RF-17-2764 (2) k
Permit NO. RFA 1-17-2764
f�yw°mss y,� Miami Shores Village Permit Type:Roof
10050 N.E.2nd Avenue NE
s-� Pen�� I Work Classification.,Tile
Miami Shores,FL 33138-0000 Permit Status:APPROVED
Phone: (305)795 2204
FLORIDA
issue Date: 1,112112017 Expiration: 05/20/2018
Project Address Parcel Number Applicant
490 NE 101 Street 1132060170430
ROBERT BOURNE JTRS DANNY
Miami Shores, FL 33138-2449 Block: Lot:
Owner Information Address Phone Cell
ROBERT BOURNE JTRS DANNY 490'NE 101
-- - --- MIAMI SHORES FL 33138-2449
490 NE 101
MIAMI SHORES FL 33138-2449
Contractors) Phone Cell Phone
Valuation: $ 20,000.00
ISAACS ROOFING&INSULATION COI (305)234-5234 (786)277-9756
.....n. Total Sq Feet: 2700
Type of Work:Re Roof Available Inspections:
Additional Info:RE-ROOF TILE TO TILE Inspection Type:
Classification:Residential
Scanning:4 Up Lift Report
Tin Cap
Final Roof
3 Tile 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-11-17-65713 -
CCF $12.00 11/21/2017 Check* 12276 $851.50 $0.00
DBPR Fee $4.50
DCA Fee $3.00 Bond#:3565
Education Surcharge $4.00
Permit Fee-New Roof $300.00
Scaa nning Fee $12.00
Technology Fee $16.00 f
Total: $851.50
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. f
OWNERS 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. Futhermore,I authorize the above=named ntractor to do a work stated.
November 21, 2017,
Authorized Signature:Owner / Applicant / C ntractor / Agent Date
Building Department Copy
November 21,2017 1
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax:(305)758-1972
Inspection Number: INSP-296918 Permit Number: RF-11717-2784
Scheduled Inspection Date: February 08,2018 Permit Type: Roof
Inspector Alvarez,Manny Angel
Inspection Type: Final Roof
Owner. DANNY MIZRACHi JTRS,ROBERT Work Classification: Tile
I r►l r
Job Address:490 NE 101 Street
Miami Shores,FL 33138-2449 Phone Number
Pard Number 1132060170430
Project <NONE>
Contractor ISAACS ROOFING&INSULATION CORP Phone:(305)234.1234
Building Department Comments
RE-ROOF TILE TO TILE i Pass"
54SPECTOl2 COMMENTS } i
Inspector Commends
P seE CREATED AS REINSPECT ON FOR I 2926 2WO18
MISSING TILE UPLIFT TEST
Failed _ 0113
g
m
rmction
Deeded
Re-Inspection
Fee
ai pedim can be scheduled until
is paid
Fa r7Cl7,2018 For inspections please calk(305)782-4949 Page 32 of 37
J
Miami Shores Village
Building DepartmentN v 2 2017
' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 0 n
Tel:(305)795.2204 Fax:(305)756.8972 Y.
INSPECTION'S PHONE NUMBER: (305)762.4949 B
i
FBC 20 I�
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: `,
i
City: Miami Shores County: Miami Dade Zip:
4
Folio/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): V C In(KC Phone#:-79(1 a� (9- Yz�
Address:_ __)Zsz \'0�SA— -
City: K-k k` ��6�-�� State: Zip: 33
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: I 1�-A,= a.-P-,vP,r\l 1 Phone#:
Address: 2Z r
City: State: Zip:
Qualifier Name: -'J. Phone#:
State Certification or Registration#: Certificate of Competency#:
Contact Phone#: Email Address:
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ �o�o �� Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration ❑New ORVpair/Replace ❑Demolition
Description of Work: aE •"'np f • 3.11
Color thru tile:
Submittal Fee$E6, On Permit Fee$3�' CCF$ CO/cc$
Scanning Fee$ Radon Fee,$ 3 'a DBPR$ Bond$ sbo ' W F
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
/-�
TOTAL FEE NOW DUE$ Q3� �• �\l
Bbo,ding 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 ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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.
Signatur A Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 1,bO ,220\)t:-,by 9�C&)K tJ day of M5,A� ,20`�by k-oZ6ZI C2ew' ,
who is personally known to me gr who has produced who is personally known to me or who has produced
As identification and who did take.an oath. as identification and who did take an oath.
NOTARY PUBL NOTARY LIC:
Sign: I Sign: --
Print: V\,o`IN Print:
TSV _ +1+11111" `�V
,1111,1 HANNA FADUL `'cPaY PSA'
. ,Y P6p° My Commissi » = Notary Public-State of Florida
My Commission Expires ,
Notary Public-State of Florida Commission #FF 968141
Commission#FF 968141
My Comm. Expires Apr 30,2020
My Comm.Expires Apr 30,2020 °;;;° Bonded through National Notary Assn.
try ssn.
*a�
APPROVED BY _ c Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
•
�5"ARES ti MiamiShores Village
F �
Building Department
10050 N.E.2nd Avenue
ORIDp' 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:
10050 NE 2nd Ave
Miami Shores, FI 3311338
' Re: Owner's Name:
Property Address: 'gQ K) t--- \C,
Roofing Permit Number:
Dear Building Official:
I �'r �J� Q certify that I am not required to retrofit the roof to wall connections of my
building because:
❑ The 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 � ition of the South Florida Building Code (1994 SFBC)
Lgna u (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 ay of K- M NNA FADULblic State ci Florida`Notary Public, Sate of Florida at Large '' : sion#FF 966141�,, Expires Apr 30,2020''Fgh National Notary Assn.
• 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;notconstructect-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.
i Revised on 5/21/2009
MIAMI•DADE Miami-Dade County Building & Neighborhood Compliance Department
° HVHZ Electronic Roof Permit Form
Oelivering Excellence Every Oay"
Section A(General Information)
taster Permit No: Process No: i� _2_
:ontractor's Name: Isaacs Roofing ;•••••
....% •
ob Address: 490 N E 101 St. •..... •••• •
Roof Category .... .. ••••
•
....0
. .
El Low Slope ❑✓ Mechanically Fastened Tile QVartar/Adhesj..ve Set T01...
e•0•
• ......
000000
.. ..
Asphaltic Shingles ❑ Metal Panel/Shingles o%Aood Shingles/Shakes•-
......
❑ Sprayed Polyurethane Foam ❑ Other:
Roof Type •••
❑ New Roof 0 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes Z No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (U) Steep Sloped area (ft.2) 2700 Total (U)k700
Section B (Roof Plan)
;Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
!dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perihieter Width (a'): 30" Corner Size (a' x a'): 30"
i
13YV Z , 2017 0 L
o � � z-
UJ
23'
J
F2-6'—] N
C)
}
58' WIU
TO
jQ
c_-
�
MIAMI•DADE
e Miami-Dade County HVHZ Electronic Roof Permit Form
Delivering Excellence Every Dav" Section D Tile Roof System
toof System Manufacturer: Eagle
16-0314.06 •
notice of Acceptance Number(NOA): 0000..
• 0000..
Ainimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): ••••0.. 0 0
0 •
0000.. •
00 . 0000..
0000.. •
..
P 1: -47 P 2: -81.9 P 3: -121 0000
0000..
•
0000 . .. 0
000.
31.3 000000 0
Aaximum Design Wind Pressures, (From the NOA Specific system): psf 0 0 00.00• 00.00
=ill in the specific roof assembly components. If a component is not required, insert not applicatelp•(p(I in the text box. **00:0
Deck Type: F" x 6" -C& �- •
{ a ,• 0.0.00
ageOptional Insulation:
a
Optional Nailable Substrate:
� n/a
Optional Nailable Substrate Attachment:
Roof Slope: 3 "/12"
n/a
Roof Mean Height: 20 ft. Basesheet Type:
Method of Tile Attachment: 30#
--Adhesive, 2 Small Paddy Tile Bond—
Fastener Type for Basesheet Attachment:
Alternate Method of Tile Attachment per NOA: 1 1/2" ring shank nails and tin caps
Tile Underlayment(Cap Sheet )Type:
Drip Edge Size& Gauge: 3io" face 24 ga.-- Boral Tile Seal
ment Attachment Method:
Drip Edge Material Type: --Galvinized Metal-- Tile Underlay
Self adhered
Drip Edge Fastener Type: 1 1/4" ring shank nails Tile Profile:
Flat
Hook Strip/Cleat gauge or weight: -- Select Hook Strip
MIAMI-DADE Miami-Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
)elive.i-tlg Excellence Every Day"
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
:000:0
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf!If the#Af values are "••;•
greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is jV�ggtpble. •••:• '.
� 0000••
0000 •• • :0000:
P 1: 7 x .278 = 13.17 -Mg: 7.71 =Mr1: 5.36 < 31.3 PJQ41CAf .0000
•
P 2: 81.9 x .278 = 22.77 _Mg: 7.71 =Mr2: 15.06 < 31.3 N04�f ;•••:•
000*00
0606. • 6
P 3: 121 x .278 = 33.64 -Mg: 7.71 =Mr3: 25.93 < 31.3 NOA Mf 0 0
0000..
6 6
0 000 .••666
Method 3 "Uplift Based Tile Calculations Per RAS 127" •0:
Uplift based tile systems use Method 3. Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for
c rea of the roof,then the tile attachment method is acceptable.
I: X = X w: = -W: = x cos 0: = Frl: <
NOA F'
?: : X I: = X w: -W: = X cos 8: = Fr2: <
NOA F'
3: X l: = X w: = W: = X cos 0:F7=Fr3: <_ NOA F'
re to Obtain Information to complete tile calculations
Where to Find
Description Symbol
)esign Pressure P1 or P2 or P3 Table 1 �bd
27,or by an engineer analysis prepared,signed and sealed by a professional
engineer on ASCE 7.
lean Roof Height H Job Site
;oof Slope 9 Job Site
,erodynamic Multiplier Product Approval (NOA)
testoring Moment due to Gravity Mg oduct Approval (NOA)
,ttachment Resistance Mf Produ Approval (NOA)
tequired Moment Resistance Mr Calcu ed
linimum Attachment Resistance F' Product Approval A)
required Uplift Resistance Fr Calculated
,verage Tile Weight W Product Approval(NOA)
I=length
ile Dimensions w=width Product Approval (NOA)
Owners Notification Form HVHZ 2010
MIAMI•M
ME
"Oelivel";t1g,L%cellenct.Every/?ax" SECTION 1524
HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, 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 section. The provisions of
Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should beaddressed Is you of the
agreement between the owner and the contractor. The owner's initial in the designated-Wade indicates that the ••
item has been explained. .•••••
1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (Lllgh•yelocitry I-i>:rricaAe•••:
Zone) are for the purpose of providing that the roofing system meets the wind resistallG@ d water iritrusioii':••.
performance standards. Aesthetics(appearance) are not a consideration with respect toworkma>'igfli provi; * •.
Aesthetic issues such as color or architectural appearance, that are not part of a zoninrCM, shouldbe 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 Haver; be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building 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 between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
o��n
notify the occupants of adjacent units of roofing work to be performed.
. xposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintalpi4 this appearance.
PF7�5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress 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 system is removed. Ponding conditions should be corrected.
1(5� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded 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
with the re uirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
W . Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Owner's/Agent's Signature: 1 # ` —� Date:
Contractor's Signature: Permit Number:
Property Address:
MIAM110ADEMIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade,.Zov/economv
' • ••••••
Eagle Roofing Products LLC ••.'
1575 East C.R.470 �••�•• :""' ,,,9:6
Sumterville,FL 33585 •••••• . , ,
SCOPE: ••��
This NOA is being issued under the applicable rules and regulations governing the use of cotes ?W4 bn majoti24PThe
documentation submitted has been reviewed and accepted by Miami-Dade County RER-ProJv@t.Control Section to be"•:'
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). . sees**• ......
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County%r4ptl4t Control Section :....;
(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have thy: '
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle
Low Profile Concrete Tiles
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.15-0223.18 and consists of pages 1 through 9.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.:16-0314.06
rear JIAADFCOUEVTy Expiration Date: 10/05/21
WOW Approval Date: 06/16/16
Page 1 of 9
r
t
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
0000..
Material: Concrete
. 0000..
..
0000.. .
..0000 0 ..00.0
1. SCOPE:
0000..
.0.066
This approves a new roofing system using "Low Profile Concrete Tile" as mam acturwd by BAgle lRoofi� •
Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. Por use In
locations where the pressure requirements, as determined b applicable Buildin .c60C do �ot�exeeed the 000
P q Y pp g. p>� , n .00000
design pressure values obtained by calculations in compliance with RAS 1270usir►g.the values listed in
section 4 herein. The attachment calculations shall be done as a moment based system : 0 00
0000..
6
. 1 0000..
2. PRODUCT DESCRIPTION: 00 0 *00
' '
Manufactured by Test Product
Applicant Dimensions Specifications Description
Bel Air Lenght= 17" TAS 112 Flat profile concrete roof tile equipped with two
Concrete Tile Width= 12 '/4" Type 3a nail holes. For adhesive set, direct deck or
Thickness= '/2" Class III battened nail-on applications.
Bel Air Double Eagle Lenght= 17" TAS 112 Flat profile concrete roof tile equipped with two
Concrete Tile Width= 12 '/4" Type 3a nail holes. For adhesive set, direct deck or
Thickness= '/z" Class III battened nail-on applications.
Ponderosa Lenght= 17" TAS 112 Flat profile concrete roof tile with slate finish
Concrete Tile Width= 12 '/4" Type 3a equipped with two nail holes. For adhesive set,
Thickness= '/2" Class III direct deck or battened nail-on applications.
Ponderosa Double Eagle Lenght= 17" TAS 112 Flat profile concrete roof tile with shake finish
Concrete Tile Width= 12 '/4" Type 3a equipped with two nail holes. For adhesive set,
Thickness='/2" Class III direct deck or battened nail-on applications.
Golden Eagle Lenght= 17" TAS 112 Flat profile concrete roof tile brushed finish
Concrete Tile Width= 12 '/4" Type 3a equipped with two nail holes. For adhesive set,
Thickness='/z" Class III direct deck or battened nail-on applications.
Trim Pieces Lenght=varies TAS 112 Accessory trim, clay roof pieces for use at hips,
Width=varies rakes,ridges and valley terminations.
varying thickness Manufactured for each tile profile.
® NOA No.:16-0314.06
tAre143a0rC0UN'rY Expiration Date: 10/05/21
III NIu U' _Ijxnw Approval Date: 06/16/16
Page 2 of 9
2A EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PRI Asphalt Technologies ERPF-001-02-01 TAS 112 .4v►g•2006 ......
Redland Technologies 716 Static Uplift Testing •• •Deoe 1991
0000.. f
Appendix III TAS 102 •••••• ••••%
Redland Technologies 7161-03 Static Uplift Testing •....• ••Dei. 1991 ••••
Appendix III TAS 102(A) ••• •
Redland Technologies 7161-03 Wind Tunnel Testing %WL1991 ••••••
.. .. . 0000..
Appendix 11 TAS 108 (Nail-On) ••• •.
Redland Technologies P0402 Withdrawal Resistance Testing o;screv;vs. . Seat. 1993 0 0 60*0
smooth shank nails •
. . 000000
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing •�Ae$ 1994 •
1994 TAS 108 (Nail-On)
Redland Technologies P0%47-01 Wind Tunnel Testing Aug. 1994
TAS 108 (Mortar Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering, Inc. TAS 101 (Mortar Set)
The Center for Applied 25-7094-(2, 5,& 8) Static Uplift Testing Oct. 1994
Engineering, Inc. TAS 102
The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995
Engineering, Inc. TAS 102
The Center for Applied 25-7214-(1, 5 ,& 8) Static Uplift Testing March, 1995
Engineering,Inc. TAS 102
The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995
Engineering, Inc. TAS 102
The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995
Engineering, Inc. TAS 102
The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996
Engineering, Inc. TAS 102
Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998
Service 520111-4 TAS 101
Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999
Service TAS 101
Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep.2006
Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep. 2006
ATL of South Florida RT 1214.01-15 TAS-112 12/17/15
® NOA No.:16-0314.06
P"<YAl"9i1;ADF C60144YY
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 3 of 9
3 LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 sULl i•
required, refer to applicable Building Code. .•. •••• •
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quart;r V4Ft in •.
accordance with TAS 112,appendix `A'. Such testing shall be submitted to the MiarM tUcje County Product
0::::*
000 ••'
Control Section for review. •••••.
..
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applicat%t�%5 andarjs h5l�vti •
section 4.1 herein. .0 0.0 0 0
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof Pepe unless slated 0000..
otherwise by the underlayment material manufacturers published literature. •••••• •
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall b in coMplian:Q y}14 ••••••
applicable Building Code. : .0. • ;0000;
4 INSTALLATION:
4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle
Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118,RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w )
Tile Profile Weight-W (Ibf) Length-I (ft) Width-w(ft)
Bel Air, Bel Air Double Eagle, Ponderosa, Golden 11.4 1.42 1.03
Eagle, Ponderosa Double Eagle Flat Tile
Table 2: Aerodynamic Multipliers -A (ft3)
Tile Profile A (ft3) A (ft3)
Batten Application Direct Deck Application
Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278
Eagle, Ponderosa Double Eagle Flat Tile
Table 3: Restoring Moments due to Gravity -M9 (ft-Ibf)
Tile 3":12" 4":12" 5":12" 6":12" Greater than
Profile 7":12"
Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Double Eagle, Deck Deck Deck Deck Deck
Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07
Golden Eagle,
Ponderosa
Double Eagle Flat
Tile
NOA No.:16-0314.06
MU*Mt DADE COUUTYExpiration Date: 10/05/21
M1111««1111111 4 Approval Date: 06/16/16
Page 4 of 9
Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" plywood) (min. 19/32" plywood)
Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 : 17.2 '• •;•
Air Double 1-10d Smooth or Screw 7.3 9.8 •• 8 •• •
Eagle, Shank Nail •
Ponderosa, 2-10d Smooth or Screw 14.0 18.8 0000 .. -4.4 ;• ••;
Golden Shank Nails : .. ..
Eagle, 1 #8 Screw 30.8 30.8 •••••• • 18.2 ••
Ponderosa 2#8 Screw 51.7 51.7 •• •• 24.4 •• •••
Double 1-10d Smooth or Screw 24.3 24.3 : 24.2 •.
Eagle Flat Shank Nail Field Clip) 000000
Tile 1-10d Smooth or Screw 19.0 19.0 ••0• •�0 22 Il 0• ••�
Shank Nail Eave Clip)
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nails Eave Clip)
2-10d Ring Shank Nails' 50.3 65.5 48.3
1. Installation with a 4" tile headlap and fasteners are located a min. of 2'/" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Profile Tile Application Attachment Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden Adhesive' 31.32
Eagle, Ponderosa Double Eagle Flat Tile
1 See manufactures component approval for installation requirements.
2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams.
ICP Adhesives Polyset®AH-160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile Tile Application Attachment Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden ICP Adhesives Polyset®AH-160 118.93
Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset®AH-160 40.44
3 Large paddy placement of 45 grams of Pol Pro T^^
4 Medium paddy placement of 24 grams of Pol Pro TM.
Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf)
for Mortar Set Systems
Tile Profile Tile Application Attachment Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Mortar Sets 43.9
Ponderosa Double Eagle Flat Tile
5 Tile-Tite Roof Tile Mortar.
afKF �crf NOA No.:16-0314.06
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 5 of 9
5. LABELING :
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below),or following statement: "Miami-Dade County Product Control Approved".*•••0•
0000..
E El,A GL
0000..
0000..
0000..
0000 ..
00'00• :000:0 0 0 0 0.0
. 6 . . .0006.
0
666666
6
FLORIDA •••' ••• • 0 0
(LOCATED ON UNDERSIDE OF TILE)
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL,SUMTERVILLE 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.:16-0314.06
N +MIGAOFCOUNI-f
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 6 of 9
PROFILE DRAWING
_,,fir ......
0000•• •
•
'• 046006 • • •
••• • •6 99.00
• • •f • 0.•66
•00, 60••64
•0006V 6 •
• • • • •44.6•
40.44•
:W9.000
• • •6040•
IL
34
.i
p11e :�'" ..tea►'
BEL AIR
µ
17#1
1 121V
IX
BEL AIR DOUBLE EAGLE
NOA No.:16-0314.06
rt"iC-ct7uNExpiration Date: 10/05/21
�E,144Z amw Approval Date: 06/16/16
Page 7 of 9
4C>
a._ • •
...•.<r • •••.••
7 " •..• •• •.•.•
• • ..••..
•
•
••
PONDEROSA
17
w n 12-s
PONDEROSA DOUBLE EAGLE
rtzarsiti,abtNOA No.:16-0314.06
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 8 of 9
...... . ......
1f ..'.r-.. • •
. .
• ....••
• • . •
00*0
GOLDEN EAGLE
END OF THIS ACCEPTANCE
d
NOA No.:16-0314.06
Expiration Date: 10/05/21
SII Approval Date: 06/16/16
Page 9 of 9
t e
1`11AMI-CW 1=
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,FiojWj:J175-2474
Ts(786.-315-2590•F(786)315-25"••�•
NOTICE OF ACCEPTANCE (NOA) h w.Miamid'J�4!6p•A•b,/economy ••
Boral Roofing LLC. ...... •
7575 Irvine Center Drive,Suite 100 ..
Irvine,CA. 92618 •••• •• •••••
...... . . .....
.. .. . ......
SCOPE: •
This NOA is being issued under the applicable rules and regulations governing the use of cclhsti'Uc:ion materials. The. •
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pr4oduct ConttaV' ection to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdic*en (AHJ).000. • Voss:
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,modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: BORAL TileSeal
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 beeri 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 revises NOA#12-0417.06 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
ouNTY � NOA No.: 12-1219.01
MIAMI.DADe c
f Expiration Date: 07/31/17
Approval Date: 01/10/13
Page I of 4
ROOFING COMPONENT APPROVAL
Category: Roofing ,
Sub-Category: Underlayment 0000..
Material: SBS •• •, 0
0000..
.....4 0000..
PRODUCTS DESCRIPTION: •• :0000:
0000 ..
Test PrUtltRt •• •••••
Product Dimensions Specification DeWbtd)n ,,,,,,
4.04.
.. .. . 0000..
BORAL TileSeal 36"x36' rolls TAS 103 SBS self-adhering aspba)xsbeet material with a ,•
36"x 72' rolls white glass re-enforces poly:ster surfacity fabric;..:.
000
for use as an underlayrent in sloped roo0d' 4
0046..
assemblies. •• •'• •
MANUFACTURING LOCATION:
1. Brentwood,NH
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02
IRT-Arcon, Inc. 02-012 TAS 103 02/28/02
PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02
PRI Asphalt Technologies, Inc. NEI-008-02-01 TAS 114(H) 07/30/02
PRI Construction Materials NEI-045-02-01 ASTM D 4798 &ASTM G 155 08/08/07
Technologies,LLC.
NEI-053-02-01 ASTM D 4798 &ASTM G 155 05/01/08
NEI-076-02-01 TAS 103-/ASTM D4798 02/14/11
NOA No.: 12-1219.01
MIAMI•DADBCOUNTY Expiration Date: 07/31/17
Approval Date: 01/10/13
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood,non-insulated
0000..
0000..
Deck Description: 15/32" or greater plywood or wood plank 00 • 0 0 0
0000..
•....• . 0000%
System E(1): Anchor sheet mechanically fastened deck, membrane adhered. 'sees* ;s e e s;
0000 ..
0 0 0
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a�`nimum 4" ieacrfap and:o*e"
6"end lap mechanically fastened to deck with approved nails and tin Ftp$¢" o.c. Itothelaps an¢���•0
two staggered rows 12" o.c. the field of the roll. 00000* 0•
. 0 0 . 009000
Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 0
6"end lap.Place the first course of membrane parallel to the eave, rolltng tite mentbmped o
obtain maximum contact. Remove the release membrane as the membrane is applied. dtrtical
strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic.
Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile,
Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies.
l
NOA No.: 12-1219.01
MI M4DADE COUNTY
. Expiration Date: 07/31/17
Approval'Date: 01/10/13
Page 3 of 4
LIMITATIONS:
I. Fire classification is not part of this acceptance. • •
2. This acceptance is for prepared roofing applications. Minimum deck requirements scall be in ccH�Fll ce with....
applicable building code. BORAL TileSeal underlayment shall be installed in strict cox pli6ce with
:06 .�
Building Code. •••�•• • ••••••
3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with'a*Nlree of id egu laritie*...9:
00
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane.q.s.:'recovc*r*l1 t'may b�..•
applied over a roofing Base/Anchor sheet underlayment. 000000 09:00'
0000..
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof fof'1o11ger thaA 180 days Of••;•
application. :":': ' 00
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 wben tge*s are t&t"directjy•00,
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pilr.Vs$neater an 6;12". ;"";
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this prd tact with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami-Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products,wind uplift resistance,and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the 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. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment,and sealed using an SBS modified mastic.
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
MIAMI•DADE COTY
END'OF THIS ACCEPTANCE
NOA Na.: 12-1219.01.
MIAMI-DAD;COUNTY Expiration Date: 07/31/17
Approval Date: 01110113
Page 4 of 4