RF-15-369Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-230463
Scheduled Inspection Date: March 26, 2015
Inspector: Rodriguez, Jorge
Owner: AGRAS, ALFONSO
Job Address: 1182 NE 92 Street
Miami Shores, FL
Project: <NONE>
Permit Number: RF -2-15-369
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132050270450
Contractor: TOP SEAL SERVICES Phone: (305)754-7844
V U11U111V VCtJa1U11W11L VU111111C1115
REPLACE SMALL FLAT ROOF ON FRONT OF HOUSE IPassed Comments
INSPECTOR
CTOR COMMENTS. False
Inspector Comments
PassedCREATED AS REINSPECTION FOR INSP-228564. Missing renailing
'�Am affidavit
and uplift test
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 25, 2015 For Inspections please call: (305)762-4949 Page 4 of 17
F.I.E.
FLORIDA INTERNATIONAL ENGINEERING
&TESTING LAB
INSIGHT -INNOVATION • INTEGRATION
Florida International Engineering and Testing Lab LLC
7500 NW 25 Street, #241, Miami, FL 33122
Telephone: (305) 378 -1991 -Fax: (305) 378-1997
Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273
SITE SPECIFIC INFORMATION
Owner's Name: ikv -:3i� v &j
Job Address: U-
Roofing Contractor: is % r� .tel�>✓
el
,N
Permit Number: -ice - 3 Type of Tile: G, Ci'
Approximate Roof Height: Il- feet Slope: 3 "- (z- Approximate Square Footage: �=G ft2
Type of Access to Roof: Ladder
Other Required Testing Force: 35 lbs. Testing Equipment: F.G.E 100x Shim o Instrument
Date Installed: �- . -® - Date of Inspection: 3 2-3 115
---------------------8 c ---f i --------------------------------------------------------------------------
TEST RESULTS
P= PASS, F= FAIL
Test
Location
P or F Test
Location
P or F Test
Location
P or F Test P or F
Location
Test Por F
Location
1
21
41
61
81
2
22
42
62
82
3
23
43
63
83
4
24
44 1
64
84
5
25
45 1
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 1
71
91
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
15
35 1
55
75
95
16
36
56
76
96
17
37
57
77
97
18
38
58
78
98
19
39
59
79
99
20
40
60
1 80 1
100
---------------------------------------------------------------------------------------------------------------------
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,clr ft, No. of Tests
Perimeter
Field
Corners I
Hips & Ridges
RESPECTFULLY SUBMITTED BY:
��- \1z L�
Vinayagar M. Balakrishnan Vy
�(
State of Florida Lie # 63107
FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB LLC
Address:
Sketch of Roof
Notes Mt�> ick
P,V�—�Z--C--r- ci
RE: Permit# RF -2-15-369
I Ronald Medina
(Print name and circle License Type)
License #: CCC 1 3 3 01 1 9
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: 3/16/15
INSPECTION AFFIDAVIT
licensed as a (n) Contractor / Engineer / Architect,
FS 468 Building Inspector
On or about March 16, 2015 ,1 did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 1182 N.E. 92 Street Miami Shores, F1 33138
(Complete Job Site Address)
Based upon th6t ex mipation I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on $V3.844 F.S)
Signature
State of Florin's
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 /6 day 0 /q G,t,N-A ,�2 0lY
Notary Public, Sate of Florida at Large
'• "' •,. MARYLW HERNANDQ
MY COMMISSION A F 059092
�P, EXPIRES: October 10, 2017
Bonded Thru Notary Pubk Undervrdters
*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 # dearly shown marked on the deck for each inspection
Revised on 5/21/2009
Miami Shores Village
cam' g
Building Department VES 2 0 2015
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
F]BC 20 I
BUILDING Permit No.
PERMIT APPLICATION Master Permit Ivo.' '
Permit Type: BUILDINGO TING
JOBADDRESS: 1182 N.E. 92 Street
City: Miami Shores County: Miami Dade Zip: -I -11 -4 $
Folio/Parcel#: 11-3205-027-0450
Is the Building Historically Designated: Yes NO x Flood Zone:
OWNER: Name (Fee Simple Titleholder): Alfonso A gra s Phone#:_(3 0 5) 798,418
9
Address: 1182 N.E. 92 Street
City: Miami Shores State: Florida Zip. 33138
Tenant/Lessee Name: Phone#:
Email•
CONTRACTOR: Company Name: Top Seal Services Phone#: ( 305) 986-3270
Address: 598 N.W. 54 Street
City: Miami
F1 Zip; 33127
Qualifier Name: Ronald Medina Phone#: ( 305) 986-3270
State Certification or Registration #:
CCC 1330119
Certificate of Competency #:
Contact Phone#: (305) 710-4600 Email Address: aualityroofing8@@yahoo.com
DESIGNER: Architect/Engineer: Phone#: _
Value of Work for this Permit: $ 2 4 0 0 .0 0 Square/Linear Footage of Work: 1 7 5 sgxf t .
Type of Work: ❑Addition DAlteration ❑New MRepair/Replace QDemolition
Description of Work: Replace small flat roof on front of house.
Color thru tile:
Submittal Fee $ Permit Fee $ cP"S' CCF $ _ CO/CC $
Scanning Fee $
Notary $
Radon Fee $ DBPR $ Bond $
Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
art
Zip
V _ -
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure elivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of mm c ent must b osted at the job site
for the first inspection which occurs seven (7) days after the building permit is issue . In t absence of su h posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature] 6
Owner or gent
The foregoing instrument was acknowledged before me this /9
day of. r,, -fD , 201. , by AJn ;s D44 M3
who is persona known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
The foregoing instrument wa�sl&o'wledged before me this
day of _ 0 , by R�r,cJ J W1 IJ
who is ersonally known to) me or who has produced
as identificatit--rho did take an oath.
NOTARY PUBLIC• '
Sign:
Print: P
MY COMMISSION t F - F059092 My
EXPIRES: October 10, 2017
Bonded Thru Notary Public Undewlen;
%k�8�$e�*�%E�,EX��YE:k*��k��k%�kueY��g:k:kye%k�c:;e%k:�ge�k�k���re�N:�k�e�Ye���e�*:k�%ksk%k:k:k$e$eKe:kBe��:k:k�:::�M:kM:kX�ve:N�k�vc>ti>;e�:k:k:k�:kge:kik:kik:k��k:k#Xe:kKa�kyk.kekva:k%a
APPROVED BY C Plans Examiner Zoning
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 2/17/15
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: Alfonso Agras
Property Address: 1182 N.E. 92 Street Miami Shores, Fl 33138
Roofing Permit Number:
Dear Building Official:
I Alfonso Agras certify that I am not required to retrofit the roof to wall connections of my
building because:
)o 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 edition of the South Florida Building Code (1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day pf
4`
r (
� "'•
MARYLOU HERNIWDQ
Notary Public, Sate of Florida at Large °" l�
; ' =
MY COMMISSION t FF 059092�{
F„�R iM°: -
EXPIRES: October 10, 2017
Bonded Thnr Notary Public Underwriters
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than
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
Summary Report
Property Information
Folio:
Property Address:
11-3205-027-0450
1182 NE 92 ST
Owner
ALFONSO AGRAS &W LEYDA
Mailing Address
1182 NE 92 ST
MIAMI SHORES, FL 33138-2935
Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2 / 2 / 0
Floors
1
Living Units
1
Actual Area
2,129 Sq.Ft
Living Area
1,800 Sq.Ft
Adjusted Area
1,857 Sq.Ft
Lot Size
9,375 Sq.Ft
Year Built
1952
Assessment Information
Year
2014
2013
2012
Land Value
$253,500
$171,000
$162,000
Building Value
$129,881
$130,115
$146,294
XF Value
$15,641
_
$15,861
$19,512
NF M
-------------
Market Value
1 $399,022
$316,976
$327,806
Assessed Value
$260,004
$256,162
$251,881
Benefits Information
2014 2013
2012
Benefit
Type
2014
2013 2012
Save Our Homes
Cap
Assessment
Reduction
$139,018
$60,814 $75,925
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
BAY LURE PB 44-63
LOT 7 BLK 3
LOT SIZE 75.000 X 125
OR 19039-3589 03 2000 1
Generated On: 2/17/2015
Taxable Value Information
2014 2013
2012
County
Exemption Value $50,000
$50,000
$50,000
Taxable Value $210,004
$206,162
$201,881
School Board
Exemption Value $25,000 $25,000
$25,000
Taxable Value $235,004 $231,162
$226,881
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$210,004
$206,162
$201,881
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$210,004
$206,162
$201,881
Sales Information
Previous
OR Book -
Price
Description
Sale
PageQualification
03/01/2000
$217,500 19039-3589
2008 and prior year sales; Qual by
exam of deed
00000-
06/01/1992
$0
Qual by exam of deed
00000
2008 and prior year sales; Qual by
10101A989
$134,000 14281-0069
exam of deed
00000-
2008 and prior year sales; Qual by
LEHL$�4L2,000
00000
exam of deed
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
STRUCTURES
4"
%*top
Florida Building Code
High -velocity Hurrricane Zone UniformSection A (General In
Permit N
0•----rfivvice3
Contractor's Name Top Seal Services_ _
` Job Address 1182 N.E. 92 Street FEB 20 2015
ROOF CATEGORY T./�'..
IY Law Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOFTYPE
:
❑ New Roof M reroofing ❑ Recovering IJ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) 17 5 sqf t . Steep Sloped Roof Area (SP) N / A Total ($F) 17 5 sqf t .
Section B (Root Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof chains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of
parapets.
:
■
■
■
:
R
■
■
■
■
a _
15,34 2010 FLORIDA BUILDING CODE --BUILDING
, q ,VFD
BY
DATE
'Mi; (5VPEIANCE WITH ALL FEDERAL
vrmati�TmT-7�!vr1W �,Ol1NTY RULES AND REGULATIONS
0•----rfivvice3
Contractor's Name Top Seal Services_ _
` Job Address 1182 N.E. 92 Street FEB 20 2015
ROOF CATEGORY T./�'..
IY Law Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOFTYPE
:
❑ New Roof M reroofing ❑ Recovering IJ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) 17 5 sqf t . Steep Sloped Roof Area (SP) N / A Total ($F) 17 5 sqf t .
Section B (Root Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof chains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of
parapets.
:
■
■
■
:
R
■
■
■
■
a _
15,34 2010 FLORIDA BUILDING CODE --BUILDING
ROOF ASSEMBLIES AND ROOFTOP, STRUCTURES
High -Velocity hurricane Zone Uniform permit Application Form.
Section C (Low Slope Application) Surfacing: N/A
Fill in specific roof assembly components
and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(If a component is not used, Identify as "NA")
System Manufacturer:_ GAF
Product Approval No.:_ 13 -1 0 2 2. 15
Design Wind Pressures, From RAS 123 or Calculations:
P1: -42.8 P2:_-71 .7 P3: -108.0
Max. Design Pressure, from the specific Product
Approval system: -52.5
Deck:
Type— wand -
Gaugenhickness:. 1 XS
Slope: .5
Anchor/Base Sheet &Rio. of Ply(s): N/A
Anchor/Base Sheet Fastener/Bonding material:
N/A
Insulation Base Layer: _ N/A
Base Insulation Size and Thickness: N/A _
Base Insulation Fastener/Bonding Material:
NZA
Top Insulation Layer: _ N/A m
Top Insulation Size and Thickness: N/A
Top Insulation Fastener/Bonding Material:
N/A
Base Sheet(s) & No. of Piy(s): (1.) #75 base sheet
Base 4 eetRFastener/Bonding Material:
nails
Ply Sheet(s) & No. of Ply(s): 2 plies of ply 4
Ply Sheet Fastener/Bonding Material:
Type 1V- mopping asihalt _
Top Ply: (1) layer of Mineral Cap sheet
T�p Pty Fastener/Bonding Material:
V moMincf asphalt
Field: 9 " ®c 0 Lap, # Rows 2 @ 9 °, oc
Perimeter: 6 " oc @ Lap, # Rows 4 @ _j_u oc
Corner: 6 " oc @ Lap, # Rows 4 @ 6 I'l oc
Number of Fasteners Per Insulation Board:
Field NIA Perimeter N/A GorneriV A
Illustrate Components Rioted and Details as
Applicable:
Woodblocking, Cutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counter- Flashing, Caping, Etc.
Indicate: Mean -Rdof Height, Parapet Height, Height of
Base Flashing, Component Material, Material Thickness,
Fastener -Type, Fastener Spacing or Submit Manufactur.
ers Details that Comply with RAS 111 and Chapter 16
F,J J n {�• df�L�i
J -e
q jtvtry
N/A
Mean
Roof
Height
2010 FLORIDA BUILDING CODE — BUILDING 15.35
........... _
� Lxst
MIAMI RADE �.a'=j
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
GAF
1361 Alps Road
Wayne, NJ 07470
SCOPE:
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.eov/economy
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: GAF Conventional Built -Up Roof Systems 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. 13-0424.09 and consists of pages I through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI -RADE COUNTY
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page I of 16
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
BUR
Material:
Fiberglass
Deck Type:
Wood
Maximum Design Pressure:
-75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
GAFGLAS®#75 Base 39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS® 480 UltimaTM 39.37" (1 meter)
Base Sheet Wide
GAFGLAS® F1exP1yTM 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS® EnergyCapTM
BUR Mineral Surface
Cap Sheet
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
ASTM D4601 Type Il asphalt impregnated and coated, fiberglass
base sheet.
ASTM D2178 Type VI asphalt impregnated glass felt with asphalt
coating.
ASTM D2178 Type IV asphalt impregnated glass felt with asphalt
coating.
ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
with mineral granules.
39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
wide with mineral granules with factory applied
EnergyCoteTM
GAFGLAS® Stratavent® 39.37" (1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with
Eliminator TM Perforated Wide asphalt. Surfaced on the bottom side with mineral
Venting Base Sheet granules embedded in asphaltic coating with factory
perforations.
GAFGLAS® Stratavent® 39.37" (1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and
EliminatorTMNailable Wide coated on both sides with asphalt. Surfaced on the
Venting Base Sheet bottom side with mineral granules embedded in
asphaltic coating.
Ruberoid® SBS Heat- 39.37" (1 meter)
Weld TM Smooth Wide
Ruberoid® SBS Heat- 39.37" (1 meter)
WeldT'25 Wide
Ruberoid® 20 39.37" (1 meter)
Wide
Ruberoid® Mop Smooth 39.37" (1 meter)
wide
ASTM D6164 Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
ASTM D6164 Non -Woven Polyester mat coated with polymer -
modified asphalt and smooth surfaced.
ASTM D6163 SBS modified asphalt base sheet reinforce with a
glass fiber mat.
ASTM D6164 Non -woven polyester mat coated with polymer -
modified asphalt and smooth surfaced.
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 2 of 16
S
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE I
Product
FireOutTM Fire Barrier
Coating
VersaShield® Fire
Resistant Roof Deck
Protection
Topcoat® Surface Seal
SB
Test Product
Dimensions Specification Description
5, 55 gallons Proprietary Low VOC, water based fire barrier coating.
350 sq. ft. roll ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment.
5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber
sealant designed to protect and restore aged roof
surfaces and to increase a roof s reflectivity.
APPROVED INSULATIONS:
Product Name
EnergyGuardTM Polyiso Insulation
EnergyGuardTM RA Polyiso Insulation
EnergyGuardTM RN Polyiso Insulation
EnergyGuardTM Perlite Roof Insulation
EnergyGuardTM Perlite Recover Board
EnergyGuardTM RA Composite Polyiso
Insulation
SecurocO Gypsum -Fiber Roof Board
Structodek® High Density Fiber Board
DensDeck® Roof Board
APPROVED
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
Polyisocyanurate foam insulation with high
density fiberboard or Permalite perlite
insulation
Gypsum roof board
High density fiber board
Gypsum board
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
United States Gypsum Corp.
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 3 of 16
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Drill-TecTM
# 12 Fastener
Insulation fastener for steel,
various
GAF
wood & concrete decks.
2.
Drill-TecTM
#14 Fastener
Insulation fastener for steel,
various
GAF
wood & concrete decks.
3.
Drill-TecTM
XHD Fastener
Carbon steel extra heavy duty
Various
GAF
fastener used in steel decks.
4.
Drill-TecTM
ASAP 3 S
Drill-TecTM # 12 Fastener with
Various
GAF
Drill-TecTM 3" Standard Steel
Plate
5.
Drill -Tec 'm
3" Steel Plate
Round galvalume stress plate
3" round
GAF
used with Drill-TecTM
fasteners.
6.
Drill-TecTM
3" Standard Steel
Round galvalume plated steel
3" round
GAF
Plate
stress plate with reinforced
ribs for use with Drill-TecTM
fasteners.
7.
Drill-TecTM
AccuTrac Flat
AZ -SS aluminized steel plate
3" square
GAF
Plate
for use with Drill-TecTM # 12
Fastener, Drill-TecTM # 14
Fastener and Drill-TecTM #15
Fastener.
8.
Drill-TecTM
AccuTrac
Galvalume Steel plate for use
3" square
GAF
Recessed Plate
with Drill-TecTM fasteners.
NOA No.: 13-1022.15
MIA M -DADS COUNTY Expiration Date: 11/04/18
Approval Date: 11106/14
Page 4 of 16
EVIDENCE SUBMITTED:
Test Azency
Test Identifier
Description
Date
Factory Mutual Research Corp.
J.I.2B8A4.AM
4470
07/02/97
J.I. 3139QLAM
4470
01/08/98
J.I. ODOA8.AM
4470
07/09/99
J.1. OD 1 A8.AM
4470
07/29/94
J.I. OY9Q5.AM
4470
04/01/98
3029832
4470
05/11/07
UL LLC
R1306
UL 790
07/22/13
PRI Construction Materials
GAF -012-02-02
ASTM D4977
11/06/01
Technologies, LLC
GAF -020-02-01
ASTM D4977
02/01/02
GAF -082-02-01
ASTM D6083
05/07/06
GAF -084-02-01
ASTM D6083
05/09/06
GAF -270-02-02
ASTM D226
11/15/10
GAF-276-02-01Rev
ASTM D6083
12/16/10
GAF -276-02-02
ASTM D226
11/15/10
GAF -306-02-01
ASTM E96
07/07/11
GAF -314-02-01
ASTM D2178
08/23/11
GAF -315-02-01
ASTM D2178
08/23/11
GAF -369-02-01
ASTM C1289
10/22/12
GAF -417-02-01
ASTM C1289
05/28/13
GAF -464-02-01
ASTM C1289
10/22/12
GAF -499-02-01
ASTM D6083
03/12/14
GAF -500-02-01
ASTM D6083
03/12/14
IRT of S. Fl.
02-005
TAS 114
01/18/02
02-014
TAS 114
03/22/02
Trinity ERD
G30250.02.10 -3-R1
ASTM D3909
11/26/12
G31360.03.10
ASTM D6164
03/31/10
G33470.01.11
ASTM D6164
11/16/11
G34140.04.11-2
ASTM D6163
04/25/11
G34140.04.11-4
ASTM D6401
04/25/11
G34140.04.11-5
ASTM D4897
04/25/11
G34140.04.11 -5-R1
ASTM D4897
10/1.8/13
G40630.01.14 -2A-1
ASTM D6164
01/07/14
G43610.01.14
ASTM D3909
01/22/14
G6850.08.07-1
ASTM D3909
08/13/07
G30250.02.10 -3-R1
ASTM D3909
11/26/12
NOA No.: 13-1022.15
MIAMI•DADE COUNTY Expiration Date: 11/04/18
• Approval Date: 11/06/14
Page 5 of 16
Membrane Type: BUR
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or
(optional) SecurockTM Gypsum Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima T' Base Sheet, Stratavent® EliminatorTM Nailable Venting Base
Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldTMSmooth or Ruberoid® SBS Heat-WeldTM
25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above
base sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf. See General Limitation #7)
GAFGLAS° Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS° #75 Base Sheet or any of above
base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 and Drill-
TecTM 3" Steel Plate, Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrac Recessed
Plate 12" 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 Design Pressure —45 psf. See General Limitation #7)
GAFGLAS° Flex plyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets 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 —52.5 psf. See General Limitation #7)
GAFGLAS®#80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet
attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a
fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM
# 12 Fastener or Drill-TecTM # 14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM
AccuTrac® Flat Plate or Drill-TecTM AccuTrac Recessed Plate 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-TecTM 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.: 13-1022.15
MIAMI-DADE COUNTYM Expiration Date: 11/04/18
�FgaztsuglApproval Date: 11/06/14
Page 14 of 16
Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TeCTM
(Continued) # 12 Fastener or Drill-TecTM # 14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM
AccuTrac® Flat Plate or Drill-TecTM AccuTrac° Recessed Plate 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: One or more plies of GAFGLAS® Ply 4 or GAFGLAS®480 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTn" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./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.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood
coat of approved asphalt at 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 15 of 16
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum '/4" DensDeckT" Roof Board or 1/2" 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 Tx T 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 sidelap 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 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 Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within
this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 11 l and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended 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
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 16 of 16
"TGFU,R1306 - Roofing Systems
Wage 2 of 2
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.
EnergyGuard" RA" or "Tapered EnergyGuard"' RA" or "EnergyGuard'" Composite RA" may be substituted for any Atlas Roofing Corp.
polyisocyanurate insulation in any of the following Classifications.
Trumbull "Perma Map" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLASCV #80 Premium Base Sheet" may be used in any of the following systems,
"GAFGLASC) Flex Ply 6" and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6".
"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 "Fireshield MB" at 24A to 3-gat/1oo-
ft2.
"Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT"
"Ruberoid(D Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid() Mop" SBS products in any applicable Classification,
Class A
1. Deck: C-15/32 Incline: 3
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, any thickness.
Pty Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply® Pty 4" or "GAFGLAS@ Ply 6" hot mopped.
Surfacing, — Gravel.
2. Peck: C-15/32 Incline; 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: --• Three or more plies Type Gl or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS® Ply 6".
Cap Sheet; — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@
EnergyCap" BUR Mineral Surfaced Cap Sheet."
3, peck: NC
Incline: 2
insulation (Opt -somal): — One or more layers perlite, wood fiber, glass fiber, polylsocyanu rate, urethane, perlite/polyisocyanurate
composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in, maximum,
Ply Sheet: Two or more plies Type G1 "GAFGLAS@ Ply 4", "Tri-Plye Ply 4" or "GAFGLAS@ Ply 6".
�eCa1� : -• One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tr€ -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS®
rgyCap'" Mineral Surfaced Cap Sheet."
DL7SjiV-§R;`Qt
k: C-15/32 Incline: 1
(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 "Trl-Ply@ #75 Base Sheet" (may be nailed),
Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Trl-Ply® Ply 4" or GAFGLAS@ Ply 6",
Cap Sheet. —'fie ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Pty@ Mineral Surfaced Cap Sheet" or "GAFGLAS®
EnergyCapT" BU --Mineral Surfaced Cap Sheet,"
Surfacing (Optional): — "TOPCOAT® EnergyCoteY"" applied at a rate of 2-gai/loo-ft2.
http://dalabase.ul.cornicgi-bin/XYV/template,ILISEXT/1FRAMElshowpage.html?nates=TG.., 9/9/2013
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES – REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
84402.13.1 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.
1. A, N' Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions:Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor,
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have; to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system),
3. —Common roofs: Common roofs are those which have no visible delineation between neighboring
u its i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. A '=Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below, The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable, This provides the option of maintaining the
appearance.
5. _Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. � , 4 -Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeterledge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
1. =Ventilation: Most roof structures should have some Ilitlitending
ral airflow thro gh the
interior of the structure assembly (the building itself). The existing amontilation shall n t be
reduced. It may be beneficial to consider additional venting which can the servic Ii of the
roof,
IS- z,,�:
Owner/Agent's nature Date Contractor Signa Date
Revised on 7/9/2009 LD