RF-17-2291J.
76 Sit— ifs„✓).
S17r-p t •
4
1
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Issue Date: 10/512017
Permit NO. RF -9-17-2291
Permit Type: Roof
Worts Classification: Tile/Fiat
Permit Status: APPROVED
Expiration: 04/03/2018
Parcel Number
Applicant
335 NE 93 Street
Miami Shores, FL 33138-
1132060136260
Block: Lot:
PAUL MADSEN
Owner Information
Address
Phone
Cell
DEBORAH MADSEN
335 NE 93 ST
MIAMI FL 33138-2854
Contractor(s)
OMEGA ROOFING INC
Phone
305-826-1144
Cell Phone
Valuation:
Total Sq Feet:
$ 25,000.00
4150
Type of Work: Re Roof
Additional Info: RE -ROOF TILES & 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
$15.00
$5.25
$3.50
$5.00
$350.00
$9.00
$20.00
$907.75
Pay Date Pay Type
Invoice # RF -9-17-65143
09/25/2017 Check #: 4344
10/05/2017 Check #: 4345
Bond #: 3520
Amt Paid Amt Due
$ 50.00 $ 857.75
$ 857.75 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRI _ = uECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OW -S AFFIDAVIT: I certify that all the forego,. = o mation is accurate and that all work will be done in compliance with all applicable laws regulating
struction and zoning. Futh., . re, I authors a abo --named contractor to do the work stated.
October 05, 2017
Authorized Signature: Owner Applicant / Contractor / Agent
Building Department Copy
Date
October 05, 2017
1
RE: Permit # /7"
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: 106,4-
INSPECTION
Dl r,'4 -
INSPECTION AFFIDAVIT
4.--P,c-e f 6c,v/rt9S licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License#: ZC'CO Ti -44 �2
On or about , I did personally inspect the roof deck nailing
work at
(Date & time)
YS OE- 93 i r
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
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 i 9� may of Oct
Notary Public, Sate of Florida at Larg
*_
9'9/.4: 1at%at;. •
IfeZ
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Inclu phi� ( ch plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. /7- Z 2-1/ TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and In accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property street/addres
(aril i
2. Description of Improvement:
3. Owner(s) name and address:
Name and address of fee simple titleholder:
4. Contractor's naaddr ss a d p one number:
�� Lv Lt
111111 1111 1 uuumi iiiiiiiiiuuumuni
C it N 201.7R1_a5868I- 4
OR BK. 31722 P9 3595 t1Pss;'
RECORDED 10/18/2017 12:59:54
HARVEY R1UVINF CLERK. OF COURT
MIAMI -DACE i:O1JNT'r F FLORIDA
1
Space above reserved for use of recording office
3 /'7752
Interest in property:
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner 1 gt iHid gr r otices or other documents may "e > -rved as provided by
Section 713.13(1)(a)7., Flo 'd Statu t t l!� % �%• �F .. -� -
Name, address and phone number:
Florida es,I HEREBY CERTW
+ QQjdjV� OF
8. In addition to himself, Owners designates the fallowing perso
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOU ROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF •U TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
atiL
OR RECORDING Ye OR % ICE • C•MMENCEMENT.
/) i
r'jYr�
Signatures) of Ow
Prepared By iQ'
Print Name Ao v
Dir- for/Partner/Manager A
Prepared By 'Lkce---.0
O '-
Print Name
Title/Office Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DA
The frzoing fhstrlgm w as cknowledged before me this 17 day of 6..00-- "Z ? l
By ti 1A N
❑ ividually, or ❑ as for
Uf, Personally known, or ❑ produced the following type of identif
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under pen ' s f perjury, I declare that I have read the foregoing and
that the cts s ted in it are true, to the best of my knowledge and belief.
Sig tura of Ov r(,s�/br C�sv (s)'s Aylthorized Officer/Director/Partner/Manager who signed above:
ion:
..01NUIIIIIi
`'or- CALv0//4
.. •ON Ekg.1:
:20.2p7rte
=1<k; �.-,
;y
.�`pU#C1, 271(ci:
`o
/
/lll1f1ni1 o.
By
123_01-52 PAGE 3 6/12
V7.FI' By
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: Pc " ( t_- d -D
y
Property Address:
Date: 10 6114 -9 -
Property
8l
Roofing Permit Number: - 9
Dear Building fficial:
I 4..- F �P l Po VV, Of'
certify that I have improved the roof to wall connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential
Structures as ado• - i • tom, rids Building Commission by Rule 9B-3.047 F.A.C.
A!._
Si
ture
State of Florida
County of Dade
c5:r- fr-v-roe
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the/o4vner for the above property mentioned.
Sworn to and subscribed before me this day of ��—( 20 1 7
Notary Public, Sate of Florida at Large
(SEAL)
Revised on 5/21/2009
FINAL COMPLIANCE
F.I.E.
FLORIDA INTERNATIONAL ENGINEERING &
TESTING LAB, LLC
Iorida International Engineering and Testing Lab LLC
6175 NW 167 Street, Miami, FL 33015
Telephone: (305) 378 -1991 -Fax: (305) 378-1997
Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273
Owner's Name:
Job Address:
Roofing Contrac . r: G,
Permit Number '1 — 1 P.2•
fee
SITE SPECIFIC INFORMATION
Approximate Roof
Type of Access to Roof:
1-(
j-<._pQ't ri c,
Type of Tile: 13 i rt..... i- Y�"s !, his .0
Slope: 3 (7 -
Roofing
-z
l Ladder
Approximate Square Footage: g4:26, ft2
Other Required Testing Force: 35 lbs. Testing Equipment:G. . 100x Shimpo Instrument
Date Installed: GILA. It 1 ` )/-ate of Inspection: I l(ip/(R-
- - ,i_
TEST RESULTS
P= PASS, F= FAIL
Test
Location
P or F
Test
Location
p or F
Test
Location
p or F
Test
Location
p or F
Test
Location
p or F
1�
Corners
21
p,��j�
41
Hips & Ridges
615
J
81
2
22
[
42
l��
l
62
82e-7
2
3
23
43
63
83
4
24
44
64
84
5
25
45
65
85
6
26
46
66
86
7
27
47
67
87
8
28
48
68
88
9
29
49
69
89
10
30
50
70
90
11
31
51
71
91
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
15
35
55
75
95
16
36
56
76
96
17
37
57
77
97
18
38
58
78
98
19
39
59
79
99
20
z
40
r,/
60
--
80
/
100
r
e -
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width: > ft
Area
Units or ft2
No. of Tests
Perimeter
1'2.01)
2,
Field
I % 0Q0
Corners
j 4
1
Hips & Ridges
.0 3
J
RESPECTFULLY SUBMITTED BY:
(/ ( eC
Vinayagar M. Balakrishnan V /ri0- -
State of Florida Lie # 63107
FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB, LLC
Jeb Address: � 41, �'i t M I Akitt. t tZE-9 '
Contractor: 1Kooft 144
Sketch of Roof (NTS)
L�.
5
g dr
o
-aQ n•
ice H'
110 ,
Notes % BOPI"e".-
fe'v
BUILDING
PERMIT APPLICATION
El BUILDING ❑ ELECTRIC
El PLUMBING ❑ MECHANICAL
JOB ADDRESS: 335 NE 93 ST
Miami Shores Village
Budding Department
10050 N.E.2nd Avenue, Miami Sho.res, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECE1VED
SEP 25 2017
BY: �a
FBC 20 14 stir'
Master Permit No.
Sub Permit No.
O ROOFING ❑ REVISION ❑ EXTENSION
❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
El RENEWAL
❑ SHOP
DRAWINGS
City: Miami Shores
Cou ntv:
Miami Dade Zip:
Folio/Parcel#: 11-3206-013-6260
Occupancy Type: Res Load:
Is the Building Historically Designated: Yes
Construction Type: Flood Zone:
OWNER: Name (Fee Simple Titleholder): Paul Madsen
Address: 335 NE 93 ST
BFE:
NO X
FFE:
Phone#: 305-205-6465
City: Miami Shores State: FL
Tenant/Lessee Name:
Zip: 33138
Phone#:
Email:
CONTRACTOR: Company Name: Omega Roofing
Address: 9190 NW 119 ST±i•
Phone#: 305-826-1144
City: Hialeah Gardens
Qualifier Name: Ardiel Barrios
State: FL Zip: 33018
Phone#: 786-402-5003
State Certification or Registration it • 0574 72 Certificate of
Competency #:
Phone#:
City: State: Zip:
DESIGNER: Architect/Engineer: n/a
Address:
Value of Work for this Permit: $25,000
Type of Work: ❑ Addition ❑ Alteration
Description df Work: Re roof Tiles and Flat
.(dolor thru white tiles)
Square/Linear Footage of Work: 4150
❑ New ❑■ Repair/Replace
❑ Demolition
•
Specify color of color thru tile:
• Submittal Fee $ 50 PO Permit Fee $
Scanning Fee $ Radon Fee $ 3`
Technology Fee $ Training/Education Fee $
CCF$
DBPR $ '5 •.2
CO/CC $
Notary $
Double Fee $
Structural Reviews $ Bond $ 500 ,CK)
TOTAL FEE NOW DUE $ es • R-5
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be appoved and a reinspection fee will be charged.
Signature
"1/(if
OWNER or AGENT
Signature
0,
The foregoing instrument was acknowledged before me this The foregoin: strument was acknowledged before me this
Y. A F , 20 l 4 , by
04 )S.PH , who is personally known to
me or who has produced as me or who has produced as
9 ,20 17 ,by
✓` o%Q �o✓Yf�who is personally known to
identification and who did take an oath.
NOTARY P
Si
Print:
Seal:
\111111111144
M C
i4
*�. • � * =
o #FF124988�
identification and who did take an oath.
NOTARY PUBLI
Sign:
Print:
Seal:
��\�p.M CACV0e
�Py24.?p�
as
* v•'
s .#FF124988 ; .
�i�9 ••"'w7�tsts�:•� �Q���
************************** ****•#s.r.►s#.Q►r1e*s**********************************************f+�'1ty(84 \\
vB,/C. STAjE°` \\`
APPROVED BY 7 Plans Examiner
44)0
(Revised02/24/2014)
Structural Review
Zoning
Clerk
9/1/2017 Property Search Application - Miami -Dade County
When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full
IMPORTANT market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes.
MESSAGE
The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information.
Address Owner Name Folio
SEARCH:
335 ne 93 st
PROPERTY INFORMATION
Folio: 11-3206-013-6260
Sub -Division:
MIAMI SHORES SEC 1 AMD
Property Address
335 NE 93 ST
Miami Shores, FL 33138-2854
Owner
PAUL R MADSEN &W DEBORAH
Mailing Address
335 NE 93 ST
MIAMI, FL 33138-2854
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT
Beds I Baths I Half
Floors
Living Units
Actual Area
Living Area
Adjusted Area
Lot Size
Year Built
3/2/1
1
1
3,016 Sq.Ft
2,444 Sq.Ft
2,613 Sq.Ft
12,700 Sq.Ft
1957
Suite
Map View Layers
4
http://www.miamidade.gov/propertysearch/#/ 1/2
9/1/2017 Property Search Application - Miami -Dade County
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ASSESSMENT INFORMATION
Year
Land Value
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Assessed Value
TAXABLE VALUE INFORMATION
COUNTY
Exemption Value
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SCHOOL BOARD
Exemption Value
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Exemption Value
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Report Discrepancies
Tax Comparison
TRIM Notice
2017
$380,819
$186,064
$26,987
$593,870
$221,733
2017
2016
$317,517
$186,484
$27,354
$531,355
$217,173
2016
2016 Aerial Photography 60ft
2015
$304,454
$188,209
$18,674
$511,337
$215,664
2015
550,000 550,000 $50,000
$171,733 $167,173 $165,664
$25,000 525,000 525,000
$196,733 $192,173 $190,664
$50,000 $50,000 $50,000
$171,733 $167,173 $165,664
$50,000 $50,000 $50,000
2/3
•
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. •••••
Date::.,11. • 7
•.•.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
_
Re: Owner's Name: t%76. Kj biu.
Property Address:..�) 5 M l 3 5 i
Roofing Permit Number:
De fficial•
i r t4 MaXe:Y? certify that I am not required to retrofit the roof to wall connections of my
buil g because:
he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 19edi ' n o the South Florida Building Code (1994 SFBC
/if )(///itr 9-14, / /)// ;4/ Moot(
••..
. .
....
.. •
•• •
•..
• •..
• . •
• . •
•. •
• •
• •
• • .
.. •
•
•
•.• •
• •
..
•
•
• .
. •
•
•
•
•
Signature
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned,
Sworn to and subscribed before me this _ Z _day of ? —
Notary Public, Sate of Florida at
OW WU/UN
DON. �i
y
:�P• y2,?p'•
•
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bui:ding9fawfan tffc g C
eiiSFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mit atiorf, i .• ;ku tstS�. *(c �Q 9
g 's'1 '.. 4/01111000 -
Revised ST \
on 5/21/2009
MEMO
Department of Regulatory and Economic Resources
Product Control Section
11805 S.W. 26 Street (Coral Way) • Room 208
Miami, Florida 33175-2474
T 786 -315-2590 F 786-315-2599
TO: All Building Officials in Miami -Dade County
FROM: Michael L. Goolsby, Division Director
Board and Code Administration Divisid
DATE: March 15, 2016
SUBJECT: Electrogalvanized Roofing Fastener Listing Removals
11-1019.02 & 11-1019.03
12-0423.06
15-112304
13-0530.01
12-0423.03 & 12-0423.04
12-1205.11,12-1205.13 & 13-0514.05
15-04230.01
15-0218.12
15-0818.19
• •
• • .
.. .
•
••••
mlamldade.gov
••..
• ••
• • •
• .••
•
•. •
• • .. .
•••.
Bluelinx Corporation • •• • •
•
Continental Materials, Inc.
PrimeSource Building Products; IAc.
Specialty Fastening System : • • •
Summit Conglomerate, LLC
.. •
Weatherpro, LLC
Direct Metals, Inc.
Hargis Industries, Inc.
OMG, Inc.
• .•
• •••
• • .
•. .
•
•
••• •
• •
••
This is to inform you that effective April 1, 2016 the referenced Miami Dade County
electrogalvanized fastener listings are suspended. The suspension is due to the results of research
conducted by the University of Florida, where randomly selected electrogalvanized roofing nails
from different distributors including some approved by Miami Dade County were tested for
corrosion per TAS 114 Appendix E. The results of the tests showed that none of the tested
electrogalvanized nails sampled from current supplies in the market pass the test.
An action plan to reinstate the listings is underway, which requires independent selection of the test
samples and testing to prove compliance with TAS 114 Appendix E. Upon confirmation, the listing
will be reinstated.
If you have any questions or need additional information, please contact Americo Segura, M.S.,
Quality Assurance Unit Supervisor at 786-315-2594.
Thank you for your attention on this matter.
ASO45
•
•
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW.
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below •
Low Slope Application
A,B,C
1,2,3,4,5,6,x'' '
•
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7 •
Asphaltic Shingles
A,B,D
1,2,4,54/••••
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,x•7•
Metal Roofs
A,B,D
1,2,3,4,56!7 • • •
Wood Shingles and Shakes
A,B,D
1,2,4,5, 4,? •
Other
As Applicable
1,2,3,4,516,7 •
• —
•• •
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations .
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
15.36
INTERNATIONAL CODE COUNCIL'
BUILDING REVIE
Is IAPPROVED_ _. ATE I IT
••••
• •
••••
• ••
• • •
••••
•
•• •
• • •
• ••
• •••
• •
•• •
•
•
••• •
• •
••
•
••
• •
•
•
• •
•'
•
• •
•
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
•
ROOF ASSEMBLIES ATURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application For
Section A (General Information)
Master Permit No. Process No.
Contractor's Name Sa..,p ' &
Job Address —53.5 91 3 s
ROOF CATEGORY
/Low Slope 0 Mechanically Fastened Tile Mortar/A 1 ig%ive Set files .
ii
❑ Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood Sl,i.gles/Shakes . • • .
0 Prescriptive BUR -RAS 150 • •
ROOF TYPE . .r
• • • `
o New roof 0 Repair 0 Maintenance Reroofing ET RecDyt rye. • • •' •
ROOF SYSTEM INFORMATION • ••• ....11
• • •1 •
••
Low Slope Roof Area (SF) -3 1 Z, Steep Sloped Roof AREA (SSF)' Orotal (SF) moi/ / Z • •• • • 1
1
1
• •
• ••
•••
...•
•...
• ••
• • •
••••
•
•• . •
• •••
• • •
•• •
1
1
1
1
•.••lg•
•
••••t•
• 1.
..••.p•
....r
. •..t
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1
1
.RF 11-22,q)
1
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL
416
6
1
_
1
to
i
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ii
,4
.`
Q11
!
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s
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LI
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is
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FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fill in specific roof assembly components and
manufacturer
(If a component is not used, identify as "NA"
�14r
identify
System Manufacturer:
Product Approval No 1 "(1" �" l 0.74*
Design Wind Pressures, From RAS 128 or Calculations:la
P1:4fZ,9 P2: "7(."4 P3: op.a
Max. Design Pressure, fro the simpific product
approval system: .
-47
Deck:
Type:
767 0(iec.,0
Gauge/Thickness:
Slope:
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Mater' I;. n
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Ma„eri
Top Insulation Size and Thickness:
(4
Top Insulation Layer:
orn
Top Insulation Fastener/Bonding Material:
,0(Q
To Ply Fpste
di
(vint D — i 7eLi
Surfacing:
FastenererSpacing for Anchor/Base Sheet Attachment:
ield: 1 " oc @ Lap, # Rows Z @ (" oc
• •
Perimeter: 6 " oc @ Lap, # Rows •oc
sr • •.•
• • •
Comer. 6" oc @Lap, #Rows
.�i.•r• "oc.•.•
Number of Fasteners Per Insulation Board• •
Field Aef Perimeter Corner,
• • • •
Illustrate Components Noted and Dg{pilg n Applica4
Woodblocking, Gutter, Edge Termi4atio1i,;trippiri , Flashing,
Continuous Cleat, Cant Strip, Base flashing, Cou4)lesfiastiing,
Coping, Etc. • • •
Indicate: Mean Roof Height, Parapet i-leight, Hefght of ase
Flashing, Component Material, Material Thickness, Fattener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
43"'
Y ,; gyp, .�
41 -4
P(r
1
r) riP
p ,.1 T;
Base Sheet(s) & No. of Ply(s): 6or r7r R� go 0) • i/
Base S�heeasignerlBo ding er
G
/! / 'ICY
PIy Sheet(s) & No. of Ply(s):
FT.
FT.
Parapet
Height
Ply
fasten= onding Mate
Top Ply: GA T' gQ N` i vi.,v l St/ ✓ 1"
15.38
INTERNATIONAL CODE COUNCIL
Mean
Roof
Height
.�
•
•
••••
•
1•...
•
1
1
1
1
1
1
1
•.
•
•
1
1
1
1
1
1
11
1
11
1
1
1
1
1
1
1
1
1
1
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) _
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: �OtI��G I 41.0
1, -07a. 0.5
Notice of Acceptance Number.
Minimum Design Wind Pressures If Applicable (From RAS 127 or Calculations):
P1 .� P1: - 6g. % P1: —/Oa
Deck Type:
0000
. .
•0 0000
• ..
00 .
. •.
.• .
I Y6
•
• • • •
•
Type Underlayment:
Insulation:
Fire Barrier:
Ridge Ve 1ptii?
..0.
. .
..•
.L....
.1 •
1
1
1
1
1
1
1
1
1
1
0110000
1 .•
•I •
..0000
.
i
Mean Roof Height: 14
•
. •
•
• • •
•• •
.
•
.
..• •
•
Fastener Type & Spacing:
Adhesive Type:
•1
•• 1
/ 6,1 /1(4f 051404:
Type Cap Sheet:
44.Fro IFT,4 D)2)
Roof Covering:
cOi7PD
Type & Size Drip
Edge:
--5y3 —z4
1
1
1
1
1
1
�1
1
1
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL.
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
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 M, with the values from M. If the M, values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
ment
(P119,ix7D,3/ /Z.3r*)-Mg:7hZ
(P2W I x - Mg: �Z
(P3:100 Xf$1
f
Method 1 "Mo - Mg:' Z Based '
Tile Calculations/Per RAS 127"
Mr,4 e. Product Approval M, -5 (.3
Mj3,93 Product Approval Ml -5 It 3 •
Mr,Z'/. ID Product Approval M, " �1. •
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval M,
•
•••.
• •
••.•
• •
...•
• ••
• • •
••• •
•• •
• • •
••
Mr required Moment Resistance* •
•
Mean Roof Height•
Roof Slope
15'
20'
25'
30'
• • • 40'
H
2:12
34.4
36.5
38.2
39.7
: •42.2
,
3:12
32.2
34.4
36.0
37.4
9.8
•
4:12
30.4
32.2
33.8
35.1
. • 3?.3
'
5:12
28.4
30.1
31.6
32.8
34.9
Product Approval
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 and
Appeals.
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 or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1: x L = x w: = ) - W: x cos 6 = Fr, Product Approval F'
(P2: x L = x w: _ ) - W: x cos 0 = F2 Product Approval F'
(P3: x L = x w: = ) - W: x cos 0 = Fr, Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
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
M,
Product Approval
Required Moment Resistance
M9
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
15.40
INTERNATIONAL CODE COUNCIL
..
•
•
•
• •
•
••
•
•
FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
•
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 SecjippR4402
govern the minimum requirements and standards of the industry for roofing system instayations. Additit5galJy. the
following items should be addressed as part of the agreement between the owner ant thrl contractor. The oemner's •'
initial in the designated space indicates that the item has been explained. ' ' '
•
2.
be renlled in accordance with the current provisions of Section R4403. (The rotneeiCis usually :':
concealed prior to removing the existing roof system). •• ••
•
•
•••• •• •
•
Renailing wood•
decks: When replacing roofing, the existing wood'ft?deck may ha a to
• •'
• • • •
• • • •
•
4. xposed •
Ceiling: Exposed, open beam ceilings are where the and itlepf the rAp4d%king .
can be viewed from below. The owner may wish to maintain the architectural appearance; therefolb.;
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
r
' 2 verflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not ov • rloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary.to.install overflow
pers in accordance with the requirements of Sections R4402, R4403-,gd"R4413
4
Ay6K- //2
wner Agent's S gnature Date
G 0(3 377 -
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
MIAMI
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
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.gov/economy
• .
• • .
•• •
... •
• •
..••
This NOA is being issued under the applicable rules and regulations governing the use of const tion materialst'i he
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prod ilt'Cbntrol Section to bee
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdicti;lif fttliIJ). :•. •.
•..• • ••
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 11rOar f Controi Se'ciion
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve th eli it to have this
product or material tested for quality assurance purposes. If this product or material fails to perfo12n jn the accented
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mod"lra?
suspend the use of such product or material within their jurisdiction. RER reserves the right tOre' o14e thisaceeptrce, • •
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: Saxony 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code, do not exceed the desigq, musSure
values obtained by calculations in compliance with RAS 127 using the values listed in't einrtallatipn section
•
herein. The attachment calculations shall be done as a moment based system. •.:..
.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Dimensions
Saxony 900 -Slate Length = 17"
Width = 13"
thickness = 1-5/32"
Saxony 900 Length = 17"
Split Shake Width = 13"
thickness = 1-9/32"
Saxony 900 -Shake
Trim Pieces
MIAMI.DADE COUNTY
APPROVED
Length = 17"
Width = 13"
thickness = 1-9/32"
Length: varies
Width: varies
varying thickness
•
• .
•..• •.• ••
. ••
• .
..•.• . •
••
Test Produot • •
Specifications DescriptMn • •
TAS 112 Flat profile, interlocking, highttreSsire extvided•
concrete roof tile with two nail, holes. For dit8et'deck, .
batten, mortar set or adhesive sat.applicatiocs, .• .
TAS 112 Flat profile, interlocking, high-pressure extruded• •
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
1. Complete tile brushed
2. Right half brushed (shown in drawing)
3. Left half brushed
4. No brush
TAS 112 Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications.
TAS -112 Accessory trim, boosted Barcelona, concrete roof
pieces for use at hips, ridges and rakes.
• •..
. . .
•. .
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 2 of 8
•
••
•
•
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier
94-084
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Atlanta Testing &
Engineering, Inc.
Celotex Corporation
Testing Service
Celotex Corporation
Testing Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
American Test Lab of
South Florida
MIAMI-DADE COUNTY
APPROVED
94-060A
25-7183-6
25-7183-5
25-7214-1
25-7214-5
Project No. 307025
Test #MDC -77
7161-03
Appendix II & III
Letter Dated Aug. 1, 1994
P0631-01
P0402
R 1.894/R2.894/R3.894
520109-1
520111-4
520191-1
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Evaluation Calculations
RT0617.04-16
Test Name/Report Date
Static Uplift Testing May 1994
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 101 (Adhesive Set)
March, 1994
Static Uplift Testing TAS 102 ; . •. Feb.
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing TAS 102 • Feb. flil
(2 Quik -Drive Screws, Battens)
Static Uplift Testing TAS 102 •.... •MarcD, 2gs�
(1 Quik -Drive Screw, Direct Deck) . ...
Static Uplift Testing TAS 102 • • • • • Marcrip 4§9i
(1 Quik -Drive Screw, Battens)
Wind Driven Rain
TAS 100
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
•
. Oct:lig.
•
Dec. 199+
Aug. 1994
July 1994
Sept. 1993
Physical Properties Aug. 1994
TAS 112
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
25-7094
25-7496
25-7584/25-7804b-8/25-7804-4 & 5
25-7848-6
25-7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moments Due to Gravity
TAS 112
Dec. 1998
•
March 1999
February 1996
April 1996
December 1996
March 1995
09/01/16
April 1999
09/01/16
06/29/16
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 3 of 8
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 performed in accordance with
TAS 106.
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 Building Code
Compliance Office for review.
3.4 Minimum underlayments 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 unlace sated
otherwise by the underlayment material manufacturers published literature.••• ••••
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compTia08 with
the applicable Building Code. •••• •••
4. INSTALLATION
•
•
.... .. . • .
. . •
. .
••••• . •
..
. ...
•
•
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components s%allge installed strict • •
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.: • : • •
4.2 Data For Attachment Calculations
.
•
.. .
.•.
Table 1: Average Weight (W) and Dimensions (I x w) • •
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Saxony 900
Slate, Shake & Split Shake
10.9
1.417
1.08
Table 2: Aerodynamic Multipliers - ? (ft3)
Tile
a. (ft3)
? (ft3)
Profile
Batten Application
Direct Deck Application
Saxony 900
0.291
0.315
Slate, Shake & Split Shake
Battens
Direct
Deck
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Saxony 900
Slate, Shake &
Split Shake
Direct Deck
Direct Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
MIAMI•DADE COUNTY
APPROVED
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Mechanically Fastened Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
1 See foam adhesive manufacturer's component approval for installation requirements.
(min 15/32"
(min. 19/32"
plywood)
plywood)
Saxony 900
2-10d Ring Shank Nails
30.9
38.1
17.2
Slate, Shake & Split
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Shake
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7•
• 404!4
1-10d Smooth or Screw Shank Nail (Field
24.3
24.3 • • •
• • •
• 2•4k2Clip)
•• •
•
1-10d Smooth or Screw Shank Nail (Eave
19.0
19.8.4 • •
•
• 22! 1
Clip)
•
2-10d Smooth or Screw Shank Nails (Field
35.5
35°•••
: • 41
Clip)
••••
• ••
2-10d Smooth or Screw Shank Nails (Eave
31.9
31.9; • •;
• • 461
Clip)
•• ••
•• •
Table 5: Attachment Resistance Expressed as a Moment Mt (ft-!bf) ; • •
for Two Paddy Adhesive Set Systems : • •. '
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
Adhesive'
31.32 &3
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBond"' one -component foam minimum weight per paddy 13.9 grams.
3. ICP Adhesives Polyset® AH -160 two -component foam, minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
ICP Adhesives Polyset® AH -160
Two -component foam
118.94
40.45
3 Large paddy placement of 45 grams of Polyset® AH -160.
4 Medium paddy placement of 24 grams of Polyset® AH -160.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
Mortar Set6
43.96
5 Tile-Tite Roof Tile Mortar
MIAMI-DADE COUNTY
APPROVED
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 5 of 8
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".
....
. •
••••
LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL•PLANT) :. • •.
....
LOCATED UNDERNEATH TILE
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 the Building Official or applicable building cod in or td .
properly evaluate the installation of this system. • • • • •
••• • ••• • •
••
NAIL HOLES
PROFILE DRAWINGS
UNDERLOCK
I
SAXONY 900 - SLATE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 6 of 8
NAIL HOLES
PROFILE DRAWINGS
... •
. •
•••.
•
17"
Note: Available Top Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush
SAXONY 900 - SPLIT SHAKE
MIAMIDADE COUNTY
APPROVED
• • •
• •
• • •
•• • •••
• • • • •
•• •• •• •
• • •
•
13" • • •
• •
• . .
•• .
•
• •
••
•
•
•
•
•••
•
••• • • •
••
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 7 of 8
NAIL HOLES
PROFILE DRAWINGS
• .
• . .
.. .
MIAMIDADE COUNTY
APPROVED
• ..
• . .
••••
.•
•
...
•• •
• ..
17 " .��.,��..
•
13" •
rr:
-9?3Z' (Sh tJ ...
• •
•
•
•
SAxoNY 900- SHAKE
END OF THIS ACCEPTANCE
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 8 of 8
MIAMI
COUNTY
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.2ov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of coystruCtion mftteiiie. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produntito ttrol ction to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictivrr(•A111).
....
•
•
.
. • .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County P•rgitct Cotpl Section .
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the riglit td have :his.product
or material tested for quality assurance purposes. If this product or material fails to perform in 4l. nn iepted far, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, medily!or suspend t11e use
of such product or material within their jurisdiction. RER reserves the right to revoke Vit: llCceptance,•if it is
determined by Miami -Dade County Product Control Section that this product or material fails to medt the rktsirttpents
of the applicable building code. •• •'. '
This product is approved as described herein, and has been designed to comply with the Florida Building, rode
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.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-032/03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofmg
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 1•C•'' P • • •
Adhesives Polyset® AH -160.••••
•
••
• •
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
ICP Adhesives N/A
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30 & 100
• ••
• • •
••••
Product DeseriptionC •• • •
•• ••
• •. •
•
TAS 101 Two component po1jfetbane fd `adhesive
• • •
Dispensing Equipment '
••
• • •
••• • ••• •
•
Dispensing Equipment • •
PRODUCTS MANUFACTURED BY OTHERS:
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:
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
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
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.
MIAMI RADE 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 03/b1%/4.
•Polymers Division •• • • • •
..• . . ..
• . •
..••
Ramtech Laboratories, Inc. 9637-92 ASTM E 108 • 04/30/93
....• .. •
Southwest Research Institute 01-6743-011 ASTM E 10•811'lb,
01-6739-062b[1] ASTM E 84 ••�••� O1/+6f;
Trinity Engineering 7050.02.96-1 TAS 114 • • • 03/14/96
P36700.04.12 ASTM D 1623 • 04.118/l .
P39740.02.12 TAS 101 • . • • 02721/12
TAS 123 •••
•��• ••
•
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
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 03/02/99
520109-2-1
•
•
•
.
. .
•
•
•
. .
. .
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 61G20-3 of the Florida Administrative Code.
MIAMI DADE COUNTY
APPROVED
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 A}>4ieation
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Tvv44et. •
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed bey IC13 Adhesives •
and • •
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to tile authority having. •
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is requited befort application •
of any adhesive. The mix ratio between the "A" component and the "B" component shall M' aintainecC1 &ween
1.0-1.15 (A): 1.0 (B).
•• •• •• •
6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser:tTF1000 ordCP •
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 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.
MIAMFDADE COUNTY
APPROVED
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
Q••
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
•
,• •,a gran?s,ller l3addy •.4
•
..1
•• ••
, • • • • • • •
•
..
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal •••••I.7
edge) 20-25 sq. inches each ••••••
bead
•
.... •• •.
grams pc; bead ..'
• .. • •• ..
• •
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
. ••
j4 grams'litfd'trt 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.
MANMADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
MIAMI-DADE COUNTY
APPROVED
•••
•
•••
•
•••
••
•
••
.••
.•
•••
• •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
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 inGII'a$hesive
contact with the undersideof th'e•tile. • • • • •
.. . . .. •
• • •
•
....
..•. .. . • •
• .• . •
•••• . ..
Medium Profile / Double Pantile
• •..
• • •
•• •
•
• 1. Starting at the eave course! applya ming
(50.8 mm) x 10" (254 mm; x ,' 425.4 iflm) foam
paddy onto the underlayme&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.
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
Nail through plastic cement
*hen required,
paddyIgen•athill•)
•v. Cour..
MIAMI-DADE COUNTY
APPROVED
Ow. Onwino
Fascia
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 aiminirum 2. (50 8mm)
x 7" (177.8 mm) x 1" (25.4 444),tgjm pa41 ' j to the
underlayment positioned as Slyq,xnder the . •
strengthening rib closest to tho Overlock of thetile •
• • • • •
being set. •••• • • •
• •••
•
•
3. Continue in same manner. htstlre ilpproxi• ntately10"
(64.5 cm2) - 12 (77.4 cm2) scpf i tach adhesi'e
contact with the underside of the ti?e.
• •
• • • • •
• • •
•• • ••• • • •
••
•
•
•
•
•
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 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 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 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
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 paililiaium 2"4D, mm)
x 7" (177.8 mm) x 1" (25.4 tppi);fpam paddyonto the .
underlayment positioned as showa l nder the pain
portion of the tile closest to the•on+erlock of tilie•tile
being set.• •• •• ••
• • • • •
..• ..• ..• •
•
•
3. Continue in same manner. Innttf4'aliproximately 17" •
(109.7 cm2) - 19 (122.6 cm2)•square inch adhaetve
• •
contact with the underside of th� •hlt . • • •
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Rat/Low Profile Tile
Medium Profile The
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 (109.7'1,48.4 cr11»•df
adhesive contact with the uMerside of Mean.
•
...•
•
• •
2. Apply a 4" (101.6 mm) x4';`j,Ql!6mn►, ' 25.4
mm) foam paddy onto thelyylavmentjustbelow
the second course line positionacifoam'paduy.
under the strengthening ritiotihe tile, or under the
pan portion of the tile, closest to the unifirJ2 1i for
the second course tile to bq implied. Insure •
approximately 8-9 in2 (51.6! 8.1•cm2) eftdheeive •
•
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 9 of 11
•
• •
•
•
•
•
•
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
High Profllane
MIAMI DADE COUNTY
APPROVED
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %"
(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•c verlap
and 7 (45.2 cm2) - 9 (58.1: m•)•square inolt • •
adhesive contact with the utitierside of:hg t % at
the head of the tile. ContitldA Same m�i4tid'r.
•
•
•
•
• •
•••• •• • • •
• • • • •
•••• • ••
• er.•
• • • • •
•• •• •• •
•
•
•
• • • •
• • • •
• • • • •
• • •
•• • ••• • • •
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. in. contact area.
Underlayment
Steep pitch applications
(when required)
Eave closure
(motar shown)
Weephol.
Fascia Board
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 cnt21).- 70 (45 f cm2)
square inch adhesive co...ntct•.with thS uil$ecside
. ....
of the pan tile.
•
•
•
•
•••• •• • •
3. Turn covers upside dov ii expasing tte twetrside
•
of the tile. Apply a minimum l" (25.4.nygAx 10" • •
(254 mm) bead of adhesitve directly o>,tfie inner
edge of each side of thvmterrile. Leave
approximately 3/4" (19•mm) tU 1" (41,.g ji)
from the outside edge cr the tile, invdard, 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 (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
•
••
•
•
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1 Campus Drive
Parsippany, NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the
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.2ov/economy
....
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 Dfd'd'ebtinty) . • • •
reserve the right to have this product or material tested for quality assurance purposes. ft tfirs 13roduct or'
material fails to perform in the accepted manner, the manufacturer will incur the expend o ` itch tessing. . •
and the AHJ may immediately revoke, modify, or suspend the use of such product or mgteJ •within
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined lax 1Vjiahu-DaQe. •
County Product Control Section that this product or material fails to meet the requiremoretc.af.the .
applicable building code. •
This product is approved as described herein, and has been designed to comply with the F Ori4a Buij}ug .
Code including the High Velocity Hurricane Zone of the Florida Building Code. • . •
DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI-DADE COUNTY
APPROVED
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 1 of 30
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(1):
SBS/SBS Cold Applied
Wood, Non -insulated
19/32" or greater plywood or wood plank decks
Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
Base sheet:
Fastening
Options:
MIAMI-DADE COUNTY
APPROVED
FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection
o curock® Gypsu • i ' - Roof Board.
GAFGLAS® #80 Ultima
Nailable Venting B
or Ruben
described below:
Base Sheet, GAFGLAS® Stratavent® Eliminator''
heet, Ruberoid® 20, Ruberoid® SBS Heat -Weld' Smooth
S Heat -Weld" 25 base sheet mechanically fastened to deck as
•
• • ••••
• • •
GAFGLAS® Ply 4, GAFGLAS® FlexPly" 6, GAFGLAS® #75 Base' Sheet or tny, • • •
of above base sheets attached to deck with approved annular rinItealilenails aild • •
tin caps at a fastener spacing of 9" o.c. at the lap staggered and iri two rows 12" •
o.c. in the field.
• • • • •
•••• • ••
(Maximum Design Pressure —45 psf. See General Limitation#7�.... • ...
•• • • •
GAFGLAS® Ply 4, GAFGLAS® FlexPly" 6, GAFGLAS® #75 Base sheet or any
of above base sheets attached to deck with Drill -Tec" #12 Faste>Zer, Drill -Te c" •
#14 Fastener or Drill -Tec" XHD Fastener and Drill -Tec" 3" Stecl Plate, Drilj
Tee' AccuTrac® Flat Plate or Drill -Tec" AccuTrac® Recessed T11ate in/talled.l2" •
o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced •:
approximately 12" o.c. in the field of the sheet.
(Maximum Desi. n Pr ' 7
GAFGLAS® FlexPly" 6, GAFGLAS® #75 Base Sheet or any of above base she
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
mum Design Pressure —52.5 psf. See General Limitation #7)
GAFGLAS® #80 Ultima" Base ee , ' uberoid® 20, Ruberoid® Mop Smooth,
base sheet attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec" #12 Fastener, Drill -Tec" #14 Fastener or Drill -Tec" XHD Fastener
and Drill -Tec" 3" Steel Plate, Drill -Tec" AccuTrac® Flat Plate or Drill -Tec"
AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —60 psf. See General Limitation #7)
Any of above base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Tec" insulation plates at a fastener spacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 26 of 30
Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Options: Drill -Tec' #12 Fastener, Drill -Tec" #14 Fastener or Drill -Tec' XHD Fastener
(Continued) and Drill -Tec"' 3" Steel Plate, Drill -Tec"' AccuTrac® Flat Plate or Drill -Tec""
AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —75 psf. See General Limitation #7)
Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLA
GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smoot
sheet adhered in a full mopping of approved asphalt applied wi
and at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid®
Mop Granule, RoofMatchn" SBS Modified Granular, Ruberoid® Mop Plus ."' •.
Granule, Ruberoid" 20, Ruberoid" 30, Ruberoid®EnergyCap" 30 •••••
Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered ig § hl .moppmz .. • •
of approved asphalt applied within the EVT range and at a rate of 2Q114 lbs./sq. . • •
Or •••• ••. •. • .
s
One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Grala. • • •
•
RoofMatch"' SBS Modified Granular, Ruberoid® Mop 170 FR, %fi a tl® Mgr ; •;
Plus Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid®EnergyCar30'FR SBS • • • •
Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in 1iatrt`i'' 102 SBS' •
•
Membrane Adhesive at an application rate of 1-2 gal./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.: ••
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
lexPly' 6,
or Ruberoid® 20
1. Gravel or sla :::: ' : 10 • ... 00 lbs./sq. respectively in a flood coat
of Approv d asphalt at 60 lbs./sq.
2. GAFGL S® Mineral Surfaced Cap Sheet, Tri- ' ly® Mineral Surfaced Cap Sheet
or GAF AS® EnergyCap' BUR Minera .. ` aced Cap Sheet adhered in a full
mopping of appr. • - .. e. within the EVT range and at a rate of 20-40
lbs./sq.
3. Topcoat® Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat®
Membrane) or Topcoat® Surface Seal SB applied at 1 to1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
MIAMI-DADE COUNTY
APPROVED
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 27 of 30
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPlyTM 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum 1/4" DensDeck® Roof Board or 'h" Type X gypsum board is acceptable to be installed
directly over the wood deck.
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 o , . .10 • § ll
ed ce.: • • •
foam insulations when the base sheet is fully mopped. If no recovery board is used) v§e sheet • •
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24: p.e.; or strip . . •
mopped 8" ribbons in three rows, one at each side lap and one down the center of the skeet allowing .•
•
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" breaks411 be . • •••• •
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either System s11t11 • •
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limiteb•io:i 2naximunt '.
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic FoNe(>:') valregf •. • •
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,•.:
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and 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 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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMI-DADE COUNTY
APPROVED
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 30 of 30
UL online Certificatios Directory
Roofing Systems
See General Information for Roofing Systems
GAF
1 CAMPUS DR
PARSIPPANY, NJ 07054 USA
R1306
"RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" may be utilized
as an alternate to Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80
UltimaTM Base Sheet" base sheets in any of the following Classifications.
....
1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum.LLC ;DensDAgk®. •
Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" dr.W-irt. thick • •• •
(minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECV ggi® GIasmo •
Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification..; I en this is • •
done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick•m4imum),rool•• •
decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "D fir:.Deck® : ••••
Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM 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 tae•:
placed below the overlayment board.'/4-in. thick (minimum) "SECUROCK® Roof Board"rype FRX-G)•Snd' .
"SECUROCK® Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 sloe i2II4n used over a •.
combustible deck in a system with any UL Classified insulation except polystyrene. •
• • • • •
• • •
•
•
Multiple plies of Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® • • • • •
Ultra -Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" in hot roofing asphalt.
"GAFGLAS® FlexPlyTM 6 5L" and "GAFGLAS® FlexPlyTM 6" may be used interchangeably in any roof covering
system listed below.
"EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTm" in any applicable Classification.
"GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with
hot roofing asphalt over noncombustible decks and as a recover over existing roof systems.
EnergyGuardTM Perlite Insulation" may be utilized as a cover board over "EnergyGuardTM" in any of the
following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing
asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following
Classifications include insulation.
Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per
the manufacturer's installation instructions (excluding LRF Adhesive 0) in any applicable Non -Combustible
Roof Deck Classifications.
"EnergyGuardTm Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification.
"EnergyGuardTM Ultra Tapered" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable
Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet" or
"GAFGLAS® #80 UltimaTM Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet
("GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Pty® Ultra -Flexible Ply 6") in the
Class A, B or C roof systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet
"GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base
Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base
sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base
Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet")
may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or
"GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6") as the nailed base ply in the following systems.
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt 8;p1e4ianic4Ily •• �•
fastened. • • • •
•
.
. .
"GAFGLAS® Flashing" or "RUBEROID®" may be used for flashing in any of the Class A, B ofG systems . . .
listed below.
When "perlite" is referenced, this includes any UL Classified perlite insulation.
. .
• • •
• .•.
• • •
•• •
Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems Ifsted.
•
• • •
• •
•• • ••• • • •
.
.
•
••
Structural cement fiber building units are considered suitable to be included as a deck in the following Class
A, B or C systems listed over C-15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the
rating. The use of 1/2 -in. minimum thick gypsum board is an acceptable alternate for minimum insulation
over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin
paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the
following Class A, B or C systems.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing
Asphalt".
"GAFGLAS® #80 UltimaTM Base Sheet" may be used in any of the following systems.
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC
Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with
"United CoatingsTM FireShield MB Roof Coating" applied at a rate of 21/2 to 3-gal/100-ft2.
Class A, B and C
Hot roofing asphalt, for use with glass felts or mbdified bitumen membranes."RUBEROID® Heat Weld" SBS
roofing membranes may be used in lieu of "RUBEROID® Mop" SBS roofing membranes in any applicable
Classification. Class A
1. Deck: C-15/32 Incline: 3
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck®
Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard", minimum
1/4 -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK®
Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick.
Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or
urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood
fiber/polyisocyanurate composite or phenolic, any thickness.
PIy Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS®
Flex Ply 6" or "Tri-PIy® Ultra -Flexible Ply 6", fully adhered with hoot roofing asphalt.
Surfacing: — Gravel. •""•
2. Deck: C-15/32 Incline: 2 . •' • ' "' •
•• • • •• •
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC.QgpOeck®•.:.•• •
Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roothpait", minimum
1/4 -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-9,191,T'SECUROcl® • •
Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick. •• •
Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or: " • •
urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood. .' :°:
fiber/polyisocyanurate composite or phenolic, any thickness. '
PIy Sheet: — Three or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-PIy® Ply 4"trGAFGLAS4
Flex PIy 6" or "Tri -Ply® Ultra -Flexible PIy 6", fully adhered with hot roofing asphalt. ' • '
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® QUR•Qrrnule Cap
Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered With htot roofing. :
asphalt. ••
3. Deck: NC Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck®
Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard", minimum
1/4 -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK®
Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick.
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or
polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or
wood fiber/polyisocyanurate composite or phenolic, 2 -in. maximum.
Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Flex
PIy 6" or "Tri-PIy® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap
Sheet" or "GAFGLAS® EnergyCap'm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing
asphalt.
4. Deck: C-15/32 Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate
mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified
insulation adhesive.
Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or
"GAFGLAS® #80 UItimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet",
mechanically fastened.
PIy Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-PIy® Ply 4" or GAFGLAS® Flex
Ply 6" or "Tri-PIy® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap
Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing
asphalt.
Coating (Optional): — "United CoatingsTM TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT®
MB Plus Coating" or "United Coatings'"" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-
ft.2.
•
• •
Incline: 1
8. Deck: NC
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate,
mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System",
applied as a nominal 3/4 -in. bead or "GAF 2 -Part Roofing Adhesive", applied as a nominal 2'h -in.
bead with a maximum on -center spacing of 12 -in. or any UL Classified insulation adhesive, applied
per the manufacturer's installation instructions.
Base Sheet: — One ply "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose laid or
Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS® #80 UltimaTM
Base Sheet", fully adhered with hot roofing asphalt.
Ply Sheet: — One or two plies "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or
"RUBEROID® Mop Smooth Plus" or "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or
"RUBEROID® HW 25 Smooth", fully adhered with hot roofing asphalt.
embrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet",
fully adhered with hot roofing asphalt. ••••••
Coating: — "United Coatings"' TOPCOAT® EnergyCote.'" Roof Coating" or "TOPLOAI•® MB PIGS"
'• •" • "United Coatin•sTM Roof Mate MB Plus Roof Coating" applied at a rate & 2-bal./1Q0 � ..
19. Deck: C-15/32 Incline: • • • • • • • •
•
Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or poihis cyanu r4e
mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" co milk Class ifi fid•
insulation adhesive.
Barrier Board: — Minimum 1 -in. thick Georgia-Pacific Gypsum LLC "DensDeckt4itoosboarc or.s:
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum '/a -in. th'ctk •
Untied States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECURC:CItiMlass-Mat* ••
Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "Ol'Bond•Fasteayi„•
System" or any UL Classified insulation adhesive with butt joints in the barrier bbar47 oductt • •
staggered a minimum of 6 -in. from plywood deck joints. •• • •••• •• ' •
Base Sheet: — One ply "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® ••
Stratavent® Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS® #75 Base Sheet" or
"Tri -Ply #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet", fully adhered with hot roofing
asphalt.
Ply Sheet: — One or two plies "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth Plus" fully
adhered with hot roofing asphalt.
Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet",
fully adhered with hot roofing asphalt.
Coating: — "United CoatingsTM TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT® MB Plus
Coating" or "United CoatingsTM Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2.
20. Deck: C-15/32 Incline: 1
Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet"
mechanically fastened.
Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or
polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond
Fastening System" or any UL Classified insulation adhesive.
Base Sheet: — One or more plies "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or
"RUBEROID® HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap
Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet".
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000774
Local Business Tax Receipt
Miami -Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
3666642
_ BUSINESS NAME/LOCATION
OMEGA ROOFING.INC
919ONW 119'ST3 •
HIALEAH GARDENS fL 33015. " "- ,;,
OWNER
OMEGA ROOFING INC
Worker(s) 1
RECEIPT NO. --
RENEWAL
3830818
LBT
EXPIRES
SEPTEMBER 30, 2018
Must be displayed at place of business
Pursuant to County Code
Chapter 8A - Art. 9 & 10
SEC. TYPE OF BUSINESS
196 SPECIALTY BUILDING CONTRACTOR
CCC057472
PAYMENT RECEIVED
BY TAX COLLECTOR
$45.00 09/14/2017
CREDITCARD-17-057982
This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is nota license,
permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276.
For more information, visit www.miamidade.gov/taxcollector