RF-17-1222 � E
i tQ S- -1,222
� F
Miami Shores Village M TYA+ T3ft+
�a 10050 N.E.2nd Avenue NE WOIkC3t3fatlott Flat
Miami Shores,FL 33138-0000
Perm!t;5tattts:AIPIPROVEP
�xZox � Phone: (305)795-2204
t o 51 f3/2f� . Expiration: 11/14/2017
Project Address Parcel Number Applicant
148 NE 110 Street 1121360040440
JAMES ROSADO
Miami Shores, FL 33161-7046 Block: Lot:
Owner Information Address Phone Cell
"3
JAMES ROSADO 148 NE 110 Street
MIAMI SHORES FL 33161-7046 a
Contractor(s) Phone Cell Phone Valuation: $ 3,600.00
OBENOUR ROOFING SHEET METAL 1305-757-2612
Total Sq Feet: 500
Type of Work:Re Roof Available Inspections:
Additional Info: Inspection Type:
Classification:Residential Tin Cap
Scanning:3 Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $2.40 Invoice# RF-5-17-63900
DBPR Fee $3.75 05/18/2017 Check#:8691 $272.90 $0.00
DCA Fee $3.75
Education Surcharge $0.80
Permit Fee-New Roof $250.00
Scanning Fee $9.00
Technology Fee $3.20
Total: $272.90
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 AFFIDA2 I cert' tha all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and z9Fnng. Fu a authonz he above-named contractor to do the work stated.
May 18, 2017
A orized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
May 18,2017 1
�Q�PS ��Q�D v� mos `�S�-,2 G' /Z
It 193 Miami
shores Village
o
sn® �.
.. Building Department
oy� 10050 N.E.2nd Avenue
�e®
FroTES, Miami Shores, Florida 33138
Tel.: (305) 795.2204
Fax: (305) 756.8972
An
RE: Permit#J J ' Z ZZ DATE: ('111
INSPECTION AFFMAVIT
`� o• �� .�� licensed as a(n) Con acto /Engineer/Architect
(Print name and circle License Type) FS 468 Building Inspector
License#: D l �
On or about 10/l In ( A:a , I did personally inspect the roof deck nailing
(Gate 8 time)
work at l
(Complete Job Site Address)
Based upon that exarx ination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 3.844 F.S)
. ign re
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-Z 7 ON
' / yp CATHERINE A.DUFFIN
°;� "Bo Notary Public-State of Florida
Notary Public, Sate of Florida at Larg t .� Comrrdsslon4GG104296
My Comm.Expires May 14,2021
Bonded through National Notary Ass.
`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
ao,��o,��.,l711n1�n1A1F1�1l7M�
Miami Shores Village
4- 101�
Building Department ,
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ---
Tel:(305)795-2204 Fax:(305)756-8972 _
INSPECTION LINE PHONE NUMBER:(305)762-4949
�F—BC 20
BUILDING Master Permit No. 122,2-
PERMIT
22,2-
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I L/9 OF,
City: Miami Shores County: Miami Dade zip:
Folio/Parcel#: �® O Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction e: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): P e Phone#: Fca K / ��r -70
Address O S
City: e 4� State: �f Zip: 3:,JI
Tenant/Lessee Name: Phone#:
Email: dugE4,J '!_—''�D��1'J C6,L) ly'��° (A .
CONTRACTOR:Company Name: 16
Phone#: ;?Ar— Id-2 '014
Address:
City: 11Z oww State: Zip: 3
Qualifier Name: C ` u I/ Phone#:`3&f�*24 2,
State Certification or Registration#: ezc o/tr"'3 o Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: Ci State: Zip:
Value of Work for this Permit:$l OF, Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alt erat•on ❑ New epair/Replace Demolition
Description of Work: ;�?eI64 EME t' 15 O
S-0 AIS l6
Specify color of color thru tile: Wei
Submittal Fee$ Permit Fee$ a' CCF$ 2 . f0 CO/CC$
m� Radon Fee$ 3 . 1 5 DBPR$ 3?5 Nota $
Scanning Fee$ Notary
Z C m
Technology Fee$ Training/Education Fee$ G V Off] Double Fee$_
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ �
(Revised02/24/2014)
s
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 a absence of such posted notice, the
inspection will not be and a rein a will be charged.
01
Signatur ignature
Z'
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The f going instrument was ack owledged before me this
day of 20 I ,by day of 20 7 .by
who is persona known to ,who is e y known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sig
Print: Print:
Pub Siate of F1 Mowry Public S I"�A rtul
;9 Sandra Dee Hart Sandra Dee Hart
Seal: My Commission FF 010644 Seal: ,'Ii
Commission FF 010644
orpsQ� Expires �Ptf' Expires 04/21/2017
ss�aa�ax�asess�s�*�e*a�*sa�a�s��* �q�*aue►�xss $*a��+k*+k�r�+�*�x�x�sraeu*seg►six*�xs*e�+►s�x�x*s*s*aassa�a�ra**�x�a��a***�xx��**+s
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
� .� 10050 N.E.2nd Avenue
�tpRij ► Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 14/1 -7
10050 NE 2nd Ave
Miami Shores, FI 33138
f�
Re: Owner's Name:
Property Address:_ l L4 A
Roofing Permit Number:
Dilding Offial
:
certify that I am not required to retrofit the roof to wall connections of my
1-::ActAl as
buil 'ng because:
just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad
a em taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
jam yd'b
Signature Print Name
State of Florida
County of Dade
The undersigned, Ding the first duly swom, deposes and says that he/she is the o er for the above property mentioned.
Sworn to and subscribed before me this � day of
Notary Public State of Florida
Sandra Dee Hart
My Commission FF 01WA4
Notary Public, Sate of Florida at Larg cw vsor Expires 04/21!2017
• When the just valuation of the structure for purpose of ad valorem taxation 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 5/21/2009
Prope Search Application- Miami-Dade County Page 1 of 1
OFFICE F THE P OROP x
AMER
11
Summary Report
Generated On:5/4/2017
Property Information
Folio. 11-2136-004-0440
E
"
Properly Address: 148 NE 110 ST
Miami Shores,FL 33161-7046
Owner JAMES ROSADO
148 NE 110 ST
Mailing Address
`
MIAMI SHORES,FL 33161-7046
PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ h
Primary Land Use
0101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT
F
Beds/Baths/Half 3/2/0
Floors
F �
Living Units
Actual Area 2,187 Sq.Ft "
Living Area 1,953 Sq.Ft
Adjusted Area 1,939 Sq.Ft
Taxable Value Information
Lot Size 9,300 Sq.Ft
2016 2015 2014
Year Built 1940
County
Assessment Information Exemption Value $50,000 $50,000 $50,000
Year 2016 2015 2014 Taxable Value $78,012 $77,123 $76,115
Land Value $199,874 $164,822 $155,872 School Board
Building Value $137,137 $137,379 $134,062 Exemption Value $25,000 $25,000 $25,000
XF Value $1,572 $1,302 $1,314 Taxable Value $103,012 $102,123 $101,115
......................_........_ ._._... ..........................._......................._ ....................................._..........
Market Value $338,583 $303,503 $291,248 city
Exemption Value $50,000 $50,000 $50,000
Assessed Value $128,012 $127,123 $126,115
Taxable Value $78,012 $77,123 $76,115
Benefits Information Regional
Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000
Save Our Homes Assessment Taxable Value $78,012 $77,123 $76,115
Cap Reduction $210,571 $176,380 $165,133
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Previous OR Book-
Homestead Exemption $25,000 $25,000 $25,000 Sale Price Page Qualification Description
Note:Not all benefits are applicable to all Taxable Values(i.e.County, 05/01/1996 $0 17229- Sales which are disqualified as a result of
School Board,City,Regional). 0113 examination of the deed
07/01/1995 $0 16853- Sales which are disqualified as a result of
Short Legal Description 3069 examination of the deed
COLLEGE HEIGHTS PB 42-8 04/01/1987 $80,000 13253- Sales which are qualified
LOT 13 BLK 2 3721
LOT SIZE 75.000 X 124 00000-
OR 17229-0113 0596 3 11/01/1972 $36,900 00000 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version,
http://www.miamidade.gov/propertysearch/ 5/4/2017
JAMES D. OBENOUR www.obenourroofing.com JAMES D.OBENOUR,JR.
OBENOUR ROOFING, SHEET METAL & SUPPLY CO.
OFFICES: WAREHOUSE:
9822 N.E 2ND AVE#9 12050 N.E 14TH AVE. No 58295
MIAMI SHORES, FL 33138 N. MIAMI, FL 33161
(305)757-2612 9(305)757-7861 •FAX(305)758-8484
operation: Roofing Date May 15 —'20 17
Location: 148 NE 110th Street Miami Shores , FL.
To: Mr. James Rosado >++
All quotations subject to change without notice and to stock being unsold.Contracts made,anclorders-i�erand accepted
contingent upon strikes,fires,accidents,delays by carriers and other causes beyond our control, fneluditIg hurr"S!,,and tre"•
storms. .....+
• s
•• •
ADDENDUM TO CONTRACT NO 58230 goes
'.
••0940: ••r•••
• • •
Install tapered insulation on flat roof . •+0.00 •
• •
TOTAL-----$2 ,560.00 es
SID
�a
GUARANTEE NOT TRANSFERABLE
Terns of Payment 20%dOWd,70%when roofing felts are in place.5°k on completion.Finai 5^/upon uplift and Final Inspection.Any Customer's Acceptance
request by building inspectors are a direct cost to ownerd not mentioned above.
The price in this contract is based on the cost of labor,equipment and avaiilabtiity of material on me Accept u dersigned su 'ect t conditions above.
Contractor or owner shail pay the subcontractor any increase in the cost or wW equipmerd and material
between said date and the date of
installation plus overhead and profit.The maker arta endorsers of Ods order further agree that in case suit shall be brought for call an hereof, Sign
or the same has to be collected upon demand of an afform,to pay reasemabie attorney's fees for making such collection.All damage to roofing
caused by others during construction will be repaired by us and charged to you at schedule rates.owner/Tenancto protect an personal property By
inside residence/building.Roofing Contractor not rewnsfbte for any cracks in ceifmgs,wells,floors,b1e,at.caused from vibration or failing
debris during entire rooting operailon.Roofing Contractor rot responsible for repairs to plaster cegmgs,popcorn ceilings,repainting,restu=, AuthorW Agent
etc.,or replacement of any fighting fixtures,taft Tars,etc.,or other personal Items owner has failed to protect.trio carpenter work,wood work
or painting whatever Is included in this proposal mrfess mentioned above.Above price based upon removal of one roof system.Additional roof
system removal and dispal will be charged to owner as extra to contrad ti wood replacement exceeds$1500 O may be necessary for add- Approved for
itionai dumping fees in addlUm to contract price and owner agrees that arty/all wood replaced is additional cost to contract and agree to pay
all cost.Owner/tmW to cover ail mftds under exposed woad beam anlmgs from fading dust,debris,asphalt and Cleanup of any mention OBENOUR Roo SHEET METAL 8 SUP Y COM
items entering.Ovnedtenard to advice if any hidden waterlines m building orattic/ceilings it dudimg exteriorwater fines,sepOc tank etc.We
are not responsible[or repair to theca avatar imes/systems or damages that occur.O during corstruction,electric,alarm,id cables Wi-R,
satellite,AC units become disconnected and aro out of service and in need of any repairs owrierl0emmt to cover all its and displacement
cast if necessary.ldot responsible for any smell/odor that may enter the property during construction or displacemerd cost ff
Pronecassary. Salesman
Provided we are awarded this contract,it wig be necessary for you to allow us a reasonable amount of time in which to make ssary.dauvries of
materials and equipment prior to the date on which your wish to begin.
There are no promises,agreements or understanding between representatives not expressed in this proposal,which is subject to
days acceptance and when accepted by you constitutes the entire order.
Delinquent accounts after 10 days of completion date aro subject to 1'h°h interest charges per month.
Family Owned and Operated in So. Fla since 1929
Miami Shores Village L5,��REs
Building Department lg, J .....
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204 ��0R1DA
Fax: (305)756.8972
May 5, 2017
Subject: Low slope reroof requirements
148 NE 110 St.
Miami Shores, Florida
Contractor: Obenour Roofing.
Process Number: RF-5-17-1222
Dear Mr. Goolsby,
According to the 2014 Florida Building Code-Existing Building, a reroof should comply with the
requirements of section 708 of the existing building code.Section 708.1 requires materials and methods
of application used for recovering or replacing an existing roof covering to comply with the requirements
of chapter 15 of the Florida Building Code, Building or Chapter 9 of the Florida Building Code, Residential.
The exemption under this section states that properties in the HVHZ shall comply with 1515.2.2.1 and
1516.2.4.
Section 708.1.1 clearly states that no more than 25%of the total roof area or roof section of any existing
building or structure shall be replaced or recovered in any 12-month period unless the entire roofing
system or roofing section conforms to the requirements of this code. (Meaning the existing building
code).
Section 708.3 of the 2014 Florida Building Code, Existing Building. Recovering versus replacement.
Clearly states that new roof coverings shall not be installed without first removing all existing layers of
roof coverings where any of the following conditions occur:This section provides 5 conditions, however
exception lunder this conditions states the following.
1. Building and structures located within the High-Velocity Hurricane Zone shall comply with the
provisions of Sections 1512 through 1525 of the Florida Building Code, Building.
Please refer to code sections below.
SECTION 1512
HIGH-VELOCITY HURRICANE ZONES—
GENERAL
1512.1 Scope.Sections 1512 through 1525 set forth minimum requirements for the installation of
roofing components, roofing systems, roofing assemblies and the waterproofing thereof.
1512.2.1 All roofing components, roofing systems and roofing assemblies for construction regulated by
this code shall comply with this chapter. (meaning Chapter 15)
SECTION 1514
HIGH-VELOCITY HURRICANE ZONES—
WEATHER PROTECTION
1514.1 General. Roof decks shall be covered with roof coverings secured to the building or structure in
accordance with the provisions of this chapter. Roof coverings shall be designed, installed and
maintained in accordance with this code and the manufacturer's installation instructions such that the
roof covering shall serve to protect the building or structure.All roof coverings, roof systems and roof
assemblies shall be designed and installed to resist the wind load requirements of Chapter 16(High-
Velocity Hurricane Zones) of this code.
1514.4 Roof drainage. Unless roofs are sloped to drain over roof edges roof drains shall be installed at
each low point of the roof.Where required for roof drainage,scuppers shall be placed level with the roof
surface in a wall or parapet.The scupper shall be located as determined by the roof slope and
contributing roof area.Scuppers shall be sized in accordance with the provisions contained in ASCE 7,
Section 8 with commentary and shall comply with Section 1611 herein.
1515.2.2 Minimum slope.All roofing assemblies must be installed in compliance with the slope
requirements specified in the product control approval, in compliance with Table 1515.2.
The table 1515.2 provides roof slopes for slope roof system cover under section 1518. Roof covering with
slopes 2:12 or greater, however does not provide slope requirements for roofs with 2:12 or less cover
under section 1519.The product approval provided for this project N.O.A. 14-1030.02 issued to GAF is a
Ruberoid modified bitumen roof system for wood decks does not provide slope requirements for the
system.
Although the code is not clear as to the required minimum slope for a reroof, section 1514.4 above is
clear that the roof should drain over the roof edge or drains should be installed at each low point.The
permit for this project was going to be approved with the condition that the contractor was going to
provide positive drainage, he however elected not to accept that condition. Please note that I'm not
asking the contractor to provide a %:12 slope for the reroof however I'm asking him to provide a system
that will allow the roof to drain over the roof edge.
Please call me when you finish reading and analyzing my opinion.Your opinion and interpretation is
always welcome.The contractor will be provided with the requirements of the code sections.
Thank you.
Ismael Naranjo,BO, CFM
Building Director
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
® SECTION 1525
HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
9
9 Florida Building Code 5th Edition(2014)
S High-Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
MA ® 4 ?017
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PER .
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED B
0 Roof System Required Sections of the Attachments Required
Permit Application Form See List Below
Low Slope Application A,B,C 1,2,3,4,3A? ; *as ,'
Prescriptive BUR-RAS 150 A,B,C 4,5,67 • • i 000000
fl Asphaltic Shingles A,B,D 1,2,4,56,7 :0000:
so 0
Concrete or Clay Tile A,B,D,E 1,2,3,4,9,6,76.• • •..• 09:090
Q Metal Roofs A,B,D 1 2,3AAW*; •'• ••:••0
Wood Shingles and Shakes A,B,D " s
� 1�2�4�5•�z•.•
p
Other As Applicable 1, , , , , ,
234i67 0000.0
Sao***
Q0 0
• .•000.
•• . ••• •
a ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
0 Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128
4. Other Component of Product Approval
5. Municipal Permit Application
0 6. Owners Notification for Roofing Considerations(Reroofing Only)
D
7. Any Required Roof Testing/Calculation Documentation
i Miami Shores Village
n�PPROVED BY DATE
?'tiiWNG DEPT
9,_I�a D�c�r
s l �, S�
-10
11 t.il ;r 10 COMPLIANCE WITH ALL FEDERAL G e�
rl lY RULFS AND RFGULATIONS
15.36 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014)
MR Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on Jun&2015 1032:12 AM pursuant to License
Agreement.No further reproductions authorized.
1 0 1
V
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
High-Veloclty Hurricane Zone Uniform Permit Application Form. 1
1
Section A(General Information) i
1
Master Permit No. Process No. r— —/.?-,2-2,- 1
1
Contractor's Name,/
Job Address �7 g
Y
• • •••• ••••••
ROOF CATEGORY •• ••• •
Y
Low Slope ❑ Mechanically Fastened Tile ❑ Mortgr(QQi*esive Set Tjes • •
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wo(4SM11gtes/ShUgg•• '••••• i
❑ Prescriptive BUR-RAS 150 •••••• ••• •• ••• 1
ROOF TYPE •••••• ••••.• ••••�• 1
❑ New roof ❑ Repair ❑ Maintenance ❑goofing :00:9:0
••:•:❑ Iiecovgring •••••• 1
ROOF SYSTEM INFORMATION •••••• 1
•
Low Slope Roof Area(SF)Aa Steep Sloped Roof AREA(SSF) Total(SF)•• • •••• •
•• 1
1
Section B(Roof Plan) 1
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimen-
sions of sections and levels,clearly identify dimensions of vated pressure zones and location of parapets. 1
BUILDING EVIEVV 1
Ate'R
I Ifl fFG �T7
lea
� � Ike�.�'.E!✓ - -I —� -=-- -- � —I " - � ; __ _ 1
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
o Florida Building Code 5th Edition(2014)
8 High-Velocity Hurricane Zone Uniform Permit Application Form.
8
Section C(Loin Slope Application) Top Ply Fastener onding IOat ri> L e
Fill in specific roof assembly components and identify k. (�f g
i manufacturer / S
Surfacing: A&&24-
(if
(If a component is not used,identify as"NA") Fastener Spacing for AnchorA ase S Beth Attachment:
System Manufacturer: Field: 9 "oc @ Lap,#Rows a @ "oc
Product Approval No.: � Perimeter. G "oc @ Lap,#Rows Y@ ! °oc 9
� l"T'— /��.0� � �
9 Design Wind Pressures,From RAS 128 or Calculations: Comer °oc @Lap,#Rows ,�@�"oc
Number of Fasteners Per Insulatipn .••Bgard: •• ••• ..
P1:_ .4e P2:—7%t P3: • • Q•
8 Field Perimeter—,,,,.• Co .
er• •
Max.Design Pressure,from the s c product
. . T ... .•
D approval system: ���� illustrate Components Noted and'i5et1*61;as Applicable: a I .
Woodblocking,Gutter, Edge Terfttn,Stri ng,eRashp
Deck: Continuous Cleat,Cant Strip,Base Flashing, unterflashins,'
Type: /,a1 tJ��� Coping,Etc. .. .. 0..0.• .....
Indicate: Mean Roof Height, ParVpel 1-leight, l�elggt of Bane 9 .
Gauge/Thickness: Flashing, Component Material, AaTVA Thickness, Fastener �.
Type,Fastener Spacing or Submit ManufactArs Details Mi'1"
Slope: f F1'TAP�,e �a lsoL yA��� r� �,�su,�, Complywi�h RAS 111 and Chapier 16�• :..g.
^t9S�✓r%1i� 1�/'cA1t� ,l^ �'EQrlJ,E'ED 9YJ�1i�t�7i 5p/ 3 BI-Ai; PEPy, .. ...• .
�tAnchor/Base Sheet&No.of Piy(s): W 7'
0 AnchorB se Sheet Fastener/Bond' g ,cater►oial:
,�� �Jami ip
FT D _
6 Insulation Base Layer.AWGY C&;,4Ah 41016
Parapet
�
Base Insulation Size and Thickness:M —ijim m �X p
,,�ilpsy�e,— Height
6144
27/m.4�
Base Insulation Faste erBonding Mtenal: f� $a.4vp i �
p Top Insulation Layer FT'
!D -
Top Insulation Size and Thickness: 004 Mean �
.00 d Roof
Top Insulation Fastener onding Material: ✓Z��� s �:' Hei ht
Base Sheet(s)&No.of Ply(s) /�GI�iQD
p Base Sheet Fast erBonding Material:
a cose ark'
Pi Sheets &No.of PI s : s
� y O yt )
p Ply Sheet Fastener/Bonding Mterial: 0
Top Ply: w t _ -
1
1
15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
® Florida Building Code 5th Edition (2014)
B
High-Velocity Hurricane Zone Uniform Permit Application Form.
a
0 Section E(Tile Calculations)
it For Moment based tile systems,choose either Method 1 or 2 Compare the values for M,with the values from M,. If the M,values
are greater than or equal to the Mr values,for each area of th( roof,then the the attachment method is acceptable.
1
6 Method 1 "Moment Based Tile Calculations Per RAS 127"
(Pl:0-1 x X .amu"_ f e r )-Mg: 41,47=Mn /•61' Product Approval M, Yo.$(
(P2:Wt XX,aa►./ -Mg: 6.91=MFS Product Approval M, Ya V
(P3/W�x�•-t&-'�_�'4 )-Mg:G'`I =Mr3/3 10 1 Product Approval M, '�®• f1
Method 2"Simplified Tile Calculations Per Table Below" ••••
Required Moment of Resistance(Mr) From Table Below Product Approval M, ; ••• ••••• ••••;•
Mr required Moment Resistance* • • •
Mean Roof Height15' 20' 25' 30' ego:**40' :0000:
0 0 0:
D Roof Slope Soso 000 0 0
2:12 34.4 36.5 38.2 39.7 ••• 42.2 •• •0 •••••
3:12 32.2 34.4 36.0 37.4 • 039.8 :is* ••••0
0.0000
4:12 30.4 32.2 33.8 35.1 06000037.3 0•
5:12 28.4 30.1 31.6 32.8 • •34.9 • • 00#000
:
•
6:12 26.4 28.0 29.4 30.5
0.032.4 • :0000:
7:12 24.4 25.9 27.1 28.2 30.0to
•
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and
6 Appeals.
9 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F values are greater than or
it equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 127"
(P1: x L = x w:= )-W: x cos 8 =Fn Product Approval P
(P2: x L = x w:= )-W: x cos B =F, Product Approval P
1 (P3: x L = x w:= )-W: x cos 8 =Fr3 Product Approval F'
ii Where to Obtain Information
1 Description Symbol Where to find
Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
i Mean Roof Height H Job Site
i Roof Slope 9 Job Site
Aerodynamic Multiplier A Product Approval
1 Restoring Moment due to Gravity Mg Product Approval
Attachment Resistance M, Product Approval
1 Required Moment Resistance M9 Calculated
Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance Fr Calculated
i Average Tile Weight W Product Approval
Tile Dimensions L =length W=width Product Approval
All calculations must be submitted to the building official at the time of permit application.
15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)
gp_OH
p�ORFw
SECTION 1524
HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations.Additipgaljy, the
following items should be addressed as part of the agreement between the owner ant tf a contractor.•rha*(Oher's •
initial in the designated space indicates that the item has been explained. •. 6 0 000 ••
0000..
000000 . •
2. 0000..
Renailing wood decks:When replacing roofing,the existing wArrUb#deck A Tawe to ' •
4ra-iled in accordance with the current provisions of Section R4403.(The�pjDjgk is usualj:
concealed prior to removing the existing roof system). ••6•
0000 •
0000 000000
0000..
• a
6
0006:.4. Posed Ceiling: Exposed,open beam ceilings are where the u de a of the�oofdeckin
c ewed from
below.The owner may wish to maintain the architectural appearance;themlorp, •
roofing nail penetration of the underside of the decking may not be acceptable.This provides the bption of
maintaining the appearance.
6. verflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is
n rloaded from a buildup of water. Perimetededge wall or other roof extension may block this
discharge if overflow scuppers(wall outlets)are not providZai
essary to install overflow
scuppers in accordance with the requirements of Sectionsnd R4413.
er gent's Signature Date C Date
9 116 ho -V
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
L
MIAMFDa14DE MMI-DARE COUNTY
e / PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOM www.miamidade.gov/economy
GAF
1 Campus Drive
Parsippany,NJ 07054
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 MR,-
Product Control Section to be used in Miami Dade County and other areas where allgWed by the •••• Osseo*
Authority Having Jurisdiction(AHJ). •
...... •
This NOA shall not be valid after the expiration date stated below.The Miami-Dade City Product.
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami j}V&-�ountyJ••..
reserve the right to have this product or material tested for quality assurance purposes.*ffnis prodiwt- ••••.
material fails to perform in the accepted manner,the manufacturer will incur the expon�of such te*Ng s e e
and the AHJ may immediately revoke,modify,or suspend the use of such product or***e*al witVm
their jurisdiction. RER reserves the right to revoke this acceptance,if it is determineli b f Miami jade. •
County Product Control Section that this product or material fails to meet the requiromenis of the •
applicable building code. sees
••s : ••.• :
This product is approved as described herein,and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoie Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state
and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an
endorsement of any product,for sales,advertising or any other purposes shall automatically terminate
this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L.Acebo.
.L�j
NOA No.: 14-1030.02
MIAMMADE COUNTY Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 1 of 30
APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type 1I: Wood,Insulated
Deck Description: 19/32"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 shall apply.
Fire Barrier: FireOut'°Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection
(optional) or Securock®Gypsum-Fiber Roof Board.
Anchor sheet: GAFGLAS®#80 Ultima'Base Sheet,GAFGLAS®Stratavene Eliminator°
Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld' Smooth
or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fa4eneq to deck as
.... ......
described below.
. . •
Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly"6,GAFGLAS®#75,$ heet or any' r•••'•
Options: of above anchor sheets attached to deck with approved annular jjA,g shank pails. ....
and tin caps at a fastener spacing of 9"o.c.at the lap staggered eadaii two tM••
12"o.c.in the field. 90:69:. .. •
. ... .....
(Maximum Design Pressure—45 psf.See General Limitation#77• •• ......
GAFGLAS®Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®#75'Base;Sheet or any
of above anchor sheets attached to deck with Drill-Tec'#12 f astegr,DX-1 ec"'
#14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec"3"Wel plate,Drill ;
Tec'AccuTrac®Flat Plate or Drill-Tec"AccuTrac®Recessed Plate installed ?2"
o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced
approximately 12"o.c.in the field of the sheet.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®FlexPly 6,GAFGLAS®#75 Base Sheet or any of above anchor
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the
field.
(Maximum Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAS®#80 Ultima"Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9" o.c.in the
field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener
and Drill-Tec'° 3"Steel Plate,Drill-Tec'AccuTrace Flat Plate or Drill-Tec'
AccuTrac®Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side
lap. The other rows are equally spaced approximately 9"o.c.in the field of the
sheet.
(Maximum Design Pressure—60 psf.See General Limitation#7)
NOA No.: 14-1030.02
MIAMMADE COUNTY Expiration Date: 11/06/18
•••• Approval Date: 11/05/15
Page 8 of 30
Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9"o.c.at the
(Continued) 4"lap staggered in two rows 9"in the field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS'#75 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener
and Drill-Tec'3"Steel Plate,Drill-Tec'AccuTrac'Flat Plate or Drill-Tec'
AccuTrac'Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side
lap. The other rows are equally spaced approximately 9"o.c.in the field of the
sheet.
(Maximum Design Pressure—75 psf.See General Limitation#7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastengp••.
(Table 3) •..'hensity/fly•••
EnergyGuard'Polyiso Insulation,EnergyGuard"'Polyiso RA Insulation, ••••., ,•° ;•; ••
EnergyGuard"'Polyiso RN Insulation,EnergyGuard7 RA Composite Polyiso I:nsdihtia� ` 98,44
Minimum 1"thick N/A N/A •• :00.4
Structodek®Eligh Density Fiber Board,EnergyGuard'Perlite Recover Board '•;••• ••
Minimum%"thick N/A •' " Ntt�,•0• •• •.
i"••• ••••,.
EnergyGuard"'Perlite Roof Insulation ' ` .'
Minimum%"thick N/A :.•.% P64. '•••:,
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot a;;61g %`•"••
within the EVT range and at a rate of 2040 lbsJ100 ft. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used
only as base layers with a second layer of approved top layer insulation installed as the final
membrane substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS'Stratavene
Eliminator'Perforated Venting Base Sheet laid dry or a layer of EnergyGuard"Perlite Roof
Insulation or wood fiber overlay board on all polyisocyanurate applications.
Base Sheet: (Optional)Install one ply of GAFGLAS'#75 Base Sheet,GAFGLAS'#80
Ultim 'Base Sheet,GAFGLAS'Ply 4,GAFGLAS FlexPly"'6,GAFGLAS'
Stratavent'Eliminator Perforated Venting Base Sheet(laid dry),Ruberoid®Mop
Smooth,Ruberoid®20,Ruberoid'SBS Heat-Weld'Smooth or Ruberoid®SBS
Heat-Weld'25 directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
lbs./sq. (See General Limitation#4).
Ply Sheet: (Optional)One or more plies GAFGLAS'Ply 4,GAFGLAS'FlexPly"M 6,
GAFGLAS'#80 Ultima Base Sheet,Ruberoid'Mop Smooth,Ruberoid'20
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid'20,Ruberoid'30,Ruberoid'EnergyCap-30 FR
SBS Membrane,Ruberoid'30 FR,Ruberoid®Mop Smooth,Ruberoid'Mop 170
FR,Ruberoid'Mop Granule,RoofMatch"SBS Modified Granular,Ruberoid'
Mop Plus,Ruberoid'Mop FR or Ruberoid®Dual FR fully adhered in an approved
asphalt at an application rate of 251b./sq.f 15%.
NOA No.: 14-1030.02
MIAMI•DADE COUNTY Expiration Date: 11/06/18
APPROVED1 Approval Date: 11/05/15
Page 9 of 30
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bs./sq.and 300 lbs./sq.respectively in a flood coat
of Approved asphalt at 60 lbs./sq.
2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet
or GAFGLAS®EnergyCap'BUR Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat'
Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
•6e•
e • 6666 •e999•
s• • • •6• •
6.0.96 to • •66••6
•
6666•• • e• • •
6e•6e•
6666 • •
• • 6900••
•
0094•e e• • 99990
e••••9 • •
•
9•••96
• • • •
•6 e•
NOA No.: 14-1030.02
MAMMADE COUNTYM Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 10 of 30
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®FlexPlyTM 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum V4"DensDeck®Roof Board or'/2"Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LpmTATIONS:
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 full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically....
attached using the fastening pattern of the top layer : *•• •*we*. ....°°
3. All standard panel sizes are acceptable for mechanical attachment. When applied"approved• :•: ••
asphalt,panel size shall be 4'x 4'maximum. . "' °•••••
4. An overlay and/or recovery board insulation panel is required on all applications Qygr closed ce if• ....
foam insulations when the base sheet is fully mopped.If no recovery board is usbdAvbase 0W91.• •••••
shall be applied using spot mopping with approved asphalt, 12"diameter circles?949"c.; or strip.. ••:•••
mopped 8"ribbons in three rows,one at each side lap and one down the center dP'the sheet ako6ing ......
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6':15'=shall be • ••
placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either systdm•s 'hail •°•• •
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limitoit a maximum �....:
design pressure of-45 psE ••; •
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of
275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested,are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required,as determined by the
Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered
Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and comer 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
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.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs
shall conform 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 comers).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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-1030.02
MIAMI RADE COUNWIS Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 30 of 30
W16017 TGFJJ.R1306-Roofing Systems
U�
TGFU.R1306
Roofing Systems
page Bottom
Roofing Systems
See General Information for Roofing SvstemS
R1306
GAF
1 CAMPUS DR
PARSIPPANy, N3 07054 USA
"RUBEROIDO 20 Smooth" or"RUBEROIDO Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" may be utilized as an alternate to Type G2
"GAFGLASO#75 Base Sheet"or"Tri-PlyO #75 Base Sheet" or"GAFGLASO #80 Ultima— Base Sheet" base sheets in any of the following
Classifications.
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@ DuraGuardTm 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-in.thick minimum) roof decks. However, the butt
joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@
DuraGuard°M Roofboard" are to offset a minimum of 6-In. with the butt joints in the roof deck. If polystyrene is part of the•to"system, it
must be placed below the overiayment board. 1/4-in. thick(minimum) "SECUROCKO Roof Board* (Type FRX-G)6and"SftF4j&@ GIS;rft%
Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a%Wgm.-with any.%j classified ,-
insulation except polystyrene. 6
•
Multiple plies of Type G1"GAFGLASO Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLASO Flex Ply 6" or'Tri-Ply@ LKW&4F4®dble Ply 6%may be adhered.
to Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DanGu ard""Rooftipa rd" in"f";
roofing asphalt. *0000 • •••••
"GAFGLAS@ FlexPlyTm 6 5L" and"GAFGLASO FlexPly"" 6° may be used Interchangeably in any roof coverih :0*m Iistfd tilIbYv. 0900*
"EnergyGuard'" Ultra" is an acceptable alternate to"EnergyGuardTm" in any applicable Classification. •
"GAFGLAS@ Stratavent@ Nallable Venting Base Sheet" may be mechanically fastened or fully adhered with hot rEofing Mt over 009000
noncombustible decks and as a recover over existing roof systems. ; ,' • ;,,
EnergyGuardTm Perlite Insulation" may be utilized as a cover board over"EnergyGuardTm" in any of the following systems. •
Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane
Insulation adhesive. Polystyrene referenced in any of the following Classifications include Insulation.
Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturees installation
Instructions(excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications.
"EnergyGuard7"Tapered" Is an acceptable alternate to'EnergyGuardTm" in any applicable Classification.
°EnergyGuard'" Ultra Tapered" is an acceptable alternate to"EnergyGuardTM' Ultra" in any applicable Classification.
"EnergyGuard'" NH Tapered" is an acceptable alternate to"EnergyGuardTM NH" in any applicable Classification.
"EnergyGuard'"° NH Ultra Tapered° is an acceptable alternate to"EnergyGuardTm NH Ultra" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet("GAFGLASO#75 Base Sheet"or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'"' Base
Sheet") is a suitable alternate for Type GI asphalt glass fiber ply sheet( GAFGLASO Ply 4" or"Tri-Plyo Ply 4°or"GAFGLASO Flex Ply 6" or
"Tri-Ply@ Ultra-Flexible Ply 6") in the Class A, B or C roof systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLASO Stratavent@ Natlable Venting
Base Sheet" or"GAFGLASO StrataventO Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot
roofing asphalt and nailable base sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLASO #80 Uitiman"
Base Sheet° or"GAFGLASO Stratavent@ Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet
("GAFGLASO Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLASO Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6") as the nailed base ply in the following
systems.
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened.
"GAFGLASO Flashing" or"RUBEROIDO" may be used for flashing in any of the Gass A, B or C systems listed below.
httpJ/database.ui.com/Cgi-biroMitemplabA ISEXT/1FRAMEWiowpage tnl?rtame=TGFU.R1 ForItiUe7-Roofing+Systems8objid-1074351 ... 1/48
5I1&W7 TGFAJ.R1306-Roofing Systems
When"periite" is referenced,this includes any UL Classified perlite insulation.
Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-
15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating.The use of 1/2-in. minimum
thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper(perlite/rosin
paper/polystyrene/periite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLASO #80 Ultima"" Base Sheet" may be used in any of the following systems.
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the"Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with"United Coatings'm FireShield MB
Roof Coating" applied at a rate of 2-1/2 to 3-gat/100-ft2.
Class A,B and C
Hot roofing asphalt,for use with glass felts or modified bitumen membranes.
"RUBEROIDO Heat Weld" SBS roofing membranes may be used in lieu of"RUBEROIDO Mop" SBS roofing membranes in any applicable
Classification.
Class A
1. Deck: C-15/32 Incline: 3
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDecf 6sPrime
Roofboard" or"DensDeckO DuraGuard"" Roofboard", minimum 1/4-in.thick, or United States Gypstjn Coo:SECUisq%(Qhoof Board"„
(Type FRX-G) or"SECUROCKO Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. •• , ,
Insulation:—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethangprpe�ite/poiy'�so� 4lurate •
composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any th�ckeess." " • ....%
Ply Sheet:—Three or more plies Type G1"GAFGLASO Ply 4" or'Tri-Ply®Ply 4" or"GAFGLASO F'Y Aly 6 or"Tri-MY0 Ultra; �
Flexible Ply 6",fully adhered with hoot roofing asphalt. •eggs. :0 0 0:0 :00••;
Surfacing:—Gravel. ones '
•
2. Deck: C-15/32 Incline: 2 •• •• •• • ••••••
Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC"DensDeckO Roofboa;&*cj'"DensDedkO Prime •
Roofboard" or"DensDeck® DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States Gyplum CcR "SECdROCXO Roof�Bot rr�ilP
SGMRX), minimum 1/4-in. thick. • • :00 00'
(Type FRX-G) or"SECUROCK®Glass-Mat Roof Board" (Type ,
Insulation:—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethAw dr i�riite/Polyiisocyanural%••.•
composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. • . • •
Ply Sheet:—Three or more plies Type G1"GAFGLASO Ply 4" or"Tri-Ply® Ply 4" or"GAFGLASO Flex Ply 6" or"Tri-PIVO Ultra-
Flexible Ply 6", fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLASO EnergyCap7m
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
3. Deck: NC Incline: 2
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDec kO Roofboard" or"Der>sDeck® Prime
Roofboard" or"DensDedkO DuraGuard'm Roofboard", minimum
1/4-in, minimUnited
thick.
Insulation
Co. "SECUROCKO Roof Board"
(Type FRX-G) or"SECUROCKO Glass-Mat Roof Board" (Type um
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in.
maximum.
ply Sheet:—Two or more plies Type G1"GAFGLASO Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLASO Flex Ply 6" or"Tri-PIyO Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt
Cap Sheet:—Type G3"GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLASO EnergyCapl
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
4. Deck, C-15/32 Incline: 1
Slip Sheet(Optional):—Red rosin paper, nailed to deck.
Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Base Sheet:—One ply Type G2"GAFGLASO #7S Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLASO #80 Ultima"" Base
Sheet" or"GAFGLASO SbrataventO Nailable Venting Base Sheet", mechanically fastened.
Ply Sheet:—One or more plies Type G1"GAFGLASO Ply 4" or"Tri-Ply@ Ply 4" or GAFGLASO Flex Ply 6" or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt
Cap Sheet:—Type G3"GAFGLASO Mineral Surfaced Cap Sheet" or`Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLASO EnergyCap—
Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
(bating(Optional):—"United Coatings'"'TOPCOAT® EnergyCote— Roof Coating" or"TOPCOAT® MB Pius Coating" or"United
Coatings"" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2.
S. Deck: NC Incline: 3
httplidatabase.ul.con/cxp-biroMAemplateAJSFXT/IFRAMEfshwpage*nl?name=TGFU.R1 shorUAe=Roofing+Systwns8obji&-1074351 ... 2(48
&16017 TGFU.R1306-Roofing Systems
Insulation(Optional):—One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in.
maximum.
Ply Sheet:—Two or more plies Type Gi"GAFGLASO Ply 4" or'Tri-Ply® Ply 4" or"GAFGLASO Flex Ply 6" or'Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLASO Mineral Surfaced Cap Sheet" or'Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLASO F_rrergyCap'°°
Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
11. Deck: NC Incline: 2
Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base
Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or"GAFGLASO Stratavent@ Perforated Venting Base Sheet",
mechanically fastened or fully adhered with hot roofing asphalt.
Ply Sheet:—One or more plies Type GI"GAFGLASO Pty 4" or"Tri-Ply@ Ply 4" or"GAFGLASO Flex Ply 6" or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt:.
Cap Sheet:—Type G3"GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLASO EnergyCaP7m
Mineral-Surfaced Cap Sheet°,fully adhered with hot roofing asphalt.
12. Deck:C-15/32 incline: 1
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime
Roofboard" or"DensDeck@ DuraGuardTm Roofboard", minimum 1/4-in.thick, or United States Gypsum Co. "SECUROCK@ Roof Board°
(Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick.
Insulation:—One or more layers pertite or glass filer or polyisocyanurate or urethane or pertite/polyisocyanurate composite or
pedite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-in. from plywood deck joints).
Base Sheet:—One or more plies Type G1"GAFGLASO Ply 4" or"Tri-'Ply@ Ply 4" or"GAFGLASO Flex Ply 6 or"Tri-Ply@ Ultra-
Flexible Ply 6° or Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or"GAFGLASO #80 Ultima"" Base Sheet" or
Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3
"GAFGLAS@ StrataventO Mailable Venting Base
"GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet", mechanically fastenEd or fully adha�r�d'�4h hot
roofing asphalt. •••
Membrane:—One or more plies"RUBEROID@ Torch Smooth" or"Tri-Ply@ APP Smooth" or"Tri-Ply(r�'APP'Granules os.@UBEROID@
�•
Torch Granule" or"RUBEROIDO Torch 180", torch applied or"RUBEROID@ Mop Smooth" or"RUBER(YIUq tftp Sm&*IL " or •
"RUBEROIDO Mop Plus Smooth" or"RUBEROID@ Mop Granule° or"Intek Flex PRF" or"Tri-Pty@ SB9 6+rarade",fully adhered witA M?•:
roofing asphalt •"' " •'
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or`Tri-Ply@ BUR Granule Cap SHtr.rr•"AFGt pS��nergYCfeP
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. •0:00:
•• •••
13. Deck:C-15/32 Incline: 100000
••+s••
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC'DensDeck@ Rooflaoan? dr"Den,De c@ Prime •
Roofboard" or"DensDeck@ DuraGuardm Roofboard", minimum 1/4-in. thick, or United States Gypbum (;o. "SEC9119130 Roof"Boea&•
(Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. 66
Insulation(Optional):—One or more layers perilte or wood fiber or glass fiber or polylsocyanuraee or ttethane or •
perilte/potyisocyanurate composite or pertite/urethane composite or wood fiber/polyisocyanurate composite or phenolfy any thickness.*•••
Base Sheet:—Two or more plies Type G2"GAFGLASO #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLASO #80 UltimaT"'
rataventO Perforated
TType Sheer or G3"AFGLASO Mineral Surfaced Cap taventO Sheet"Venting
or'Tri-Ply@ BUR Granule Sheets,mechanically fastened or fully adhered with Base Sheer r
hot roofing asphalt.
Ply Sheet(Optional):—One or more plies Type G1°GAFGLASO Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply Flex 6" or'Tri-Pty@
Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt.
Membrane:—One or more plies"RUBEROID@ Torch Smooth.
or"Tri-Ply@ APP Smooth" or"Tri-Ply@ APP Granule" or"RUBEROID@
Torch Granule" or"RUBEROIDO Torch 180",torch applied or"RUBEROID@ Mop Smooth' or"RUBEROIDO Mop Smooth 1.5" or
"RUBEROID@ Mop Plus Smooth" or"RUBEROID@ Mop Granule" or"Intek Flex PRF" or"Tri-Ply@ SBS Granule",fully adhered with hot
roofing asphalt.
Cap Sheet:—Type G3"GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ BUR Granule Cap Sheet" or°AFGLAS@ EnergyCap'"
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
14. De C-15/32 3[ndlne°2
/!_ -Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime
Barrier Board(Optional):—One or more layers Georgia
I-At%r� Roofboard" or"DensDedc@ DuraGuare" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCKO Roof Board"
(Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick.
�•" ��Y" insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perilte/polyisocyanurate
l�Q( composite or wood fiber/polyiso<yanurate composite any thickness mechanically or adhered with hot roofing asphalt.
Base Sheet:—One ply"GAFGLASO Stratavent@ Perforated Venting Base Sheet" or Type G2*GAFGLASO #75 Base Sheet"or"Tri-
r Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima"" Base Sheet" or"GAFGLASO Stratavent@ Nailable Venting Base Sheet" or
j "GAFGLAS@ Stratavent@ Perforated Venting Base Sheer, mechanically fastened or fully adhered with hot roofing asphalt.
Pty Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLASO Ply Flex 6" or"Tri-Ply@ Ultra-Flexible
Ply 6" or"RUBEROIDO Mop Smooth" or"RUBEROIDO Mop Smooth 1.5" or"RUBEROIDO Mop Pius Smooth", "RuferoidO 20 Plus
Smooth" or"RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt
Membrane:—Type G3"Tri-Ply@ BUR Granule Cap Sheet" or"GAFGLAS@ Mineral Surfaced Cap Sheet' or"GAFGLASO EnergyCap,
Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
15. Deck:C-15/32 Incline: 1
Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board:—Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or'DensDeck@ Prime Roofboard"
'DensDeck@ DuraGuard"° Roofboard" or minimum 1/4-in.thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type
or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System"
httplidgabase d.tarn/cgi-binIXyVft13nplate/USE)CT/lFRAMEJshasrpage hhnl?name=TGFU.RI c c shatMe=Roofing+Systelns&Objid=1074351 ... 4148
f MIAMI-DARE COUNTY
M1I> i PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov/economy
Entegra Roof Tile,LLC
1289 NE 9a'Ave
Okeechobee,FL.34972
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-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 Conttbl Station(in
Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the is$hbtcrhave tfi product bt•';•
material tested for quality assurance purposes. If this product or material fails to perform"ft.#cceptec manner, the•0.•
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,moMy�pr suspend the use of •
such product or material within their jurisdiction. RER reserves the right to revoke this acce$tegea,if it is dQWVnined bq'••
Miami-Dade County Product Control Section that this product or material fails to meet the regltatments oNha applicable...
building code. .
This product is approved as described herein,and has been designed to comply with the FlorWd 6BPilding Code including::
the High Velocity Hurricane Zone of the Florida Building Code. a 0 0 0 0•
DESCRIPTION:Bermuda Concrete Flat Roof Tile '
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 14-1120.06 and consists of pages 1 through 6.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.16-0112.07
httAhttinaoe COUNTYExpiration Date:06/07/21
Approval Date:02/25/16
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Entegra Flat Concrete Roof Tile,as manufactured Entegra Roof Tile,LLC
in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida
Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared
as a moment based system.
2. PRODUCT DESCRIPTION •00000
. . .0.0 0.00.0
Manufactured by Test Plradlic'1 ••• ••
Applicant Dimensions Specifications Deeoni ' n o. •
0000..
Entegra Flat Tile Length= 16" TAS 112 Flat profile,interlockinge•nigh pressurd extrude94.,
$j..
Width= 10" Type 3a concrete roof file equippg with two 01holes.0•:•
Class III For mechanical,mort4%9%gdhesive spl.• 0 0 0*•.
applications. .. .. .0.. 000000
000 •
Trim Pieces 1=varies TAS 112 Accessory trim,conckle0roof pieces fbr use at ••
w=varies hips,rakes,ridges an4 valley terMLOWns. 000000
varying thickness Manufactured for eac%tA grofile: • :0000:
00
2.1 MANUFACTURING LOCATION
1. Okeechobee,FL
2.2 EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Reyort Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994
Inc. PA 101 (Mortar Set)
The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994
Inc. PA 101 (Adhesive Set)
The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994
Inc. (4"Headlap,Nails,Direct Deck,New
Construction)
The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994
Inc. (4"Headlap,Nails,Battens)
The Center for Applied Engineering, 25-7094-5 Static Uplift Testing PA 102 Oct. 1994
Inc. (4"Headlap,Nails,Direct Deck,
Recover/Reroof)
The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995
Inc. (2 Quik-Drive Screws,Direct Deck)
NOA No.16-0112.07
MIAMI-DARE COUNTY Expiration Date:06/07/21
Approval Date:02/25/16
Page 2 of 6
2.2 EVIDENCE SUBMITTED
Testiest Anency Test Identifier Test Name/Revort Date
The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995
Inc.
PA 102
The Center for Applied Engineering, (2 Quik-Drive Screws,Battens)
25-7214-1 Static Uplift Testing March, 1995
Inc. PA 102
The Center for Applied Engineering, 25-7214-5 (1 Quik-Drive Screw,Direct Deck)
StatiUplift Testing
c March, 1995
Inc. PA 102
(I Quik-Drive Screw,Battens)
Redland Technologies 7161-03
Wind Tunnel Testing Dec. 1991
Appendix H PA 108 (Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 PA 108(Nail-On)
Redland Technologies P0631-01 Wind Tunnel Tes i •
�g � July 1994.....
PA (M �' ... '
Redland Technologies P0402 Withdrawal Resistance esting Mcrew %epl. 1993
naff :0960:
"'•'
vs.smooth shank s ;..6 0;
The Center for Applied Engineering, Project No.307025 Wind Driven Rain"'• •"bct. 1994
PA 100
Inc. Test#MDC-77 '''' •••• •••••
...... .... ..:..'
Atlanta Testing&Engineering,Inc. R1.894 Physical Properties' ..mug. 1994•
R2.894 PA 112 •
R3.894 ....
Professional Service Industries,Inc. 395-40011-1 Physical Properties Feb 2004g.•
PA 112 " ' ••• • 0 •
Celotex Corporation Testing Service 520109-1 Static Uplift Testing L4. 1998
520111-4 PA 101
Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999
PA 101
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004
Walker Engineering,Inc. Evaluation Calculations 25-7094 Feb 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December
25-7804b-8 1996
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculations Restoring Moment,Mg March 2004
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
Nutting Engineers 13343.1 TAS 112 05/06/08
American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15
MIAM•DADE COUNTY
NOA No.16-0112.07
Expiration Date:06/07/21
Approval Date:02/25/16
Page 3 of 6
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 may
required,refer to applicable building code.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Miami-Dade 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 000000
4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict c6p i**Ice wig J.. ••• :•
Dade County Roofing Application Standard RAS 118,RAS 119,and RAS 120. ...... •..• Dose**
4.2 Data For Attachment Calculations. •••••• •
.... ......
Table 1: Average Weight(W) and Dimensions(1 x w) ....
.... .
age Go
•
Tile Profile Weight W(lbf) Length-1 (ft) •• width-W(ft) ...
Entegra Flat Tile 9.7 1.33 33
Table 2: Aerodynamic Multipliers-7,(W)
.. �.. ..
Tile (ft3) 7. (ft3)
Profile Batten Application Direct Deck Application
Entegra Flat Tile 0.189 0.205
Table 3: Restoring Moments due to Gravity-Mg(ft4bf)
Tile 3":12" 4":12" 5":12" 6":12" Greater than
Profile 7":12"
Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck Deck
6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35
NOA No.16-0112.07
CMAWD�ADECOUONTY Expiration Date:06/07/21
Approval Date:02/25/16
Page 4 of 6
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" plywood) (min. 19/32" plywood)
Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2
Tile 1-10d Smooth or Screw 7.3 9.8 4.9
Shank Nail
2-10d Smooth or Screw 14.0 18.8 7.4
Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#8 Screw 51.7 51.7 24.4
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Clip) ,"
.
0000 .
2-10d Smooth or Screw 35.5 35.5 ••,• •� 8 •.
Shank Nails Field Cli •
2-10d Smooth or Screw 31.9 31.9 ••.:.. .32.2 .
Shank Nails Eave Clip)
0000 0000 :.. .:
0000 ease se. .
2-10d Ring Shank Nails' 50.3 65.5 :'48.3 ••• ••
1 Installation with a 4"file headlap and fastemers are located a min.of 2'/Z°from head of
Table 5: Attachment Resistance Expressed as a Moment Mf{ft-Ibg :""' •
for Two Patty Adhesive Set Systems •• ••••
0000.
Tile Tile Application Minimum Attachment Resistance
Profile
Entegra Flat Tile Adhesive 31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3M"' 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Entegra Flat 310'°2-Component Foam Roof Tile Adhesive AH-160 118.94
Tile 3M'"2-Component Foam Roof Tile Adhesive AH-160 40.45
4 Large paddy placement of 45 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160
5 Medium paddy placement of 24 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160
NOA No.16-0112.07
rMMI-DAoe counrrr Expiration Date:06/07/21
Approval Date:02/25/16
Page 5 of 6
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami-Dade County Product Control Approved".
ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF TILE
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or the applicable Building Code in order to properly evaluate the
installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit.
a •
♦ • ease •sees•
• • • 6
so
•o•:•• •• • •s••:•
PROFILE DRAWING •
0000..
sewn•
ENTEGRA"FLAT" CONCRETE ROOF TILE •0400. .••e•g • •
sees•• • • .
••• 0900•
•• •• •••• gone••
�- 16" n
•ogee•
• • • •.one:
• •
go
10°
FIELD TILE
--16"
10°
THICK BUTT TILE
END OF THIS ACCEPTANCE
NOA No.16-0112.07
CMIAMaoe COUNTY Expiration Date:06/07/21
Approval Date:02/25/16
Page 6 of 6
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form. 1
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Section A(General Information) 1
Master Permit No. Process No. 1
1
Contractor's Name 1
Job Address 1
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ROOF CATEGORY 1
1
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tg%%. 1
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood 1hin@l9VShake9•••• ••••��
•• • • ••• •
❑ Prescriptive BUR-RAS 150 0000.. •0•• 0 •
ROOF TYPE •0 9:00 • • L
0000
❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing '..,p Redlws)V g ••
0.000• •••• ••:••
ROOF SYSTEM INFORMATION . . •
•• •• 0000 0•0001
Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) Total(SF) ...... • ••1
• • •
:600:0 000001
Section B(Roof Plan) 00.
: 000 . . ;••••
Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. InJude dimen-
sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1
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