RF-17-2856, ENGINEERING
4225 SW 71 Ave Miami. FI 33155
Tel: 786-398-9179 Fax: 786-800-2627
al roofinspection angmail.com
LAB CERTIFICATION #16-0510.15
SITE SPECIFIC INFORMATION
UPLIFT TEST - TAS #106
03/06/2018
Roofing Contractor CITY ROOFING
Job Address 1384 NE 104 St Miami Shores, FI 33138
Owner's Name JOSE AIGLESIAS & W BEATRICE E
Type of Tile EAGLE BELIER
Approximate Roof Height 24' feet
Approximate Square Footage of Roof
Date Tested 03/05/2018
Contact Name CANDY
Roof Pitch 4/12
25 ft2
Number of Tests 62
Permit
Date Installed
Type of Access to Roof LADDER
Required Testing Force 35 Lbs
Testing Equipment F.G.E.100
Phone # 305-248-2994
LOCATION
# OF TEST
PASS
# OF TEST
FAIL
Corner
6
Tests
6
Pass
Test
Fail
Perimeter
14
Tests
14
Pass
Test
Fail
Field
25
Tests
25
Pass
Test
Fail
Ridge
17
Tests
17
Pass
Test
Fail
TOTAL
62
Tests
62
Pass
o
Test
0
Fail
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTRYNO DEVIATIONS. THIS REPORT 15 NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT Fr IS NOT VALID FOR INSURANCE CLAIMS.
ip_
YENAN «T:• ;LEYVA •'i
PE 67416",
{
Job Address k1384 NE 104 St Miami Shores, FI 33138
Permit Number RF -12-17-2856
Roof Drawing
j.
1
.
45
14
52
47'
20
25
6
53
4
is
51
50
1
49
13
16
17
18
14
41
'
11
..�r:
$
61
i2
54
39
44
SS9
46
42
62
43
SS
7
.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
inspection Number: INSP-293309
Permit Number. RF -12-17-2856
Scheduled Inspection Date: March 07, 2018
Inspector: Alvarez, Manny Angel
Owner: IGLESIAS, BEATRICE E GARCIA &
�r�ec
Job Address:13847NE 104 Street .
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: CITY ROOFING AND CONSTRUCTION INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number (786)853-4783
Parcel Number 1122320320260
Phone: (305)248-2994
Building Department Comments
RE -ROOF TILE TO TILE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
T
March 06, 2018
For Inspections please call: (305)762-4949
Page 13 of 37
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Perm/t NO. RE -12-17-2856
Permit Type: Roof
Work Classification: Tile
Permit Status: APPROVED
Issue Date: 12112/2017
Expiration: 06/10/2018
Parcel Number
Applicant
1384 NE 104 Street
Miami Shores, FL 33138-
1122320320260
Block: Lot:
BEATRICE E GARCIA & JOSE I(
Owner Information
Address
Phone
Cell
BEATRICE E GARCIA & JOSE
1384 NE 104 Street
MIAMI SHORES FL 33138-2662
(786)853-4783
1384 NE 104 Street
MIAMI SHORES FL 33138-2662
Contractor(s) Phone Cell Phone
CITY ROOFING AND CONSTRUCTION (305)248-2994 (305)218-7901
Valuation:
$ 25,000.00
Total Sq Feet: 2500
Type of Work: Re Roof
Additional Info: RE -ROOF TILE TO TILE
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Contractors Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$15.00
$4.50
$3.00
$5.00
$300.00
$9.00
$20.00
$856.50
Pay Date
Invoice #
12/04/2017
12/12/2017
Bond #: 3592
Pay Type
RF -12-17-65810
Credit Card
Credit Card
Amt Paid
Amt Due
$ 50.00 $ 806.50
$'806.50 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFF
construction
A
AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
o in. Futhermore, I authorize the above-named contractor to do the work stated.
n i n _ re
ner / Applicant / Contractor / Agent
Building Dep - rtment Copy
December 12, 2017
Date
December 12, 2017
1
4
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
Master Permit No.
Sub Permit No.
RECEIVED
DEC 0 4 2017
Fsc 20lt.)1
2-F
ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL
El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 13 1 Ott Sr
City: Miami Shores
County:
Folio/Parcel#: r1 — 22 2 —93 z nz lv f
Miami Dade Zip: 331-=,�3
Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 3e `V OCSy- Phone#:
Address: 13T LI, Nit>q
City: S v O [ ) State: FL Zip: aSt3liallT5
Tenant/Lessee�Name: Phone#: 't¢ $53 GO 3,
Le
Email: ` <'� �<-"U�q• ( t&Ovo-.GCr"-x_
CONTRACTOR: Company Name: C I 16)012;A)
1A
Address: ZZ -71•1) St)•S (72 C 9
Phone#: � 2"5( 2.Xq4
City: /1/Ike.,--0 State: /IL, Zip: 33h0
Qualifier Name: (1\64\ ✓ Phone#: 3t)--; Z'fQ 2,('G'1
State Certification or Registration #: CCc--- 13Z -7g/ Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Zc/SG
Type of Work: ❑ Addition
Description of Work:
Square/Linear Footage of Work:
❑ Alteration ❑ New c6 Repair/Replace
.sem&
7 �fl
❑ Demolition
. "•>.i •"y,�y -. �? qtr `"%>j
Specifj color of color th iT tele a k� -��1, t a . o;? M , )_
Submittal Fee $
Scanning Fee$ _...m
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Permit'Fee $ $`'
�Cp CA CCFto/cc
Radon Fee $ GO DBPR $ cb Notary $� ---
Training/Education Fee $
Double Fee $
Bond $ S00 - O3
TOTAL FEE NOW DUE $ 36 - 50
Bonding Company's -Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City t State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will .. t be approved and a reinspection fee will be charged.
Signature'
OWNER or AGENT
The foregoing instrument was acknowledged before me this
Lday oft\ , 20 , by
.-� , who is rsona to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
**************
C6VJSo
CANDY CABOVERDE
MY COMMISSION # GG 034505
• :.i= EXPIRE : September 28, 2020
•
o4av** *PuMIc Underwriters
i1,*> 1 i.
APPROVED BY
(Revised02/24/2014)
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
30 day of N pJ _, 20 ''1 , by
who isal4c.khown to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
as
Sign: `.
Print: Gey-,�-z
Seal:
**********************
`Plans Examiner
Structural Review
r'r;w•
•••. CANDY CABOVERDE
' • :4• • MY COMMISSION # CC r,34505
wiy *#*+41,**$P1RF$be6le* 8k*.6'diF***' ****
•.No �:;.•• Bonded 'Wu Notary Public Urdarwrners I
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: Skr.46 bey'
Date: 1\ I 'L1 )k-1
Property Address: Imo$ Lt kriA��-
Roofing Permit Number:
Dear Building Official:
I t certify that I am not required to retrofit the roof to wall connections of my
building because:
'n' he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is
the owner for the above property mentioned.
Sworn to and subscribed before me this 7_.-1 day of p,J t)11
Notary Public, Sate of Florida at Large
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and th
CANDY CABOVERDE
MY COMMISSION # GG 034505
EXPIRES: September 28, 2020 %
iSOF not NiMakwaltoriscutwantsectirs
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
12/4/2017
Property Search Application - Miami -Dade County
FFICE QF TNF PROPERTY APPRAISER
Property Information
Folio:
Property Address:
Summary Report
11-2232-032-0260
1384 NE 104 ST
Miami Shores, FL 33138-2662
Owner
Mailing Address
PA Primary Zone
BEATRICE E GARCIA
1384 NE 104 ST
MIAMI SHORES, FL 33138 USA
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
Beds / Baths / Half
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
3/2/1
Floors
2
Living Units
1
Actual Area
Living Area
Sq.Ft
Sq.Ft
Adjusted Area
Lot Size
Year Built
2,747 Sq.Ft
8,850 Sq.Ft
1956
Assessment Information
Previous
Sale
Year
2017
2016
2015
Land Value
30297-0235
$309,729
$270,112
Building Value
C,729
,191
$191,191
$191,191
XF Value
,201
$1,215
$984
Market Value
rAssessed
.. 12,120
$502,135
$462,287
Value
$191,515
$187,576
$186,273
Benefits Information
Benefit
Save Our Homes
Cap
Homestead
Type
Assessment
Reduction
Exemption
2017
2016
2015
$310,605
$314,559
$276,014
$25,000
$25,000
$25,000
Second Homestead Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxab e Values (i.e. County, School
Board, City, Regional).
Short Legal Description
32 52 42
RIVER BAY PARK ADDN PB 40-72
LOT 5 BLK 4
LOT SIZE 75.000 X 118
OR 15921-3279 0593 1
Generated On : 12/4/2017
Taxable Value Information
20171
County
20161
2015
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$141,515
$137,576
$136,273
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$166,515
$162,576
$161,273
City
Exemption Value
Taxable Value
$50,000
$141,515
$50,000
$137,576
$50,000
$136,273
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$141,515
$137,576
$136,273
Sales Information
Previous
Sale
Price
OR Book -
Page
Qualification Description
09/12/2016
$100
30297-0235
Corrective, tax or QCD; min
consideration
05/01/1993
$181,000
15921-3279
Sales which are qualified
11/01/1989
$160,000
14346-3469
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:
Section A B
Master Permit No:
Contractor's Name:
JobAddress:
Miami -Dade County HVHZ Electronic Root -Pe
Section A (General. Information)
Process No:
[CITY ROOFING
/JIY NC /Dy s�
• Low Slope
O Asphaltic Shingles
❑ Sprayed Polyurethane Foam
Roof Category
O Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Other:
Roof Type
❑,. Mortar/Adhesive Set Tile
O Wood Shingles/Shakes
. . •• .
.. . .. . •
. . . •
0 New Roof l Re -Roofing 0 Recovering 0 Repair 0 Maintenaw,,,,
•. •,• ••
Are there Gas Vent Stacks located on the roof? 0 Yes 0 No If yes, what type?•.ri'Natural• ; LPGX •
Roof System Information
Low slope roof area (ft.2)
Steep Sloped area (ft.2)
26-b0
Section B (Roof Plan)
.•..
. . .
Total (ft.2) I •4‘,.. ....
. .
.
. .
.'
. .�
. '
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and oberflotiv draiitSaQclpde •
dimensions of sections and levels, clearly identify dimensions of+elevated pressure zones and location of parapets. • •
Perimeter Width (a): Corner Size (a' x a):
RECEIVED
4S DEC 0 41017
CIA Is.%
•
•
•
1
Tile Roof System
Roof System Manufacturer:
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
!EAGLE TILE PRODUCTS
Notice of Acceptance Number (NOA):
16-0314.06
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1:
39.1
P 2:
68.1
P 3:
100.7
Maximum Design Wind Pressures, (From the NOA Specific system): i4U•4 psf
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Roof Slope:
4
Roof Mean Height:
"/12"
10
Method of Tile Attachment:
ft.
I --Adhesive, Medium Paddy Polyfoam Polypro-fj
Alternate Method of Tile Attachment per NOA:
IN/A
Drip Edge Size & Gauge:
Drip Edge Material Type:
Drip Edge Fastener Type:
--3" face 26 ga.--
--Galvinized Metal --
1.25" RING SHANK
Hook Strip/Cleat gauge or weight:
-- Select Hook Strip --
Deck Type: 1--5/8" Plywood-- -
Optional Insulation:
IN/A
. . .
.. .
.. .
• • •
•
•
• •
Optional Nailable Substratti •
N/A
Optional Nailable Substratc:AttArhent:
IN/A
..
Basesheet Type:
t)N, 26-
Fastener
6
Fastener Type for Basesheet Attachment:
1.25" RING SHANK AND 5/8" TIN CAP
Tile Underlayment (Cap Sheet ) Type:
I ()Su 3cQ
Tile Underlayment Attachment Method:
SELF -ADHERED
Tile Profile:
Section E
tl'
Miami=Dade County HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values ale
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1:
39.1
xX
P2:68.1 x
P 3:
100.7
.278
47771 - Mg:
=1787371. Mg: 7.59'
= 28.00 - Mg:7.59 = Mr3:
7.59
= Mr1:
11.35
20.41
140.4
Method 3 "Uplift Based Tile Calculations PerRAS 127"
NOA Mf
NOA Mf
NOA Mf.
• •
• • •
• • • •
•• • •. •
• • • •
•
• ..
•
For Uplift based tile system's use Method 3. Compare the values for F' with the values for Fr: If the F' values are greatet•ttharf 5i equal to the'Fr values, iti ...:
each area of the roof, then the tile°attachment method is acceptable'. •••• • • • • • •
• • • •
•••• ••.•
'er-1'•
(MA F' •
•
P1: n x
P2:
P3:
xl:
x1:
x w:
=1 Ixw:I 1=
=1 IXW:
W:
11111
x cos 8:[ = Fr1:
cos'9: fl = Fr2:
xcos 9:I = Fr3:
•
•
Whereto Obtain Information to complete tile calculations
• •
•
AIO,AU
• ••• •
< NOAH
•
•
•
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7:
Mean Roof Height
H
Job Site
Roof Slope
a
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment. Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product Approval (NOA)
•
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East`C.R. 470
Sumterville, FL 33585
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.mamidadcgov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be'valid after the expiration date stated below. The Miami -Dade County Produit.Connie Ce;tiion
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve' the rigtit:o haus £his •
product or material tested for quality assurance purposes. If this product or material fails to pQripr, in the $cc'hpled
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyteleke, modify,.or
suspend the use of such product or material within their jurisdiction. RER reserves the right ;revoke this a Ee ptance, • •
if it determined by Miami -Dade County Product Control Section that this product or materiarfalis to meettittc•
requirements of the applicable building code. . . • ••• •
This product is approved as described herein, and has been designed to comply with the Floriu lding Cede'
•
•
•
•
•
including the High Velocity Hurricane Zone of the Florida Building Code. •• • ••
DESCRIPTION: Bel Air, Bel Air Double Eagle,: Ponderosa, Ponderosa Double Eagle, C'so•1deri Eagle' R • •
Low Profile Concrete Tiles • •
LABELING: Each unit shall bear a pernianent'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 codenegatively 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 f 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.
MANMADE courrr I
APPROVED
NOA No.:16-0314.06
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 1 of 9
•
••
•
•
i
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE:
This approves a new rooting system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in
locations where the pressure requirements, as determined by applicable Building Code, do not exceed the
design pressure values obtained by calculations in compliance with RAS 127 using the values listed in
section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Applicant
• •
Test Products
Dimensions Specifications Description • • • •• •
TAS 112 Flat profile concretero13114e equipped With two
Type 3a nail holes. For adhesive ryeIvairect dell
Class III battened nail -on applica.• • • • • • •
..•.
Lenght = 17" TAS 112 Flat profile concrete mottle equippeiiavith two
Width = 12 %a" Type 3a nail holes. For adhesinstptirect deckor
Thickness = Class III battened nail -on applications! • •
Bel Air Lenght = 17"
Concrete Tile Width = 12'/a"
Thickness ='/z"
Bel Air Double Eagle
Concrete Tile
Ponderosa
Concrete Tile
Ponderosa Double Eagle
Concrete Tile
Golden Eagle
Concrete Tile
Trim Pieces
r• .-1"7-17,97-4-477-•—.
. .r•� .. 1.
APNC4E3
Lenght = 17" TAS 112
Width =12 I/a" Type 3a
Thickness ='/z" Class III
Lenght = 17" TAS 112
Width = 12'/" Type 3a
Thickness ='/z" Class III
Lenght = 17" TAS 112
Width =121/" Type 3a
Thickness = %z" Class III
Lenght = varies TAS 112
Width = varies
varying thickness
• • • • •
Flat profile concrete roo'itile.vith shatergash
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile with shake finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile brushed finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Accessory trim, clay roof pieces for use at hips,
rakes, ridges and valley terminations.
Manufactured for each tile profile.
NOA No.:16.0314.06
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 2 of 9
2.1 EVIDENCE SUBMITTED:
Test Agency
PRI Asphalt Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland. Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
ATL of South Florida
PGAMORDE COUNTY
Test Identifier
ERPF -001-02-01
7161-03
Appendix III
7161-03
Appendix 111
7161-03
Appendix 1I
P0402
Letter Dated Aug. 1,
1994
P09647-01
94-084
25-7094-(2, 5, & 8)
25-7183-(5 thru 6)
25-7214-(1, 5 , & 8)
25-7487-2
25-7496-(1 & 4)
25-7804-6
520109-1
520111-4
520191-1
Calculations
Calculations
RT1214.01-15
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs.
smqoth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to Gravity
TAS -112
.. .
....
....
• •
.. ..
•.
• .
. •
• •. .
.
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
'Aug. 1994
.. .
• ••
•
May 1994
.
.
•
.
.
.... .
••
Oct' 1994 • •
....
.
....
Felx 1995
11ch, 1995
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
12/17/15
NOA No.:16-0314.06
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 shall be
required, refer to applicable Building Code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade County Product
Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein,
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable Building Code,
4 INSTALLATION: •
•
•.••..
4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle; Posaarosa 1louble Eagle
Flat Concrete Roof Tiles and its components shall be installed in strict compliance with RoofingiApvt.ation
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-) ( ►,•
Width; -w (ft)
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
Eagle, Ponderosa Double Eagle Flat Tile
11.4
1.42
•••.
•
•
.. •
.•• •
..
Table 2: Aerodynamic Multipliers - A (ft3) --
Tile Profile
A (ft3)
A (ft3)
5":12"
Batten Application
Direct Deck Application
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
0.301
0.278
Eagle, Ponderosa Double Eagle Flat Tile
Direct
Deck
Battens
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
3":12"
4":12"
5":12"
6":12"
Greater than
7":12"
Bel Air, Bel Air
Double Eagle,
Ponderosa,
Golden Eagle,
Ponderosa
Double Eagle Fiat
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
-. -,--
A?r�OVE7
NOA No.:16-0314.06
Expiration Date: 10/05/21
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
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Bel Air, Bel
Air Double
Eagle,
Ponderosa,
Golden
Eagle,
Ponderosa
Double
Eagle Flat
Tile
2-10d Ring Shank Nails
30.9
38.1
17.2.
1-10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2-1 Od Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
•- ••
•
• 348
•
2-10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9 '' •
:•32.2.
• • .
2-10d Ring Shank Nails'
50.3
65.5 ••---•
•
•-4> .
1. Installation with a 4" tile headcap and fasteners are located a min. of 2W from head Af tile. ....
•
Table 5: Attachment Resistance Expressed as a Moment Mf Man. ..
for Two Patty Adhesive Set Systems • • at
Tile Profile
Tile Application .
Ahaeliment tesistance
Bel Air, Bel Alr Double Eagle, Ponderosa, Golden
Eagle, Ponderosa Double Eagle Flat Tile
Adhesive'
31.32 • • i,
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
Eagle, Ponderosa Double Eagle Flat Tile
ICP Adhesives Polyset® AH -160
118.93
ICP Adhesives Polyset® AH -160
40.44
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PolyProTM.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile Profile
Tile Application
Attachment Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Tile
Mortar Sets
43.9
5 Tile-Tite Roof Tile Mortar.
14AMICIALIE cowry
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".
EAiiL"
FLORIDA
(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
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 6 of 9
PROFILE DRAWING
BEL AIR
• . •• •
• •
•• • •• • •
• • • •
• ••
• •
• .
•••• •••• • •
• • • •
•••• ••••
• •
••••
• • •
•• •• ••••
• • •
• • • •
• • • •
BEL AIR DOUBLE EAGLE
MAMICADE COUNTYT•
• • •
••• • • •
NOA No.:16-0314.06
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 7 of 9
PONDEROSA
•
• • •
•• •
•
•
•
•• • •
• •
• ••
• •
•••• •••'• . • •
• • • •
••••
• •
•• ••
• • •
• •
• •
• • •
•• •
PONDEROSA DOUBLE EAGLE
MANMADE COUNTY
••••
••••
•
••••
•
• •
•
• •
• •
•
• •
••• • • •
NOA No.:16-0314.06
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 8 of 9
GOLDEN EAGLE
END OF THIS ACCEPTANCE
• • •
• • •
•• • •. •
•
• •
••
••
.
•
• • •
•••• •••• . •
• • •
•.•• ••••
••••
• • •
•• •• ••••
• •
• •
•
• •
• •
• • •
• • • • •
• • •
.• • ••. • • •
NOA No.:16-0314.06
Expiration Date: 10/05/21
Approval Date: 06/16/16
Page 9 of 9
MIAMI
COUff Y
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Interwrap, Inc.
32923 Mission Way
Mission, BC, Canada V2V-6E4
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www.miamidade.eov/economv
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perfolm in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ .may ir$fittitItely
revoke, modify, or suspend the use of such product or material within their jurisdiction. RRRJeserves the right to . •
revoke this acceptance, if it is determined by Miami -Dade County Product Control Sectiexrthet this prod •
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 F1oric►a tuilding•.o e.
including the High Velocity Hurricane Zone of the Florida Building Code.• •• ••
•• •• •.1••
•
DESCRIPTION: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titaniu4* MU -30,
and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System : . . • :• •
•
•
•
• •
•
•
•
•.• • •
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# 13-0730.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 1 of 7
•
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions
Titanium® UDL-25
PLUS
Manufacturing
Location #1& #2
UDL-MD (2Ply system)
Manufacturing
Location #2
Titanium® UDL-30
Manufacturing
Location #1& #2
Titanium® PSU-30
Manufacturing
Location #3
48" x 250' rolls
48" x 250' rolls
48" x 250' rolls
36" x 72' rolls
MANUFACTURING LOCATIONS:
1. ML l
2. ML3
3. ML4
MIAMI•DADE COUNTY
APPROVED
Test
Specification
ASTM D226
Type I & II
ASTM D226
Type I & II
ASTM D226
Type I & II
TAS 103
Product
Description
Woven synthetic polymer underlayment with one
side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Woven synthetic polymer underlayment with a
chemical slip resistant gnd Lly protected coating • •• •
both sides. • •
• .•
•
Woven synthetic polynnernNerlayirerit with two
sides coated with UV pi -Welted and Aril tesistant•;••.
polymer stabilized polyprongene on lk?i?i sides.
•
Unreinforced polymer modified bitrpgp,paterial
adhered to the underside of Lpolynttr-coated, •
synthetic woven sheet. The undersitte ie liacked'
with a release film.
•
•
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 2 of 7
•
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Intertek Testing Services #3031783 TAS 104 02/19/03
3124826-01 ASTM E108 02/19/08
3119607C0Q-003B ICC -ES AC48 02/20/08
3130639C0Q-002A ASTM D226 02/20/08
3124826MID-007 ASTM E108 02/25/08
3146738C0Q-003B ASTM D 1876/ TAS 117 03/28/08
3146738C0Q-003A ASTM D226 04/22/08
Trinity 1 ERD
I35520.06.11 TAS 103 / TAS 104 06/15/11
I35520.06.11 TAS 103 / TAS 104 06/15/11
I38010.08.11 ASTM D226 08/11/11
I35520.08.11-1 TAS 114 08/12/11
I35520.08.11 ASTM D2523 / D1781 08/17/11
I44970.07.13 -R1 ASTM D226, AST131876 ; • •69
jv1 D/09/13
and TAS 114(G)• : .•. .• . •
•
.
. .
.... .... . .
• . .
•••• ....
. .
.
. • .
.. .. ••••
•
•
• •
• • •
• •• • •
•• • ••• • • •
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 3 of 7
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies of Titanium® UDL-25 PLUS or Titanium® UDL-30 applied with
minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as
noted below.
Note: Titanium® UDL-30 shall be inverted to provide a smooth bonding surface. Primer is
not required when Titanium® UDL-30 is installed inverted (printed side facing down)
Fastening:
Primer:
Ply Sheet:
Membrane:
Surfacing:
Note:
MIAMI•DADE COUNTY
APPROVED
Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered row: in the. field "MA; sheet.
.11
Metal/Tin caps shall be primed with ASTM D41 primer • '
(Optional) Titanium® PSU-30, self -adhered with minimum 3" hor•••
Qgtal lapsgJ ptinimu •
6" vertical laps. .... '
•
Titanium® PSU-30, self -adhered, with minimum 3" horizontal lapsziminimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to tht eave%ti,415g1d,
using a heavy pressure roller under safe conditions to further secure th'er•mem1 rane.•
Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
.
.
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH -160 and Dow
TILE BOND Roof Tile Adhesive.
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 4 of 7
Deck Type 1: Wood
Deck Description: 19/3211 or greater plywood or wood plank
System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies Titanium® UDL-30 applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer: Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer prior to
placement of cap sheet.
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered, with minimum 3" horizontal lapcadreinimum
6" vertical laps.' •• ••
•• • •
.•
• • •
•• ••
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps. inklminimum 6" •
.•
•
•
vertical laps. Place the first course of Titanium® PSU-30 paralle.l•to•til eave4 dein a heavy •
pressure roller under safe conditions to further secure the membraMMC' • ••••
• •
•
•
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile,'metal• •
roofing, wood shakes & shingles or slate roof assemblies. • •• •••• •
•
••
• •
Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tilefxannfactun+es'.s NOA. Jor •
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH -160 am; Dow
TILE BOND Roof Tile Adhesive.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 5 of 7
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minigium ¢"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eaveald field,
using a heavy pressure roller under safe conditions to further sector. Thal memane. •• •
o •
• ••
•
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, fodbf-bfi roof tile, tiietal
Note:
MIAMI•DADE COUNTY
APPROVED
roofing, •wood shakes & shingles or slate roof assemblies. • • • • •• •• •' •
•••• ••••
• •
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tilt rfigudfactur ;4,NOA. $4r...
foam -on tile roof assemblies, approved use with ICP Adhesives Rolys€ AH -160 and Dow ••
TILE BOND Roof Tile Adhesive. •
•• • •
•
• •
•• • ••• • • •
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 6 of 7
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly
evaluate the installation of this material.
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. 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.
4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium PSU-30, tJ9L•T1VID (211%,•••
system) / Titanium® PSU-30 two-ply underlayment system, may be used in assa?t :hing14, mechanically •
fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate/reef essembtes • • `
5. The standard "maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® P31!J'1&, Titaniurf® UDL3O •
/ Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlMfeht syste 110111 be 5'12 •
for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding tnflat tiler `•
shall be staged 2 base tiles perpendicular to slope behind a mechanically attachgsi•tlaetten or •tp;•board wj • • •
maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tik,s,). At roof slgpes greater . •
than the above limitations, the use of loading battens or toe boards are required to load the:roof tile. • '
6. Titanium Synthetic Underlayments shall not be applied over an existing roof memb;an .c a recever system. •
•
7. Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30, UDL'1l4P:2Ply •
system) / Titanium® PSU-30 two-ply underlayment system shall not be left exposed as a temporary rEEf for
longer than 90 days of application.
8. Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are
approved under a specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of
Acceptance for listed approval of this product with specific prepared roofing products.
9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing
Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If
Titanium Synthetic Underlayments are 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 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 COUNTY
APPROVED
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 7 of 7
•
"Delivering Excellence Every Day"
MIAMI-DADE COUNTY
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
has been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone Tare for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
rena d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zorml vi the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing rioof gystem> •.
• . .
3. Common roofs: Common roofs are those which have no visible delineljgi• ietween; eighbofiing
unit i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contraotor and/af
owner should notify the occupants of adjacent units of roofing work to be performed."" ••••
Ira 4. Exposed ceilings: Exposed, open beam ceilings are where the undersidVof the roof $tcking•
Lfifi �
vie 11- d from below. The owner may wish to maintain the architectural appearance;:thdrefore, roofing nail •
penetrations of the underside of the decking may not be acceptable. The owner protdeethe option of •
maintaining this appearance. • •
•
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
c . u ! 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.
.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
ove l oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
i to or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced.
Owner's/Agent's Signature:
Contractor's Signature: f
Property Address:
384 /i-
Date:
Permit Number: