RF-19-2925Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date:12/16/2019
Location Address Parcel Number
1060 NE 105TH ST, Miami Shores, FL 33138 1122320280070
:ontacts
Permit No... RF-12-19-2925
Permit Type: Roof
Work Classification: Flat
Permit Status: Approved
Expiration: 06/15/2020
Duplex 900 LLC Owner JUVAL CORPORATION Contractor
44 W FLAGLER ST 2300, MIAMI, FL 33130 ISMAEL RAMOS
2040 SW 123 CT, MIAMI, FL 33175
Business: 3054918438
Description: RE -ROOF BUR FLAT ROOF Valuation: $ 6,700.00 Requests:
Inspection 305-4949
Total Sq Feet: 500.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$4.20
DBPR Fee
$3.75
DCA Fee
$2.50
Education Surcharge
$1.40
Roofing Fee
$200.00
Scanning Fee
$12.00
Technology Fee
$6.25
Total:
$280.10
Payments
Date Paid Amt Paid
Total Fees
$280.10
Credit Card
12/11/2019 $50.00
Check # 2334
12/16/2019 $230.10
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating constructioq W Ong. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
December 16, 2019 Page 2 of 2
RECEIVED
r Miami Shores Village DE 11 2019
Building Department By:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201"')
BUILDING Master Permit No. ��"(2` �� 29 25
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [_]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
'w A►VrF, T CONTRACTOR DRAWINGS
JOB ADDRESS: 1r OG1 1 Q 5 S1
Citv: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11' 2 * —02� °-0070 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: /I Flood Zone: BFE: FFE:
OWNER: Names (Fee Simple Titleholder): U Pit)e qoo L b L Phone#:
Address:_ $ 1 w Da8e( ST 2300, pM- o � mi I rz. 3S i 3o
City: M/�i State: ! ta, a0\ Zip: 5 3(3
Tenant/Lessee Name: Phone#:
Email:
_JUv
CONTRACTOR:_ Company Name: _corPc�1 �4, Phone#: 05— 111 —89' 9
Address: 5 5O 2 NW % sr -
City:
AN om State: RLVJQC,\ Zip: `3 3126
Qualifier Name: (S Ma(Q) 2wn u5 Phone#: 36 / l / 'b<36
State Certification or Registration^#: ccc J 330G Certificate of Competency #:
DESIGNER: Architect/Engineer: ✓V k Phone#:
Address: 7 City: State: Zip:
Value of Work for this Permit: $ Gko oo Square/Linear Footage of Work: �0a� F
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: re- roof B y 1`nn Ftod- roof
Specify color of color thru tile:
Submittal Fee $ 60 Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $ 'SOD
TOTAL FEE NOW DUE $ 2,S0 , 10
-130-1 O .
Bonding Company's Name (if applicable)NA
V A
Bonding Company's Address
City State /� Zip
Mortgage Lender's Name (if applicable) At -
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 c Ply
of the notice of commencement and construction lien laybro re will be delivered to the person
whose property is subjecttotachment. Also, a certified copy of the recorded notice of coment must be posted at the job site
for the first inspection whi occurs seven (7) days after the building permit is issue Isence of such posted notice, the
inspection will not, a d and a reinspection fee will be charged.
Signatu
OWNER or AGENT
Signatu
The foregoing instrument was acknowledged before me this The
f 1 day of Ot)C?M\l-?/ 20 .rJ by
i S rVLO RAM who is personally known o.
CONTRACTOR
instrument was acknowledged before me this
t e
� day of _ Q-ll 6,,' 20 _1 f( , by
ic
7 me/ fz"a5 who -is personally known o
me or who has produced as me or who has produced as
identification and who rers
;i�YPY�¢, ANTHONYRODRIGUEZ dentification and who did t S�y:L �• ANTHONYRODRIGUEZ
NOTARY PUBLIC: ,g ,: MY COMMISSION # GG 183488- MY COMMISSION # GG 183488
*: OTARY PUBLI ,:
EXPIRES: February 6,2022 _ EXPIRES:February 6,2022
;+, e ± ? ` Public Underwdters
FBi i Bonded Thru Notary Public underwriters 'eoF . Bonded Thru Notary
Sign:
Print: R1 o-ques Print: O r, G
Seal: Seal:
C
APPROVED BY t Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
apartment of State / Division of Corporations / Search Records / Detail By Document Number /
Detail by Entity Name
Florida Limited Liability Company
DUPLEX 900 LLC
ELRag Information
Document Number
L15000194734
FEI/EIN Number
47-5613872
Date Filed
11/17/2015
State
F L
Status
ACTIVE
Principal Address
44 WEST FLAGLER ST
SUITE 2300
MIAMI, FL 33130
Changed: 03/23/2016
Mailing Address
44 WEST FLAGLER ST
SUITE 2300
MIAMI. FL 33130
Changed: 03/23/2016
EMIstered Agent Name & Address
EXCO US ATRIUM
44 WEST FLAGLER STREET SUITE 2300
MIAMI, FL 33130
Name Changed: 01/29/2018
Authorized Person)_jl Detail
Name & Address
Title MGR
BEN SOUSSAN, LAURENT
44 WEST FLAGLER ST
SUITE 2300
MIAMI, FL 33130
Title MGR
SPORTICH, THIERRY
44 WEST FLAGLER ST
SUITE 2300
MIAMI, FL 33130
Title Manager
SCEMANA, PATRICE M
44 WEST FL AGLER ST
SUITE 2300
MIAMI, FL 33130
Annual Repott3
Report Year
Filed Date
2017
02/16/2017
2018
01/29/2018
2019
03/12/2019
Document Images
03/12/2019 — ANNUAL REPORT View image in PDF format
01/29/2018 — ANNUAL REPORT Mew Images a i� F format
02/16/2017 -- ANNUAL REPORT View image in PDF format
03/23/2016 -- ANNUAL REPORT View Image In PDF format
11/17/2015 -- Florida Limited Liability View image In PDF format
GABLES ROOFING ��
Juval corporation DBA Gables roofing
5582 NW 7th Street, Suite 200,
CCC 1330038 State Certified
Miami, FL 33126
(786)529-5663
PERMIT AUTHORIZATION FORM
HOMEOWNER: L' itkt51- 900 , uuc
To whom it may concern,
I hereby authorization Juval Corporation DBA Gables Roofing to act as my agent for the purpose of securing a permit for the attached
contract entered into by me. This authorization allows Juval corporations agents to sign the building application and other documents needed
to obtain a construction permit and final inspection of said work as described in the contract as owner/ agent and if necessary to sign the
owners name only for the purposes of such to the following described address.
Address: 1060 NE 105 St, Miami, FL 33138
Printed Names: s: { VATRIt C le Si �� { t 4 s M an a p teq 4' 0-z) ll C_
Date Signed: 12/2/2019 *1�
Signed and sworn before me this of lC 20 11
Produced ident' c 'on of: o 111 U -,/-I �d Gcn FL
Notary signature:
(Stamp)
�► : M7
9
y' �YA NoWy
^&
111
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT F, SIT
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami -Dade County Building Department
H 805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name
Property Address
Roofing Permit Number
bu0L17;v. 906, LLc
1060 NE 105 St
Dear Building Official:
I f ftyoGCer� SCApA- I A-1 M AV "01- 0 certify that I am of required to retrofit the roof to wall
connections of my building because:
M The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00.
J P P
The buildingwas constructed in compliance with the provisions of the Florida Building Code
P
(FBC) r with the provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).� I
Si
Print Name
Owner
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this
day of T�2C.e�tzq 20 11
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
l l
;� n 4.If-r,T TO (,OMIT IANCE WITH ALL FEDERAL
I I AM CON: I Y IMI FS AND RFOMLATIONS
A
(SEAL) R
J
11 2019
Pe onally known ti �'�8.� By
or Produced Identification y' n ,,, kAftbuAmm Nobly
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
C:VJocumcnts anJ ticuingsYicl Wfy DocumcntstimUstics(irnphs 2VZoofing AffidaviCompliance-92607FiIlahle.Jvv
MIAMI-DADE COUNTY
REQUIRED OWNERS NOTIFICATION FOR
ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to ex-
plain to the owner the content of this form. The owner's initials in the designated space indicates that the item has
been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velociq.Murricade Zlarfi') are.. •„•
for the purpose of providing that the roofing system meets the wind resistance and jaiter intrusion perfor-. •
mance standards. Aesthetics (appearance) are not a consideration with respect toy"*r;anshirprovisions.: "
Aesthetic issues such as color or architectural appearance, that are not part of a tantng 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 rrh% i% lh to be rebailed in •
accordance with the current provisions of Chapter 16 (High Velocity Hurricane tones) oT the Florda SuildinEr .. • 0 •
Code. (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 units
(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 work to be performed.
4. Exposed ceilings: 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
penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining
this appearance.
5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause wa-
ter to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress
and may require the review of a professional structural engineer. Ponding may shorten the life expectancy
and performance of the new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded
from a build up of water. Perimeter/edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the
structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced.
8. Existing Solar Systems: The stallation of an existing roof mounted photovoltaic system requires a
arate permit. Permit m ined i"Wirdyft ize g permit.
RWM
* n of GG 19Eii2
: aU
CONr.�SHU"RM
1060 NE 105
rAMUZ
ED
1ZL01,W 3+e
Miami
rutmffNuA=
FL 33138
:in n.
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section A („Genera! information)
Master Permit No. Process No.
Contractor's Name _ Juval Corporation ;.
Job Address
1060 NE 105 ST • • • • •
• •
•
ROOF CATEGORY • • • •
.... . .....
■ Low Slope ❑ Mechanically Fastened Tile ❑ Mortfif1Xd6eslv4 AQCTlle • • • •
......
❑ Asphaltic ❑ Metal Panel/Shingles❑ Woot.COb.iggleAhVkes
Shingles •
• Are there:...:.
❑ Prescriptive BUR-RAS 150 Gas Vent Stacks?
Yes Noe.i .". •
ROOFTYPE Type: Natural) 006)(D
❑ New Roof ■Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
500
I
500
Section B (Roof Piano
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
Identify dimensions of elevated pressure zones and location of parapets.
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Florida Building Code 6th Edition (2C17)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C(Low Slo ed Roof System)
Fill in Specific Roof Assembly Components
and ldenft Manufacturer
(if a component is not used, kWn�* as •NA j
System Manufacturer 6A i"
NOA No.; Qa
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxt:ePze Pmax2: / 1,7 Pmax3:-6_
Max. Design Pressure, the Specific NOA
System:- _----t }
Deck: ! ri
Type:1 X
Gaicmess: /
Slope: + ; , 2
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer,
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) a No. of Ply(s): %b LPd6e Ilut —1
B�Sheet Fastener"n�
t Material:
Ply Sheet(s) & No. of Ply(s):
Y�Tr_
TOP Ply. M c�^t'rW 5 i1 r��G{ rot PSl2Ci
T Ply Fastener/ I aterial:
Surfacing:_ i`r` C U rf V�C kO C,& PS t
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: G ' oc @ LOP. # Rows 2_
Perimeter.
oc ®Lap, # Rows` oc
Comer f• oc @ Lap, # Rows �f: oc
' •
Number of Fasteners Per InsNiation
Board ••••••
Field Perimeter
cOm9t �•
Illustrate Components Noted and
Details as Applicable: • • • • •
Woodblocking, Gutter, Edge •TerrhinatioQ ••
Stripping, Flashing, Continuous Cleat, Can! o • •
Strip, Base Flashing, Counter- Flashing,
Coping, Etc,
Indicate. Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
ComPIY with RAS 111 and Chapter 16.
rT" I /T-awhLJ r
�'tt MPM6rov,eSlti'P
FT.
3 x 3 Dr;
Parapet
Height
Ply 4 Z P1�'eS
-7
5 8- Pk,;eShe p}
FT.
t(j'
6-
M ean nRoot
Height
•
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MIAMI-D %DF COI NTV
PRODUCT CONTROI. SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OE RIsGULATORV AND ECONOMIC RESOURCES (IIER) Miami, Floricla 33175-2474
BOARD AND CODE ADNIINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.etlyLc Uftly
s ..
GAF ..
0
1 Campus Drive ••.. e •••• a ..
Parsippany, NJ 07054 sees** •
SCOPE:
. NIS
This NOA is being issued under the applicable rules and regulations governing tile o const+e use vctiotjeee;s
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 allowell by'tlte Authority
Having Jurisdiction (AHJ). s �••009
so.* •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Products•O**•
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 Flit;h Velocity I lurricane 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 tiled 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. 14-1030.01 and consists of pages I through 27.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page I of 27
Osseo*
s OOe o•
o
Oeoo•
90000
o .... .
O
ROOFING SYSTEM APPROVAL
Catcuory:
Rooting
Sub -Category:
BUR
Material:
Fiberglass
Deck Tyne:
Wood
•
Maximum Design Pressure: -97.5 psf.
••. •
TRADE NAMES OF
PRODUCTS MANUFACTURED
OR LABELED Bl' API'l;�fjv�T: �•
TABLE
1 ••••
Test
ProdU4:::. •
Product
Dimensions
Specification
DescrintiASt.' ;•••••
GAFGLAS Ply 4
39.37" (1 meter)
ASTM D2178
Smooth surfaced asphaltic jI' �ho0et reinforced
Wide
with fiberglass mat. 00049
Tri-Ply"Ply 4
39.37" (1 meter)
ASTM D2178
Smooth surfaced asphaltic p?�sheet reiipolcctL
Wide
with fiberglass mat. ""
GAFGLAS"'
39.37" (1 meter)
ASTM D2178
Smooth surfaced asphaltic ply sheet reinforced
FlexPly"' 6
Wide
with fiberglass mat.
GAFGLAS475
39.37" (1 meter)
ASTM D4601
Smooth asphaltic base or base/ply sheet reinforced
Base Sheet
Wide
with fiberglass mat.
Tri-Ply'"- 475 Base
39.37" (1 meter)
ASTM D4601
Smooth asphaltic base or base/ply sheet reinforced
Sheet
Wide
with fiberglass mat.
GAFGLAS #80
39.37" (1 meter)
ASTM D4601
Smooth asphaltic base or base/ply sheet reinforced
Ultima"' Base Sheet
Wide
with fiberglass mat.
GAFGLAS'
39.37" (1 meter)
ASTM D4897
Smooth surfaced asphaltic perforated venting base
Stratavent-'
Wide
sheet reinforced with fiberglass mat.
Perforated Venting
Base Sheet
GAFGLAS"'
39.37" (1 meter)
ASTM D4897
Smooth surfaced asphaltic nailable venting base
StratavenO'Nailable
Wide
sheet reinforced with fiberglass mat. Bottom side
Venting Base Sheet
surfaced with granules.
Ruberoid" 20
39.37 (1 meter)
ASTM D6163
SBS polvmer-modified asphalt base or
Smooth
Wide
anchor sheet reinforced with a fiberglass neat.
Ruberoid`' Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or
Smooth
wide
anchor sheet reinforced with a polyester mat.
Ruberoid' Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or anchor
Smooth 1.5
wide
sheet reinforced with a polyester mat.
Ruberoid`' Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or
Plus Smooth
wide
anchor sheet reinforced with a polyester mat.
Ruberoid'N HW 25
39.37" ( I meter)
ASTM D6163
Smooth surf,iccd torch applied SBS base or anchor
Smooth
wide
sheet reinforced with a libei-lass mat.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date. 11/08/18
Page 2 of 27
TRADE NAiMFS OF PRODUCTS MANUFACTURED OR LABELFD BY APPLICANT:
TABLE
1
Test
Product
Product
Dimensions
Specification
Descrintion
Ruberoid" HW
39.37" (1 meter)
ASTM D6164
Smooth surfaced torch applied SBS basebr,j;for
Smooth
wide
sheet reinforced with a poly;ste r naat. •
GAFGLAS`"'
39.37" (1 meter)
ASTM D3909
•• •
Granule surfaced asphaltic c'0':'j"t reirrioieed•
Mineral Surfaced
Wide
with fiberglass mat. •"•••• •
Cap Sheet
.'••Ya ;•••;•
Tri-Ply' BUR
39.37" (1 meter)
ASTM D3909
Granule surfaced asphaltic e-11 hjet reiitforcod
Granule Cap Sheet
Wide
.. .. ••••
with fiberglass mat. :•
GAFGLAS')
39.37" (1 meter)
ASTM D3909
Granule surfaced asphaltic Zapshiet reinforced
EnergyCap`"
Wide
with fiberglass mat. Cap sl:eetia futorrcoate'd
Mineral Surfaced
with TOPCOAT" FnergyCotc•'" 4,1,4oleric••
Cap Sheet
Coating. ••••
Topcoat"-' Surface
5 or 55 gallons
ASTM D6083
Solvent -based thermoplastic rubber
Seal SB
sealant designed to protect and restore aged roof
surfaces and to increase roof reflectivity.
Topcoat'
1, 5 or 55 gallons
ASTM D6083
Water -based elastomeric coating
Membrane
Topcoat`' MB Plus
5 or 55 gallons
Proprietary
Water based. low VOC primer designed to block
asphalt bleed -through.
Topcoat' FireOut' 5 or 55 gallons
Fire Barrier Coating
VersaShield" Fire- 12" x 100' rolls
Resistant Roof
Deck Protection
VersaShieldW' Solo"' 42" roll wide, 100
Fire -Resistant Slip ft.
Sheet
Proprietary Low VOC, water based fire barrier coating.
ASTM D226 Non -asphaltic, fiberglass reinforced underlayment
and!or fire barrier
ASTM D 146,
D828, D4869,
D6757
Topcoat' 1, 5 gallons or TAS 139
FlexSealT"' 1 qt. tube
Non -asphaltic, fire resistant fiberglass
underlayment
Solvent -based elastomeric sealant.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 3 of 27
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description
EnergyGuard"' Polyiso Polyisocyanurate foam insulation
Insulation
EnergyGuard`" Tapered Polyisocyanurate foam insulation
Polyiso Insulation
EnergyGuard"' Ultra Polyiso Glass -faced polyisocyanurate foam insulation
Insulation
EnergyGuard"' RA Polyiso Polyisocyanurate login insulation
InSUlatlon
EnergyGUard"' RA Composite Polyisocyanurate foam insulation with high
POlyiso Insulation density fiberboard or permalite
EnergyGuard"' RH Polyiso Polyisocyanurate foam insulation
Insulation
EnergyGuardT"' RH Tapered Polyisocyanurate foam insulation
Polyiso Insulation
EnergyGuard"' RN Polyiso
Polyisocyanurate foam insulation
Insulation
EnergyGuard"' Perlite Roof
Perlite insulation board
Insulation
EnergyGuard" Perlite Recover
Perlite recover board
Board
SeCllrock"' Gypsum -Fiber Roof
Gypsum board
Board
Securock' Glass -Mat Roof
Glass faced gypsum board
Board
Structodek`' High Density Fiber
High density fiberboard
Board Roof Insulation
DensDeck'" Prime Roof Board
Gypsum board
DensDeck't Rool' Board
Gypsum board
Manufacturer
With Current NOA
sees..
...4iAF
.
.see
. •
•
sees•
sees..
.
.e..j(�AF
•
sees
sees..
.
• (GAF
•
(ZAF
sees
GAF
GAF
GAF
GAF
GAF
United States GN psunl Corp.
United States Gypsum Corp.
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum LLC
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 4 of 27
sees..
.
Goose•
sees..
.....
. .
sees.
•.•..•
.
.
.woes•
.
APPROVED FASTENERS:
TABLE 3
Fastener Product
Product
Number Name
Description
1. Drill-Tec'" 412 Fastener
Phillips head, modified
buttress thread, pinch point.
carbon steel fastener for use
in steel or wood decks. With
CR-10 coating. Available
with a pinch point or drill
point.
2. Drill-Tec"' 414 Fastener
Truss head, self -drilling.
pinch point. high thread
fastener for use in steel, wood
or concrete decks.
3. Drill-TecT"' ASAP 3S
Drill-TecT" #12 Fastener with
Drill-TecT"' 3" Standard Steel
Plate.
4. Drill-Tec"' 3" Steel Plate
Round GalvalumeR steel
stress plate with reinforcing
ribs and recessed for use with
Drill-Tec" fasteners.
5. Drill -"I ec" 3" Standard Steel
Galvalume`" coated steel
Plate
stress plate for use with
approved Drill-Tec"
fasteners.
6. Drill-Tec" ACCUTra& Flat
A2-SS aluminized steel plate
Plate
for use with Drill-Tec"
fasteners.
7. Drill-Tec" AccuTracCR'
Galvalume(g'steel plate with
Recessed Plate
recess for use with Drill-
Tec"' fasteners.
8. Drill-Tec 3 in. Ribbed
Round Gal�alume"Ji' plated
Galvalume Plate (Flat)
steel stress plate v, ith
reinforcing ribs for usr with
Drill--ec" fasteners.
Manufacturer
Dimensions
(With Current WA)
912 x 8" max.
;
G
,••
length. #3
•' •
:•. ••
Phillips head.
•
414 x 16"
�••:�:
GAF •
max. length,
•.•••,
#3 Phillips
•••• i
•
head.
• ••
• • •
See
GAF
components
3" Round GAF
3" Round GAF
3" square; GAF
0I T' thick
3" square; GAF
.017" thick
3" R011nd GAF
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 5 of 27
EVIDENCE SUBMITTED:
Test Auencv
Factory Mutual Research Corp.
UL LLC
PRI Construction Materials
Technologies, LLC
Test Identifier Description
3014547
4470
3029832
4470
3033135
4470
3034312
4470
3036980
4470
3038278
4470
3040738
4470
3041769
4470
3042887
4470
3042905
4470
3046081
4470
3046388
4470
3047636
4470
ODOA8.AM
4470
OD I A8.AM
4470
OY9Q5.AM
4470
1 B9A8.AM
4470
2138A4.AM
4470
3 B9Q I .AM
4470
3 D4Q2.A M
4470
797-03221-267
4470
797-03825-267
4470
797-10228-267
4470
R1306
UL 790
GAF-122-02-01
TAS 139
GAF-270-02-02
ASTM D226
GAF-276-02-01 Rev
ASTM D6083
GAF-276-02-02
ASTM D226
GAF-306-02-01
ASTM F.96
GAF-314-02-01
ASTM D2178
GAF-315-02-01
ASTM D2178
GAF-369-02-01
ASTM C1289
GAF-417-02-01
ASTM C 1289
GAF-464-02-01
ASTM C1289
GAF-464-02-01
ASTM C1289
GAF-499-02-01
ASTM )6083
GAF-500-02-01
ASTM D6083
GAF-549-02-01
TAS 114
GAF-549-02-02
TAS 114
GAF-559-02-01
TAS 117(13)
GAF-559-02-04
ASTM D 1876
GAF-559-02-05
ASTM D 1876
GAF-559-02-06
TAS 1 14(H)
GAF-559-02-07
ASTM D 903
GAF-559-02-08
ASTM D 903
..
•00:••
•00000
Date
05/22/03
05/ 1 1 /07
1 1 /24/08
04/09/09
08%14/09
11/18,11
11/16/10
05/26/ 1 1
1 1/14/1 1
01/10/12
02/13/13
09/24/ 12
08/08/ 13
07/Q9/99
; "7�19/94
,04/Q 1 /98
040/97
07*02/97
%0.145/98
05/30/97
:.(":7/07
07/21/08
01/;3/15
......
08/21/18
OW/06
11/15/10
12/16/10
11115110
07/07/ 1 1
08/23 / 1 1
08/23/ 1 1
10/22/ 12
05/28/ 13
10/22/12
02/06/ 14
03/ 12/14
03/12/14
08/08/ 14
08/08/ 14
09/30/ 14
10/01/14
10/15/14
10/02/ 14
10/02/ 14
10/02/ 14
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Pate 6 of 27
EVIDENCE SUBMITTED: (CONTINUED)
Test Ap_ency
Test Identifier
Description
Date
PRI Construction. Materials
GAI -559-02-09
ASI'M D 903
10,02/14
Technologies. LLC
GAI--5i9-021-I I
TAS 114
10/14/14
GA1--559-02-12
TAS 114
1014/14
GAF-559-02-13
TAS 114
10/15/14
GAF-559-02-14
TAS 114
10/15/14
GAF-559-02-15
TAS 114
10/15/14
GAF-559-02-16
TAS 114
10/15/14
GAF-559-02-18
TAS 114
10/15/14
GAF-559-02-19
TAS 114
04/16/15
GAF-628-02-01
ASTM C 1289
05/31 /16
IRT of S. FI.
02-005
TAS 114
01/18/02
02-014
TAS 114
03/22/02
Trinity I ERD
C8500SC. 11.07
TAS 117
91 1/3Q/07
G30250.02.10-3-R2
ASTM D3909
WWIM 5
G31360.03.10
ASTM D616I..� :
vG0/34/10
G311470.0,.1 1
AS F%I D6164s*:••
:I 1%*71 1
G34140.04.1 1-2
ASTM DO1601""'
04 15/1 1
G34140.04.1 1-4-R2
ASTM D040;"".
:V6A3 15
G34140.04.1 1-5-R3
ASTM D4897" * * e
"06!04/ 15
G36780.07.1 I -R 1
4470-TAS 114 : * *:
4*4,4I 1
G40630.01.14-1
ASTM D616:: .::.
01 /Q6/ 14
G40630.01.14-2A
ASTM D616$
.01/0' /14
G40630.01.14-2A-1-RI
ASTM D6166
WIWI4
G43610.01.14
ASTM D390N - *
•0 I /i3/ 14
G6850.08.07-1
ASTM D3909
O-W+t /07
SC6870.08.14-R 1
ASTM D3909
09/04/ 14
SC9700.08.15-R 1
ASTM D2178
8/31 /2015
SC 10680.05.16
ASTM D6163
5/ 10/2016
SC 13105.03.17-R I
ASTM D6164
3/23/2017
Dynatech Engineering Corporation
H4482.02 95-1
TAS 114
09/01/95
Atlantic 8 Caribbean Roof
1 1-053
TAS 114
08, 12/1 1
COnSUltants. LLC
NOA No.: 18-0919.07
Expiration Dater: 11/04/23
Approval Date: 11/08/18
Page 7 of 27
Membrane Type:
BUR
Deck Type 11:
Wood, Non Insulated
Deck Description:
Min. 15/32" thick or greater plywood or wood plank 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 F(3):
Anchor sheet mechanically attached to roof deck.
All General and System Limitations shall apply.
Fire Barrier:
TOPCOAT FireOutT" Fire Barrier Coating, VersaShield" Fire -Resistant Slip Sheet or
(optional)
VersaShield`') Solo"' Fire -Resistant Slip Sheet installed per nlanutacturer'S installation
instructions.
Anchor sheet:
GAFGLAS'� #75 Base Sheet, Tri-Ply" #,75 Base Sheet, Ruber0i(14 20 SI1100th Or
GAFGLAS`" Strataven�r Venting Nailable Base Sheet is Secured as described below.
Fastening
Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in.
Option #1:
diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8
in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure: —45 psf See General Limitatimp#7)� • • • • • • •
Fastening
Miami -Dade County Approved min. 12 ga. annular ring shank pWjjjipd milt 1=j/i4'in. ••��;�
Option #2:
diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide ancjlpji:hoot side laps and 6
. ....
in. o.c in the field of the sheet in two staggered rows. ....
(Maximum D _P=rvssure.---5 ,5 �s ' S'ee General Limilatiun#7# ••••.
FasteningDrill-Tec"'
414 Fasteners and Drill-Tec`°' 3 in. Standard Steel P �� •Drill-73 ��•• •�••• .I� l .
Option #3:
......
ACcuTrac' Flat Plates or Drill-Tec"' 3 in. Ribbed Galvalume 1?14tc. Flat) are spaced 16 .'
in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. t.c. in the field of the shecv*..:.
in two staggered rows.
(Maximum Design Pressure: —52.5 p.sf See General LinikatiomV 7)0 .00. •
Fastening
Drill-Tec'°' 414 Fasteners and Drill-Tec'"' 3 in. Standard Steel Plates. Drill-Tcc'
Option #4:
ACcuTraclFlat Plates or Drill-Tec`°' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12
in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet
in two staggered rows.
(Maximum Design Pressure: —60 psf. See General Limitation #7)
Fastening
Drill-Tec"' #14 Fasteners and Drill -Tee"' 3 in. Standard Steel Plates, Drill-Tec`°'
Option 45:
ACCUTrac' Flat Plates or Drill-Tec'°' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in.
o.c. in the nlin. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in
three staggered rows.
(Maximum Design Pressure: —97.5 psf See General Limitation #7)
Ply Sheet:
When optional cap sheet is present:
Two or more plies of GAFGLAS- Ply 4, Tri-Plv* Ply 4, GAFGLAS`"' Flex Ply 6 adhered
in a u I mopping of hot aspha t applied at 20-40 lbs./sq. installed per manufacturer's
Installation II1StrLICti0I1S.
When optional cap sheet is not present:
Three or more plies of GAFGLAS'R' Ply 4, Tri-Ply° Ply 4, GAFGLAS" Flex Ply 6
adhered in a full plopping of hot asphalt applied at 20-40 lbs./sq. installed per
manufacturer's installation instructions.
NOA No.: 18-0919.07
Expiration Date: I1/04/23
;approval Date: 11/08/18
Page 23 of 27
Cap Sheet:
Surfacing:
(Optional) GAFGLAS" Mine rfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet
or GAFGLAS Energy ap ' Mineral Surfaced ap heet adhered in a full mopping of hot
asphalt applied at 20 — 40 lbs./sq. 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.
I . 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 I to 1.5 gal./sq.
OR
Topcoat" MB Plus applied at 0.5 to 0.75 gal./sq.(to be use(l as a primer) followed by
Topcoat Membrane applied at 0.5 to 0.75 gal./sq.
3. Fiber Aluminum Rool'Coating.
Maximum Design
Pressure: See Fastening Above. • Y
......
. ..
......
••••••
• •
•••••
•
• •
• •
••••••
•• •
• ••
• •
• •
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date. 11/08/18
Page 24 or27
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLAS ` Ply 4 and GAFGLASe Flex Ply"' 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum'/4 DensDeck`" 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 oi'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 usirjg spat
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbckns in three r(V1,'0'1Te at ....•.
each sidelap and one down the center of the sheet allowing a continuous area of ventilation• 1:11circli*2 olithe ••
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow crclsmalnlilatioit 'A*tphalt ••••�•
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attaelf&f tf stems shall be ;••���
limited to a maximum design pressure of -45 psf. """ " " "
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (t� value of�75 Ibf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener valueiaqt*;d-test*d,•w*e4below...���
275 Ibf. insulation attachment shall not be acceptable. ••�"•• �•
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachm:nt M. Eased qp a nlinimuin"
fastener resistance value in conjunction with the maximum design value listed within a.&peci#ic systIn'S'liould the "
fastener resistance be less than that required, as determined by the Building Official, a rewisckaster rspacing. :�•��:
prepared, signed and sealed by a Florida Registered Professional Engineer, Rcgistcred Architect. or RfalStered
Roof Consultant may be submitted. Said rc\ iscd fastener spacing shall utilize the withdrowal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Rooting Application
Standard RAS 1 17.
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 Rooting 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.)
3. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Rooting Application Standard RAS I I I and applicable wind load requirements.
�. 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 47 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 Cole.
END OF THIS ACCEPTANCE
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 27 of 27