RF-19-414A RECORDED NPOM SCE T BE pOF COMMEOSTED ON THE JOB NCEMENT INSPECTION I llllll {11{l lull full lull lull Ifll! llll Ilfl
PERMIT NO. ,1 _A FOLIO NO. l �— Zj �� 0630036
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address:
2. Description of improvement:
C:F'N 2019R0145703
OR BK 31354 P9 2761 (11"9s)
RECORDED 0 3 /i 16/2l)19 1.3:15:31
HARVE'f RU�'IN? CLERK. OF COURT
MIAMI-DADE COUNT'r FLORIDA
Space above reserved for use of recording office
3. Owner(s) name and address: GfiN S, I'I/I'16E4 ( C/fffi /7/,9 OiZ-=S r/ 9.V i
Interest in property:
Name and address of fee simple titleholder:
4. C ntra tor's name, address nd phone number: 1 �V �� L
0224- l$7� 7 4 Aroe H114w,mac_. tzS
5. urety: Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
713.13(1)(b), Florida Statutes. M
Name, address and phone number:
ens
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR P
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CO
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) f Owner er(s)' Authorized Officer/Director/Partner/Manager p nitq��
Prepared By Prepared By
Print Name c Print Name ¢
Title/Office Title/Office " r
STATE OF FLORIDA s►ti�o�!
COUNTY OF MIAMI-DADE
The forgoing instrument was acknowledged before me this �_ day of }'Y1GL ML
g ZA, ►-0 (cl,e(
Individually, or ❑ as for
❑ Personally known, or produced the following type of identificatio i L
Signature of Notary Public:'
Print Name: S
(SEAL) yri., LESLIE J. ER8`
Notary Public -State o� Florida
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES ; �:, rmissioi GG 228427
Under penalties of perjury, I declare that I have read the foregoing and '� '''� My �;;i;�m. Expires Aug 17, 2022
that the facts stated in it are true, to the best of my knowledge and belief. :� Bonded through National Notary Assn.
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
By ) 1= l� N - %yj C L. By
123 01-52 PAGE 3 9/17
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit # R r `1)Z�,�"
INSPECTION AFFIDAVIT
DATE: `Zd 19
I jo— V/�0 licensed as a ( Contractor Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #:�f CG1-6 2,,?8-3�
On or about
(Date & time)
work at 30
A)W I T t) tt .
(Complete Job Site Address)
I did personally inspect the roof deck nailing
33162
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this daI of In
Notary Public, Sate of Florida at Large
'General, Building, Residential, or Roofing Contractors or
permit # and address # dearly shown marked on the deck
JOSE A. GIRON
Notary Public • State of Florida
ICY • Commission = FF 990930
'?or eC M. Comm.' ,-flres Sep 3. 2020
Bardet throgh Natii.raf Notary Assn.
certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
0a„-4 — r711r11'N11A%r P)11)rN10
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Pl?lf�1i�]U
Issue Date: 03/05/2019
Location Address Parcel Number
30 NW 110TH ST, Miami Shores, FL 33168 1121360030030
Contacts
Permit NO.: RF-02-19-414
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: Approved
Expiration: 08/21/2019
JEAN SERGE MICHEL Owner MAJACO ROOFING CONTRACTOR, LLC Contractor
30 NW 110 ST, MIAMI SHORES, FL 331684319 JOSE VARGAS
749 NW 26 AVE, MIAMI, FL 33125
Business: 7862226421
Description: RE -ROOF TILES AND FLAT ROOFS Valuation: $ 13,000.00 on Requests:
Inspection titi4949
Total Sq Feet: 1,820.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$7.80
DBPR Fee
$4.13
DCA Fee
$2.75
Education Surcharge
$2.60
Roofing Fee
$225.00
Scanning Fee
$12.00
Technology Fee
$6.88
Total:
$311.16
Payments
Date Paid
Amt Paid
Total Fees
$311.16
Check # 3482
03/05/2019
$261.16
Cash
02/22/2019
$50.00
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 construction and zing. Futhermore, I authorize the above named contractor to do the work stated.
Signature: Owner / Applicant / Contractor / Agent Date
March 05, 2019 Page 2 of 2
1
BUILDING
PERMIT APPLICATION
Miami Shores Village RLcC1vEo
Building Department MAR 05 2019
t,(6_.
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 2011 b
+11
Master Permit No. —1 ci -y 1 w
❑BUILDING ❑ ELECTRIC M ROOFING
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: -3d AJ w 1/0 S
City: Miami Shores County: Miami Dade Zip: 33%�
Folio/Parcel#: % ' L 1 3 6 003 0030 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): J FA N ffifG t- Phone#:
Address: 30 N kl 1,1z2 S
City: /1i%/ll/YJ/ Sho res- State: Zip: 3
Tenant/Lessee Name: Phone#:
Email
/ 9' �/
yh ace /r a o
CONTRACTOR: Company Name: 1 �Y D r Phone#:
Address: lyf 12Z 11� /A
r ( �-
City: l��%C State: �- Zip: 312
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
hone#:
of Competency #:
Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ n 3 0 () 0 - 0 Square/Linear Footage of Work: CJ C -0
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: E- �� )'1 T l Le 9 F/ a r EO O r- i
Specify color of color thru tile: -"eR/Z -ic -rr1%
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ �� I • I
(Revised02/24/2014)
Y 1. _ . .
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature,� 1,10
t O NERorAGENT
The foregoing instrument was acknowledged before me this
I day of )1r1 a -61- , 20 11 by
Je,L,g., to ieAej , who is personally known to
me or who has produced I�L-�L- as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: /—,C4 J- �— ✓(�
Seal: r 041. .� LESLIE J. ERB
Notary Public - State of Florida
*' ) Commission k GG 229427
My Comm. Expires Aug 17, 2022
********** *****Y �4grp�e91Mrs1alio 41Agw,%k499lk
APPROVED BY
Signature Lt��a—L
CONTRACTOR
The foregoing instrument
e''nt was acknowledged before me this
day of IwkOA-C,� 20 .10( by
�S UA^)w F , who is personally known to
me or who has produced FL L as
identification and w did take an oath.
NOTARY BLIC:
i
Sign:
Print:
►
Seal:
-'�e •.,
2 : �F`
JOSE A. GIRON
Notary Public - State of Florida
% ifi •:
Commission P FF 990930
My Comm. Expires Sep 3. 2020
Bor:'.
: "--r%5h Natior•a! Notary Assn.
**********************
Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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:��
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: x •� t 4 0C L.
Property Address: bo u0 JI e S-1, P I AL! ( eK fL ,
Roofing Permit Number:
DearBuildingOfficial:
vet^L-- certify that I am not required to retrofit the roof to wall connections of my
buildin because:
he just valuation for the structure for of ad valorem taxation is less
purpose s than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 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 t day of-T bruo r pJ�
�J� ��''•.. LATONYA SCOTT
Notary Public, Sate of Florida at Large Notary public • State of Florida OA
ommiss on
"f. My Comm. Expires Aug 7, 2022
• When the just valuation of the structure for purpose of ad for , and the building was not constructed with FBC nor a 1994
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. 4 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be re ailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside 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.
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. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R440 R4403 nd R4413.
Owner/A nt's Signature Date Contrac r Signat re Date
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
71 Now Roe Liff ReAooffng U KGCUVUnF§l
ivw done Roof Area (SF) Steep 310POO KOc
Section B jrgot-rianj
'ketch Roof Plan: Illustrate all levels and sections, roof drains, scupix
suppers and overflow draftm briclude, dimensions of sections and k
4mdlfv dknmsions of elevated pressure zones and location of parapffbL
7IT T 5 717,
Florida Building Co Jbe 5 Edition (W14)
H lock Hurricane Zone Un' nn P it Application Form
SACHan D (Steen. Sloped Roo em ,
Roof -System Manufacturer:
Notice -of Acceptance Number:
I
Minimum Design Wind Pressures, if App
cabl
(From RAS 127 or Caiculatione):
Pi: P2•
P&
IMfaxdurwm Design Pressure-
(From the NOAS 3�
..
••.�•. • ••
Med odofthes6rom ent: AR-l6120
Wl 0- Pa1)�'`�:::• :••.:•
ON
\Deck Type: �`-
Roof slope:
3 :12
Ridge Ventilation?
�JA
Mean Roof Height: r
i
nor, rage & Ste: I
`"WI N -1
cap Shan (- Ltsr!6 k- -rt.- PW-S
*or Covering: �iZt✓E iiCO
Type b Sba Drip+-
123_0148 8/15 PAGE 4
Florida Building
Velooigi Hurricane Zone
For Moment based t8e s ue, d m"e ether M
for M,Wft the va[aes &M Mi r Mae
the sh atilt
vahus, for each arcs et the ro their
Me Foil v,*aemt Bond Tile
m —Mg; �
(ps: z ♦ cw _
Medled 2 "S6pMed'I31e Calk
T.
gegabcd Moment of Bedstsu � From og Table Beb
M Edition W14)
Permit Application Foam
3
ad 1 or 2. Compared fte valna
gre0w thm or egmd to the Mr
ment me&od k awVbW
enladm Per RAS 127" 3
i3 �+ NOA P ?i$+7
` f NOA A*
ehoa Per Table Bd W
NOA Mr_
• ar4w •
JL
...
.
*Mast be used is covtjvncde� Wilk : lifst of
based file systems endorsed by the
Broward Couty Board Of" said Appeals.
For Upldt. based We systems use Melted 3. C pared the vahres for F' wt& the
vabw for Fr 1f the r vabies are g MSw than egaai to fba I4 vab>es, for es�
am -of the roof; urea ac Me Ae-
Method 3."`UpUft Bascd TFe C Per RAS 127"
Fr*: NOA F
a z w: _ —� — gV: zNOA F
_ F
W. _ —, — W: @: = Frr NOA F'
(p3 : z k x w: _ --� z —
it
Wbere to
to
,ol n+-AA A/15 PAGE 5
MIAMIDADE
me
DEPARTMENT OF REGULATORY AND
BOARD AND CODE ADMINISTRATION
NOTICE OF ACCEPTANCE
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the ap
documentation submitted has been rev
used in Miami -Dade County and other
This NOA shall not be valid after the exl
(in Miami -Dade County) and/or the AHJ
product or material tested for quality assi
manner, the manufacturer will incur the
suspend the use of such product or mater
if it is determined by Miami -Dade Count
requirements of the applicable building c
This product is approved as described he
including the High Velocity Hurricane Z
DESCRIPTION: Barcelona 900
LABELING: Each unit shall bear a
statement: "Miami -Dade County Pro(
RESOURCES
ON
,le rules and regul,
and accepted by D
where allowed by
ation date stated b
n areas other than
ance purposes. If t
pence of such testi
1 within their juris
Product Control S
, and has been des
of the Florida Bui
Roof Tile
nanent label with the
Control Approved",
RENEWAL of this NOA shall be considered after a renewal
in the applicable building code negatively affecting the perfor
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
is governing the use of construction matpti•at!%The
ii-Dade County RER - Product Control SeMbn to be • • • ; •
�. ..
Authority Having Jurisdictit n�(AA* IJ). . e
.
F • o
The Miami -Dade County lProlucot Control section
• • 0000
..e....
ii-Dade County) reserve the�right•to havethis
..
. ..
cceVted
oduct or material fails to pel"in the a
.
....
d the AHJ may immediate6 fevdke, mclii%e
0.
n. RER reserves the rightto xe,"ke this acreptance,
000090
0 •
i that this product or maternal fail` to meet the
.... ; .
......
to comply with the Florid2 Building f o�ie�
0 0
,d �
8 Code. •"•
:lecturer's name or logo, city, state and following
otherwise noted herein.
ition has been filed and there has been no change
of this product.
TERMINATION of this NOA will occ � r after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of thei product or process. M suse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically I erminate 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 w "rds Miami -Dade County, Florida, and followed by the
expiration date may be displayed in adv �rtising literature. If ar y portion of the NOA is displayed, then it shall, be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided t the user by the manufacturer or its distributors and
shall be available for inspection at the jo:i site at the request of the Building Official.
This NOA revises NOA No.16-0711.01
The submitted documentation was revic
consists of pages 1 through 7.
by Freddy Semi
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 1 of 8
i
ROOFING ASSEMBLY APPROVA
Category Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Barcelona 900 Co cre
in Lake Wales, FL and described ;this Notice of Acceptance,
determined by applicable Building Code, do not exceed the
compliance with RAS 127 using the values listed in the i nsta
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test
Applicant Dimensions Specifieatioi
Barcelona 900 Length = 17" TAS 112
Wid6 = 13" Type I la
'/2" , thick
Trim Pieces Length: varies TAS 12
Width: varies
varying thickness
1
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Description
ICP Adhesives Polyset® AH-160 Two component polyure
foam adhesive.
TILE BONDTm Roof Tile Adhesive S�ngle component polyu:flam roof tile adhesive.
DAP Foam Touch N Seal Two component polyure
StormBone 2 Roof Tile Adhesive fgam adhesive.
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
HP=?OVcD�
to Roof Tile, as manufactured Boral Roofing LLC
For locations where the pressure requirements, as
design pressure values obtained by calculations in
Nation section herein. The attachment calculations
Product
Description 0000
High profile, interlolkind one-piesa,1S"shaped,•.. .
high-pressure extrudeftorrerete To f tils •
equipped with three'rt CRdles. FUr dlitct deck • • •' •
or battened nail -on, Mec'hahically fastened, ; ....
mortar set or adhesive set applicaiions.. 0 •
.... . .. .....
...... .. . .....
Accessory trim, bocLst2tl$arcelorja,Cpperete • • • • •
roof pieces for use at"p*.rakes, ridges and •'
valley terminations frranufactured, for oach tile....:.
profile. •
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
DAP Foam Inc.
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 2 of 8
2.3 SUBMITTED EVIDENCE:
Test Aeencv
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Professional Service Industries, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
American Test Lab of South Florida
PRI Construction Materials Technol
PRI Construction Materials
PRI Construction Materials T
7161-0
ppendi III
7161-03 II
Letter Dated Aug. 1,
1994
P0631-01
IC-13
25-7688j-3
25-7688 10
25-7688-5
25-768 -4
520111 3
520191aP--1
RT0617.,T-16
OPO-00211I,02-10
1
Test Name/Report
Date
Static Uplift Testing
Dec. 1991
TAS 102 & TAS 102(A)
Wind Tunnel Testing
Dec. 1991
TAS 108(Nail-On)
Withdrawal Resistance
Sept. 1993
Testing of screw vs. smooth
shank nails
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
Wind Tunnel Testing
• -July 1 994
TAS 108 (MoV �etl
•••• ••••••
Physical ProAej-�g%,
OF eb •1995 • • •
TAS 112.•;•.
•
TAS 101 (AdhesIV 14)
; •JunE•1996 • •
TAS 101 (Mortar'get)
......
Rft� 1996 ";"•
.
. ......
Static Uplift Taxiing
firne'1996 ......
TAS 10;?•••••
. .'
(3" Headlap, Nails, Direct
• • • • •
Deck, New Con:trurt?(ri)
•
Static Uplift Testing
• • • . • .
• .t"e• 1996
TAS 102
(4" Headlap, Nails, Clips)
Static Uplift Testing
Dec. 1998
TAS 101
March 1999
Aerodynamic Multiplier
09/01/16
Restoring Moments Due to
09/01/16
Gravity
TAS 112
06/29/16
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 3 of 8
3. UmITATIONS:
4.
3.1 Fire classification is not part o
3.2 For mortar or adhesive set tile
require, refer to applicable bui
3.3 Applicant shall retain the servi
accordance with TAS 112, apr
and Economic Development —
3.4 Minimum underlayment shall
section 4.1 herein.
3.5 30/90 hot mopped underlayme
otherwise by the underlaymera
3.6 This acceptance is for wood d(
applicable building code.
this acceptance.
pplications, a static f
ling code.
es of a Miami -Dade
ndix `A'. Such testir.
Toduct Control Secti
in compliance with
uplift test in accordance with TAS 106 may
)unty Certified Laboratory to perform quarterly test in
shall be submitted to the Department of Regulatory
i for review.
ie applicable Roofing Applications Standards listed
it applications may be installed perpendicular to the roof slope unless stated
material manufacturerIp published literature.
ck applications. Mini um deck requirements shall be in compliance with
INSTALLATION
4.1 Barcelona 900 Concrete Roof Tile and its con
Application Standard RAS 1 8, RAS 119, and
4.2 Data For Attachment Calculations
. . .... ......
its shall be installed in strict CemplianceMithRoofing •�
120. .. ......
.... . .. .....
...... .. . .....
Table 1: A,
rerage Weight (W)
4nd Dimensions (I x w ) ......
Tile Profile
Wei
ht-W (Ibf)
Length -I (ft)
• • Widthww JR)
Barcelona 900
11.5
1.417
4.08• • •
Table
2: Aerodynamic Multipliers
- A (W)
Tile Profile
Batten
(ft')
Application
A (ft3)
Direct Deck Application
Barcelona 900
0.286
0.301
Table 3: R
storing Moments d[e
to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
X%12'
4":12"
51:12"
6":12"
7":12" or
greater
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.19
7.07
6.19
.00
6.19
6.90111
6.06
1 6.76
5.92
6.60
5.76
6.42
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 4 of 8
Table 4: Attachment
Resistance Exp
ssed as a Moment - Mf (ft-lbf)
for
Mechanically Atta
hed Systems
Tile
Fastener
Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Barcelona 900
2-10d Ring
Shank Nails
28.6
41.2
19.4
1-10d Smooth
or Screw Shank
5.1
6.8
2.8
Nail
2-10d Smooth
or Screw Shank
6.9
9.2
7.3
Nails
• • • •
1
#8 Screw
u 20.7
1 •
#8 Screw
43.2
4302 '
• • 8
1-10d Smc
oth or Screw Shank
I 23.1
250100
' On. '
Na
I Field Clip)*
0.0 0 •
1-10d Sm
Na
oth or Screw Shank
I Eave Clip)
I 29.3
F-
i • •
• • 4.0 •
2-10d Smc
oth or Screw Shank
27.6
2706.'
: '.W•6 ..
Nai
s Field Clip)
......
.
2-10d Sm
oth or Screw Shank
u 38.1
8.
• 41.8 ..
Nails
Eave Cli
II
•
Table 5: Attachment
Resistance Exp°essed
as a Moment - Mf (ft-lbf)
for
Mechanically Att9ched
Systems
Tile
Fastener
Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Barcelona 900
2-10d Ring
Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" the
headlap and fasteners
are located allmin.
of 2'/" from head of tile.
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 5 of 8
Table 6: Attachm
for
t Resistance Expessed
rwoPaddy Adhesive'
as a Moment Mf (ft-lbf)
Set Systems
Tile
Profile
Tile Applicat"on
Minimum Attachment
Resistance
Barcelona 900
Tile BondT"'One
Component F
oof Tile Adhesive
29.32
ICP Adhes
ves Polyset® AH-160
o-component foam
29.33
DAP Foam Touch
N Seal StormBon
i02 Roof Tile Adhesive
664
1 See manufactures component approval
for installation r0
uirements-
2 TILE BONDTm Roof Tile Adhesive; Av
3 ICP Adhesives and Sealants, Inc.'s I
4 DAP Foam Touch N Seal StormBond
rage weight per paddy
P Adhesives Polyset
Roof Tile Adhesive T
10.7 grams.
-160; Average weight per paddy 8 grams.
Component; Average weight per paddy 8 grams.
...
Table 7: Attachment
for Single
Resistance Exp
Paddy Adhesve
ssed as a Moment - Mf{ft Mb13 • • •
Set Systems •
...... . .. .
Tile
Profile
Tile Applica
n
I
M11iihtum Attachment ;
.••••6iesisMcd. •
Barcelona 900
ICP Adhesives
Polyset® AH-1 60
1�wo-component foam
...... 66.5:
ICP Adhesives
Polyset® AH-160
�wo-component foam
• • • • 38Y s • • •
DA
Foam Touch N Seal
i tormBond(& 2
63 7 •
DA
Foam Touch N Seal
StormBond® 2
8:96 • • •
5 Large paddy placement of 63 grams
II •
6 Medium paddy placement of 24 gramEII
• • •
7 Medium paddy placement of 30 gram
II
8 Large paddy placement of 60 grams
II
Table 8: Attachment
Resistance ExprOsed
for Mortar Set
as a Moment - Mf(ft-lbf)
Systems
Tile
Profile
Tile
Applicatio
Attachment
Resistance
Barcelona 900
Mortar Set?
24.5
9 Seespecific mortar manufacturers Notice
of Acceptance
8
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 6 of 8
5. LABELING
5.1 All tiles shall bear the
below, or following stat
LABEL FOR
6. BUILDING PERMIT
6.1 Application for building pE
6.1.1 This Notice of Acc
6.1.2 Any other docume
properly evaluate
nt or identifiable
"Miami -Dade Cc
ARCELONA 900
LOCATED UN
MENTS
it shall be accompani
tance.
required by the Builc
installation of this s)
king of the manufacturer's name or logo as detailed
Product Control Approved".
(LAKE WALES FL PLANT 2)
1EATH TILE
by copies of the following
••••
• •
96
Official or applicable buyldi
in o ftl; to
&rpde
......
!!in. ••••• ••
•
•
...•.•
0*00
• .
• •
.••.
• ••
.•...
.. •.
. ..
•...•.
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 7 of 8
NAIL
BARC
PROFILE
900
OF THIS A
WING
OVEkLOCK
ROOF TILE
ANCE
3 5t8
••••
••••••
i
•
•• •
•••••
•
•
:*so:*
•••••• •
••••••
• ••
• •
••••
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 8 of 8
Florida Building
High Velocity Hurricane Zone
FIN in Specific Roof Assembly Components
and IdsMKj/ Manufacturer
(U a component Is rat use4 id;;* as "NA'
sydemrv„F,,,,w Gaf Material Corporate
NOA Wo. Q 9,, �-
Design Wind Pressures, From RA3128 or Calc�
Prrrarcl: -42.8 p -717 R,� -108.0
Max. Design Pressure, From the Specific NOA -52. c
Dedc
plywood
oaugerrnlau>ass: 5/8"
Slope: 0.50/12
AncrwAk a Sheet & No. of
inv,iatbn Base Layer ��+•, I�
Base ingnmuaon Size and Tt**rw as: N/A p
Base lns tun Faswnwf rdng Material: N/A
Top insulation Layer
Top iroLdation sine and Thiclum : N/A
Top Insulation Federmftndtng Material: N/A
Base Sheet(s) & No. of Ply(s): NIA
Base Sheet Fasienerffi nding Material: N/A
Ply Sheet(s)a No. of Ply(s): N/A
Ply Street FastenerfBon&v m8le e : N/A
Toppy Ruberoid SBS Heat -weld (�luS
Top Ply FasWnwf Bonding Material:
N/A
20t7 Ed1ti6n
nn Permit 4pliclation Form
Fastener ,rdng � AWwrfflase Sheet
Attac
n Field: 9 ' oc 6 Lap. ' Rows —2_ 9 oc
Perimeter: 6 - oc @ Lw, # Rows _ - M 6 "cc
Comer. 6 ' oc ' I, # Rows 4 a 6 ' cc
Number a Fasteieers Per Insulation
Board
Field N/A Perimeter N/AComer
Illustral6enevits Noted snd• • • •
Details as Appl blp:. • . 0000
• • • • •
Woodblocdcingj Gul
ter, . Edgb Te(rtr 90pn, •
Stripping, Flashing
COMMpees Cleat. • cant • • • • •
Strip, Bess Flas
ng, • • Ce Miter- Flashing;
• • .
Coping, Etc.
Jndj2W: Mean Rolf
1 • .... .. • :
Height,. Nrapa Ftetpfrt, ....
Height of Base
ingt rGorrirponent. Material. .. ; . •
Material Thl*ess,
Faste&m `Type, : FAftTw .... .
Spacdng or Submit
Detalis that .
Comply with 12'As 11
ano CRalVer 16.. . .... .
Roof Mean fleight:
<_ 20 ft '
Parapet Wall Heig�t:
n1a ,ft.
Edge Metal Size &
Gauge: Galvanized i ' P"Ilrr
.1 " I)%[' 111I/1! % ''s . RinK
Wood Nailer Tye
Wood Nailer Atl
Coping Metal T,
Cleat Size: in/a
Coping Metal A
Edge
Metal
n/a
iment: n/a
rr/cr
t: n/a
Top Ply I
9" Strip Mod Bit
2 Plies Glass Base
a . I Loot Deck
Edge Nailable Ueek
y
MIAMNDADE Miami -Dade County Building 13
epartment EleNtronjc
Application
High Velocity Hurricane Zone
"Delivering Excellence Every Daly"
Roofing Permit]
Application Form
Illustrate Components Noted and Details as Appli
able:
f
Woodblocking, Gutter, Edge Terminations/Stripping/Flash
ng, Continuo
s Glut, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.
I
Indicate: Mean Roof Height, Parapet Height, Height of B
se Flashing,
i
Corn onent Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS-
11 and Chap
I I
3
er 161
f
Top Ply
j I
I •.• .... ....�.
Interplies
•.•••. .. .•.•..
I •
Mean Height:.. `ID :ft'...'
Base Sheet
•.•..
. .
Drip Metal: j •• •• •• ••••••
3" Facn - 26 �auge gatvanizvApetal •••• •
I
Surfacing: • • • • •
n/a {
Drip Me
I
Top Ply,
FRUBE1401D �.PS HEAT WELD
Interplils: I
n/a
Base Sheet:
s -
Roof Deck
°
-
2 Plies # 75 diassbase sheet
Deck Type: j
F5/8' plywood
f
I
i
f
i
t1
Membrane: — One ply "Ruberoid@ Torch Smooth" or "Ruberold@ Mop Sff Doth" or "Ruberoid Mop Srrf oth 1.5" or "Ruberoid Mop
Smooth Plus" or "Ruberoid® Dual Smooth."
Membrane: — One ply "Ruberoklr10 Mop FR' or `Ruberoid@ EnergyCap" P op Plus FR." j
56. Deck: NC Incline: 1
Insulation (Optional): — Polyisocyanurate, wood fiber, perlite, glass fibe any-oickness, hot; oppedlor mechanically fastened.
Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet", , "Tri-Ply@ #75 Sheel+t mechanically fastened.
Ply Sheet : — One or more plies "Ruberoid® 20',`or "Ruberoid® 20 HT" or "Ruberoid@ Dual Smooth" h't mopped in place.
Membrane: — One ply "Ruberoidb SBS Heat Weld Plus FR" or "Ruberoid SBS Heat Weld 170 FR" he welded in place.
57. Deck: C-15/32 Incline: 1/2 f
Barre Sheet: — Two or more plies Type G2 ".GAFGLAS® #75 Base Sheet" c r "Tri-Ply® #75 Ba , Sheet i mechanically fastened.
' Membrane: — One ply "Ruberoid® SBS Heat Weil Plus•FR- or "Ruberoid SBS Heat Weld 1701FR" heark welded in place.
i I
3
58, Deck: NC Incline: 1/2 e
Base Sheet: — "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or 'Ruberoid® Dual Smooth"
hot mopped or "Ruberoid®',,SBS Heat Weld Smooth" heat welded.
Membrane: — "RuberoklO, SBS Heat Weld Plus FR' or "Ruberoid® SBS Het Weld 170 FR" heat welded.
z 1
59. Deck: NC Incline: 1/2
Insulation (optional): — Polosocyanurate, uniform thickness of tapered inimum lih-in. me hanical y fastenedor adhered with OMG
Inc. 'Olybond Fastening System" • • a • • •
• • •
Barrier Board: — Minimum'A-in. thick GP Gypsum Corp. 'DensDeckO Roc ard" or "DensDeck Pri R000eadPor "DensDeak•
DuraGuard— Roofboard' or minimum ;4-in. thick United States Gypsum Co . "SECUROCK6 Roof Boamrq" ib(TyWFJIiw or "SECUR.00K®
Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered wit i OMG Inc. "Olybontl Faste ' ng System"
Base Sheet: — 1 ply 'Liberty SBS Self -Adhering Base/Ply Sheet" or+'Rube id® SA Base/Piy Sj�eet" seV adfiejed" • • • • •
Ply Sheet: — 1 ply "Rubberoid SBS Heat Weld 25' heat fused ' ' •
•••• • ••
Membrane: — 1 ply "Ruberoid® SBS Heat Weld Plus FR" or "Ruberoid@ SE S Heat Weld 170 F4. heat fsed • • • • • • • • •
60. Deck: C-15/32 Incline: 1/2 • • • • • • •
Insulation (optional'): — Polylsocyanurate, uniform thickness of tapered r iinimum 1y2-In. mePanicaiEy fast@red os adhereVeIrI AG
Inc. "Olybond Fastening System" j • • • rr
Barrier Board: — Minimum V4-In. thick GP Gypsum Corp. 'DensDeck@ Ro ard' or "DensDe)k Primd@ Roofboard' or "DerilDocV •
DuraGuardTM Roofboard" or minimum won. thick United States Gypsum CGr 3. "SECUROCK® Roof Board" (Type FRX-G) or "SECLM tWpy
Glass -Mat Roof Board" (Type SGMRX) with all butt joints in the barrier boan staggered a minimum of 6� in. from plywood deck butt joints
mechanically fastened or adhered with OMG Inc. "Olybond Fastening System"
Base Sheet: — 1 ply "Liberty SBS Self -Adhering Base/Ply Sheet" or "Rube id(J) SA Base/Ply Sheet" sef adhered
Ply Sheet: — 1 ply "Rubberoid SBS Heat Weld 25" heat fused
Membrane: — 1 ply "Ruberoid® SBS Heat Weld Plus FR" or "Ruberoid® Sek Heat Weld 170 FR" heat used
61. Deck: C-15132
Incline: 9`
Barrier Board: — Minimum %-in. thick GP Gypsum Corp. "DensOeck@ Roolboard" or "DensDeck Prim@ Roofboard" or "DensDecc
DuraGuardTM Roofboard" or minimum %-In. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@
Glass -Mat Roof Board" (Type SGMRX) with all butt joints In the barrier board staggered a minir>um of I -in. from plywood deck butt joints
mechanically fastened NI 1
Base Sheet: — 1 ply "GAFGLASS #75 Base" or "Tri-Ply® #75 Base Sheet" i nechanically fastened
Membrane: — 1 ply "Ruberoid@ Torch FR" heat welded
62. Deck., NC
Incline: 2
Insulation (Optional): — One or more layers periite, wood fiber, glass fibe r, polyisocyanurate', perlit4polyisocyanurate composite, wood
fiber/polylsocyanurate composite, any thickness mechanically fastened or with any UL„Classified insulation adhesive.
Base Sheet: — One ply Type G2'GAFGLAS® #75 Base Sheet"or "Tri-Ply@ 075 Base Sheet", or "GAFGLAS@ Ply 6" fully adhered with hot
roofing asphalt.
Ply Sheet (optional): —Three or more piles Type G3 "GAFGLAS@ Ply 4" o� "Tri-Ply@ Ply 4", or "GAFGLAS(D Ply 6" fully adhered with hot
roofing asphalt.
Membrane (optional): - "Ruberold@ Mop Plus;Granule' or'Ruberoid@ Mc p Granule" or "Ruberoid@130" or "Ruberoid® 30 FR" or
"Ruberold® 30 FR HT" or "RuberoidO EnergyCap"' SBS 30 FR" or 'Ruberoid Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or
"Ruberoid® Mop Smooth Plus" or "Ruberoid® MOO 170" or "Ruberoid® Mop 70 FR' or "Ruberoid@ Du�l Smooth" fully adhered with hot
roofing asphalt or "Ruberold@ SBS Heat Weld 170 FR" or "Ruberoid@ SBS H at Weld Plus FR" or "Rub&oid@ SBS Heat Weld Smooth' heat
fused
Surfacing: — Roofing gravel applied at 400-ibs/100-ft2 embedded into a fi coat of hot roofing asphalt or No. 10 White Aggregate
applied at a rate of 200-Ibs/100-ft2 embedded Into 'Fire Shield Mi}" applied t 21h - 3-gal./100 fl?. i
Top Surfacing: — "EnergyjyoteTM," applied at 0.5 - 1.0-gal./100-ft2.
4 i
i
http://database.ul.comlcgi-binIXYVItemplatelLISEXTIIF"Ishowpage.ht nl?name=TG... 4/5/2011
I
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1 Campus Drive
Parsippany, NJ 07054
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
RCES (RER) Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www.miamidade.eov/economv
This NOA is being issued under the applicable rules anregulations governing the use of construction
materials. The documentation submitted has been revie ed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade Cout ty and other areas where allowed by the
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date si
Control Section (In Miami Dade County) and/or the A
reserve the right to have this product or material tested
material fails to perform in the accepted manner, the m
and the AHJ may immediately revoke, modify, or susp
their jurisdiction. RER reserves the right to revoke thi:
County Product Control Section that this product or in.
applicable building code.
This product is approved as described herein, and has 1
Code including the High Velocity Hurricane Zone of tl
DESCRIPTION: GAF Ruberoid® Modified Bitumi
-d below. The Miami -Dade County ProdVI? • • .
.
(in areas other than Miami ade bounty)••.•
......
,r quality assurance purposes.0 if this product or .
.
' •
incur
ufacturer will the expgpiq 4 such testi* g
d the use of such product or gVlefial witjlijt
; • • • • :
.
cceptance, if it is determinerd.b); DAiami-Aadt. 0
.....
rial fails to meet the requiremaatsoof the.. •
.....'
• • • • •
000000
••••.•
;n designed to comply with:he flQrida Building
.
Florida Building Code. ; • • • • •
.
Roof System for Wood Decks.0 •
..•.
LABELING: Each unit shall bear a permanent label f
h the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Produontrol 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 negativ y affecting the performance of this product.
TERMINATION of this NOA will occur after the ex ration date or if there has been a revision or
change in the materials, use, and/or manufacture of the roduct or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or arl, other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NIII
A shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded byI he words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in ad rtising 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 pr- d vided to the user by the manufacturer or its
distributors and shall be available for inspection at the ; b site at the request of the Building Official.
This NOA renews and revises NOA No. 15-1020.01
The submitted documentation was reviewed by Jorge
,APPROVED
consists of pages 1 through 67.
0
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 1 of 67
ROOFING SYSTEM APPROVAL
Cateeorw Roofing
Sub-Catesory: Modified Bitumen
Material: APP/SBS
Deck Tvae• Wood
Maximum Design Pressure: -105 psf.
TRADE NAMES OF PRODUCTS MANUY
TABLE
T
Product Dimensions
GAFGLAS® Ply 4 39.37"
(1 meter) Wide
Tri-Ply® Ply 4 Ply Sheet 39.37"
(1 meter) Wide
GAFGLAS® 39.37"
(1 meter) Wide
ZGAFGLAS' #75 Base Sheet 39.37"
(1 meter) Wide
ase Sheet 39.37"
(1 meter) Wide
GAFGLAS® #80 Ultima' Base 39.37"
Sheet (1 meter) Wide
GAFGLAS® Stratavent®
39.37"
AS
Perforated Venting Base Sheet
(1 meter) Wide
GAFGLAS® Stratavent®
39.37"
AS
Nailable Venting Base Sheet
(1 meter) Wide
Ruberoid® HW 25 Smooth
39.37"
AS'
(1 meter) Wide
Ruberoid® HW Smooth
39.37"
AS'
(1 meter) Wide
Ruberoid® HW Granule
39.37"
AS'
(1 meter) Wide
Ruberoid® HW Granule FR
39.37"
AS'
(1 meter) Wide
Ruberoid® HW Plus Granule
39.37"
AS'
(1 meter) Wide
Ruberoid® HW Plus Granule
39.37"
AS'
FR
(1 meter) Wide
APPROYEDi
OR LABELED BY APPLICANT:
Product
:ion Descriation
178 Smooth surfaced asphaltic ply sheet
reinforced with fiberglass mat. ....
178 Smooth surfaced asphaltic ply shoot..'
reinforced with fibesgl'a4 mat.:. • . •
178 Smooth surfaced asplgltit ply sheet, •
reinforced with fi1121'gW:? mat. •
.... ..
601 Smooth asphaltic $aseor'base/piy'skaet
reinforced with fiberglass, mat... +
601 Smooth asphaltic Meer base/ply sheet
reinforced with fits AVC mat. •
601 Smooth asphaltic Base or'base/F1ysb4gt
reinforced with filter lass mat.
. . ..
897 Smooth surfaced asphaltic perforated. •
venting base sheet reinforced with
fiberglass mat.
897 Smooth surfaced asphaltic nailable venting
base sheet reinforced with fiberglass mat.
Bottom side surfaced with granules.
163 Smooth surfaced torch applied SBS base
or ply sheet reinforced with a fiberglass
mat.
164 Smooth surfaced torch applied SBS base
or ply sheet reinforced with a polyester
mat.
164 Granule surfaced torch applied SBS cap
sheet reinforced with a polyester mat.
164 Fire retardant granule surfaced heat -
welded SBS cap sheet reinforced with a
polyester mat.
164 Granule surfaced torch applied SBS cap
sheet reinforced with a polyester mat.
164 Fire retardant granule surfaced torch
applied SBS cap sheet reinforced with a
polyester mat.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 2 of 67
Membrane Type: APP/SBS Heat Weld
Deck Type 1: Wood, Non -insulated
Deck Description:
Min. 19/32" or greater plywood
shank nails to supports spaced 2
System Type E(2):
Anchor sheet is mechanically at
All General and System
Limitations shall apply.
Fire Barrier:
FireOut'" Fire Barrier Coating,'
(optional)
Protectiori, VersaShield® Solo'
Board, SECUROCK® Gypsum-:
Base sheet: GAFGLASO #80 Ultima Base
Base Sheet, Ruberoid® Mop Sm
Mop Plus SSmooth, Ruberoid® 2(
HW 25 Smooth mechanically fa
Fastening GAFGLASO Ply 4, Tri-Ply® Ply
Option #1: GAFGLAS® #75 Base Sheet, Tr
sheets attached to deck with app
fastener spacing of 9" o.c. at the
field.
(Maximum Design Pressure
Fastening GAFGLAS® Ply 4, Tri-Ply® Ply
Option #2: GAFGLA�' #75 Base Sheet, Ti
sheets attached to deck with Dri
and Drill-Tec'' 3" Steel Plate, E
AccuTracO Recessed Plate insta
lap. The other rows are equally
(Maximum besign Pressure -
Fastening GAFGLAS® F1exPly' 6, GAF
Option #3: or any of above base sheets at
nails and tin caps at a fastener
two rows 9" o.c. in the field.
Fastening GAFGLAS® #75 Base Sheet,'
Option #4: sheets attached to deck with E
and Drill-Tec' 3" Steel Plate,
AccuTrac® Recessed Plate ins
lap. The other rows are equal:
sheet.
(Maximum Design Pressure -
wood plank secured 6 in. o.c. with 8d ring
n. o.c. max.
:hed to roof deck. (Non -insulated systems)
Shield® Fire -Resistant Roof Deck
Resistant Slip Sheet, DensDeck® Roof
Roof Board or SECUROCK® Glass -Mat
feet, GAFGLAS® Stratavent® Nailable Venting
,th, Ruberoid® Mop Smooth 1.5, Ruberoid®
►mooth, Ruberoid® HW Smooth or Ruberoidto
,ned to deck as described bQlow; • • • • • •
Ply Sheet, GAFGLAS® FleYN '•6, : •. . •.
... •• . .
Illy® #75 Base Sheet or any of• • ov a base •
ved annular ring shank nails XW.Xin caps.4t a .
)p staggered and in two row%IA'.d.c. in $ie'
psf. See General Limitation # r • •
Ply Sheet, GAFGLAS Flex.Ply'".6,
Ply® #75 Base Sheet or any oXA4e base ..
Tec' #12 Fastener or Drill-Tec'" #14 Fastaoes
11-Tec' AccuTrac® Flat Plate or Drill-Tec'
A 12" o.c. in 3 rows. One row is in the 2" side
)aced approximately 12.5" o.c. in the field of
psf. See General
® #75 Base Sheet, Tri-Ply® #75 Base�S
to deck with approved annular ring shy
ig of 9" o.c. at the 4" lap staggered and
imitation #7)
Illy® #75 Base Sheet or any of above base
Tec' #12 Fastener or Drill-Tec' 914 Fastener
11-Tec' AccuTraco Flat Plate or Drill-Tec'
;d 12" o.c. in 4 rows. One row is in the 2" side
)aced approximately 9" o.c. in the field of the
j psf. See General Limitation #9)
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 53 of 67
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and
mechanically fastened base or, anchor sheet.
2. Minimum'/4" DensDeck® Roof Board or'/z" Type x
directly over the wood deck.
GENERAL LIMITATIONS: ,
1. Fire classification is not part of this acceptance; ref,
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The
Product Control Approval guidelines. All other lay
approved asphalt applied within the EVT range and
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechani
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is
foam insulations when the base sheet is fully mopp
shall be applied using spot mopping with approved
mopped 8" ribbons in three rows, one at each side h
a continuous area of ventilation. Encircling of the
placed every 12' in each ribbon to allow cross venti
be at a minimum rate of 12 lbs./sq. Note: Spot a
design pressure of -45 psE
5. Fastener spacing for insulation attachment is based a
275 lbf., as tested in compliance with Testing Appl'
as field-tested, are below 2751 lbf. insulation attachr
6. Fastener spacing for mechaniFal attachment of anc
on a minimum fastener resistance value in conjunct
a specific system. Should the fastener resistance b
Building Official, a revised fastener spacing, prep
Engineer, Architect, or Registered Roof Consultant
shall utilize the withdrawal resistance value taken fy
calculations in compliance with Roofing Applicati
7. Perimeter and corner areas shall comply with the e
areas. Fastener densities shall be increased for bo
compliance with Roofing Application Standard RA
by a Florida registered Profes'sional Engineer, Regis'
i
(When this limitation is specifically referred with
be applicable.) 1
8. All attachment and sizing of perimeter nailers, me4
shall conform to Roofing Application Standard RA�
9. The maximum designed pressure limitation listed sly
field, perimeters, and comers). Neither rational
enhanced fastening at enhanced pressure zones (i.e
(When this limitation is specifically referred with
be applicable.) i (",
10. All products listed herein shall have a quality ass4
Building Code and Rule 61 G20-3 of the Florida Adr
END OF THIS AC
fl
FlexPly' 6 when used as a
board is acceptable to be installed
to a current Approved Roofing Materials
,t layer shall be attached in compliance with
shall be adhered in a full mopping of
a rate of 20-40 lbs./sq., or mechanically
a attachment. When applied in approved
required on all application4over closed cell
1. If no recovery board is used0the Lase seat 0 .
>phalt, 12" diameter circles,;}; pc.; or strip
and one down the center of tbgsheet allgwing
ips is not acceptable. A 6"*1br"k0shall & '..'
tion. Asphalt application o eiiUher systeav hail
.ched systems shall be limttedoto a makimnm
...... .
i a Minimum CharacterisO ForcLP(F') v31v.JF.
ition Standard TAS 105. It theAhritener value,
ant shall not be acceptable. * * ' : .09.
r/base sheet or membrane attachment is based
n with the maximum design value listed within
-ss than that required, as determined by the
1, signed and sealed by a Florida Registered
iay be submitted. Said revised fastener spacing
m Testing Application Standards TAS 105 and
Standard RAS 117.
arced uplift pressure requirements of these
nsulation and base sheet as calculated in
117. Calculations prepared, signed and sealed
;red Architect, or Registered Roof Consultant
a this NOA, General Limitation #9 will not
profile, and/or flashing termination designs
I I I and applicable wind load requirements.
al be applicable to all roof pressure zones (i.e.
sis, nor extrapolation shall be permitted for
)erimeters, extended corners and corners).
in this NOA, General Limitation #7 will not
audit in accordance with the Florida
strative Code.
ANCE
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 67 of 67