RF-10-19-2529, 29 NE 106th StMiami Shores Village
ENTERED
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
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑■ ROOFING
OCT 2 4 019
0Y.-
FBC 20 b4-�
Master Permit No. V-I(-- 10 - I G " C5 Z9
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 29 NE 106 St
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11 -2136-006-0270 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Margarita Pardo VT.-T' s! St. Phone#:305-308-4267
Address:29 NE 106st
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name:
Email: maggip@yahoo.com
hone#:
CONTRACTOR: Company Name: Pioneer Roofing Co LLC Phone#: 954-920-7688
Address: 2026 Grant St
City: Hollywood State: FL Zip: 33020
Qualifier Name: Lanny Gelfand Phone#:
State Certification or Registration #: CCC058041
DESIGNER: Architect/Engineer:
Certificate of Competency #:
hone#:
Address: 1 City: State: Zip:
Value of Work for this Permit: $ ���� d� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition
Description of Work: Reroof \ I�..J�-� F`, l
Specify color of color thru tile. -,v�c� G• ��� tom,
Submittal Fee $ 5 " Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
Double Fee $
Bond $ C5100 - (5�O
TOTAL FEE NOW DUE $ 4- 1
-:::� c=I-3 2-6
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. /11"1
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
dayof QGA %1i , 20 i r"'� by
;who is personally known to
me or who has produced i� '�L as
identification an hn didke-an-eaNr-"""'
ANDREW 1NHARTON
NOTARY PUBLIC ,; •w` MY C,,k,tin;SSION # FF954573
EXPIRES January 26. 2020
a M1: , n'ndl Gl(f
FtnncLaNM.a'yS
�dD14'4�'
Sign:
Print:
The foregoing instrument was acknowledged before me this
/ 1 day of )0iL 20 1/7 by
/Ll—x G.1 N , who is ally know to
me or who has produced
identification and ;H
NOTARY PUBLIC: ='q
Sign:
Print: 11,041v
Seal: Seal:
s iaKVWMEW WHARTON
MY COMMISSION # FF954573
oriti•' EXPIRES January 26. 2020
3A1'1_G' S3 Flo�Naa•ysnvw:e c wr
as
**..•***r*******ss************s s*sss**•****ss***rrs****ss****ssr*ssss**s**.******s*sss*.*ssss**s•********
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY
F1 riddoapr
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
THE ROOFING CONTRACTOR HEREIN IS CERTIFIED UNDER THE
PROVISIONS OF CHAPTER 489, FLORIDA STATUTES
GELFANL� r�.ANNY-
PIONEER ROOFING COMPANY INC
2026 NT ST
HOLLY /OOC .AFL 33020-3546
LV
LICENSE NUM1k : 0t'8
EXPIRATIt.`N16 ►TE: xAUGUST 31, 2020
Always verify licenses online at MyFloridaLicense.com
RIMgATZ0
Do not alter this document in any form.
This is your license. It is unlawful for anyone other than the licensee to use this document.
115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-195 _ 954-831-4000
VALID OCTOBER 1,2019 THROUGH SEPTEMBER 30, 2 2
DBA: Receipt#:18550
Business Name: PIONEER ROOFING COMPANY LLC Business Type: (ROOFING ROOFING/SHEET METAL
TR
Owner Name: LANNY GELFAND Business Opened:11/17/1982
Business Location: 2026 GRANT ST State/County/Cert/Reg:CCC058041
HOLLYWOOD Exemption Code:
Business Phone: 920-8880
Rooms Seats Employees Machines Professionals
10
For Vending Business Only
Number of Machines: Vending Tvae:
Tax Amount
Transfer Fee NSF Fee
Penalty Prior Years
Collection Cost
Total Paid
27.00
0.00 G.00
0.00 0.00
0.00
27.00
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is
non -regulatory in nature. You must meet all County and/or Municipality planning
WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when
the business is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business is legal or that
it is in compliance with State or local laws and regulations.
Mailing Address:
LANNY GELFAND
2026 GRANT ST
HOLLYWOOD, FL
33020
Receipt 13B-18-00007933
Pahl 08/21/2019 27.00
Summary Report
Property Information
Folio:
11-2136-006-0270
Property Address:
29 NE 106 ST
Miami Shores, FL 33138-2034
Owner
MARGARITA PARDO
TERESA N ACOSTA
Mailing Address
29 NE 106 ST
MIAMI SHORES, FL 33138-2034
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
1,773 Sq.Ft
Living Area
1,418 Sq.Ft
Adjusted Area
1,649 Sq.Ft
Lot Size
9,225 Sq.Ft
Year Built
1948
Assessment Information
Year
2019
2018
2017
Land Value
$230,638
$230,638
$230,638
Building Value
$114,770
$114,770
$114,770
XF Value
$2,467
$2,487
$2,508
Market Value
$347,875
$347,895
$347,916
Assessed Value
$219,939
$215,839
$211,400
Benefits Information
Benefit
Type
2019
2018
2017
Save Our Homes
Cap
Assessment
Reduction
$127,936
$132,056
$136,516
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
j $25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
DUNNINGS MIAMI SHORES EXT NO 2
PB 41-78
LOT 11 BLK 207
LOT SIZE 75.000 X 123
OR 18647-1239 06 1999 1
Generated On : 10/11/2019
Taxable Value Information
2019
2018
2017
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$169,939
$165,839
$161,400
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
1 $194,939
$190,839
$186,400
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $169,939
$165,839
$161,400
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$169,939
$165,839
$161,400
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
12/01/2004
$330,000
22958-4890
Sales which are qualified
06/01/1999
$120,000
18647-1239
Sales which are qualified
11/01/1988
$88,000
13915-3118
Sales which are qualified
07/01/1985
1 $68,500
12586-1602
1 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:
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 Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address:
Roofing Permit Number:
Dear Building Official:
\
building because:
certify that I am not required to retrofit the roof to wall connections of my
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.
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 S th Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Print Name
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 1N day of �q ��'j'��-�AN�DREW WHARTON
Notary Public, Sate of Florida at Large
MY COMMISSION M FF954573
'•'ao, EXPIRES January 26. 2020
UM 398-C' 53 FlordaNalwv Sa�we aw
• 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
PIONEER ROOFING
2026 GRANT STREET * HOLLYWOOD, FLORIDA 33020-3546
(786) ROOFERS
(954) 920-7688
FAX (954) 923-2677
pioneer@pioneerroofingcompany.com
CC-0058041
JOB NAME: SAME
ADDRESS:
TO: Ms. Maggii Pardo u DATE: 10/ 11 /2019
29 NE 1061' Street
Miami Shores, FL 33138 Page 1 of 9
We are pleased to submit the following estimate on the above captioned job.
I. SLOPED ROOF
1. Remove existing tile and roofing from roof and premises.
2. Remove all damaged sheathing, fascia, and soffit. SEE NOTES BELOW.
3. Install rafter helpers, where necessary. SEE NOTES BELOW.
4. Install new sheathing, fascia, and soffit where damaged material is removed. SEE NOTES BELOW.
5. Install one (1") inch by two (2") inch pressure treated wood nailers around the entire perimeter of the roof
overhang, if required. SEE NOTES BELOW.
6. Install caulking at all seams of new fascia, soffit, and wood nailers.
7. Install white prime coat of paint over all new fascia, soffit, and wood nailers.
8. Install ONE (1) ply base sheet nailed to wood sheathing as per the newest Florida Building Codes.
9. Install twenty-six (26) gauge galvanized eaves drip around the entire perimeter of the roof overhang.
10. Install ONE (1) ply ASTM ninety (90 lb.) pound slate mopped in hot asphalt and back nailed.
11. Install ADDITIONAL ply"of ASTM ninety (90 lb.) pound slate in all valleys.
12. Install sixteen inch (16") wide, twenty-six (26) gauge galvanized metal in all valleys. Prime flange. Set same in
mastic. Flash same with TWO (2) ply mastic and membrane.
13. Install new lead flashing at all plumbing vents through roof after removing existing. Prime flange. Set same in
mastic. Flash same with TWO (2) ply mastic and membrane.
14. Install new galvanized vents WITH RODENT SCREENS after removing existing vents and/or rotary vents.
Prime flange. Set same in mastic. Flash same with TWO (2) ply mastic and membrane.
15. Install TWO (2) ply mastic and membrane flashing over the "L" flashing flange of the existing metal where the
roof changes levels and/or directions. SEE NOTES BELOW.
16. Install mastic and membrane flashing over flange of existing vents through roof. Prime flange. Set same in
mastic. Flash same with TWO (2) ply mastic and membrane.
17. Install approved flashing where the sloped roof ties into the flat roof. Seal top of same as per the newest Florida
Building Codes.
18. Install galvanized metal "HAT FLASHING" at all hips and ridges. Galvanized metal "HAT FLASHING" to
be set in mastic, primed, and flashed with mastic and membrane.
19. Install new Terracotta Clay "S" the including securing all hip and ridge to the galvanized metal "HAT
FLASHING" as per the Test Protocols for the High -Velocity Hurricane Zones outlined in the current building
code. Tile color and profile to be selected by owner from AVAILABLE AND CATEGORY ONE (1)
STANDARD COLORS AND PROFILES.
20. Remove all roofing debris from roof and premises.
II. FLAT ROOF
1. Remove existing roofing from roof and premises.
2. Remove all damaged sheathing, fascia, and soffit. SEE NOTES BELOW.
3. Install rafter helpers, where necessary. SEE NOTES BELOW.
4. Install new sheathing, fascia, and soffit where damaged removed. SEE NOTES BELOW.
"YOUR FRIENDS PIONEER ROOFING COMPANY, LLC
IN HIGH PLACES" Andrew Wharton
BY: President
When this job is accepted please sign and return one copy which will be our order to proceed with work and constitutes
the entire agreement of the parties. No verbal agreement shall be a part of this contract.
The undersigned accepts the above job at the price quoted and agrees to pay for said work ly as herein specified.
DATE /�— //— � o l 7 ACCEPTED BY:
TITLE:
(786) ROOFERS
6R PIONEER ROOFING FAX (9 4) 923-2677
,6 GRANT STREET * HOLLYWOOD, FLORIDA 33020-3546 pioneer CC-0058041041 erroofingcompany.com
JOB NAME: SAME
O: Ms. Maggii Pardo & )41-
29 NE 1060' Street
Miami Shores, FL 33138
ADDRESS:
DATE: 10/11 /2019
Page 2 of 9
We are pleased to submit the following estimate on the above captioned job.
5. Install one (1") inch by two (2") inch pressure treated wood nailers around the entire perimeter of the roof
overhang, if required. SEE NOTES BELOW
6. Install caulking at all seams of new fascia, soffit, and wood nailers.
7. Install white prime coat of paint over all new fascia, soffit, and wood nailers.
8. Install ONE (1) ply base sheet nailed to wood sheathing as per the newest Florida Building Codes.
9. Install THREE (3) ply fiberglass IV ply sheets mopped in hot asphalt.
10. Install twenty-six (26) gauge galvanized eaves drip around the entire perimeter of roof overhang. Prime flange.
Set same in mastic. Flash same with TWO (2) ply mastic and membrane.
11. Install galvanized pitch pans around all penetrations through roof. Prime flange. Set same in mastic. Fill same
with roofing cement or hot asphalt. Flash same with TWO (2) ply mastic and membrane.
12. Install new lead flashing at all plumbing vents through roof after removing existing. Prime flange. Set same in
mastic. Flash same with TWO (2) ply mastic and membrane.
13. Install new galvanized vents WITH RODENT SCREENS after removing existing. Prime flange. Set same in
mastic. Flash same with TWO (2) ply mastic and membrane.
14. Install TWO (2) ply mastic and membrane flashing over the "L" flashing flange of the existing metal where the
roof changes levels and/or directions. SEE NOTES BELOW.
15. Install CLASS "A" fiberglass cap sheet mopped in hot asphalt or in an approved adhesive.
16. Install granules in all asphalt "bleed -outs" throughout the cap sheet roofing system.
17. Install approved flashing where the flat roof ties into the sloped roof. Seal top of same as per the newest Florida
Building Codes.
18. Install aluminum coating over all exposed mastic furnished and installed by this Contractor.
19. Remove all roofing debris from roof and premises.
SUM OF ENTIRE JOB: Twenty -Three Thousand Nine Hundred Eighty -Two Dollars $23,982.00
NOTE: THE ABOVE CONTRACT AMOUNT IS VALID BASED UPON THE SCOPE OF WORK AND
CONDITIONS AS LISTED ABOVE AND BELOW:
NOTE: PLEASE SEE THE GENERAL TERMS AND CONDITIONS ATTACHED AS EXHIBIT "A" AND
INCLUDE THE SAME AS PART OF THE CONTRACT DOCUMENTS.
NOTE: AS OF APRIL 01, 2016, THE BUILDING DEPARTMENT IS REQUIRING STAINLESS STEEL
NAILS IN LIEU OF GALVANIZED NAILS. THE SCOPE OF WORK AND CONTRACT AMOUNT
INCLUDES THE COST FOR THE STAINLESS STEEL NAILS.
NOTE: FLORIDA BUIILDING CODE REQUIRES THAT ANY SINGLE-FAMILY RESIDENTIAL HOME
VALUATED AT OR ABOVE $300,000.00 AND BUILT BEFORE 1994 HAVE A MINIMUM OF A SINGLE
WRAP HURRICANE STRAP AT EACH TRUSS LOCATION WITH THE PROPER AMOUNT OF
"YOUR FRIENDS PIONEER ROOFING COMPANY, LLC
IN HIGH PLACES" Andrew Wharton
BY: /� President
When this job is accepted please sign and return one copy which will be our order to proceed with work and constitutes
the entire agreement of the parties. No verbal agreement shall be a part of this contract.
The undersigned accepts the above job at the price quoted and agrees to pay for said w ptly as herein specified.
DATE Ao - ��- Z / ACCEPTED BY:
TITLE:
0 ... ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. Process No.
Contractor's Name Pioneer Roofing Co LLC :' • ......
Job Address 29 NE 106th Street - Miami Shores, FL 33138 . , , e • *sees*
ROOF CATEGORY �' : • • . •
0 Low Slope ❑ Mechanically Fastened Tile ® Mortar/Adt esive Set Tile
...... .... .....
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood ShiltidWShakee • • • • • • •; •
❑ Prescriptive BUR-RAS 150
ROOF TYPE : • �' •
171 New Roof n Repair 13 Maintenance 0 Reroofing 1.7 Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) 475 Steep Sloped Roof Area (SF) 1,700 Total (SF) Z 175
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.
-.,- -
1
15.32
I
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope pplication)
Fill In specific roof assembly components
and identify manufacturer
(if a component is not used, identify as "NA")
System Manufacturer: - -- ��,0..v�1'i•C�
Product Approval No.: ' ` f Ofl� ,1 S
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1:51.4 Pmax2:86.2 Pmax3:129.7
Max. Design Pressure, from the specific rod c
Approval system: Mo u e •,w•-\
Deck: , 1
Type: 1N0 pt
Gauge/Thickness:
Slope:
Anchor/Base Sheet & No. of Ply(s): 1-Glass base
Anchor/Base Sheet FastenerBondin Material:
Insulation Base Layer: NA
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer: NA
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Piy(s): NA
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of Ply(s): 3- Ply IV
Ply Sheet Fastener/Bonding Material:
Top Ply: Fiberglass Cap
Top Ply Fastener/Bonding Material:
q o-
FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
Surfacing:
Fastener Spacing for AnchorpaseeSheet AtWftht:
• • •
*000
Field: _" oc Lap, # RoWes� -- O.C. .'
•
Perimeter: _k__2" oc Lap, # Row.0l � 'hoc
••••— •
• • • • •
Corner: oc @ Lap, # Rows �4� @ _ 2 " oc
• • •
Number of Fasteners Per Insulatlori Board. 0 0 0
•••••• •
Field Perimeter' ' C$m:.
• • •
Illustrate Components Noted'dhd Retails • • 0
Applicable: 0000
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
S �,Q e� � "'%A'\
P)Y-z
A
1
Dry I tx�' ��DL
i
Parapet
I Mean
I Roof
Height j
15.33
T' r
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Ceramica Verea
:,..
Notice of Acceptance Number:
• • • • • •
• • •
18-0119.02
�•�;�•
•
. .
Minimum Design Wind Pressures, If Applicable (From RAS 127 or "'
'
Calculations)•
60:00:
::
1: 39.1 P2: 68.1 P3: 100.7
�•
.....
e
.
....
.
..
Deck Type: Wood
Type Underlayment: ASTM 30#
Roof Slope:
4 : 12
Insulation: NA
Fire Barrier: NA
NA Ridge Ventilation? Fastener Type & Spacing: 1 114 RS nails w/ 1 518 Tin Caps
Adhesive Type: Hot Asphalt
Type Cap Sheet: ASTM 90#
Mean Roof Height: 12' Roof Covering: I Clay Spanish S Tile
Type & Size Drip 3x3 Galvanized
Edge:
15.34 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127" • 0 •
•�R • • •••
P x ? Product Approval M -415AA- •
(P2: 68.1 x x _ 31 = 21.1 ) - Mg: 621 = Mrz 14.9 Product Approval Mf off&& • • 0000 • • Y •
(P3: 100.7 x 2, .31 = 21.22 )-Mg: 6.21 _ = Mrs 25.01 Product Approval Mf mb • • i • •
• Y • • •
•••• • •• •••
Method 2 "Simplified Tile Calculations Per Table Below" •
Required Moment of Resistance (Mr) From Table Below Product Approval Mf • • • • • + 9900 000
Mr required Moment Resistance* • • • • • • •
Mean Roof Height
Roof Slope y
1s,
20'
26'
30' •
•
• . • • •
• 41 •
•
2:12
34.4
36.5
38.2
39.7
42.2 • •
3:12
32.2
34A
36.0
37A
39.8
4:12
30A
32.2
33.8
36.1
37.3
6:12
28A
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32A
7:12
24A
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the Fvalues are greater than or equal to the Fr values,
for each area of the roof, then the rile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(PI: x L = x w: = ) - W: x cos B = Frt Product Approval V
(P2: x L = x w: = _) - W x cos B = Fr2 Product Approval V
(Pz: x L = x w: = ) - W: x cos B = F,? Product Approval F
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Pl or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
x
Product Approval
Restoring Moment due to
Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M
Calculated
Minimum Attachment
Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = lengthProduct
W = width
Approval
All calculations must be submitted to the building official at the time of permit application.
FLORIDA BUILDING CODE 6th Edition (2017) - BUILDING
16.36
M�,�IAM�I. MIAMI-DARE COUNTY
1Z�iJ11�1 PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) ..�w.�lamla.ayim�
CertainTeed Corporation
20 Moores Road + • " •
' .
Malvern, PA 19355 0 0 0 • + 0 •
,
' �' �'
•,,,,•
SCOPE: • •
This NOA is being issued under the applicable rules and regulations governing the use of conlingjgp matAaV. he
, 0 : 0 6 •
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product J;&trol Sgi4gn to be
used in Miami Dade County and other areas where allowed by the Authority Having JurisdictiPA"). +
+ •
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product dafltA•
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) r the AightjtQ
• • • +
have this product or material tested for quality assurance purposes. If this product or material fails to perflbah+
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: CertainTeed Conventional Built -Up -Roof Systems over 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 NOA No. 16-0322.25 and consists of pages 1 through 22.
The submitted documentation was reviewed by Alex Tigera.
tEtant>�cout NOA No.: 17-1003.15
' , , , ,OVEDJ Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 1 of 22
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Cateeorv: Built -Up Roofing
Material: Fiberglass
Deck Type: Wood
Maximum Design Pressure: -60 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICAMP: - • • • •
TABLET
• •
•••••• ••••
Test
Prej;* , • •
Product
Dimensions
Specification
DesdM9fi • • • •
Black DiamondT"s Base
36" x 687'; Roll
ASTM D 1970
Self -adhering fiberglass teinft.rced modfred•
Sheet
weight: 78 lbs.
bitumen base sheet • • • • • • • •
(2 squares)
• • • • • • •
Flintlastic Ultra Glass SA
39 3/8" x 33' 11"
ASTM D 1970
Self -adhering, fiberglass reitlbrced, 9H9 • •
modified bitumen base/pjx shtt. • •
Flintglas Ply 4
36" x 1647%
ASTM D 2178
Fiberglass, asphalt impregnated ply shdd .* •
Roll weight: 40155 lbs.
Type IV
(5 squares)
UL Type G1
Flintglas Premium Ply 6
39 3/s" x 1647% Roll
ASTM D 2178
Fiberglass, asphalt impregnated ply sheet.
weight: 40 lbs.
Type VI
(5 squares)
UL Type G1
Flintglas® MS Cap
36" X 32' 10";
ASTM D 3909
Asphalt impregnated and coated inorganic glass
CoolStar
Roll Weight: 78 lbs.
UL Type G3
fiber surfaced with mineral granules used as the
(l square)
top ply in conventional built-up roof membranes.
Covered with reflective CoolStar Coating.
Flintglas® MS Cap Sheet
36" X 32' 10";
ASTM D 3909
Asphalt impregnated and coated inorganic glass
Roll Weight: 78 lbs.
UL Type G3
fiber surfaced with mineral granules used as the
(1 square)
top ply in conventional built-up roof membranes.
Yosemite.® Venting Base
39 3/8" x 32' 10"
ASTM D 3909
Mineral surfaced fiberglass reinforced buffer
Sheet
ASTM D 4897
sheet.
UL Type G3
Flintlastic Poly SMS Base
39 3/B" x 64'3"
ASTM D 4601
SBS modified, polyester reinforced base/ply
Sheet
Grade S
sheet.
Type lI
GlasbaseTM Base Sheet
36" x 98'9";
ASTM D 4601
Asphalt coated, fiberglass base sheet.
Roll weight: 69 lbs.
(3 squares)
All Weather/Empire Base
36" x 65' 10";
ASTM D 4601
SBS modified, fiberglass reinforced base/ply
Sheet
Roll weight: 86 lbs.
Type H
sheet.
(2 squares)
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 2 of 22
Flexiglas Base Sheet
Flintlastic Base 20
Flintlastic Ultra Poly SMS
Base Sheet
36" x 98'9";
Roll weight: 90 lbs.
(3 squares)
36" x 98'9' ;
Roll weight: 901bs.
(3 squares)
39 3/8" x 32' 10"
APPROVED INSULATIONS:
Product Name
ASTM D 4601 SBS modified, fiberglass reinforced base/ply
Type H sheet.
ASTM D 6163
SBS modified, fiberglass reinforced base/ply
Grade S
sheet.
Type I
ASTM D 6164
SBS modified, polyester reinforced tiaSo
Grade S
sheet. ... . ....
Type 1
...... ....
TABLE2
•••• ••
...... ....
Product Description . Aiandfacturer;.
LA, Current NOAI
FlintBoard ISO
Polyisocyanurate foam insulation
CertainTeed Cba.;,
FlintBoardx ISO
Polyisocyanurate foam insulation
Ce9&nreed Cprp.,.
ACFoam-H
Polyisocyanurate foam insulation
Atlas Roofing Corpdrlafibn
H-Shield
Polyisocyanurate foam insulation
Hunter Panels, LLC
DensDeck, DensDeck Prime
Water resistant gypsum board
Georgia Pacific Gypsum LLC
ENRGY 3, ENRGY 3 25 PSI
Polyisocyanurate foam insulation
Johns Manville Corp.
Ultra -Max, Multi -Max FA-3
Polyisocyanurate foam insulation
RMax Operating, LLC.
Structodek High Density Fiberboard
Roof High Density Wood Fiber insulation
Blue Ridge Fiberboard, Inc.
Insulation board.
EnergyGuardTM Perlite Roof Insulation Perlite insulation board
Fesco Board Expanded perlite and fiber insulation
GAF
Johns Manville Corp.
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 3 of 22
•Soo*:
•9:00
•0090
•00000
••
6900%
......
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
('With Current NOA)
1.
Dekfast DF-#14 PH3 &
Insulation fastener
SFS Group USA
Dekfast DF-#15 PH3
2.
Dekfast PLT-H-2-7/8
Galvalume AZ50 steel plate
2 7/8" x 3 %4"
XGroup USA
3.
Dekfast PLT-P-R-3
Polypropylene plate
3" x 3 '/4"
.. . ••.•
• • • W46 Group WSAO
•.•..• •
4.
#12 Standard Roofgrip &
Insulation fastener for wood
• • • • MG, 4m•
#14 Roofgrip
and steel.
• •
00000 • •
5.
AccuTrac Hextra
Insulation fastener for wood
* *'
6 6 : 0 : OMG,
and steel
�In
6.
3 in. Ribbed Galvalume
Galvalume stress plate.
3" round
0 pMG, Inc. • •
Plate
••••••
7.
AccuTrac Plate
Galvalume stress plate.
3" square
• .. • PMG, Inc...
. .
8.
3 in. Round Metal Plate
Galvalume AZ50 steel plate
3" round
OMG, Inc.
9.
Trufast #12 DP & Trufast
Insulation fastener for wood
Altenloh, Brinck & Co.
#14 HD Fastener
and steel decks
U.S., Inc.
10.
Trufast 3" Metal Insulation
Galvalume AZ50 steel plate
3" round
Altenloh, Brinck & Co.
Plate
U.S., Inc.
11.
FlintFast #12 & #14
Insulation fastener for wood
CertainTeed Corp.
and steel decks
M" C"E coin NOA No.: 17-1003.15
. , Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 4 of 22
EVIDENCE SUBMITTED:
Test Aeencv/Identi8er
Name
Report
Date
TrinityjERD
TAS 117 (B)
3503.10.06
10/10/06
TAS 117 (B)
06490.04.07-R1
06/27/07
TAS 117 (B)/ ASTM D6862
C8500SC.11.07
11/30/07
FM 4470 / TAS 114
C8370.08.08-R1
. 10/Q5/09
ASTM Physical Properties
C10080.09r08-R#
:0"21110
TAS 117 (B)
C35500.ftlf
4=Q9/11
FM 4470 / TAS 114
3513.08.02•lll . •
' au0/11
FM 4470 / TAS 114
03515.07.01+1•ki •
06127/12
ASTM D4601
C40050.09.I14•
• 49/M/12
ASTM D1970
C40050.09 0-629
09028/12
ASTM D3909
C44200.". VP • ;
O;f"13
ASTM D2178
C47250.05014 •
• tnf26/14
ASTM D 1876
C35460.05:1'$? ;
05120/15
ASTM D3909
CTR-SCI 1145:-09.16-2A
; D9(T.9j16
ASTM D3909
CTR-SC11145:09.1e-2B
' 09/19/16
ASTM D4601
CTR-SC11145.(1t VOA
: ORNW16
ASTM D4897
CTR-SC11145.09.16-4
W119/16
Factory Mutual Research Corp.
FMRC 4470
J.I. #3Y8A1.AM
03/23/96
FMRC 4454
J.I. OD3A3.AM
04/04/97
FMRC 4470
J.L 1D7A4.AM
11/09/98
FMRC 4470
J.I.2DOAO.AM
12/23/98
Underwriters Laboratories, Inc.
UL 790
R11656
01/11/13
PRI Construction Materials
ASTM D6163
CTC-066-02-01
08/09/11
Technologies LLC
ASTM D2178
CTC-123-02-01
03/13/12
ASTM D4601
CTC-124-02-01
03/13/12
ASTM D4601
CTC-127-02-01
03/13/12
ASTM D6164
CTC-190-02-01
12/02/13
ASTM D1970
CTC-199-02-01
01/22/14
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 5 of 22
•.••••
•
.0000
VOGO:
Deck Type 1I: Wood, Non -Insulated
Deck Description: 19/32" or greater plywood or wood plank attached using approved nails spaced 6" o.c. at wood
joists spaced maximum 24" o. c.
System Type E(2): Base sheet mechanically attached.
All General and System Limitations apply.
• Y
Base Sheet: All Weather/Empire Base Sheet, Flexiglas Base Sheet, Flintlastic Pdty $Mj Base Sbgq,r ... : 0 •
Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base Sheet, Yosen*g.V.Gpting BAg$pptt or .... : •
Flintglas Premium Ply 6 mechanically attac a as a aI M'Delow ...;.. a • •
Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring ON Bails an(C ftr8wd '
tin caps 8" o.c. in the lap and three rows staggered in the center of the'shm 8" o.c' " ":"•
•••••• •••• •••••
Ply Sheet: One ply of All Weather/Empire Base Sheet, Flexiglas Base Sheet, Flindutic Base 2Gr • • • • • • •
Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, aa%vo or moroplies • •
of Flintglas PlySbeet 4 or Flintglas Premium Ply 6 adhered in a full !Hopping of app0 0 0 d • • • • • •
00
asphalt at an application rate of 20-35 lbsJsq. • • • • •
Cap Sheet: One ply of Flintglas MS Cap Sheet or Flintglas MS Cap CoolStar adhered in a full *':9'p2ag of • •
(Optional) approved asphalt at an app ica on rate of 20-351bsJsq.
Surfacing: (Required if no cap sheet is used) Any coating, listed below, used as a surfacing, must be listed
within a current NOA. Install one of the following:
1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat of
approved asphalt at 60 lb./sq.
2. A two part coating consisting of a base coat of APOC #300 Non-Fibered Emulsion at
rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof
Coating.
Maximum Design
Pressure:
APPROVED'
-52.5 psf (See General Limitation #7)
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 20 of 22
WOOD DECK SYSTEM LIMITATIONS:
A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Pro4A jWtrol
Approval guidelines. All other layers shall be adhered in a full mopping of approved asrl�alt applied vAthin the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattein of the top'll}fdJr.
3. All standard panel sizes are acceptable for mechanical attachment. When applied in app` USS asphalt,,*PTO size
shall be 4' z 4' maximum. .0 0 0 0
4. An overlay and/or recovery board insulation panel is required on all applications over clbsea cell foaAliasulations
when the base sheet is fully mopped. If no recovery board is used the base sheet sbAl V �appliea ursi 0 spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribD;in pt three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ven449,tlq% Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow frost V�ritila4n. 4sphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot $ttacb*d syst4fiS Ssilll be
limited to a maximum design pressure of -45 psf. 0.0' : . ..
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 27S.1Mf.,ds
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 Professional Engineer, Registered 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed 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 i l l and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended comers and comers). (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.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 22 of 22
t
6/20/2018
TGFU.R11656 - Roofing Systems
UL Product iQ
UYP u` DOi..ft h 63b.1Yl..? All 0t[l CERM,=f .. AT5 O
The same trusted data in a modern search engine. > LEARN MORE
TGFU.Rll656
Roofing Systems
,
e Bottom
' • •
•
Roofing Systems
• • • • • •
•
....
. ..
.....
See General Information for Roofing_jystems
. • • . .
, , , ,
, , , , •
•• ••
••••
••••••
CERTAINTEED CORP
ROOFING PRODUCTS GROUP
aaib'i6•
• • •
•
•
20 MOORES RD
• •
•
• •
MALVERN PA 19355 USA 00 ' • • • • • •
Minimum 1/2-In. thick gypsum board or minimum 1/4-in. thick Georgia-Pacific Gypsum LLC'DensDecke Roofboard" or "DensDecV prime
Roofboard" or "DensDeck® DuraGuardTM Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-
G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible roof deck Classification. When this is
done, the resulting roofing system is acceptable for use over minimum 15/32-in. thick combustible roof decks. However, the butt joints in the
gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or'DensDeck® DuraGuard—
Roofboard" are to offset a minimum of 6-in, with the butt joints in the roof deck. If polystyrene Is part of the roof system, it must be placed below
the overlayment board. 1/4-in. thick (minimum) United Sates Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK® Glass -Mat
Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible roof deck In a system with any UL Classified
Insulation except polystyrene."
Any UL Classified insulation may be used underneath minimum 1/2-In. thick gypsum board or minimum 1/4-In. thick Georgia-Pacific Gypsum LLC
"DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States
Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) in any existing noncombustible deck
Classification.
The addition of one ply of "Black Diamond Base Sheet" (self -adhered), or two fully adhered Type G1 plies (hot asphalt), installed as a vapor
retarder Is allowable in any existing non-combustible deck assemblies that Include a minimum 1/2-In thick gypsum board or 1/4" thick (minimum)
Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or minimum 1/4-In. thick United States Gypsum Co. "
SECUROCK® Roof Board".
minimumeral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions indicated below.
Type GI "Flintglas Pry Sheet" Type 4 or "Fllntglas Premium Ply Sheet' Type 6 are suitable alternates for Type 15 organic felt; Type G2 or
"Glasbase Base Sheet" is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 "Flintglas MS Cap" Is a suitable alternate for Type 30
Cap Sheets. "Flex-I-Glas% "Premium Flex-I-Glas" or "Flintlastic Base 20 Sheet" is a suitable alternate for the Type G2 glass base and the Type 15
"All-Weather/Empire base sheet".
Unless otherwise Indicated, base sheets are mechanically fastened or spot mopped In place; ply and cap sheets are hot mopped in place.
Two plies Type G1 may be utilized In place of one ply Type G2.
"Flintlastic Ultra Glass SA" is a suitable alternate for Type G2 base sheet or "Glasbase Base Sheet".
"Black Diamond Base Sheet" is a suitable alternate for Type G2 base sheet or "Glasbase Base Sheet".
"Flintlastic SA Nailbase", "Flintlastic SA Midply" or "Flintlastic SA Plybase" are suitable alternates for Type G2 base sheets in Roofing Systems
(TGFU) that limit cover applications to self -adhering ply/base sheets or membranes.
EPS Insulation followed by 1/2-in. thick cover board may be utilized in any of the following roof covering systems.
The "YOSEMITE Venting Base Sheet" may be used in any of the following noncombustible deck roof systems and, where Indicated, in combustible
roof deck systems.
"Torch APP" may be utilized In any of the following systems that contain "Flintlastic STA".
"Flintlastic APP Base T" Is a suitable alternate for any Type G2 base sheet in all applicable Classifications.
"All Weather/Empire Base" is a suitable alternate for any Type G2 base sheet in all applicable Classifications.
"Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" In all applicable Classifications.
References to Type G2 base sheets includes "Channel -Vent GB".
"FlintBoard lso", "FlintBoard Iso Cold", "FlintBoard Iso-T" or "FlintBoard Iso Plus", may be used wherever polyisocyanurate Insulation Is specified.
http:/Idatabase.ul.corn/cgi-biNXYVAemplate/LISEXT/1 FRAME/showpage.html?name=TGFU.R1 1656&ccnshortitle=Roofing+Systems&objid=1074351981 &cfgid=l
6/20/2018
TGFU.R11656 - Roofing Systems
Uniform thickness or tapered Insulation may be used in the following systems provided they do not exceed the Indicated Incline or thickness.
"FlintBoardH ISO", "FlintBoardH ISO Cold", "FlintBoardH ISO WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" and "FlintBoardH ISO DW may be
used wherever polyisocyanurate insulation Is specked.
'FlintBoardH ISO T', "FlintBoardH ISO T Cold" and "FlintBoardH ISO T WF" are acceptable alternatives to "FlintBoardH ISO", "FlintBoardH ISO WF"
and "FlintBoardH ISO Cold", respectively, provided they do not exceed the indicated incline or thickness of the system.
Any UL Classified EPS, any thickness, may be used below "FlintBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold", "FllntBoardH ISO T
Cold", "FlintBoardH ISO WF", "FlintBoardH ISO T WP', "FlintBoardH ISO P', "FllntBoardH ISO NB" or "FlintBoardH ISO DD" insulation on non-
combustible roof decks provided a minimum 1-in. thick layer of "FIIntBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold", "FlintBoardH ISO
T Cold", "FlintBoardH ISO WF% FlintBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" or "FlintBoardH ISO DD" polyisocyanurate
Insulation is used. Maximum Incline shall be in accordance with Classification established for the Insulation/membrane roof covering system, but
cannot exceed 1:12.
For Combustible Roof Decks - Class A: • •
layers "FlintBoardH "FlintBoardH
1. A minimum 3-in. layer or a minimum two of 1.5-in. of ISO Cold' or ISQ 7•Cosd" is placed
directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any dL Class A roofing • • .
•
• •
assembly to achieve a Gass A fire Classification. As an alternative, any UL Classified insulation (except &PSTl!d or extruded• •
• • • • • •
polystyrene), any combination, any thickness, may be used below the 3-in. minimum total thickness of ;F41et$Q4rdH ISO Colo or
• •
"FlintBoardH ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold
•
• • • • • •
• •
adhesive. A vapor barrier (non-UL classified) may also be used below the Insulation. All Insulation jointsfriusf6gstaggei�s.p
minimum of 6-in. from the butt joints of the roof deck or from the Insulation joints directly below. The ma**r% n incline shall be in
. • • • •
accordance with the Classification established for the membrane/insulation roofing assembly, however tb%ipgjpo cannot exrW,
• • • • •
1/2:12. • • •
2. A minimum 1.9-in. layer of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold" Is placed over a mininbuin & layer of Carlislq
• •
Syntec Inc. "FR Base Sheet IS" or GAF "VersaShield FB-IS" over a combustible roof deck. The Insulatiod Is c6ve=ed with any UL
•
Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an altenWiy%,,; •
• • • • •'
any UL Classified Insulation (except expanded or extruded polystyrene), any combination, any thickness?, ma% 8% used below the
• •
1.9-in. minimum total thickness of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold". The Insulation may be loosely laid or . •
; • • • • ;
attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non-UL classified) may also be Vsed •
below the Insulation. All insulation joints must be staggered a minimum of 6-in. from the butt joints of the roof deck or froV M
Insulation joints directly below. The maximum incline shall be In accordance with the Classification established for the
membrane/insulation roof covering assembly, however the incline cannot exceed 1/2:12.
3. The addition of one ply of "Black Diamond Base Sheet" (self -adhered), or two fully adhered Type Gi plies (hot asphalt),
Installed as a vapor retarder is allowable in any existing assemblies that include a minimum 1/2-In thickgypsum board or minimum
1/4-in. thick Georgia-Pacific Gypsum LLC "DensDec k® Roofboard" or "DensDeck® Prime Roofboard" or minimum 1/4-in. thick
United States Gypsum Co. " SECUROCK® Roof Board".
For Combustible Roof Decks - Class B:
1. A minimum 1.9-In. layer of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold", or a minimum 2-in. thick layer of Atlas "AC
Foam III" Is placed directly over a combustible roof deck and is covered with any UL Classified rooting membrane used in any UL
Class B roofing assembly to achieve a Class B fire Classification. As an alternative, any UL Classified insulation (except expanded
or extruded polystyrene), any combination, any thickness, may be used below the 1.9-in. minimum thickness layer of "FlintBoardH
ISO Cold" or "FlintBoardH ISO T Cold". The Insulation may be loosely laid or attached with fasteners and plates, hot roofing
asphalt or cold adhesive. A vapor barrier (non-UL classified) may also be used below the insulation. All Insulation joints must be
staggered a minimum of 6-In. from the deck joints or from the insulation joints directly below. The maximum incline shall be in
accordance with the Classification established for the membrane/insulation roof covering assembly, however the incline cannot
exceed 1/2:12.
Unless otherwise indicated "Glasbase" Is an acceptable alternate for Type G2 base sheet in all applicable Certifications.
Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulated below, limited to 1/2-in,
Incline:
Membrane
Acceptable Alternate
Flintglas MS Cap
Flintglas MS Cap CoolStar
Flintlastic GMS Premium
Flintlastic Premium GMS CoolStar
Flintlastic GTS
Flintlastic GTS CoolStar
Flintlastic Premium FR-P
Flintlastic FR-Dual Cap, Flintlastic Premium FR-P CoolStar or Flintlastic FR-Dual Cap CoolStar
Flintlastic FR Cap 30 T
Flintlastic FR Cap 30 T CoolStar
Flintlastic GTA
Flintlastic GTA CoolStar
Flintlastic GMS
Flintlastic GMS CoolStar
Flintlastic SA P-Cap FR
Flintlastic SA Cap FR CoolStar
Flintlastic GTA-FR
Flintlastic GTA-FR CoolStar
Flintlastic FR-P
Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar
Flintlastic FR-Cap 30
Flintlastic FR Cap 30 CoolStar
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
httpJ/database.ul.comkgi-bin/M/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R11656&ccnshorUitle=Roofing+Systems&obJid=1074351981&cfgid=I
6/20/2018 TGFU.R11656 - Roofing Systems
Class A
1. Deck: NC Incline: 3
Base Sheet: — Type G2 Glasbase.
Ply Sheet: — Type G1 "Flintglas" or Type G2 or "Glasbase".
Surfacing: — Gravel or slag.
2. Deck: C-15/16* Incline: 1/2
*All joints blocked.
Base Sheet: — Two layers Type G2 or "Glasbase Base Sheet" or two layers Type G1 "Flintglas Ply Sheet".
Surfacing: — Type G3 "Flintglas MS Cap".
3. Deck: NC Incline: 3 • •
• • • • •
Base Sheet: — Two layers Type 15 "All Weather/Empire". • •
•
•••••• ••••
Surfacing: —Gravel or slag. •
••••••
4. Deck: NC Incline: 3 • •. • • • •
: • �':
Insulation: — Polyisocyanurate, mechanically fastened or hot mopped, any thickness. "•' • . •
• •;".
Base Sheet: — Two to five lies Type 15 asphalt organic or Type G2 asphalt lass hot mopped. """ • • • •
P YP P 9 Yp P 9 PP
• • • • •
• • •
Surfacing: — Gravel. • • • • • • • •
• • • • • •
5. Deck: C 15/32 Incline: 3 • • � � •
•
•
•
• • • •
••••••
Insulation: — Polylsocyanurate 1-in. minimum, mechanically fastened or hot mopped.
Base Sheet: — Three plies Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roo'fipo asifialt.
"' •
, 90
Surfacing: — Gravel. • • •
••••
6. Deck: C-15/32 Incline: 3
Vapor Retarder (Optional): — Type G2 or "Glasbase" or UL Classifed vapor retarder.
Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any
thickness.
Base Sheet: — Type G2 or "Glasbase" base sheet.
Ply Sheets: — Two to three layers of Type GI "Flintglas" ply sheet or Type G2 or "Glasbase" base sheet.
Surfacing: — Gravel or slag.
7. Deck: C-15/32 Incline: 3
Vapor Retarder (Optional): — Type G2 or "Glasbase" or UL Classified vapor retarder.
Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any
thickness.
Membrane: — Three or four layers of Type G1 "Flintglas" ply sheet.
Surfacing: — Gravel or slag.
8. Deck: C-15/32 Incline: 1
Vapor Retarder (Optional): — Type G2 or "Glasbase" or UL Classified vapor retarder,
Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber.
Base Sheet: — One layer Type G2 or "Glasbase Base Sheet".
Ply Sheets: — Two layers Type G1 "Flintglas Ply Sheet".
Cap Sheet: — One layer Type G3 "Flintglas MS Cap".
9. Deck: NC Incline: 1/2
Insulation (Optional): — One or more layers or combination of the following: Johns Manville "ENRGY 3", polyisocyanurate, perlite, glass
fiber or wood fiber, any thickness.
Base Sheet: — Two layers Type G2 or "Glasbase Base Sheet" or two layers Type G1 "Flintglas Ply Sheet".
Surfacing: — Type G3 "Flintglas MS Cap".
10. Deck: C-15/16* Incline: 1/2
*All joints blocked.
Insulation (Optional): — One or more layers polylsocyanurate, 2-1n. minimum, wood fiber, 1-in. minimum, perlite, 3/4-in. minimum,
glass fiber, 15/16-in. minimum.
Base Sheet: — Two layers Type G2 or "Glasbase Base Sheet" or two layers Type GI "Flintglas Ply Sheet".
Surfacing: — Type G3 "Flintglas MS Cap".
11. Deck: C-15/32 Incline: 3
Insulation (Optional): — Any thickness, one or more layers or combinations (optional of "Hy -Therm AP", "Hy -Therm TAPERED", "Hy -
Therm COMPOSITE", "Celo-Therm""HY-Tec (Energy-LOk)", "TRI-Star", wood flber or glass fiber, mechanically fastened or hot mopped.
Base Sheet: — Type 15 asphalt organic felt, or "Glasbase Base Sheet", nailed or hot mopped.
Ply Sheets: — minimum three plies Type 15 perforated asphalt organic felt, "Flintglas Premium Ply Sheet Type 6", "Flintglas Ply Sheet
Type 4", hot mopped.
Surfacing: — Gravel or slag.
hftp://database.ul.comlcgi-binIXYV/templatelLISEXT/1 FRAMElshowpage.html?name=TGFU.Rl l666&ccnshorftkle=Roofing+Systems&objid=1074351981 &cfgid=l
i
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Ceramica Verea
Lanza S/N 15685
Mesia (Coruna) Spain
SCOPE: '
This NOA is being issued under the applicable rules and regulations governing the use of C91;shction �1a trials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Yroduat ConW.Sdction Jq bg •
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdivt;m (AHJ).
0000
......
This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyFWduct eoOnt�ret Section:.. •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve file t1'ght to ha t9diis • • • • •
product or material tested for quality assurance purposes. If this product or material fails QATorm in th *accepted"':'
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately, *voke,modify, or.. •:: •
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke:thlg aLceptvice,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meat the :"":
requirements of the applicable building code. 0000
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: Verea "Spanish S" Grade 1
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# 16-1012.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 18-0119.02
MIAMaDADE COUNW Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub Category: Roofing Tiles
Material: Clay
1. SCOPE
This approves a roofing system using Verea "Spanish S" Grade 1 manufactured by Ceramica Verea, S.A. in
La Coruna, Spain and is distributed by Ceramica Verea, USA Corp., as described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does
not exceed the design pressure values obtained by calculations in compliance with RAS 127 "g 4he values
listed in section 4 herein. The attachment calculations shall be done as a moment bAed•syctem. ' '' • % •
.. . .... .
...... .... ......
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Verea "Spanish S" Grade 1
Trim Pieces
Verea Hurricane Clip
Dimensions
L = 19.5"
W = 10.85"
H = 2.8"
Length: varies
Width: varies
varying thickness
2.95" x 0.47" x 0.09" diam.
2.1 MANUFACTURING LOCATION
2.1.1. Mesia (La Coruna) Espana
Test
' .... *Prodflcf .. •
sees*
Specifications
• •; Description ..:..'
ASTM C1167
High pr4Le. roof t4 For direc�:'
Type I
deck, adlesile:set applica4ions. •
Grade 1
"""
ASTM C1167
Accessory trim, clay-orppolepieces for '
use at hips, rakes, ridges and valley
terminations manufactured for each
tile profile.
(Optional) stainless steel clip.
CDMIUA we couwrir NOA No.: 18-0119.02
Expiration Date:03/13/23
Approval Date: 03/22/18
Page 2 of 7
2.2 EVIDENCE SUBMITTED
Test Aaency
American Test Lab of South Florida
IBA Consultants, Inc.
PRI Construction Materials
Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Test Identifier
Test Name/Renort
Date
RT0202.02-18
ASTM C 1167
02/10/18
RT0621.01-16
ASTM C 67
09/09/16
RT0311.01-14
TAS 101
03/18/14
4709-3
TAS 101
12/21/07
CVER-013-02-01
TAS 101
12/30/13
CVER-014-02-01
TAS 102
:...03/11/14
CVER-015-02-01
TAS 100 � • • �
•...04/07/140
• �
•
7161-03 Appendix III
......
PA 102 & PA 102(A.,Y.
.... ......
Dec. 1991 .
P0402
Withdrawal Resistance. Testigg
Y Y.Y
of ; • Sept. 1903
screw vs. smooth shaff hails
•' • • • • •
......
YYYY YYYYY
25-7094-(3, 6 & 9)
PA 102 ...,,.
*,Oct. 1944*:%•
25-7120-(1 & 2)
PA 102
Nov. 1994..:.
25-7183-(3 & 4)
PA 102 •
•
Yeb. 1995
25-7214-(3, 4, &7)
� •
PA 102
• • � • •
.MWch, 1995 •
25-7804-4
PA 102
"'Sep. 1996
NOA No.: 18-0119.02
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 3 of 7
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 Regulatory and Economic
Development Department — 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 witlf
applicable building code. • •
...... .... ......
4. INSTALLATION "" •
.... . .. .....
4.1 Verea "Spanish "S" Grade 1 and its components shall be installed in strict compl!ignce with Roofing .....'
Application Standard RAS 118, RAS 119, and RAS 120. .. • • • • • • • • • • 0 •
4.2 Data For Attachment Calculations. •:': .
. . . . ......
Table 1: Average Weight (W) and Dimensions (I x w • • • • • • • •.
Tile Profile
Weight W (lbf)
1
Length-1(ft)
1
Witntow (ft)
Verea "Spanish S" Grade 1
8.0
1.625
0.904
Table 2: Aerodynamic Multipliers - A (ft3)
Tile
Profile
A (ft3)
Batten Application
A (ft3)
Direct Deck Application
Verea "Spanish S" Grade 1
N/A
0.31
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
511:12"
6":12"
7":12"
or Greater
Verea
"Spanish S"
Grade 1
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Direct Deck
6.46
6.36
6.21
6.01
5.74
5.40
NOA No.: 18-0119.02
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min.19/32"
plywood)
plywood)
Verea "Spanish S"
2-10d Ring Shank Nails
28.6 -
41.2
n/a
Grade 1
1-10d Smooth or Screw Shank
5.1
6.8
n/a
Nail
2-10d Smooth or Screw Shank
6.9
9.2
n/a
Nails
:a**:*
1 #8 Screw
20.7
8.
n/a "•':
2 #8 Screw
43.2
. A32
• n/a •
1-10d Smooth or Screw Shank
23.1
• •2 4
Nail Field Clip)
• • • • •
•
1-10d Smooth or Screw Shank
Nail Eave Clip)•
29.3
020*3 •
,, n/a • •: •
,
2-10d Smooth or Screw Shank
27.6
.6
Poe
n/a
Nails Field Clip):
• :
,•
.,..:
2-10d Smooth or Screw Shank
Nails Eave Clip)•
38.1
3001
..
•• n/ao
Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min.19/32"
plywood)
plywood)
Verea "Spanish S"
2-10d Ring Shank Nails'
33.1
48.1
n/a
Grade 1
1 Installation with a 4" the
headlap and fasteners are located a min. of 2'/2" from head of tile.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Verea
ICP Adhesives Polyset AH-160
63.212'
"Spanish S"
ICP Adhesives Polyset AH-160
58.62
Grade 1
1 Large paddy placement weight 34.6 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160.
2 Medium paddy placement weight 24.5 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-
160
APPROVED
NOA No.: 18-0119.02
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 5 of 7
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
VE REA PAI N CE
LABEL FOR VEREA "SPANISH S" GRADE 1
(LOCATED ON THE SIDE OF TILE)
......
G. BUILDING PERMIT REQUIREMENTS:....
'..' ;
.
..
•
6.1 Application for building permit shall be accompanied by copies of the follovvsn:
"
"
• •' • • •
.....
6.1.1 This Notice of Acceptance.*Sao
.
• • •.
6.1.2 Any other documents required by Building Official or Applicabf6buil8ing
c0d8jvbrder49.
.,
properly evaluate the installation of this system. 000000
....
.... ...
....
....
......
00
. .
. .
......
......
......
.. .
. ..
. .
.
....
NOA No.: 18-0119.02
MAW Du4DE COUNTY Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 6 of 7
PROFILE DRAWING
1C
VEREA "SPANISH S" GRADE I
r
VEREA HURRICANE CLIP
NOTE: USE OF CLIP IS OPTIONAL. REFER TO MANUFACTURERS PUBLISHED INSTRUCTIONS FOR
INSTALLATION DETAIL
END OF THIS ACCEPTANCE
NOA No.: 18-0119.02
CKAMMADECMOU Expiration Date:-0113/23
9.02
Approval Date: 03/22/18
Page 7 of 7
GREEN SUSTAINABLE ATTRIBUTES (GSA)
SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The
documentation submitted has been reviewed by Miami -Dade County Product Control Section.
......
....
......
....
. ..
.....
......
....
.....
.. ..
....
......
. .
. .
......
.... %
NOA No.: 18-0119.02
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 8 of 7
■ - ■
�OUNiY
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadeaw/economy
ICP Adhesives and Sealants, Inc.
12505 NW 40 Street
Coral Springs, FL. 33065
SCOPE: '
This NOA is being issued under the applicable rules and regulations governing the use of;.oJ► 4ction7wi ials. The •
documentation submitted has been reviewed and accepted by Miami -Dade County RER -PWAWJ FontrAl.5%gton to W..:.
used in Miami Dade County and other areas where allowed by the Authority Having JurisdirtIQ4 4QHJ). .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product t:ontrol• Section
•.. • ••
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve ftij&V to have $•i%prodt•*Lcl••;. • •
or material tested for quality assurance purposes. If this product or material fails to perfornija he'accepW manner, ft....
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,•modil�, or suspend the use .'
of such product or material within their jurisdiction. RER reserves the right to revAe t%i9 accejt n e; if it •is • • : •
determined by Miami -Dade County Product Control Section that this product or material falls tpVeet the requiremegti..
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: ICP Adhesives Polyset® AH-160
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 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Rooting
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile syster4s usingVCP • •
Adhesives Polyset® AH-160. 4.0
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions Test
Specifications
ICP Adhesives
N/A TAS 101
PolyseeAH-160
ICP Adhesives Foam
N/A
Dispenser RTF1000
ICP Adhesives ProPacV
N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
...... ....
ProduclDyriutioL
•...•
...... of .....
. .
. .. ... ......
Two component pot Methane imam adhesive . •
. . . . ......
0.
Dispensing Equipment •
. ......
9.%. .
Dispensing Equipment
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Prove Test Results
Density ASTM D 1622 1.61bs./ft.'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 400 F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
MIAMM ADE COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[l]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
Date
04/08/94
12/16/96
' 10/25/95
SSTD 11-93
11/02/95
SSTD 11-93
12/12/95
..•.••
ASTMD 1623
02/01/94
••••�•
••.
.
......
....
......
ASTME 108
Y,,,,Y
91/30193
;••••;
ASTM E 108
......
1 ILLG/94
..:..'
ASTM E 84
.. 0 •. •
04;M/95
......
.•.•..
.
TAS 114
034LJ. 6
"•••••
ASTM D 1623
:
64/18/12
......
TAS 101
.'.
00 0
02AIf/32
•
TAS 123
��••
TAS 101
TAS 101
TAS 101
10/23/98
12/28/98
03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH-160.
2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance yvith ttoofinjApplitation• • • • • •
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and%Utnttnance $ppldet. • •
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by.1C•P Adhe%N and ...
•' •
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applica%rs ot5•the authorIV having....
00
jurisdiction. • • •
.... . .. .....
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is teIttirld before icatioR.:..
of any adhesive. The mix ratio between the "A" component and the "B" component sl►i�ll'be maintiiitltti betweeYr • • • •
1.0-1.15 (A): 1.0 (B). ""•' •
. . . ......
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTO000 4" .
Adhesives ProPack® 30 & 100 dispensing equipment only. .. 0 . ..
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. . • 0
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset® AH-160 has been dispensed.
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
17-23 sq. inches
A�tiS.
Flat Profile
#2
10-12 sq. inches '.
.20.
Low Profile
#2
12-14 sq. inches
: " 0300 • • •
High Profile
#2
17-19 sq. inches .
.. 0.30.
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches ate
12 gram .fie rpaddy
head of tile 9-11 sq. inches .
•
.. .... ...
overlap , .
• •
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (I each longitudinal
17 grfas� bead:
edge) 20-25 sq. inches each
• • •
bead
•
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
Mu�owE c
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
MIAMFGADE COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
r
ADHESIVE PLACEMENT DETAIL # 1
NO thmuph plastic c4wmm Paddy Wmaml%T s?
lolhrOquitid} may` i
thridrrt•ym.nt .�j, { y ° y�.r� i
EawCourm
D�
10 iat.' . Fascia
Ewe GwYr• _._ X �'` �l `
Nall1hroushpUstk cemem
Iwhern required;!
1t11mit
tti 21a.w16
B,attcws Qpti�al
P.ddy ls"Noth Tirl l
Ltwe [haute
Fasda
Na tMeu#+ pledic
P,rAaro t cdV _ Prldf IB.n.dhTIM
r
r
3 In. w d• ,
Ban
tam % yll si
nal
Errecaurse ,��'x Fists
- f _k1 ihepwote
Ea
1` •edwsare
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set. • • • • • •
2. Continue in same mannRet Dtbre appfftfnately t7 • • • •
(109.7 cm2) — 23 (1484 &Y j Square inch adhesi k ...:
contact with the underside o{ the tilei • • • • •
.... . .. .....
.
...... .... ...•.
•
•••••• • •
80906
• • • • •
Medium Profile / Double Path Tile : • • • 0 •
0000
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm') square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
kQ *rough pkaxit som" ►.ddr ll:�n.a+6 1
RMhen requittd�, ri
2
SatD ra •p"nal
6a"Cour,.
tplr� k Fasda
/ r
Em [loswe-_—
(Nail throvph plastic cement
dwhen n�iredl
r
,�✓' �� pa8dy leien.,wk tlla}
ant f
Pin
2 in. r
-
r
10
r
Fw• Course ""f Fame"
r' r
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the cAilock of
the tile being set. Insure approxi nately 17 •(109.7 cmi)� •
— 23 (148.4 cm2) square iricl; idesive es* ** with the.....
underside of the tile. •
2. At the second course, apply r4xinimur> 2':('b.8mn&)e • • •
x 7" (177.8 mm) x 1" (25 4•j"t foam pa tlyonto the: • • •
underlayment positioned Vsl?(twn undulhe • • • • • •
strengthening rib closest tatNINIrerlock oirthe tile •,
• • • • ••••••
being set. ..... •
. •.••.•
3. Continue in same manner. Insure apprm%ijrl�tely 10"
•
(64.5 cm') - 12 (77.4 cm') square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm') —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm') square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail timough plastk to -1
4when moulwd5 ` . yddr 16.wwtaTil.p
a 6L \ -
eattsnd eptlaaii lA
i
�} Eeve toueseFascia
10 'y 2 M. de"M
014pedge
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest tp*tbe overlock of the • • • • • •
tile being set. Insure approxll'hately 17 l;rW.7Fm2) — •
.. ......
23 (148.4 cm2) square inch a esl. ve con{ac. .l with the
underside of the tile. • • • • • •
.... . .. ....
2. At the second course, apply 4"gimum 2; jjQ.8m4 • • •
x 7" (177.8 mm) x 1" (25.4inv-o%am paddy onto thy....
underlayment positioned as4sllown under the pan
portion of the tile closest to the overloct of'.ft tile • • • • • •
being set. •
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
pawytlesi
tile)
4�
4X41n `-
paft
on "r 2 x 4 in.
a
10ia<,
r
_ mchm"
mmmmmmoma
Het&M Pte1/eTie
IftudmoopbsWommm
mop
s4in.
pfttitI tie
paftom. dksr
MESH pmaleTYe
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x I " (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the the for low or high prpfile yle closest
to the overlock of the the being set. L'eaW ......
approximately 4" (101 16•mm}up from-tks a ave •
edge free of foam to prei e4t•ttie expanded adhesi,�" • • •
from blocking the weep 2 tMf Insure . ; • • •
approximately 17-23 in2'(M.7-148:Qcm!)of '
adhesive contact with the underside of tte- tile '.... •
...... .... .....
.. .. .... ......
2. Apply a 4" (101.6 minix a (101.6 mm) x I" (25.4..:.
mm) foam paddy onto the underlayrUNjust below
the second course line peritioned fogm paddy •
under the strengthening rib for flat tile,*8f under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in (51.6-58.1 cm') of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
M1AM1-QADEC2UtMM Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Mal thwNp p9aak
paddy under die
(when required]
� yi1aetwmfiles]
Battens
Optimal
Paddy [under tmel
36,gte
an
CmngaJn 2X4i.
"�••ry
p®�ddcy
top of ile
Five Course
Weephok
la irL
Eme
Dftedge
i
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underloci of the first iodise of tiles .....
Install second course oT498. Disure apytgximately ! •
9 (58.1 cm2) - 11 (71 cmi} square inch a4latsive ! • ..:.
contact with the unders4de66the tile at 4he overlap
. •www
and 7 (45.2 cm') - 9 (5, tl- eft ) syuJie into •
adhesive contact with tWMderside•of ft the at* •; • •
the head of the tile. Con inuean same Waller.
!• w. •..• .•.w•!
•
••e..• • •
. • • • ! • • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
• I ' Y
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
in contact with the pan tile. (when required)
2) Turn covers upside down. Place adhesive in
to 1 In. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
✓;
IUnde►layment„
+ e
f O
Eave closure
(motar shown)
Fascia Board
Remove top portion of the cave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (;5.4 ipm) foam
paddy onto the underlayment posi$blittilas ......
shown under two adja** t ;an tile. &zpport eave .
tiles from rocking unfif tiftesive haseaehance to • • • a
cure. •••••• & •
2. Continue in same manner bringing twoapan .
courses up toward they j ie! Insure•: • • • • •..
approximately 65 (4 "4.ca — 70 (451.6 cm
2) • •
square inch adhesive tontac t withjhe Wdersidg...;,
of the pan tile.
Y • •
3. Turn covers upside down exposing thetinderside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (l29 cmz) - 25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
S. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
r
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 4S provide;e-"ger with •
the required roofing permit, and to explain to the owner the content of the section. TftepV*ions ofSeCtion R44020•
govern the minimum requirements and standards of the industry for roofing system it MIlittons. Additionally, th&....:
following items should be addressed as part of the agreement between the owner antihe ientracti . •Tj; •owners,... •
initial in the designated space indicates that the item has been explained. • •,... .... ..:..'
.. .. .... ......
2. Renailing wood decks: When replacing roofing, the existing 6 d;of de&w4.have tb*
be renailed in accordance with the current provisions of Section R4403. (Tht roof deck is usually : • • • •
concealed prior to removing the existing roof system). •
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintai ' e appearance.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not o edoaded from a buildup of water. Perimetededge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. y be necessary to install overflow
scuppW in accordance with the requirements of Sections 402 03 and R4413.
owner gents Signature Date Contractor igna 4ate
�� QC 10 G S1
Property Address "�� t�� Permit Number
Revised on 7/9/2009 LD;07/01/2015;
A. Tomassi Roof Testing, Inc.
5451 NW 241 Street, Suite # 3
Margate, Florida 33063
TAS —106 Tel. 954 — 979 —1180
Fax. 954 — 979 —1182
Roof Tile Static Uplift Test Report
Test Date:
January 20", 2020
Project:
Pardo Residence
29 NW 106' Street Miami Shores, Florida
Contractor:
.P' fin , Inc.
Permit #:
RF-10-19-252
Roof Pitch:
Tile Installation Date:
January 16th, 2020
Attachment Method:
Poly Foam
Tile Type:
Verea Ceramica Tile
All testing is in strict accordance with the 2017 Florida Building Code,
High Velocity Hurricane Zone Testing Application Standard (TAS) 106
Each Test location was pulled using a Imada Force Gauge to a minimum of 35 lbs.
TEST SUMMARY:
Roof Area Total # of Tests # of Tests Passed % Passed
Field
14
14
100%
Corner
10
10
100%
Perimeter
53
53
100%
I i (Approximately 45 Total)
6
6
100%
Ridge (Approximately 39 Total)
5
5
100%
TEST RESULTS: PASSED
See Attached Sketch For Further Details.
Report Reviewed by:
1p 0
Dominick Scarfo, A 610248
Dade Countv Certified Testiniz Aaencv # 17-0719.01 Revises: # 03-0317:03
Testing * Design Specifications * Management * Litigation * Quality Assurance
18'
30'
M
TAS -106 Test Locations
T = Tested Tile and Passed
F = Tested Tiled and Failed
H = Hip Tile Tested and Passed
R = Ridge Tile Tested and Passed
18'
1
N
Project: Pardo Residence
29 NE 106tb Street
All Dimensions are Approximate
Miami Shores, Florida
Certificate of Calibration
# KELC-640544
Kimball Electronic Laboratory, Inc.
.,.
Purchase Order #
00
KIMBALL ELECTRONIC LABORATORY, INC. A. TOMASSI ROOF TESTING, INC.
8081 W 21 LANE
HIALEAH, FL. 33016
#'q 4..0100matlon 'KEII:II°tD.: KEL 240727
Description: PUSH - PULL SCALE
Manufacturer:
IMADA
Model Number:
0-150 LBS
Part Number:
N/A
Range:
0-150 LBS
Serial Number:
294072
Customer I.D.:
N/A
Cust. Barcode:
N/A
Cust. Dept.:
N/A
5451 NW 24 STREET
#3
MARGATE FL 33063
Cal Date: 15-Nov-19
Cal. Due Date: 15-Feb-20
Cal. Interval: 3 MONTHS
Received: IN TOLERANCE
Calibration Result: PASS
Environmental Conditions: 75 DEG F / 44 % RH
Performed By: ELIU
LAGO
Procedure: SYN156
Specifications: t 1 LB Cal Location: ON -SITE
This is to certify that the above listed instrument meets or exceeds all spectficatlons as stated in the referenced procedure at the points tested (unless otherwise rated). it has
been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or
derived by the ratio type of a If -calibration techniques. This calibration is in accordance with Kimball Electronic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is
A2LA Accredited to ISOIIEC-17025:20M and compliant with MIL-STD-45662A and ANSI/NCSL Z540-1-1994. TORS when applicable are greater than or equal to 4:1; with expanded
uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of K=2 at a confidence level of approximately 95%, unless otherwise noted.
Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired.
KELI will not take into account measurement uncertainty on conditional statements such as in tolerance, out of tolerance, pass and fall. Keli's conditional statements will only take into
account the nominal value at a specific test point +/- the tolerance. Measurement uncertainty will be stated on the certificate and where applicable at each measured test point.
KELI shall allow the customer to assess and conclude if the results most their specific needs.
C�Ilibrao I'd
THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION.
PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED
Company I.D. Manufacturer Model/PN Description
KIM001 446 AKO TSD 125-S DEAD WEIGHT SYSTEM
KIM001 447 AKO TSD 2052-SB DEAD WEIGHT SYSTEM
Serial Number Last Cal. Cal. Due Date
827 22-Jan-19 31-Jan-20
624 01-Nov-19 30-Nov 20
Technician: ` _-; _ ' _ Quality Assurance:
ELIU 1 JAVIER
LAGO 15-Nov-19 12:18:50 PM BALCEIRO 15-Nov-19 12:20:30 PM
This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained In writing from KELI Labs., Inc.
Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016
Tel: 305-822-5792 - Toil Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.keillabs.com
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
29 NE 106TH ST, Miami Shores, FL 33138 1121360060270
Contacts
MARGARITA PARDO Owner PIONEER ROOFING COMPANY INC Contractor
29 NE 106 ST, MIAMI SHORES, FL 33138 LANNY GELFAND
Other: 3057545864 2026 GRANT ST, HOLYWWOD, FL 33020
Business: 9549207688 AW HARTON20@GMAT L.COM
Description: RE -ROOF TILE AND FLAT Valuation: $ 23,982.00 Inspection Requests:
R1
a:ti I y
Total Sq Feet: 2,175.00 11 211
Fees
Amount
Application Fee - Other
$50.00
CCF
$14.40
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$4.80
Roofing Fee
$250.00
Scanning Fee
$9.00
Technology Fee
$7.50
Total:
$343.20
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$343.20
Check # 17606
10/24/2019 $50.00
Check # 17605
11/19/2019 $293.20
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
4 q (f / Ili �"-�)
Authorized Signature:
/ Applicant / Contractor / Agent
Date
November 19, 2019 Page 2 of 2