijoVotice of 0.
Acceptance listing Weatherlock Specialty Tile& Metal underlayment as a compouuencN t.if an asseulubty in trie •
Notice of Acceptance. If Weatherlocko Specialty Tile&Metal underlayment is not listq.(L"requesluia3„be made•••;
to the Authority Having Jurisdiction (ABJ) or the Miami-Dade County Product ContrUPAplartme4t foc:lfpproval...
provided that appropriate documentation is provided to detail compatibility of the prodsoisi r hid uplikvegistancep:•••
and fire testing results. 00000 •••• ••••;•
10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose McQking panelj. SwerA..;.
the deck thoroughly to remove any dust and debris prior to application. 0000* .
11. When applying the membrane in the valley,start at the low point and work to the high pouit,rolling tfit vis'nibrane •
from the center ouhvard in both directions. For ridge applications, center the membrane and roll from t1ue center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock Specialty
Tile&Metal underlayment shall be applied over the underlayment.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product
Control Seal as shown below.
MIAMMADE CQUN
VQMFJ22;U4111
END OF THIS ACCEPTANCE
MIAMt•DADECOU�IIY NOA No.: 12-0309.03
� Expiration Date; 07/31/17
NEE= EMEW Approval Date: 07/05112
Page 3 of 3
i
MIAMI-DADS COUNTY
M1AM1' PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTl11ENT 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) wimmiamidade.eoy/economy
ICP Adhesives and Sealants,Inc.
12505 NW 44'x'Street !
Coral Springs,FL.33065 !
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(hi Miami Dade County)and/or the AM(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes.If this product or material fails to perform in the accepted naeflmer,the
manufacturer will incur the expense of such testing and the AHJ may inuuediately revoke,modify-gr suspend-itke use •....0
of such product or material within their jurisdiction. RER reserves the right to revoke this aecepta>Lce,;f:t is •
determined by Miami-Dade County Product Control Section that this product or material rails td blM the rec"rements ••••••
of the applicable building code. •0 0 0 0 '•• '• ....
This product is approved as described herein, and has been designed to comply with tiler Ng4da Build tug.Code •••••
including the High Velocity Hurricane Zone of the Florida Building Code. 000. see*
000000 0000 0000..
......
DESCRIPTION:ICP Adhesives Polyse&AH-160 •
0000.. . 1
a
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,oiW,, nate and.foll%ving :0000:
statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of t1lis 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 i
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 j
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
t
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.:17-0322.03
MIAMI•DADECOUNTY Expiration Date: 05/10/22
12112Approval Date:04127/17
Page 1 of 11 {
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ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof the 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.
I
PRODUCTS MANur-ACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A TAS 101 Two component polyqethppne foantViNosive ••••••
Polyset'8AH-160 •
ICP Adhesives Foam N/A Dispensing Equipment •••••• •• ......
Dispenser RTF1000 ""•• •
ICP Adhesives ProPack® NIA Dispensing Equipment • •••• •• ••••.
••:••:
30& 100 •• •• •••• ••••••
PRODUCTS MANUFACTURED BY OTHERS: •
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NO%-,0(Ji list itlech.%pt ••••
resistance values with the use of ICP Adhesives Polyset'a'AH-160 roof tile adhesive. •.;
i
MANUFACTURING LOCATION: L
1. Tomball,TX.
PHYSICAL PROPERTIES:
Property Test Results
Density ASTM D 1622 1.61bs./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./Ft'
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.
NOA No.:17-0322.03 j
M AMI-DADEcouNTY Expiration Date: 05/10/22
Approval Date:04/27/17
Page 2 of 1 I
EVIDENCE SUBMITTED:
Test Ageney 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 I
25-7438-4
25-7438-7 SSTD 11-93 11/02/95 i
25-7492 SSTD 11-93 12/12/95
F
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ranntech 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[1] ASTM E 84 01/161954
. . 9000 640669
Trinity Engineering 7050.02.96-1 TAS 114 ••• 03/14091•• I
P36700.04.12 ASTM D 1623 •• 04/18f1.2 •••• •
P39740.02.12 TAS 101 02/21/12 6 9 6 4
TAS 123 ��•�. .�•. •••�4 I
9999.. . 99:99'
Celotex Corp .
.Testing Services 528454-2-1 TAS 101 4 •• 10/23/4$ 6••
528454-9-1 44•,•• • ••
528454-10-1 •
. . . . 9999..
520109-1 TAS 101 6 12/V98•• 6
520109-2 •• ...
449499
520109-3 ••0
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
i
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyseta 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 the 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.
i
NOA No.: 17-0322.03
MIAMt•DPROVED couNTY Expiration Date: 05/10/22
Approval Date:04/27/17
Page 3 of 11
i
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INSTALLATION:
1. ICP Adhesives Polysef'$ 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 Polysets'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 Polysef€'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 i
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,hrc.ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained4xitween
1.0-1.15(A): 1.0(B). 0000 0 0 0 0.0
6. ICP Adhesives Polyset'AH-160 shall be applied with ICP Adhesives Foam Dispenser RTfjPPQ or IOPe 0 •••
Adhesives ProPack"30&100 dispensing equipment only. 0 0 0;0 0 •
7. ICP Adhesives Polyset' AH-160 shall not be exposed permanently to sunlight. •••• •• ••0 0
8. Tiles must be adhered in fresh/ applied adhesive.Tile must be set within 1 to 2 minutes 0 0 0• P Adhesives 0 •
� Y pp 2��1;It's �... ..... �
Polysef' AH-160 has been dispensed. 0000000 0..
9. ICP Adhesives Polys&AH-160 placement and minimum patty weight shall be in accor4zPft'%rith the •
Tlacement Details'herein. Each generic tile profile requires the specific placement noted liereitl. ;••�;0 ••••••
i
P
f
k
NOA No.:17-0322.03
MU MMADECOUNTY Expiration Date: 05/10/22
� Approval Date:04/27/17
Page 4 of 11
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Table 1:Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact Mhflhnum Paddy Gram
Area Weight
Eave Course-Flat,Lore,High All Eave Course 17-23 sq.inches 45-65
Profiles
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
I
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 grams per bead
edge)20-25 sq.inches each
bead • •
0000 0000.. 9
Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches "51 ams untier pAn09 000-
•••• •
0000 ..
•0000.
0000 . 90 0000.
LABELING: 00000. 0000 00000'
All approved products listed herein shall be labeled and shall bear the imprint or identifiable mnidgof the ••• ••••••
manufacturer's name or logo and following statement: "Miami-Dade County Product Control+NdVe?"or the Miami- ••
Dade County Product Control Seal as shown below. :000% 000000. 90000.
MMMIDMECOUNW •• • 000 0 0 0
• 0
•9
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
f
i
E
i
NOA No.: 17-0322.03
MIAM6DADECouNTV Expiration Date: 05/10/22
mix SIM
Approval Date:04/27/17
Page 5 of 11
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ADHESIVE PLACEMENT DETAIL# 1
FhlltluoL®h plasticceraent Pamytimaeath1w) Flat/Low Profile Tile
{tiS'KSitoQuitetllh a.• -''••,, :=-
r'' hi
U?Avrt yM4nt ,,54 "'�- `` �� 1. Starting at the eave course,apply a minimum 2"
I (50.8 min)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
,q,. �-,''` ;•. of the tile being set.
Ilatternupttonal
eaveeoone -' 2. Continue in same manner.Insure approximately 17
Ilkt; (109.7 cm2)—23(148.4 cm2)square inch adhesive
contact with the underside of the tile.
Fascia
..�4.••,, X_ fir: +{•
.,,yt,� fry•,s••_ f�s
----------------
Medium Profile/ Double Pais Tile "....' •
Heil throughpl.akcetnent •• • •
Itvhenrctiuhe�
__ P+ddy 1(;►neathrilrl 1• Starting at the eave coursel Q19 lepa minim]ll k •e•.i•
All ,.�= i I (50.8 nun)x 10"(254 mntj x F&125.4 mm)foam •
paddy onto the underlaynVfi?P84tione¢ej shgwn •
under the pan portion of the tite'closest to the •••+•
ovcrlock of tile tile being gct:": ;"• •••••
. t01A.i••.., (}� '11� 'sus '-/��* • �
d 2. Continue in samc mannerMserraapproximately 17
®attetu optional i� �`..'', `` ,�'.• ��.y,m • • • ••••••
(109.7 cm2)—23(148.4 cjl2)s$uare incl:edgesive
`�- o ' e nP •-'' contact with the underside th tile. ••••••
Closure
Uwe CourseFascia
's
Nall lhroughplwsllctq�poivY.-.y _paddyl8vnsaehTlldl High Profile/Single Pan Tile
(when requhed) f
Starting at the eave course,apply a minimum 2" j
1'=,;v f••.,.,��.,, (50.8 nun)x 10"(254 nun)x 1"(25.4 mann foam
,•. ,,. , __• .., -�• r '•...,� paddy onto the underlayment positioned as shown
r wh>r' `�:;,t••- a ' under the pan portion of the tile closest to the
-..,� ._ :;,;,� ��`�••.,, Overlock of the file being set.
2. Continue in same manner.Insure approximately 17
Battens
optionalr ' '`:' o ; , �` (109.7 cm2)—23(148.4 cm2)square inch adhesive
Fr >= contact with the underside of the tile.
s`� Eave roursc E_.•�:>��•-.•-• '`�,'� ��_/"'pascta
►.f• i
_ Weephole
Eati+e closure
Iain'"-.-..'� •A�]in.=,-`~'�ss'-`=� ''��Urlpedpa
NOA No.:17-0322.03
MIAMI•nauecouNT1 Expiration Date: 05/10122
► Approval Date:04/27/17
Page 6 of 11
i
ADHESIVE PLACEMENT DETAIL#2
Istetilhreuyhpia{titwMil"t Fda�Ylaen••u,ra.t Flat/Low Profile Tile
twh attcvraIndiy
Starting at the eave course,apply a minimum 2"(50.8
ured moss �•� : '-•,
mm)x 10"(254 rani)x 1"(25.4 pini)foam paddy
onto the widerlayment positioned as shown wider the
strengthening rib of the tile closest to the overlock of
�:In, •:���,, ,�,�.- .., the file being set.Insure approximately 17(109.7 cm-)
23(148.4 cin)square inch adhesive contact with the
underside of the tile.
Fawcoutwe
2. At the second course,apply a minimum 2"(50.8nnn)
> .. 101" -.`` "` -: ',7<Fasda x 7"(177.8 mn1)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the file
two odofnio__ `'� `err.' s'
being set.
3. Continue in same Manner.Inure approxidi;W0y t0" •••••
(64.5 cm2)-12(77.4 cin')square i&li adhesivre•
contact Avith the underside of the tile. •••• ....:.
tVailthro�ghpiatticcement Medium Profile/Double Pan Tine•• • •• •• •••
00:00:• • •••• •••••
(whenrequiredl •
Paddy Ieoneath lite) 1. Starting at the cave course,aj)311 rd minimiiM 2"(50.8 �•••�•
na..ldymr.,,�.r✓ v .s =``" nun)x 10"(254 nun)x 1nu;)foam palddy •.
". "`-" M
to the underla ent positioned as slio,.; iirtl 6-the ••••'•
pan portion of the tile closest Yg di,roverlock,of the ••••
the being set.Insure approximately 17(109.7Cnj2)—
in. c
�`s,•.r•2tn_ f.�:�� >,, -;'�:,� 23(148.4 cm2)square inch adhesive contact with the
underside of the tile.
—Ile 2.8 2. At the second course,apply a minimum 2"(50.8nnn)
x 7" 177.8 mni x 1" 25.4 imn foam paddy onto the
"�.." �,,,�,.,�• F,,,•cl•,..o underlayMent positioned as shown under the pan
Rog Ctaws portion of the tile closest to the overlock of the tile
{ being set.
I
3. Continue in sante manner.Insure approximately 12"
(77.4 cm2)- 14(90.3 cm)square hich adhesive
contact with the underside of(lie tile.
(Instructions continued on neat page)
NOA No.: 17-0322.03
MIAMWADEcouNTY Expiration Date: 05/10/22
' Approval Date:04/27/17
Page 7 of 11
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ADHESIVE PLACEMENT DETAIL#2(CONTINUED)
NaIItArOuyhprasdccg �' Faddprpvn«i11]Tito) High Profile/Single Pau Tile
twteniequlrod)
1. Starting at the cave course,apply a minimum 2 (50.8
mm)x 10"(254 nun)x 1"(25.4 mm)foam paddy
onto the undcrlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set.Insure approximately 17(109.7 cm)—
�-1
7`" i„ �:'-. . f ,, 23(148.4 cm2)square inch adhesive contact with the
,,,
11atensaptlenal h`'y] Q,o< underside of the tile. j
01
2. At the second course,apply a minimum 2"(50.8nun)
�
Env e Covet—"` ,r feseia x 7 (177.8 nun)x 1 (25.4 nun)foam Daddy onto the
underlayment positioned as shown under the pan
�, �,�' - `.'''� o�rEea er4s�. portion of the tile closest to the overlock of the tile
lu"'
� . P 9 being set.
0000 E
0000 .sees.
3. Continue in same manner.Impteagproximgte1%j7" ••
(109.7 cm2)- 19(122.6 cmZ rgle.inch 4W%i* .•..;.
contact with the underside of tJwZ1W.
0000..
0000 ..
0000 .. 0000. i
0000..
sage..
0000..
0 . e Osseo.
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NOA No.: 17-0322.03
MAbIMADECOUNW Expiration Date: 05/10/22
1
Approval Date:04127/17
Page 8 of 11
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ADHESIVE PLACEMENT DETAIL#3
Nall through plastic cement PaddyMetweenti)es)
(whenrequtradl 1. On the cave course only,apply a minimum 2"(50.8
sattensoptional ° min)X 10"(254 nun)x 1"(25.4 nun)foam paddy
I . Piddylunderdle) onto the underlayment positioned as shown,under
y
single paddy the strengthening rib for flat tile or under the pan
V oatopottde
portion of the the for low or high profile tile closest
to the overlock of the tile being set.Leave I
4x41n.S approximately 4"(101.6 imn)up from the eave
in to �dy °A ., edge free of foam to prevent the expanded adhesive
on mt dayrn 2:ain. from blocking the weep holes. Insure
t ' approximately 17-23 inZ(109.7-148.4 civ2)of
toyadhesive contact with the underside of the tile
:- ,�`�. Fascia
- --EaYeClosute
2. Apply a 4"(101.6 nlln)x 4e(101.6 mtnn)x 1 (25.4
)ntn)foam paddy onto the underlayment just below i
Flat/Low ProflleTlle the second course line positioned foairio tly.
under the strengthening 61)for%at tile,&ANder the"
Nail throughplasticcement Single paddyundertUe pan portion of the tile,closest to the utt[leerlIN for '(when required) .
PaddytbetweenWas) the second course file to bt:�netalled. Insu�e •
approximately 8-9 in'(5 cm2 cma)gJadtesive :e99%
Battens PA lundertilei contact with the undersidep[4>etile. •
.. **:see
. .
I00000. 0000 0000.
s�o •• •• 0000 00.00.
• onfo�t�til�e �'`-- (Insb•uctions conlbu(ed on Tref"Pa.9 ►)
P - • • • • 0000••
2x4
un eriayment •• •
000 • •
0 0
•o
fern •' lin.
•Eau Closure
Eave Course Fascia
Medium ProflleTile
P
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s
NOA No.:17-0322.03
P11AMMADECOUNT1f Expiration Date: 05/10/22
Approval Date:04/27/17
Page 9 of 11
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4 •
ADHESIVE PLACEMENT DETAIL#3(CONTINUED)
Nalithrougplasticce SRI epaddyundert(le
(when requGedl 3. Also apply a 2"(50.8 nun)x 4"(101.6 nun)x 3/4"
Paddy(betweentlles) (19 nun)paddy on top of the cave course tile
Battens _ surface as shown,on top of the strengthening rib
optional _ Paddy(undert(lel
for flat file or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
i
single <i
onu Install second course of tile.hisure approximately
ymen 4:
9(58.1 cm)- 11(71 cm2)square inch adhesive f
741n. •��ti4 ti+ contact with the underside of the tile at the overlap
s6�te
p��ty 274 '=�" and 7(45.2 cm2)-9(58.1 cm2)square inch
topoieolne .��'�. — adhesive contact with the underside of the the at
-', the head of the tile.Continue in same manner.
Eave Course— �``�
} Fasda
_ Weephole
tOln. tin. EaYedosure
Odp edge 0040
• • •000 .0000•
00
High ProflleTlle •.•• 0 • ••••• ••
. I00.. .. . 0000••
0000•• • • •
0000••
• • 0 • •
00.0 06.46 1
• •
0000••
.:'000 0000•
•• •• 0000 •000.0
•
••000• •
• • • • •0000•
•00.0•
• • • • •
• • • •000••
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NOA No.: 17-0322.03
MIAMe nAOE couNTv Expiration Date: 05/10/22
r Approval Date:04/27/17
Page 10 of 11
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A . s
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
I. Starting at the eave course,apply a minimum 2" JJ
t)Place aenough hthepa Mile. hlova65to70sq.in. Steappiquiredllcatlons 50,8 ntin x 10" 254 min x 1"(25.4 mm)foam j
In contact with the pan tile. when required) ( ) ( ) ( ) ,
2)Tum covers upside down.Place adhesive In paddy onto the underlayment positioned as I
to t In.from outside edge ofcovertile. shown under two adjacent pan tiles.Support eave
Then Install the tile.Ensure 20 to
25sq.bucontactarea. .° tiles from rocking until adhesive has a chance to
Underlayment
cure.
2. Continue in same manner bringing two pan
.:'• ,
courses up toward the ridge.Insure
• - �% ='" ` , approximately 65(419.4 C1)12)—70(451.6 cm)
square inch adhesive contact with the underside
-'
Sheathing of the pan tile. ••••
Eaveclosus t-' • • t
(motarshown) 3. Turn covers upside down exl!Qsing the fidderside '00000
Weephole Fascia Board of the tile.Apply a minimum r'(25.41141)Sc 10" '•
•,••• • • • •+••••
(254 mm)bead of adhe�ov"Wirectly on Elie inner •
Remove top pardon oi the eave course cover dle.Abuttosecond course of edge of each side of the Sgve�tile.Leave ••••••
pantiles.Ensure eave end ofpan and cover tiles are flush ateave line. „ ' ., •• • • •
approximately 3/4 (19�•te 1 (2f.4 Vp) ••s•• !
Two Piece Barrel-High Profile Tile from the outside edge gfJbe.14c,imvar4.4%e of ••:•••
foam to allow for cxpansidrj. *0:0 ••••••
4. Turn cover file over after foalri is ap t.lied and *so*:*
••... j
place onto pan tile course.l myre a n9immum of ••••
20(129 cm2)-25(161.3•em2)gsquarehick : • •
contact area on each side of the cover the to the
pan file.Continue in same manner.Trim away
any cured exposed foam adhesive.Pointing of
longitudinal edges of the cover tiles are
considered optional.
S. When additional nailing is required,T'(50.8
nun)x 4"(101.6 mm)nailers or the tie wire
system using galvanized,stainless steel,or
copper wire and compatible nails may be used.
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END OF THIS ACCEPTANCE
i
NOA No.: 17-0322.03 t
MUIMI•DADEcouN7Y Expiration Date: 05/10/22
Approval Date:04/27/17
Page 11 of 11
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o -: edera Phone 954-784-2941
800-848-1919
&TESTING INC. Fax 954-784-7875
250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.Com
Dated: Monday,August 28, 2017 Order Number 17-PBR-295
Paul Bange Roofing
7000 SW 21 st Place tt
Davie, Florida 33317
RE: TAS-106 Tile Uplift Test
Proposed Roof: Benson Residence j r7
Permit#: RF-5-17-1398
361 NE 102nd Street
Miami Shores, FL 33138
In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in
compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone
on August 26, 2017 at the above referenced project. The purpose of our inspection was to determine the uplift
capacity of the roof tiles for the residence at the above referenced project.
The subject roof consisted of S-Shaped Concrete Tile Foam Set. The pitch of the subject roof is 4/12. Our field
engineer visited the site and conducted 47 uplift tests on the roof tiles.All tests were performed according to the Florida
Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The
following is a summary of results:
Field Test Results
Test Number Test Location Field Uplift Pull Test Test Results
1 - 9 Corner See Attached Diagram 35±5 Pounds Passed
10 - 29 Perimeter See Attached Diagram 35±5 Pounds Passed
30 - 39 Field See Attached Diagram 35±5 Pounds Passed
40 - 47 Hip/Ride See Attached Diagram 35±5 Pounds Passed
All test results were found to be in compliance with TAS-106 and the Florida Building Code
The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to
our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted
by the building official for approval. The test results presented reflect the condition of the roof system at the time of the
test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to
the elements. Federal Engineering&Testing, Inc. is an independent third party providing un-biased testing information
and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the
test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential
property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our
reports is reserved pending our written approval.
We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or
comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the
near future.
SiAIcerely,
Keith LeBlanc, P.E.
Federal Engineering&Testing, Inc.
Florida Reg:No.59384
Certificate of Authorization#5471
Miami-Dade County Certification#16-0203.07
G
• �
MIAW
Construction Material American Concrete Miami Dade Florida Department
Engineering Council Institute County of Transportation
V
N
" -4 J7 mai
t
.
-- _ J.-__
ya _
rQ ° y
a=0.1 (w)= 0.1( 42 ') = 4.2 '
a=0.4(h)= 0.4( 15 ') = 6.0 '
Perimeter Dimensions = 4.0 '
Figure R301.2(7)Componet&Cladding Pressure Zones
Corner Area: 144 S.F. = 9 tests
Perimeter Area: 568 S.F. = 20 tests
Field Area: 1288 S.F. = 10 tests
Ridge Caps: 155 = 8 tests *All dimensions are approximate'
Total Tests Performed: = 47
Test Location Sketch
Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941
Client: Paul Bange Roofing Project: Proposed Roof: Benson Residence
Test: TAS-106 Tile Uplift Test Project Address: 361 NE 102nd Street
(Test location sketch is not to scale) Miami Shores, FL 33138