RF-17-2532Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. IAF -10-17-2532
Permit Type: Roof
Work Classification: Flat
Permit Status: APPROVED
Issue Date: 10/31/2017
Expiration: 04/30/2018
Parcel Number
Applicant
1099 NE 91 Terrace
Miami Shores, FL
1132050010110
Block: Lot:
JUAN ARRAZOLA
Owner Information
Address
Phone
Cell
JUAN ARRAZOLA
1099 NE 91 TERR
MIAMI SHORES FL 33138-3401
Contractor(s) Phone
FLORIDA ROOF -TECH CORP ROOFIN (305)557-9685
Cell Phone
Valuation:
$ 8,868.00
Total Sq Feet: 1245
Type of Work: Re Roof
Additional Info: RE -ROOF FLAT ROOF
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Owners Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Amount
$500.00
$5.40
$4.13
$2.75
$1.80
$275.00
$9.00
$7.20
Total: $805.28
Pay Date Pay Type
Invoice # RF -10-17-65447
10/25/2017 Check #: 005590
10/31/2017 Check #: 005619
10/31/2017 Credit Card
Bond #: 3543
Amt Paid Amt Due
$ 50.00 $ 755.28
$ 255.28 $ 500.00
$ 500.00 $ 0.00
Available Inspections:
Inspection Type:
Tin Cap
Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
In consideration of the issuance to me of this permit, I agree to perform
pertaining thereto and in strict conformity with the plans, drawings, stateme
accepting this permit I assume responsibility for all work done by eithe
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DO
OWNERS AFFIDAVIT: I certify that all the foregoing informa
construction and zoning. Futhermore, I authorize the above -
Authorized Signature: Owner / Applicant /
Building Department Copy
the work covered hereunder in compliance with all ordinances and regulations
or specifications submitted to the proper authorities of Miami Shores Village. In
If, m .gent, servants, or employes. I understand that separate permits are
and SWIMMING POOL work.
hat all work will be done in compliance with all applicable laws regulating
the work stated.
October 31, 2017
Date
October 31, 2017 1
• Miami Shores Village
BUILDING
PERMIT APPLICATION
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
R' -LVED
O C T 2017
L —_ —
FBC20tit
Master Permit No. P.:F 11 -• 1S32
Sub Permit No.
[1] BUILDING ❑ ELECTRIC ❑Y ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF n CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ID q5 NE 9) le(
City:
Folio/Parcel#: / / 3? D -S 00101/0 Is the Building Historically Designated: Yes
Miami Shores County: Miami Dade Zip: 33)3,8
NO
Occupancy Type: Load: "�' Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): JU-an C Ai (&z Phone#:
Address: 1 TQ %
1
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 corameneernErlfryiust be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is • ued. In the abof such -ted notice, the
inspection will not be approved and a reinspection fee will be charged.
Nif
Signature Signature
OWNER iGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
g4 day of 7.t•4 -i1/ , 20 I/ , by 28 day of J� l t-k�/ , 20 17 , by
;�U 6(1 Ai (4.7 0 1.61/ , who is personally known to 1/14.((! L'/A?0 /) t2 who is erspnall _known -td
me or who has produced PL-br I•Jt ! Ili & en&„ as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
****************
PAOLA M LORA
MY COMMISSION #FF076574
EXPIRES: DEC 15, 2017
*Iry *****
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
APPROVED BY L-1-2:7 I Plans Examiner
(Revised02/24/2014)
&I2r4 t -O(
PAOLA M LORA
MY COMMISSION #FF076574
EXPIRES: DEC 15, 2017
Zoning
Structural Review Clerk
Property Search Application - Miami -Dade County
OFFICE CF THE GROPER
Page 1 of 1
Summary Report
Property Information
Folio:
11-3205-001-0110
Property Address:
1099 NE 91 TER
Miami Shores, FL 33138-3401
Owner
JUAN C ARRAZOLA
Mailing Address
1099 NE 91 TERR
MIAMI SHORES, FL 33138-3401
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0802 MULTIFAMILY 2-9 UNITS : 2
LIVING UNITS
Beds / Baths / Half
4/3/0
Floors
2
Living Units
2
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
2,408 Sq.Ft
Lot Size
6,250 Sq.Ft
Year Built
1926
Assessment Information
Year
2017
2016
2015
Land Value
$225,000
$209,500
$190,500
Building Value
$205,782
$206,783
$207,783
XF Value
$1,913
$1,937
$1,434
Market Value
$432,695
$418,220
$399,717
Assessed Value
$217,622
$213,146
$211,665
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$215,073
$205,074
$188,052
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
WATERSEDGE PB 9-141
LOT 13 BLK 1
LOT SIZE 50.000 X 125
OR 21177-2617 04 2003 4
Generated On : 6/8/
Taxable Value Information
Sales Information
2017
2016
2
County
Exemption Value
$50,000
$50,000
$50..
Taxable Value
$167,622
$163,146
$161..
School Board
Exemption Value
$25,000
$25,000
$25.
Taxable Value
$192,622
$188,146
$186.
City
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$167,622
$163,146
$161.
Regional
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$167,622
$163,146
$161
Sales Information
Previous
PriceSale
OR Book-
Page
Qualification Description
04/01/2003
$0
21177-
2617
Sales which are disqualified as a resi
of examination of the deed
04/01/2002
$0
20400-
2640
Sales which are disqualified as a res
of examination of the deed
11/01/1999
$215,000
18862 -Sales
which are qualified
! 1579
12/01/1987
$100,000
13530 -Sales
which are qualified
2187
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 Appra
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
http://www.miamidade.gov/propertysearch/ 6/8/2017
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information) 1
Process No. 1
1
1
1
ROOF CATEGORY 1
Low Slope 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tiles 1
O Asphaltic Shingles 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
0 Prescriptive BUR -RAS 150 % 1
ROOF TYPE / 1
O New roof D Repair 0 Maintenance ileroofing 0 Recovering
PAVED
OCT_ 2017 I
Contractors Name
��-��-'�—
Job Address t 01 l 1\L f �, l `"&V\(
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF)( 2-1 Steep Sloped Roof AREA (SSF) LAS. Total (SF) 1
1
Section B (Roof Plan) 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Includes dinien- 1
•
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of para ets..'. ' 1 .
• 1••
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PERMIT #:
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
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SUBJECT iO CCMPUANCE WITH ALL FEDERAL
STATE ANu CCUNV( OULES AND REGULATIONS
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PERMIT #:
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
i'l
SUBJECT iO CCMPUANCE WITH ALL FEDERAL
STATE ANu CCUNV( OULES AND REGULATIONS
N
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
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
•
•
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations n
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
•
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•
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•
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• • • •
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•
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Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 3313833T
Re: Owner's Name: JLL&r' I ( (Cc.ZO ��-
Property Address: )t A - Nr Ni q, 1P/ (
Date: —2/2S / 1
Roofing Permit Number:
Dear Building Official: • • • ••
.. . ••••
•
•
I �TLLLLsl i\1'(''7_ 0 1 1.C^- certify that I am not required to retrofit the rot:noW ll conneciiMs of m/
building because:
•••• ..
• ▪ • •
•••• • •• ••
••
•
w(rhe just valuation for the structure for purpose of ad valorem taxation is Tess than $300,00014.4Rlease tapproof of ad • •
valorem taxation. • •
• ..
❑ The building was constructed in compliance with the provisions of the Florida Building Cone (Fe) or Wiil•the'provislons •
of 19.4 edition •f the South Florida Building Code (1994 SFBC)
ature
• • .
•. •
i/1
tt f�(4,: zo c,
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.
Swom to and subscribed before me this day of Y _20)1
Notary Public, Sate of Florida at Large
PAOLA M LORA
MY COMMISSION #FF076574
EXPIRES: DEC 15, 2017
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 4�
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. ' Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
G.,
4. (1 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
ca be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provid$g pption of
maintaining the appearance. •
••
.. . .... ••
• ••••
•
•
(qtr
6. Overflow scuppers (wall outlets): It is required that rainwater flvagff so that the j
not overloaded from a buildup of water. Perimeter/edge
discharge if overflow scuppers (wall outlets) are not provided. It may ben nec
scuppers in accordance with the requirements of Sections - . ^440
sicG flay blacK the
ark o install ever4lew
r/Agent's Signah f/ Date Contractor Signa ure Date
)O% A) f - ► I I(
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
. •
•
•
•
• •
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Sth Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.;.
Section C (Low Slope Application)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.: (�' (03 0.0 1
Design
I Wind Pressures, From RAS 128 or Calculations:
P1: `ia • v P2: _11."1 P3: 063. 0
Max Design Pressure, from �i specific product
approval system: 5
Deck:
Type: C pX .Q k ti (JOQcP
Gauge/Thickness: 5/8 -�1T32-
Yq": La-
Slope:
ToSi-40 tstener/ ondinyg`t erlal 1 1
55 Q �P � ' r'`�_Pe I� ��
Surfacing: NtiitQ.ra 1 .SV({ a. SI.ex
1
Fastener Spacing for Anchor/BaseSheet Attachme ':
Field: _4) "/o�c @ Lap, # Rows ? @ "oc
tl
Perimeter: (if "oc @ Lap, # Rowsi @ Gl " oc
Comer: C " oc @ Lap, # Rows 7 @ " oc
Number of Fasteners Per InsulationjBoard:
Field N/Dr Perimeter J//111" Comer Pitt
Illustrate Components Noted and D.tails as Applicable:
Woodblocking, Gutter, Edge Termirlation, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,
Coping, Etc.
Indicate: Mean Roof Height, ParapBt Height, Height of Base
Flashing, Component Material, Mattarial Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chanter 6.
Anchor/Base Sheet & No. of Ply(s): kJ J • t�, �
Anchor/Base Sheet Fastener/ onding Material:
tg• 1V47- )-
tts Cl v_
Insulation Base Layer: _ i"f 111,
Base Insulation Size and Thickness: ___/41 .
Base Insulation Fastener/Bon ng Material:
N
Top Insulation Layer
Top Insulation Size and Thickness:
ALIA-
Top Insulation Fastener/Bonding Material: I n_
Base Sheet(s) & No. of Ply(s): ' Jam/ f�,s'T `e
Base Sheet Fasten r/Bgnding Material:
1 /y" 2_s. 4 f bie S;�
Ply Sheet(s) & No. of Ply(s): 1 1lQ,S P1y4
Ply Sheet FasteneriBonding Material:
Top Ply: IAtv1. ttI SVC Cacc 0Aft.S1.•f
..
e 2 it
Z
• •
•
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1
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Height.'! • I
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Mean
Roof
Height
•
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1
Crushed stone or slag are suitable alternates for grayI In any of the Gass A, B or C systems listed.
Structural cement fiber building units are considered uItabte to be Induded ase deck In the following Class A, B or C systems listed ov r C-15/32
or NC.
I
The use of gypsum board under any of the following Cass A, B or C systems does not adversely affect the rating. The use of Vit -In. min mum thick
gypsum board Is an acceptable alternate for minimum, Insulation over C-15/32 thick roof decks.
The use of polystyrene Insulation board between mini um ill -In. thick pulite board and deck with rosin paper (perlite/rosin
paper/polystyrene/perlite) Is a suitable alternate forppiylsocyanurate board In the following Class A, B or C systems.
"EnergyGuard" RA" or "Tapered EnergyGuerd " RA" dr "EnergyGuard'" Composite RA" may be substituted for any Atlas Roofing Corp.
polyisocyanurate Insulation In any of the following Clalslfiatlons.
Trumbull "Perms Mop" may be udllzed with any of ares following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS® #80 Premium Base Sheet" may be used In any of the following systems.
"GAFGLAS® Flex Ply 6" and "Tri -Pty® Ultra-FlexIble Ply 6' are suitable alternates to "GAFGLAS® Ply 6".
"GAFTEMP Perrnelite Recover Board" may be used In lieu of any partite Insulation In any of the following NC OassMlattw*s.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt' may be surfaced with "Fireshleld MB" at 2% to-ga1/100-
ft2.
"Ruberold® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth' or "Ruberold® 20" or "Ruberold® 20 K
•Ruberold® Mop Smooth 1.5" may be used as an alternate to "Ruberold® Mop Smooth"
Clea 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 tie used In lieu of "Ruberold® Mop" SBS products In any apphcableClasslfic4IMR'
• • •
•• • •••
ClaesA •••• •
1. Decks C-15/32
•
•••• ••
1 • • • •
•••• • •
Insulation (Optional): — One or more Ieysljs partite or wood fiber or glass fiber or polyisocyanurate or anthem or • . .
pertite/polylsocyanurete composts or peril's/ redwing composite or wood Aber/potylsocyanurete compositter 1%nolic, any th ess.
Ply Sleets — Throe or more plies Type G1 0 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ot hchopped. • • • •
Surfacing: — Gravel. • •
•
• •
•••• •
2. Deck: C-15/32 Indlnai 2 i • • • • • • •
•• • ••• •• •• ••
Insulation (Optional): — One or more layers partite or wood fiber or glass fiber or polylsocyenurate or urethane or •
partite/polylsocyanurate composite or partiWurethane composite or wood fiber/polylsocyanurate composite or phenolic, any thi ess.
P$y Sheat: — Three or more plias Type GI or'GAFGLAS® Ply 4" or "Tri -Ply® Ply 4' or'GAFGLAS® Ply 6".
Cap Sheets — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFG ®
EnergyCap'" BUR Mineral Surfaced Cap Sheet."
Indlest 3
•
•••
• •
• •
• •
3. Deck: NC Indlne: 2
Insulation (Optional)* — One or more layers perllte, wood fiber, glass fiber, polylsocyanurate, urethane, perllte/polylsocyanu te
composite, perltte/urethane composite, wood fiber/polylfkxyanurate composite, phenolic, 2 -In. maximum.
Ply Meet: — Two or more piles Type G1 "GAFGLAS® Ply 4•, "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 "GAFG 5®
EnergyCap" BUR Mineral Surfaced Cap Sheen."
4. Decks C-15/32 Inline* 1
Slip Sheet (Optional): — Red rosin paper, called to deck.
Insulation (Optional): — Any thickness partite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or edhe d with
OMG Inc. "OlyBond Fastening System" or au v UL Classified Insulation adhesive.
Sea Sheet — One ply Type G2 "GAFGLAS® #75 baa Sheet' or "Tri -Ply® 175 Base Sheet" (may be nailed).
Ply Sheets — One or more piles Type G3 "GAFGLASS Ply 4" or "Trl-Ply® Ply 4" or GAFGLAS® Ply 6".
Cap sheat: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFG S®
http://database.ul.corn/egi-bin/XYV/templake/LISEXT/1 FRAME/showpage.html?name=... 10 7/2013
MIAMI.OADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1 Campus Drive
Parsippany, NJ 07054
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.mianridade.¢ov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have 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
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks.
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LABELING: Each unit shall bear a permanent label with the manufacturer's name orloga,'Ltity, stated
following statement: "Miami -Dade County Product Control Approved", unless otherw p„rlgted herein
•RENEWAL of this NOA shall be considered after a renewal application has been filed andThere Lasb'een no
change in the applicable building code negatively affecting the performance of this pro'd,u,'t.
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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 revises NOA No. 13-1022.15 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMIDADE COUNTY
APPROVED
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 1 of 31
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Membrane Type: BUR
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type E(1): Anchor sheet mechanically attached to roof deck.
All General and System Limitations shall apply.
Fire Barrier: Topcoat® FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck
(optional) Protection, VersaShield® SoIoTM Fire -Resistant Slip Sheet installed per manufacturer's
installation instructions.
Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid`'
20 Smooth, Ruberoid® SBS Heat-WeIdTM Smooth or Ruberoid® SBS Heat-WeIdTM 25 base
sheet mechanically fastened to deck as described below;
Fastening GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet, Tri-PIy®#75 Base Sheet or any of
Option #1: the above anchor 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)
Fastening GAFGLAS® #80 Ultima" Base Sheet, Ruberoid® 20 Smooth or Ruberoid`" Mop Smooth
Option #2: attached to deck with approved 11/4" annular ring shank nails and inverted 3:' steal plate at a
fastener spacing of 9" o.c. at the 4" lap and in two rows stagger$d Nett i a fastener spacingef: •
Ply Sheet:
Cap Sheet:
Surfacing:
9" o.c. in the center of the membrane. ' • • . • �' •. ' $
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(Maximum Design Pressure —60 psf. See General Limitation tta •
One or more plies of GAFGLAS® Ply 4, Tri-PIy® PIy 4 or GAFG>•A'Se #80:1'JJtiiira Bast •
Sheet adhered in a full mopping of approved asphalt applied wihi,q,IJe EVfi ra:fie and ata• •
rate of 20-40 lbs./sq. installed per manufacturer's installation insti'w lops. •..•
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(Optional) One ply of GAFGLAS® Mineral Surfaced Cap SheCt, Tri;Plye RUIN Granule .•
Cap Sheet or GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheetadhercrtrt�'full
mopping of approved asphalt applied within the EVT range arae! a rate of.10-40•.Ibs./44.
installed per manufacturer's installation instructions.
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® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by
Topcoat® Membrane applied at 0.5 to 0.75 gal./sq.
3. Fiber Aluminum Roof Coating.
Maximum Design
Pressure: See Fastening Options
MIAMFDADE COUNTY
APPROVED
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 25 of 31
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum '/<" DensDeckTM Roof Board or''/" 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 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-tejeet...ate beicir••••
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275 lbf. insulation attachment shall not be acceptable. •• • •••• •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachniefte s•basedoti•aminimurx•••
fastener resistance value in conjunction with the maximum design value listed within a speric systerf. Shoul , ,•
fastener resistance be less than that required, as determined by the Building Official, a'rjvj e!d fastneufacin ;•••••
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered..at'Cbliect, or,R�gisterec•;•,•
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the witl1elra4ra1 resister ce value •
taken from Testing Application Standards TAS 105 and calculations in compliance wrineOfing Application ••
Standard RAS 117. • •
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements'tbese a��as. Fasteres...:
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofingppplication
Standard RAS 1 17. 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 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMIOADE COUNTY
APPROVED
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 31 of 31