RF-18-1272Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
mit
Pe it RF-5-18-1272
Permit Type: Roof
Work Classification: Tle/Fiat
Permit Status: APPROVED
Issue Date. 5/15/2018 Expiration: 11/11/2018
Parcel Number
Applicant
302 NE 97 Street
Miami Shores, FL
1132060135870
Block: Lot:
JAY BROWN
Owner Information
Address
Phone
Cell
JAY BROWN
302 NE 97 ST
MIAMI SHORES FL 33138-2406
Contractor(s)
PAUL BANGE ROOFING, INC.
Phone
(954)981-7663
Cell Phone
Valuation:
Total Sq Feet:
$ 26,236.00
3144
Type of Work: Re Roof
Additional Info: RE -ROOF TILE AND FLAT
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
$16.20
$4.88
$3.25
$5.40
$325.00
$9.00
$21.60
$885.33
Pay Date
Invoice #
05/15/2018
05/15/2018
Bond #: 3757
Pay Type
RF-5-18-67523
Credit Card
Credit Card
Amt Paid Amt Due
$ 50.00 $ 835.33
$ 835.33 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Review Roof
Roof in Progress
Renailing Affidavit
Cap Sheet
In consideration of the issuance ,o me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conf.rmity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting is permit I assume res•onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for PLUMBIN , MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDA IT: I certify tha
construction\and zo 'ng. Futhermor
oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
ze the above -named contractor to do the work stated.
tractor / Agent
May 15, 2018
Date
Building Department Copy
May 15, 2018
1
Address:
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
RECEIVED
MAY 15 1018
FBC 20►.-
Master Permit No. . B
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF
jj"� CONTRACTOR
JOB ADDRESS: 2O 1�/� 1 G��/7 S}
City: Miami Shores County: •'1 Miami Dade
Folio/Parcel#: 1 1- glo, Ol 3 -7 0
Occupancy Type:
Load: Construction Type:
Is the Building Historically Designated: Yes
Flood Zone: BFE:
❑ CANCELLATION ❑ SHOP
DRAWINGS
Zip: '3/ 3�
NO
FFE:
OWNER: Name (Fee Simple Titleholder): —0 Qtj Phone#:
20 a
City: )) ll '-1 State:
Tenant/Lessee Name: Phone#:
Zip: 33 )3
Email:
CONTRACTOR: Company Name: PP-1)) , iL I r
Address: 1 ¥'' P.
City: l-e- State: FL —
Qualifier Name: tPC) Phone#:
State Certification or Registration #: CCCO. Loci ) Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: Q,�
N l A 1 City: State: Zip:
Value of Work for this Permit: $ c;(0 • a3 W Square/Linear Foot of Work: I 1._11---/
Type of Work: ❑ Addition ❑ Alteration ❑ New
Description of Work:
Phone#: 15 _f_ ---PCP* 3
Zip: t- 3 )-7
Repair/Replace ❑'Demolition
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bohding Company's Address
City State Zip
Mortgage' Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction . I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The)oregoing instrume t was acknowledged before this
0day of , 20 , by
, who is personally known to
me or who has produced JU�VI�
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
APPROVED BY
CHRISTY GOGA
Notary Public - State of Florida
Commission # GG 102127
My Comm. Expires May 19, 2021
Bonded through National Notary Ass
as me or who has produced
Signature
The foregoing iwas acknowledged before me this
instrum
day of
^
, who is personally known to
O (.J/V as
, 20
identification and who did take an oath.
NOTARY PU :
Sign:
Print:
Seal: _,,q',,, CHRISTYGOGA
Notary Public - State of Florida
Commission # GG 102127
My Comm. Expires May 19, 2021
g
Bonded through National Notary Assn
, by
Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County
OFFICE OF THE P • IPE'TY APPRAISE
Summary Report
Property Information
Folio:
11-3206-013-5870
Property Address:
302 NE 97 ST
Miami Shores, FL 33138-2406
Owner
JAY BROWN &W DANA
Mailing Address
302 NE 97 ST
MIAMI SHORES, FL 33138-2406
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
2,977 Sq.Ft
Living Area
2,462 Sq.Ft
Adjusted Area
2,634 Sq.Ft
Lot Size
8,625 Sq.Ft
Year Built
1941
Assessment Information
Year
2017
2016
2015
Land Value
�2gd�54
$215,711
$207,224
Building Value
$183,326
$183,326
$183,326
XF Value
$;Z
$522
$425
Market Value
$442,693
$399,559
$390,975
Assessed Value
$294,420
$288,365
$286,361
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$148,273
$111,194
$104,614
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Homestead
Exemption
$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
1 53 41 6 53 42
MIAMI SHORES SEC 1 AMD PB 10-70
W1/2 LOT 11 & ALL LOT 12 BLK 43
LOT SIZE 75.000 X 115
OR 19497-4377 01 2001 1
Page 1 of 1
Generated On : 4/5/2018
Taxable Value Information
2017
2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$244,420
$238,365
$236,361
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$269,420
$263,365
$261,361
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$244,420
$238,365
$236,361
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$244,420
$238,365
$236,361
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
01/01/2001
$260,000
19497-4377
Sales which are qualified
02/01/1998
$165,000
17980-2326
Sales which are qualified
11/01/1993
$85,000
16170-0976
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:
https://www.miamidade.gov/propertysearch/
4/5/2018
DAVIE: 954-792-ROOF (7663)
N. BROW: 954-566-ROOF (7663)
S. BROW: 954-981-ROOF (7663)
DADE: 305-981-ROOF (7663)
FAX: 954-964-ROOF (7663)
1-877-981-ROOF (7663)
Paul Basle
'Rook
lac.
Propollat
STATE, CERT. CC CO33691
LICENSED AND INSURED
7000 S.W. 21 ST PLACE
DAVIE, FLORIDA 33317
Member of
Better Business Bureau
PROPOSAL SUBMITTED TO
DATE 7/5/17 PHONE 305-756-08
NAME Jay Brown
JOB NAME
STREET302 N. E. 97th St.
STREET
CRY
Miami Shores
STATE
FI
ZIP CITY STATE
33138
ZIP
EMAIL
We hereby submit specification and estimate for
PREP. WORK
Remove existing roof to a clean workable surface and
dispose of debris.
Xl Replace rotten sheathing at $ 4.00 per foot.
X
(Plywood replaced by square ft)
Install new lead flashing to all plumbing vent stacks.
Xlnstall new 26 gauge 16" galvanized metal to all
valleys and tie-ins. 0 Install
❑ Exposed XNot Exposed ❑ Install to
Xrype of root to be removed ( )• 0 Install
❑ In - - metal roof.
SHINGLES
❑ Install
0 Install
base sheet
in.y -� p
metal.
2
ngus resistant shingles.
FLAT ROOF / LOW SLOPE
Install # 30 base sheet as per code.
Install 2 plys of ply IV figerglass fett.
Xlnstati 3x3 in. eave drip metal.
) 1 Install mineral surface Fiberglass cap sheet.
/a Install tappered L ulation: Yeses No_
'Please In' . Pr
OF
under
eave
fire barrier.
TILE Clay
Install # 30 base sheet
Install 3x3 in. eave drip metal.
Install TU tile underlayment
Install Concrete tile set in Foam
❑ Repairs
Pricing includes permits, taxes and dump fees.
Includes 100 ft of wood
Includes 1/8 inch tapering on the flat
Weherby propose bambit Mar sodmart&complete ineccertmotMtn toeWeft specifications hello sum of
Twenty six thousand two hundred thirty six pbilal?(f 26,236 ,
oaisnmtbbeagdealtlbrrs Nn depnsit A0!/ day l_ 30% the delivery. lfl% upon completion.
METHOD OF PAYMENT: Cash, check or credit card
Paul Bangs Rooting kin warrants worlenarstp far a period of Five
Siedalkit Joey �hisb
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd AVe, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
inspection Number: tNSP-002263-2018
Permit Number: RF-5-18-1272
Scheduled Inspection Date: December 10, 2018
Inspector: Naranjo, Ismael
Owner: JAY BROWN
Addl'ess: 302 NE 97 ST
Project:
Miami Shores, FL
Permit Type: Roof
Inspection Type: Roofing Final
Work Classification: Tile/Flat
Phone Number:
Parcel Number. 1132060135870
Contractor PAUL BANGE ROOFING, INC. Phone Number: 9549817663
PAUL BANGE
Building Department Comments
RE -ROOF TILE AND FLAT
Checklist Item
General Comments
Passed
False
Comments
11/20/2018 SEALANT MISSING AT CHIMNEY
Inspector Comments
Passed
Failed
Correctio n
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
December 07. 2018
For Inspections please call: 305-7624949
Page 28 of 31
Jo Address dc-- v/ Permit # ✓ 1 - \
Complete the re -nailing affidavit and provide two copies signed and notarized.
Post in the permit package at first inspection
Re -Nailing Affidavit
I am a Florida Professional Engineer, Registered chitect, Licensed General Contractor,
Building Contractor, Residential Contractor, Roofing Contractor or
Person certified in the structural discipline under FS468.
I hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1
(8d round heaank @ 6" o.c. max.)
'gnat
2
Print Certifier's Name
Sworn to and subscribed before me this) , day of
Persil all known to me or or produced ID
Notary Public, Stall: Florida (si . ature)
17—/5
Date
CHRISTY GOGA
,eat Notary Public -- State of Honda
• Commission it cc 102127
My Comm. Expires May 19,2021
herded through National Notary Assn.
20 1-9
Complete Secondary Water Barrier affid and provide two copies signed and
notarized. Post in the permit package at first inspection
Secondary Water Barrier Affidavit
I am a Florida Professional Engineer, Registered Architect, Licensed General Contractor,
Building Contractor, Residential Contractor, Roofing Contractor or
Person certified in the structural discipline under FS468.
I hereby certify that the secondary water barrier has been installed and inspected by me personally it
complies wytk-alj r fremerrrts of FBC 2004 and the Hurricane Mitigation requirements.
er's Signa
'
Print Certifier's Name
Date
Sworn to and subscribed before me this day of 20
Personally known to me or or produced ID
Seal
Notary Public, State of Florida (signature
Miami Shores Viiiage
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
Date:6 — TS--I
....
'....'
Re: Owner's Name: 1�j ef0t)n ••••
•
•..
Property Address: ' 1 TX . 191
• • .
•••.
•
.... .
Roofing Permit Number: F-� g r? • •
Dear Building Official: • • •
• • • •. •.
Q...•• ..•
certify that I am not required to retrofit the roof toF/a'IGcgnnectons of my ' •
built ing because: .
• .•
•
'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00.Please attactl'pr0of 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 ediee of the So Florida Building Code (1994 SFBC)
Signature
&J2,1.-e_
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, depoes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this 8 day of AP
Notary Public, Sate of Florida at Larg
CHRISTY GOGA
c' ` Notary Public -
_ State of Florida
Commission # GG 102127
F�ox°v' [Zed
Expires May 19, 2021
Bonded Through National No ssn
• When the just valuation of the structure for purpose of ad valor m t lion is equal to or more than $300,000.00, and e • uil t g :. de , : 94
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
I 40/
(Print name and circle Licens pe)
License #:Ca.0 3349 /
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit # G 1 V (272. DATE: 5 11"I'
INSPECTION AFFIDAVIT
licensed as a (n) Contractor / Engineer / Architect,
FS 468 Building Inspector
On or about , I did personally inspect the roof deck nailing and
Secondary water barrier work at
(u2t()-?, Net,
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553 a44 F
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this 1 day of G G
Notary Public, Sate of Florida at Large
CHRISTY GOGA
Notary Public - State of Florida
Commission # GG 102127
My Comm. Expires May 19, 2021
Bonded thr; Tyh National Notary Assn.
'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
Revised on 5/21/2009
SZX 18-12-42
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.
'RAU' eiOnia-
Job Address „
Contractor's Name
ROOF CATEGORY
I Low Slope ❑ Mechanically Fastened Tile g Mortar/A
0 Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood S
0 Prescriptive BUR-RAS 150
ROOF TYPE
❑ New roof 0 Repair 0 Maintenance "'reroofing
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF)3 .97 Steep Sloped Roof AREA (SSF) 27 47
RECEIVED
MAY 15 7018
Ck
0 Recovering
Total (SF) 31 44
• .••
• •
• • •.••
Section B (Roof Plan) • • •
••• • • •••
Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ovvjflpytdrains. tgcjddldimen;
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parar is
o.
liami Shores Village_
O
�
*
IAPPROVED BY J
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE WITH AL
o f r. i s mmu p f NTY RULES AND RE
2
aa
tli
Lr
� •
• •
• • • • • •
• • • • • •
• •••
• •
•• •• •. •
••
• • •
• • •
• • •
• • •
•• • •• • • •
••
• •
•. •
ZNE
QU.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition 2017
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: Crown Building Products of FloridaLLC
Notice of Acceptance Number: 14-0102.04
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
P1: 39.1 P2: 68.1 P3: 100.7
ICP ADHESIVE POLYSET AH-160-SINGLE SET PATTY SYSTEM -LARGE
Roof Slope:
3 : 12
Steep Sloped Roof System Description
Deck Type:
• •
• • •
. • ••
• •
• • • •
5/8 Plywood
•• •
.'
••
Type Underlayment:
Ridge Ventilation?
N/A
Insulation:
•
ASTM #30 Felt
••••
• •
•
• • •
•. • •
•
N/A
• •
•• ••
•
•
Fire Barrier:
Mean Roof Height: 14
N/A
Fastener Type & Spacing:
Adhesive Type:
•
••
• • •
••
•
•
• • •
• • •
•
• • • [• •
•• • ••
1-1/4" RS Nails 6"oc lap, 2rows @ 12"oc Field
• •
Self Adhesive
Type Cap Sheet:
Weatherlock
Roof Covering:
Sanibel Concrete Tile
Type & Size Drip
Edge:
3Face 26GA Galy@4"OC
•
•'
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 M f values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method I "Moment Based Tile Calculations Per RAS 127"
39.1 0.313 12.238 8.95 3.288
(Pi: x)v = MrI Product Approval Mf 66.5
•
68.1 0.313 21.315 8.95 12.365 66.5
(P2: x 1L = ) - Mg: = Mr2 Product Approval Mf
100.7 0.313 31.519 8.95 22.569 66.5
(P3: x 7v = ) - Mg: = Mr3 Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below
Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height -'
Roof Slope 4.
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
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 Rnd Arpeals.
•• •
•
• •••
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than ibr`qal (pipe Fr valu% • •
for each area of the roof, then the tile attachment method is acceptable. •
• •
•
•
(Pt:
(F2'
(P3:
Method 3 "Moment Based Tile Calculations Per RAS 127" • • • •
• •
x L = x w: = ) - W: x cos B = Fri Product Approval F' • • • •
xL
xL
x w: = ) - W: x cos 6 = Fr2 Product Approval F' • • •
x w: = ) - W: x cos B = Fr3 Product Approval F' .... • •
•
• •••
• • •
•• •
Where to Obtain Information • '
' •
Description
Symbol
• •
Where to find • • • • ••
•
•
Design Pressure
PI or P2 or P3
RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7
•
• 1
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to
Gravity
Mg
Product Approval
Attachment Resistance
Mi.
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment
Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submit ed to the building official at the time of permit application.
•
•
•••
•
•••
•
•
••
•
••••
•
•••
• •
•.
•
•
•
FLORIDA BUILDING CODE 6th Edition (2017) - BUILDING 15.35
•
•
MIAAM
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ICP Adhesives and Sealants, Inc.
12505 NW 44th Street
Coral Springs, FL. 33065
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 perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: ICP Adhesives Polyset® AH-160
• •
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•
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• • • •
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LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, tit$�� state apgl•fpjlpwing•
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•thm, as 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 recision or clang 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.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
•
•
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions
ICP Adhesives N/A
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30 & 100
Test
Specifications
TAS 101
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOOINttich list gttacltment
resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. ""
•
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
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MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
.
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Results
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
ASTM D 1623 28 PSI Parallel to rise
ASTM D 2127 0.08 Lbs./Fte
ASTM E 96 3.1 Perm / Inch
ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
ASTM D 2856 86%
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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.
MIAMIDADE COUNTY
APPROVED
•
.
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-1PA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
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 6l G20-3 of the Florida Administrative Code.
9637-92 ASTM E 108 04/30/93
01-6743-011 ASTM E 108 11/16/94
01-6739-062b[1] ASTM E 84 01/16/95
7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
528454-2-1 TAS 101 . • . 10P2,3(�g •
•
528454-9-1 • • • • • • • •
• • •
528454-10-1 •
•• • •
520109-1 TAS 101 12/28/98
520109-2 •
520109-3 • • • • •
520109-6 • •• •
•• •• ..•
.
520109-7 . •
520191-1 TAS 101 •• •• • 03/02799
520109-2-1 • .
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MIAMI•DADE COUNTY
APPROVED
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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 with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
Adhesives ProPack® 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Ade9ires
Polyset® AH-160 has been dispensed. • • • • •
•• • . •••
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acccydwyce with t • •
'Placement Details' herein. Each generic tile profile requires the specific placement notcciat'ein. •
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MIAMIDADE COUNTY
APPROVED
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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
Area
Minimum Paddy Gram
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
head of tile 9-11 sq. inches at
overlap
12 grams per paddy
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
edge) 20-25 sq. inches each
bead
17 grams per 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 matjitg Qf the •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control App;Q�e,1" or tt�e•Mi mi- • •
•
Dade County Product Control Seal as shown below. •
MANMADE COUNTY
BUILDING PERMIT REQUIREMENTS:
••••
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•
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• • •
• • •
• • • •
As required by the Building Official or applicable building code in order to properly evaluate tlse inst 11atioiZ Qf �l�i�s
system.
MIAMIDADE COUNTY
APPROVED
• • •
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• ••
•
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•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5of11
ADHESIVE PLACEMENT DETAIL # 1
waa through plank cement
isobars r.qulrodl,
to elorlaym•tn
ti•ctaeis optional
Ern Cows*
Err. C1aiu01
Paddy (smooth de)
I•
Nall throw shrifts emend
Iwhen required)
yVod.rf+yt +t
t 0 in.:
21n.wld
atom opllonal
Caw Course -
J�.Paddy 4a+.•1thraid
Fascia
Closure
MIAMI•DADE COUNTY
APPROVED
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 manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double 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 tpAie
overlock of the tile being set. • •
.•
•• • • • • •
2. Continue in same manner.•Itrte approal imalely 1 Z
(109.7 cm2) — 23 (148.4 CI'tre) Square inchadhesive.
contact with the undersideof the tile. • • •
• • • • •
. •
•• ••
• • •
• •
• •••
• • •
•• •
•
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• • •
High Profile / Single Pan ' No • : • • •
•
1. Starting at the eave course, apply a minimum 2"
•
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• •
(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 6of11
ADHESIVE PLACEMENT DETAIL # 2
Nail through plastic turnout
When requiredl
PaddyetantathTll•a
* CYMN•- `��:<,` Fard•
MIAMI•DADE COUNTY
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 overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 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
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
•••.
•
• • ••••
•
1. Starting at the eave course, apply • a minimum 1'450.8
•
•
mm) x 10" (254 mm) x 1" (23. 'ttiM) foam rtady •
onto the underlayment position ttgs shown urftler the •
pan portion of the tile closest•to� he overlook.Af t1ie • •
tile being set. Insure approxiwit:e3¥, 7 (10g 7 cm2) — • •
23 (148.4 cm2) square inch adbNye cont v iTi the
underside of the tile. ••
• • • ••
• • • •
2. At the second course, apply min+mum 2:'(56'81nm) •
x 7" (177.8 mm) x 1" (25.4 mM) farm paddy ono the •
underlayment positioned as shown under tl:v pain
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 cm2) 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 7of11
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ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Noll through ptastk co
Iwlh•n raquIr•d)
Radt y I6•h..ah TII•)
ascia
Drip edge
MIAMI•DADE COUNTY
APPROVED
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. Insure approximately 17 (109.7 cm2) —
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 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
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•
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•
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Nail through plastic cement Paddy (between tiles)
•when required)
Battens option
4x4in.
under
single paddy
an undedaymen
Paddy (under tile)
Fare Closure
Flat/Low ProfileTlIQ
on topaid\
's4in. 4
sietgtoyaddy on
unsie tayment -*
Medium ProfileTIIe
MIAMI•DADE COUNTY
APPROVED
1. On the eave course only, 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 for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in2 (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment ft t bglow
the second course line posilione$.foam OW •
under the strengthening rib.Co.rfl at tile, or u i r the •.
pan portion of the tile, close ttttthe underiock for .
•
the second course tile to be •Mailed. Insure• • •
approximately 8-9 in2 (51.b•5.8.1 •cm2) crattlt'Sive
contact with the underside•erf•tlieitile. • • •. •
•
•• • .
..• •. •••
• • •
(Instructions continued on nexi page,•
•
• • •
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•
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9of11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Mali through plastic re:.�iii Single paddy under rife
(when required)
Battens
optional
ax 41n.
single 2 s 4 in
paddy on
top of l e
10 ln.
Paddy (between ales)
Paddy (under tilel
da
Weephok
Eave dosure
Ddp edge
High Profit Tito
MIAMIDADE COUNTY
APPROVED
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/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 underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• • • •
• •
• • • • • •
• • • •
•• • • • • • •
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•• •
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•••• • •
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• •
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•
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• • • •
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•• • •
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•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in.
in contact with the pan tile.
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.ln. contact area.
Underlayment
Eave closure
(motar shown)
Weephole Fascia Board
Steep pltch applications
(when required)
Sheathing
Remove top portion of the eave 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
MIAMI•DADE COUNTY
APPROVED
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" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile. • •
• •
• • •
3. Turn covers upside dovaappsing t4 .umcferside
of the tile. Apply a minaislj>M.1" (25.4 nlm) x 10'�
(254 mm) bead of adhesivadirectly on the inner .
edge of each side of the coretile. Ise M "
approximately 3/4" (19Pt> ) o 1" (2i.4.iim)
from the outside edge QPthe•tile, inwniacr, flee of
foam to allow for expatSitt:
. • •
•
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a ixin imam of
20 (129 cm2) - 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.
5. 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
�MIAMI•
COUKTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Owens Corning
One Owens CorningParkway
Toledo, OH 43659
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/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 Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have tiiia, •.
product or material tested for quality assurance purposes. If this product or material fails to pel`foriej,n the acttpred
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolee, mocafy,r 11:
suspend the use of such product or material within their jurisdiction. RER reserves the right to doe this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material.fa to me .t the.
requirements of the applicable building code. • •
This product is approved as described herein, and has been designed to comply with the Florida si 1siing Cgile• • •
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Weatherlock® Specialty Tile & Metal Underlayment
. . .
. .
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. .
•
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city' stale and fbnpCvjng
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# 13-1010.03 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-0522.01
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 1 of 4
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ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Weatherlock®
Specialty Tile &
Metal Underlayment
Dimensions
36" x 33.3' rolls
36" x 66.7' rolls
MANUFACTURIGN LOCATION:
1. Brentwood, NH.
2. Houston, TX.
EVIDENCE SUBMITTED:
Test Agency
Underwriters Laboratories, Inc.
IRT-Arcon, Inc.
PRI Asphalt Technologies, Inc.
PRI Construction Materials
Technologies, LLC.
MIAMI•DADE COUNTY
APPROVED
Test Product
Specification Description
TAS 103 SBS self -adhering asphalt sheet material with a
ASTM D 1970 white or green glass re -enforced polyester
surfacing fabric; for use as an underlayment in
sloped roof assemblies.
Test Identifier
R14610
02-012
NEI-006-02-01
NEI-008-02-01
NEI-045-02-01
NEI-053-02-01
NEI-076-02-01
NEI-034-02-02
OCF-312-02-01
OCF-320-02-01
Test Name/Report
Follow up Service
TAS 103
TAS 103
TAS 114 (H)
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ASTM D 4798 & ASTM G 1SS� •
ASTM D 4798 & ASTM G 155
TAS 103 / ASTM D4798
ASTM D 1970
ASTM D 1623
TAS 103
•.••
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'Date
: • U3i28/02 •
• • •02/28/02
0.4/01 /02
: •.0410/02
••
•'Q8!'Q8/07 •
•103•01/08
02/14/11
10/28/13
07/03/17
06/28/17
•
NOA No.: 17-0522.01
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1:
Deck Description:
System E(1):
Base Sheet:
Membrane:
Surfacing:
MIAMI•DADE COUNTY
APPROVED
Wood, non -insulated, new construction
15/32" or greater plywood or wood plank
Anchor sheet mechanically fastened deck, membrane adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c. the field of the roll.
One or more plies of Weatherlock® Specialty Tile & Metal Underlayment with a minimum 3"
side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the
membrane to obtain maximum contact. Remove the release membrane as the membrane is
applied. Vertical strapping of the roof with Weatherlock® Specialty Tile & Metal Underlayment
is acceptable.
Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof
Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies.
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NOA No.: 17-0522.01
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 3 of 4
LIMT>CATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict
compliance with applicable Building Code.
3. Weatherlock® Specialty Tile & Metal underlayment shall be applied to a smooth, clean and dry surface with deck
free of irregularities.
4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a
recover, but may be applied over roofing Base/Anchor sheet underlayment.
5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than
90 days of application.
6. The standard maximum roof pitch for Weatherlock® Specialty Tile & Metal underlayment shall be 6:12 when tiles
are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or battens are
required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this p>:quut with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
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9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approved.rcxl•covering Notice of, •
Acceptance listing Weatherlock® Specialty Tile & Metal underlayment as a component gartao an assembly in the. •
Notice of Acceptance. If Weatherlock® Specialty Tile & Metal underlayment is not listed! 8•rrquest maybe made. • • • •.,
•
to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control' Dlpdetment J r rpproval
provided that appropriate documentation is provided to detail compatibility of the produ&d, Mnd uplift fesistance, •
and fire •testing results. .• • . ' •�: ' •
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loo ge de king paneis 'Sweep. •
the deck thoroughly to remove any dust and debris prior to application. • • • • • • •
•
11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty
Tile & Metal underlayment shall be applied over the underlayment.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product
Control Seal as shown below.
MIAMI•DADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-0522.01
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 4 of 4
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Crown Building Products of Florida, LLC.
6018 HWY. 72
Arcadia, FL 34266
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 perform ill the ei cepted
manner, the manufacturer will incur the expense of such testing and the AHJ may imm4diatety revoke,•fflbdify, cx
suspend the use of such product or material within their jurisdiction. RER reserves the right18 refoke tI i 4Ceptance,
if it is determined by Miami -Dade County Product Control Section that this product or rraierial fails' to meet th2
requirements of the applicable building code. • •
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This product is approved as described herein, and has been designed to comply with titer iHorida Inaaing Code. •. •
including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • •
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DESCRIPTION: Sanibel Concrete Roof Tile
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LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•city, statAricit'allowirig
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 consists of pages 1 through 6.
The submitted documentation was reviewed by Juan E. Collao, R.A.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0102.04
Expiration Date: 02/13/19
Approval Date: 02/13/14
Page 1 of 6
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PROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Deck Type:
Roofing
Roofing Tiles
Concrete
Wood
1. SCOPE
This approves a system using Sanibel Concrete Roof Tile, as manufactured by Crown Building Products of
Florida, LLC., and 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 using the values listed in section 4 herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Sanibel Concrete Roof L = 17" TAS 112 High profile, interlocking,:on : piece, 'S' shaped
Tile W = 13.25" concrete roof tile equipped With two nail•h/lt:. For
H = 3.1" direct deck or battened nafl'drtlfiortar sd'tor •
Thickness: 0.56" adhesive set applications. •
Trim Pieces L = varies
W = varies
varying thickness
2.1. MANUFACTURING LOCATION
2.1.1. Arcadia, FL
2.2. EVIDENCE SUBMITTED
Test Agency
PRI Construction Materials
PRI Construction Materials
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Nutting Engineering
MIAMI•DADE COUNTY
APPROVED
TAS 112
Test Identifier
ACTI-002-02-01
ACTI-002-02-04
7161-03
Appendix III
7161-03
Appendix II
P0402
Letter Dated Aug. 1, 1994
P0631-01
13343.1
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Accessory trim, concrete rpp 'p ices for yrsi A hips,
rakes, ridges and valley tepphWtons. • .,. •
Manufactured for each tilQ,pr.4file. .
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Test Name/Report
TAS-112
TAS-100
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108(Nail-On)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Physical Properties
TAS 112
Date
Sept. 2006
Sept. 2006
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
July 1994
June 2006
NOA No.: 14-0102.04
Expiration Date: 02/13/19
Approval Date: 02/13/14
Page 2 of 6
Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Trynity/ERD
American Test Lab of South
Florida
American Test Lab of South
Florida
Test Identifier
25-7688-3
25-7688-10
25-7688-5
25-7688-4
520111-3
520191-2-1
Calculations
RT1028.01-13
RT 1206.01-13
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 shall be pelpfried. in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform i uarterly test
in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami-D .d , Product
Control office 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.
3.7 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.
Test Name/Report
Static Uplift Testing
TAS 101 (Adhesive Set)
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
(3" Headlap, Nails, Direct Deck, New
Construction) ❑
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Clips)
Static Uplift Testing
TAS 101
Aerodynamic Multiplier & Restoring
Moment Due to Gravity
TAS 112
Aerodynamic Multiplier & Restoring
Moment Due to Gravity
Date
June 1996
July 1996
June 1996
June 1996
Dec. 1998
March 1999
Sept. 2006
11/13/13
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4. INSTALLATION
4.1 Crown Building Products of Florida, LLC.'s Sanibel Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0102.04
Expiration Date: 02/13/19
Approval Date: 02/13/14
Page 3 of 6
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (Ibf)
Length -I (ft)
Width-w (ft)
Sanibel Concrete Roof Tile
11.33
1.417
1.104
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
A. (ft3)
X (ft3)
Profile
Batten Application
Direct Deck Application
Sanibel Concrete Roof Tile
0.289
0.313
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile
Profile
2":12
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Sanibel
Concrete Roof
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
8.13•••
Direct
Deck
8.16 I
9.05
9.05
8.95
8.96
8.79
8.81
8.60
8.62
8.38 : 8.44
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft•It • w •• w ; •
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direst t'feok
(min. 1J752"
PIYY OSICI,
:.Baftens '
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Sanibel Concrete
Roof Tile
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2-10d Ring Shank Nails
28.6
11.2• :
. 1,9.4 i
1-10d Smooth or Screw Shank Nail
5.1
0.8 .
: • • •2.8 i
2-10d Smooth or Screw Shank Nails
6.9
J.2• :
•. /3 i
. 1 .#8 Screw
20.7
20.7
. • • 18:1
2 .#8 Screws
43.2
43.2
29.8
1-10d Smooth or Screw Shank Nail
(Field Clip)
23.1
23.1
19.0
1-10d Smooth or Screw Shank Nail
(Eave Clip)
29.3
29.3
24.0
2-10d Smooth or Screw Shank Nails
(Field Clip)
27.6
27.6
38.6
2-10d Smooth or Screw Shank Nails
(Eave Clip)
38.1
38.1
41.8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Sanibel Concrete Roof Tile
Adhesive'
29.32
1 See manufacturer component approval for installation requirements.
2 The Dow Chemical Company TileBond'T Roof Tile Adhesive, average weight per patty 10.7 grams.
3MTM 2-Component Foam Roof Tile Adhesive AH-160, average weight per patty 8 grams.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0102.04
Expiration Date: 02/13/19
Approval Date: 02/13/14
Page 4 of 6
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Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
66.53
Sanibel Concrete Roof Tile
3M'"' 2-Component Foam Roof Tile Adhesive AH-160
3M1T 2-Component Foam Roof Tile Adhesive AH-160
38.74
3 Large pa. • • .lacement of 63 grams of 3MTM 2-Component Foam Roof Tile Adhesive AH-160
4 edium paddy placement of 24 grams of 3MTM 2-Component Foam Roof Tile Adhesive AH-160
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Sanibel Concrete Roof Tile
Mortar Set'
24.55
�....
5 Tile-Tite Roof Tile Mortar. • . •
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5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name.orlogo as seen Below or
•
following statement: "Miami -Dade County Product Control Approved". ••• ••• •• • ••
LABEL FOR SANIBEL CONCRETE ROOF TILE
(LOCATED UNDERNEATH OF TILE)
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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 Building Official or Applicable building code in order to
properly evaluate the installation of this system.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-0102.04
Expiration Date: 02/13/19
Approval Date: 02/13/14
Page 5 of 6
PROFILE DRAWING
FASTENER HOLES
� O
U411
NDERLOCK
13 114"
SANIBEL CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
OVERLOCK
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NOA No.: 14-0102.04
Expiration Date: 02/13/19
Approval Date: 02/13/14
Page 6 of 6
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
Date: 6 - - I
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Re: Owner's Name: • • • • •
Property Address:? c� c:3---3-i-- .... •.
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Roofing Permit Number:
Dear Building Official:
building because:
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certify that I am not required to retrofit the roof to all col• lnecticls.Qi 1y
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'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edits of the So u# Florida Building Code (1994 SFBC)
Signature
Print Name
&fi
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
Notary Public, Sate of Florida at Larg
day of .412
• When the just valuation of the structure for purpose of ad valor (m motion is equal to or more than $300,000.00, and t
9
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
RIY OGPuCHblicIS- StateGof Fl
Commission # GG 102127A
Notary orida
My Comm. Expires May 19, 2021
Bonded through National No ssn.
94
Revised on 5/21/2009
Section
ROOF SYSTEM MANUFACTURER:
e MIAMF
couNTY
Miami -Dade County HVHZ Electronic Roof Permit Form
Section C Page (Low Slope Roof Systems)
"Delivering Evicellence Every Day"
Fill in the specific roof assembly components. If a component Is not required, insert not applicable (n/a) in the text box.
Top Ply:
Certainteed
Product Approval (NOA): 17-1003.15 System Type:
121111
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
(P2) Perimeters:
(P3) Corners:
psf
I.
-108.0
psf
psf
Maximum Design Pressure From NOA:
psf
Roof Slope: 1 /8 " : 12 Roof Mean Height: ft.
Parapet Walls: 1:1No ❑ Yes Parapet wall Height: N/A ft.
Deck Type:
Support Spacing:
--5/8" Plywood --
N/A
Alternate Deck Type:
Existing Roof:
" o/c
N/A
N/A
Fire Barrier:
N/A
Vapor Barrier.
N/A
Anchor Sheet:
Glasbase Base Sheet
Anchor Sheet Fastener / Bonding Material:
1-1/4" RS Nails &Tin Caps 1-5/8"
Insulation Base Layer Size & Thickness:
N/A
Insulation Base Layer Fastener/ Bonding Material:
N/A
Insulation Top Layer Size & Thickness:
Min 3/4" EnergyGuard Perlite Tapered 1 /8" 4x4
Insulation Top Layer Fastener / Bonding Material:
Hot Mopped Asphalt
Base Sheet(s) & No. of Ply(s):
Glasbase Base Sheet-1 Ply Directly over top of Insulation
Base Sheet Fastener / Bonding Material:
Hot Mopped Asphalt
Ply Sheet(s) & No. of Ply(s):
Flintglas Ply Sheet IV -2PIy
Ply Sheet Fastener / Bonding Material:
Hot Mopped Asphalt
Flintglas Mineral Surface Capsheet
Top Ply Fastening / Bonding Material:
Hot Mopped Asphalt
Surfacing:
SINGLE PLY MEMBRANE:
Granules
Single Ply Manufacturer / Type:
N/A
Single Ply Sheet Width:
No. of Single Ply 1/2 sheets:
" 1/2 Sheet Width:
Ell
Single Ply Membrane Fastening / Bonding Material:
N/A
0 FASTENER SPACING FOR BASESHEET ATTACHMENT • • • •
0 SINGLE PLY MEMBRANE ATTACHMENT . • • • • • •
• • •••
�" @ P • • •
1. Field: o/c Laps & � rows i'ofc
•
2. Perimeter: ri" o/c @ Laps & rows " o/c •
3. Corner: " o/c @ Laps & n rows •o/c
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•
• • • •
NUMBER OF FASTENERS PER INSULATION BOARD: • • •
•• •• •• •
3.;Cdnet: N/A •
• • • •
1. Field: mg 2. Perimeter.
Insulation Fastener Type :
N/A
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WOOD NAILER TYPE AND SIZE:
• •
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•• •
N/A
Wood Nailer Fastener Type and Spacing:
N/A
EDGE & COPING METAL SIZES:
Edge Metal Material: (--Galvanized Metal --
Edge Size:
--3" face 26 ga.--
Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE--
Edge Metal Attachment:
1-1/4" RS Nails @ 40C
Coping Material:
Coping Size:
--SELECT PARAPET WALL COPING MATERIAL --
--SELECT COPING METAL SIZE OR THICKNESS --
Hook Strip Size:
--SELECT COPING METAL HOOK STRIP SIZE --
Parapet Coping Metal Attachment:
N/A
1
Insulated Nailable Deck With Edge Nailer
Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Illustrate Components Noted and Details as Applicable:
Top Ply
Interplies
Base Slieet \
Anchor Sheet
\
Roof Deck
Base Layer 1 ti
of Insulation
Top Layer
of Insulation
-e‘
9
- 0— Drip Metal
-� Continuous
Cleat
Wood Nailer
Roof Mean Height:
Drip Metal:
12
ft.
3" face 26 Ga Galvanized Metal
Continuous Cleat:
N/A
Surfacing:
IGranules
Top Ply:
• .
. • i
.• •
.
...•
•
•
.••. ..
• •.•
•..
.••
•
.
Flintglas Mineral Surface Cepsheei..:e
Interplies:
. .••
• . .
.•.
•
. •
•••
•
•
Flintglas Ply Sheet I'4.2Ipj: .
Base Sheet:
.
•
.
•
•
IGlasbase-1 Ply Directlrover top o ilivIItion
Ile IP
Top Layer of Insulation:
EnergyGuard Perlite Tapered 1/8" 4x4
Base Layer of Insulation:
N/A
Wood Nailer:
N/A
Wood Nailer Fastening:
N/A
Anchor Sheet:
.
• .
Glasbase Base Sheet
Deck Type:
.
5/8 Plywood
•
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidade.aov/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 perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately..
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserver the rig1 t.to..'
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that eis 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 t� i1dmg 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: Starind followit?g
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 therehas been no ekange
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. 13-0204.14 and consists of pages 1 through 21.
The submitted documentation was reviewed by Alex Tigera.
MIAMIDADE COUNTY
APPROVED
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 1 of 21
Product
All Weather/Empire Base
Sheet
Flintglas® Mineral
Surfaced Cap Sheet
Flintglas® Mineral
Surfaced Cap CoolStar
Flintglas® Ply Sheet Type
IV or VI
Flex-I-Glas Base Sheet
Flex-I-Glas FR Base
Sheet
GlasBaseTM Base Sheet
Black DiamondTM Base
Sheet
MIAMIOADE COUNTY
APPROVED
ROOFING SYSTEM APPROVAL
Category:
Sub -Category:
Material:
Deck Type:
Maximum Design Pressure:
Roofing
Built -Up Roofing
Fiberglass
Wood
-60 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Dimensions Specification
36" x 65' 10";
Roll weight: 86 lbs.
(2 squares)
36" X 32'10";
Roll Weight: 78 lbs.
(1 square)
36" X 32'10";
Roll Weight: 78 lbs.
(1 square)
36" x 164'7";
Roll weight: 40/55 lbs.
(5 squares)
36" x 98'9";
Roll weight: 90 lbs.
(3 squares)
36" x 98'9";
Roll weight: 90 lbs.
(3 squares)
36" x 98'9";
Roll weight: 69 lbs.
(3 squares)
36" x 68'7"; Roll
weight: 78 lbs.
(2 squares)
ASTM D 4601
Type II
UL Type 15
ASTM D 3909
ASTM D 3909
ASTM D 2178
Type IV or VI
UL Type GI
ASTM D 4601
Type II
UL Type G2
ASTMD 6163
Grade S
Type I
ASTM D 4601
UL Type G2
Product
Description
Asphalt coated, fiberglass reinforced base sheet.
Asphalt impregnated and coated inorganic glass
fiber surfaced with mineral granules used it the
top ply in conventional bytilt-uti roof merphapts.
Asphalt impregnated and coated:inorganic fitlaos
fiber surfaced with mined grilles used as t1
top ply in conventional bedlaep oof membranes.
Covered with reflective coolStal
Fiberglass, asphalt impregnateaply sheet.
SBS Modified,
SBS Modified,
. . . . .
.. .. .. .
•
fiberglassreinfosced bate sheet.
. • .
. . .
.. . .. .
fiberglass reinforced base sheet.
Asphalt coated, fiberglass base sheet.
ASTM D 1970 Self -adhering fiberglass reinforced modified
bitumen base sheet
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 2 of 21
, • 1
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
ACFoam-II
H-Shield
DensDeck, DensDeck Prime
ENRGY 3, ENRGY 3 25 PSI
Ultra -Max, Multi -Max FA-3
Structodek High Density Fiberboard Roof
Insulation
EnergyGuardTM Perlite Roof Insulation
Fesco Board
APPROVED FASTENERS:
Fastener
Number
Product
Name
1. Dekfast DF-#12-PH3 & DF-
#15-PH3
2. Dekfast PLT-H-2-7/8
3. Dekfast PLT-P-R-3
4. # 12 Standard Roofgrip &
#14 Roofgrip
5. AccuTrac Hextra
6. 3 in. Ribbed Galvalume
Plate
7. AccuTrac Plate
8. 3 in. Round Metal Plate
9. Trufast # 12 DPH & Trufast
#14 HD Fastener
10. Trufast 3" Metal Insulation
Plate
MIAMhDADE COUNTY
APPROVED
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Water resistant gypsum board
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
High Density Wood Fiber insulation
board.
Perlite insulation board
Expanded perlite and fiber insulation
TABLE 3
Product
Description
Insulation fastener
Galvalume AZ50 steel plate
Polypropylene plate
Insulation fastener for wood
and steel.
Insulation fastener for wood
and steel
Galvalume stress plate. 3" round
Galvalume stress plate. 3" square
Galvalume AZ50 steel plate 3" round
Insulation fastener for wood
and steel decks
Galvalume AZ50 steel plate 3" round
Manufacturer
(With Current NOA)
CertainTeed Corp.
Atlas Roofing Corporation
Hunter Panels, LLC
Georgia Pacific Gypsum LLC
Johns Manville Corp.
RMax Operating, LLC.
Blue Ridge Fiberboard, Inc.
GAF
Johns Manville Corp.
• • • •
• •
• • • • • •
• • •
•• • • • • •
•
• • M:tiufactufir • •
Dimensions (Witf'Current NOA)
SF.5 •pup US:ett,Kne •
• • • •
2 7/8" x 3 ''/4" SF§ Group USA,•Inc
3" x 3 1/4" :"PS"%'rroup USA, Inc.
•• • QMG, Int.
• • •
•• • •• •
• • •
OMG, Inc' • •
OMG, Inc.
OMG, Inc.
OMG, Inc.
Altenloh, Brinck & Co.
U.S., Inc.
Altenloh, Brinck & Co.
U.S., Inc.
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 3 of 21
EVIDENCE SUBMITTED:
Test Aeencv/Identifier
TrinitylERD
Momentum Technologies, Inc.
Factory Mutual Research Corp.
Underwriters Laboratories, Inc.
United States Testing Company
PRI Construction Materials
Technologies LLC
Name
TAS 117 (B)
TAS 117 (B)
TAS 117 (B)/ ASTM D6862
TAS 114
ASTM Physical Properties
ASTM D1970
ASTM D3909
ASTM D4601-04 (2012), Type II
ASTM D 3909/ D 4897
FMRC 4470
FMRC 4454
FMRC 4470
FMRC 4470
UL 790
ASTM D 5147
ASTM D 5147
ASTM D6163
ASTM D2178
ASTM D2178
ASTM D4601
Report Date
3503.10.06 10/10/06
06490.04.07-R 1 06/27/07
C 8500SC.11.07 11/30/07
C8370.08.08 08/19/08
C10080.09.08-R4 03/25/10
C40050.09.12-2 09/28/12
C44200.03.13 03/22/13
CTR-SC11145.09.16- 09/19/16
3A
AX31G8C 09/05/08
J.I. #3Y8A1.AM
J.I. 0D3A3.AM
J.I. 2DOAO.AM
J.I. 1D7A4.AM
03/23/96
04/04/97
12/23/98
11/09/98
....
• • R11656 : • • 0iiiii 3"
•• • • •••
•
97-457-2R • 12/02/$7 •
97457-4 06/0 3/88 . •
• • • CTC-066-02-01 • • 08/09/11
CTC-122-02-01 „•„• 03/13/ii . • •
CTC-123-02-01 03/ 13 / 12
CTC-127-02-01 : • : 03/11/12 .
• • •
•••
•
•
.• •
• • •
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 4 of 21
APPROVED ASSEMBLIES:
Deck Type II: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt
All General and System Limitations apply.
Anchor sheet: All Weather/Empire Base Sheet, Flex-I-Glas, Flex-I-Glas FR or GlasBase base sheet
mechanically attached as detailed below.
rFastening: Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c.
in the lap and two rows staggered in the center of the sheet 12" o.c.
One or more layers of any of the following insulations.
Insulation Laver Insulation Fasteners Fastener
(Table 3) Density/ft2
ENRGY 3, Ultra -Max, H-Shield `
Minimum 1" thick N/A Nye. • •
Fesco Board or EnergyGuardTM Perlite Roof Insulation •
•' •
Minimum'/<" thick N/A
Structodek High Density Fiberboard Roof Insulation
Minimum 1/2" thick N/A
DensDeck, DensDeck Prime
•
. .
....
.. ..
.•
•
NIA. . .
. • .
.
N/A* • •
• . .
.. .
.•
. • • •
Minimum V," thick N/A •
• • •
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot AMA withyfthe
EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 fog' • '
insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer
of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: (Optional) Install one ply of All Weather/Empire Base Sheet, Flex-I-Glas, Flex-I-Glas FR or
GlasBase base sheet directly over the top layer of insulation. Adhere with any approved
mopping asphalt at an application rate of 20-35 lbs./sq.
Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI)
or ASTM D226, Type I sheet adhered in a full mopping of approved asphalt at an application
rate of 20-35 lbs./sq.
Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap
CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq.
MIAMIDADE COUNTY
APPROVED
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 5 of 21
• •
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 lb./sq. respectively in a flood coat of
approved asphalt at 60 lb./sq.
2. A two part coating consisting of a base coat of APOC #300 Non-Fibered Emulsion at
rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof
Coating.
Maximum Design
Pressure: -45 psf (See General Limitation #9)
MIAMIDADE COUNTY
APPROVED
. . .
.. .
.
.. • .
• .
....
• ...
• • •
.. •
.
•
•
•
. •
.... •
.
.•. • .
• ...
• . . . .
.. .. .. •
• .
•
. .
• • . .
• • . .
• • .
• • •
.. . .. •
• . .
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 6 of 21
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbt'r,ee
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as eld-t .sted, are•Wiew
•
275 lbf. insulation attachment shall not be acceptable. • • • • • • • •
•
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment tgo1l-4sed on a mOirimum
fastener resistance value in conjunction with the maximum design value listed within a spetifk'SyStem. Should the • •
fastener resistance be less than that required, as determined by the Building Official, a revied'laatener s • • •
prepared, signed and sealed by a Florida registered Professional Engineer, Registered ArchitttP, t r Registered Roof• •
Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal regiMCevalue j2ke :
from Testing Application Standards TAS 105 and calculations in compliance with RoofineAp011cation Stattdartl •
RAS117. • • • •
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of thesO areas; aasUner
densities shall be increased for both insulation and base sheet as calculated in aimpliarice with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Psof•ecsional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specificallyreferred
within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMI.DADE COUNTY
APPROVED
NOA No.: 17-1003.15
Expiration Date: 06/19/23
Approval Date: 04/26/18
Page 21 of 21
•)••••
• •
TGFU.RI 1656 - Roofing Systems
http://database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/...
0
3 of 23
• •
• • •
•• •
Flintlastic FR-P
Flintlastic FR-Cap 30
Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar
Flintlastic FR Cap 30 CoolStar
1. Deck: NC
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Class A
Incline: 3
Base Sheet: — Type G2 Glasbase.
PIy Sheet: — Type G1 "Flintglas" or Type G2 or "Glasbase".
Surfacing: — Gravel or slag.
2. Deck: C-15/16*
"All joints blocked.
Incline: 1/2
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
Insulation:
Base Sheet:
Surfacing: —
5. Deck: C 15/32
Incline: 3
— Polyisocyanurate, mechanically fastened or hot mopped, any thickness.
— Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped.
Gravel.
Insulation: —
Base Sheet:
Surfacing: —
6. Deck: C-15/32
Incline: 3
Polyisocyanurate 1-in. minimum, mechanically fastened or hot mopped.
— Three plies Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roofing asphalt •
Gravel. • •
• •
• • •
•• •
•
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, gla��in4 or wood fiber, an•
y
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: — 21.11 Layer Type G2 or "jlas6ase Base Sheet".
Ply Sheets: — T layers Type G1 "Flintglas PIy Sheet".
Cap Sheet: — ne 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 PIy Sheet".
Surfacing: — Type G3 "Flintglas MS Cap".
10. Deck: C-15/16" Incline: 1/2
"All joints blocked.
Insulation (Optional): — One or more layers polyisocyanurate, 2-In. minimum, wood fiber, 1-in. minimum, perlite, 3/4-In. minimum,
•• ••
• • • •
• • •
•• •
•
• • •
• • •
•• •
••
•
•
•
•
•
• •
•
•
•
•
2/14/18.8:39 PM
•
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. 7713 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
••••
• •'....'
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside ofhe ro �
tie Iti
•
can be viewed from below. The owner may wish to maintain the architectural appearance; there otd,•
roofing nail penetration of the underside of the decking may not be acceptable. Thii pr.ovides the option of
maintaining the appearance. .
...... . ...
• • .
6. Overflow scuppers (wall outlets): It is required that rainwater flowt oft cc that the root is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extensien mayblock this .
discharge if overflow scuppers (wall outlets) are not provided. It ma ne essay to;n•tall overflo0','
scuppers in accordance with the requirements of Sections R441 R440 • .
• . .•
nature Date C• ractoe Date .
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
......
•
•
•
•
......
. •
.....
. •
.....
......
•'
00000.
• •
......