REV-19-9044 �1(0\\'\
BUILDING
PERMIT APPLICATION
Miami Shores Village
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
RECEIVED
Al2 5 2019
BY:
FBC 20
Master Permit No.u_
Sub Permit No!xy`
❑BUILDING ❑ ELECTRIC ❑ ROOFING M REVISION
PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS [:]CHANGE OF
CONTRACTOR
408 Grand Concourse
JOB ADDRESS:
❑ EXTENSION [:]RENEWAL
CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores County Miami Dade Zip:
11-3206-017-0090 X
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: N BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Anastasia Espinosa - Stanley Sumner Phone#: 305-776-2443
408 Grand Concourse
Address:
Miami Shores FL 33138
City: State: Zip:
305-776-2443
Tenant/Lessee Name: Phone#:
Email: stanleysumner@gmail.com
CONTRACTOR: Company Name:
m3 Roofing & construction Phone#: 305-265-5000
Address:
5335 nw 87th ave, c109, #123
Doral FL 33178
City: State: Zip:
Qualifier Name:
Xavier Molina Phone#: 305-307-9667
State Certification or Registration #: CCC 1331805 Certificate of Competency #:
DESIGNER: Architect/Engineer:
hone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration
Description of Work: Change of roof the
❑ New ❑ Repair/Replace ❑ Demolition
Specify -color of color, thou tile:
Submittal Fee $+ `'' Permit Fee $ CCF $ CO/CC $ "
Scanning Fee $ Radon Fee $ DBPR $ Notary $ � , r�
Technology Fee $.
Training/Education Fee $
Double Fee $
Structural Reviews $.
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $ 54M
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
r,
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�e absence of such posted notice, the
inspection will not be q�roved and aleinspection fee will be charged. A �.
ER or AGENT
The foregoing iKstrument was acknowledged before me this
2 day of AP Q I (T� 20 �by
S1 vvho is personally known to
me or who has produced ELDWV-2 QIP:E LSE as
identification and who did take an oath.
NOTARY
Sign
CONTRACTOR
The foregoing/instrument was acknowledged before me this
/2-C; day of 20 I� by
who is personally known to
me or who has produced g- � �R- (A� Iyas
identification and who did take an oath.
NOTARY I%BLIC:
Sign:
Print: (I Print: a -(, _
!" SINDIA ALVAREZ
Seal:' +: MY COMMISSION # GG 238273 Seal: Fk
SINDIA ALVAREZ
MY COMMISSION# GG 238273
EXPIRES: September 3, 2022 tember 3,2022
gpnded Thnr Notary Public Undeiwrisers o; EXPIRES' SepFoc Fti�"' Bondad ThN Notary Public Underwriters
APPROVED BY Plans Examiner
Zoning
Structural Review
(Revised02/24/2014)
Clerk
OIT-IF_b,3
A
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof -System Manufacturer: -(.�
Notice of Acceptance Number:
00/7 •aZ 'O . Liz
Minimum Design Wind Pressures, N Applicable (From RAS 127 or Calculations):
Maximum Design Pressure
�/c/Tilt �m �
NS'• «
vysp eI" rAd .....
From the NOA Specific System)- f'.• • • • •
P.
T,h t'S i33t�r'
'•
Method of die attachment:
0,'
.-gym
Steep Sloped Roof System Description :...:. ""'
Roof Slope:
_-1-:12
Ridge V ntilation?
Mean Roof Height:
130 # APO Tyv� �
Spacing: /- (1,2(/V*/
T.,4,
Cap Sheet:
oof Covering: vefieft W41flKII
Type & Size Drip
dam. 3 "24
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compared the values C S
for M,with the values iirom Mr, Uthe Mt values are greater than or equal to the Mr
values, for each area of the root; then the the attachment method is acceptable.
Method 1-Mo ent Based �Tli_le Calculations Per RAS 127"
(R` • z 7� •3 I ■ IZ •c, ) — mg: �.� — r4, _1.12. NOA P4 f '
(Pi:.'�'(• 3 z x • � � a _ M8: �f - M�� NOA IV* -,mac
(Ps-�!'z � �= � - Mg:1 j� _ k � NOA 1V* �.Sp
Method 2 -Simplified Lyle Calculation Per Table Below"
Required Moment of Resistance (K) From Table Below NOA A* ....
•
• • • • • •
M, Required Moment Resistance`IN
_
iaoof Sbpe
t!S'
2'
25'
•
... .
4b,
2
'
At
...
&112
28A
30.
$
.. •
• •
•
:12
•
*Must be used in cogjnnction with a list of moment based tile systems endorsed by the
Broward County Bond of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for F, If the F' values are greater than or equal. to the Fr values, for each
areWOf the root, then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pi : :I• z w: _ _� — W: z cos 8: — = F,,; NOA F'
Fr2; NOA F'
F,a; NOA F
Where to Obtain Information
-Description
S bol
Where to find
DesiWftuoae
P1 orP2 orP3
RAS I27 Table I arby as aisimeaftwalysis, j dbyFEbasedWA—SCE
7
stem Roof ffmoht
H
Job Site
Roof Slop
B
Job Site
NOA
Moment doe to t3:aMA
NOA
Attecbmem Rogow=
K
NOA
M� Resietmoe
Mf
Calculated
MimmumAuachmwcRnoe
F
NOA
Uplift Resietenw
F.
—Calculated
�Avcrage Tile
W
NOA
Tile DTm ons 1=laogth NOA
w= width
calculstians must be submitted — the Bail Official atthe time of
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment baud the systems, choose effher Method 1 or Z. Compared the vdaes
for Mrwftb the values from Mr If the Mr values are gieaier than or equal to the Mr
values, for eaeb area of the roof, then the We attachment method is acceptable.
Method 1 "Mo ent Based Tile CakaLtiws Per RAS 121"
l+i: _Y7� �Zf%0 . f0• -Mg: ♦(1 a � (s•�jG NOAB*
(P2:_n x •Zi/ _ Mg: — _ -�` ' NOA 11Ir .'� I .
(P3' ` s 7l . x_(o 2 •� ► - M8:1_ _ NOA ft
Method 2 "Simplified Tpe Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below NOA R*
Mr Required Moment Resistance`' •
Roof Slope I
IV
20•
2F•
• • • • •
• • • •
2:
..
.. •
.1
• old
•
. .
*Must be used in conjunction with a list of moment based the systems endorsed by the • � ; � � •
Broward County Board of Rules and Appeals.
For Uplift based tle systems use Method 3. Compared the values for F' with the
values for Fr. If the r values are greater than or equal to the Fr values, for each
area -of the roof; then the file attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(pi: zl• _ : w:=_J_w• zcos9:,= Fr,: NOAF'
Frs: NOA F1
Fr,: NOA F'
Where to Obtain Information
D"Crl on
Symbol
_F1_orP2orP3
Where to find
DeWpPmeeaee
RAS 127T&Wl crbym amigstsp gxwdby MbwadouASCE
7
Mean Roof
H
Job Site
Roof S
g
Jib Site
NOA
Moment due to (
NOA
Attachment Resistance
blr
NOA
Mgt
W4
Calculated
iu:uuntt KesidanceF
NOA
Reached Uvft Resistance
Fr
Calculated
&Ymeiz. W
NOA
Ille Dim
lei
ws width
NOA
All calculations must be submitted to lets Bwlft Official stdo time of
MIAMa
t
MIAMI-DADE COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/economy
Ceramica Verea
Lanza S/N 15685
Mesia (Corulia) Spain
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 th • ** • c ted
manner, the manufacturer will incur the expense of such testing and the AHJ may immedia lx fe)Coke, odi*. or •
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke dii acceptanoa; • • •
if it is determined by Miami -Dade County Product Control Section that this product or matorw%eils to meet the •
requirements of the applicable building code. .... .. .
This product is approved as described herein, and has been designed to comply with the Floriti'a'Building Code • • : •
including the High Velocity Hurricane Zone of the Florida Building Code.
...... . ... .....
.. .. .. . ......
DESCRIPTION: Verea "Spanish S" Grade 1 "' • • •
. . . . ......
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, oiby, state aqd f6ftwing' • • •'
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ""
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA# 16-1012.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMMDADE COUNTY NOA No.: 18-0119.02
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Clay
1. SCOPE
This approves a roofing system using Verea 'Spanish S" Grade 1 manufactured by Ceramica Verea, S.A. in
La Coruna, Spain and is distributed by Ceramica Verea, USA Corp., as described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does
not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values
listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
Product
Applicant Dimensions
Specifications
Description
Verea "Spanish S" Grade 1 L = 19.5"
ASTM C1167
Hi cl *000 g
� Profile �Y >ae. For direct ...
W = 10.85"
Type I
deck, adhb4iy8 sbt applications.
H = 2.8"
Grade 1
•..••• ••. • ••...•
Trim Pieces Length: varies
ASTM C 1167
Accessory M 'clay r f ces fo • • • •
a Y 44 P _
Width: varies
...
use at hips,�r, jkgs, ridg4s hnd'valle)4....
varying thickness
terminatici wonatnufactuped for each -: • • 0
tileprofiloe• ••0 0••4 000000
Verea Hurricane Clip 2.95" x 0.47" x 0.09" diam.
* * • * ' •
(Optional,statnlrss steel clip. ..00:0
......
2.1 MANUFACTURING LOCATION
.. . ..
0
2.1.1. Mesia (La Coruna) Espana
MIAMI•DADE couNTY NOA No.: 18-0119.02
• ' Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 2 of 7
2.2 EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Reuort
Date
American Test Lab of South Florida
RT0202.02-18
ASTM C 1167
02/10/18
RT0621.01-16
ASTM C 67
09/09/16
RT0311.01-14
TAS 101
03/18/14
IBA Consultants, Inc.
4709-3
TAS 101
12/21/07
PRI Construction Materials
CVER-013-02-01
TAS 101
12/30/13
Technologies
CVER-014-02-01
TAS 102
03/11/14
CVER-015-02-01
TAS 100
04/07/14
Redland Technologies
7161-03 Appendix III
PA 102 & PA 102(A)
Dec. 1991
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
The Center for Applied
PP
25-7094-(3, 6 & 9)
PA 102
• ' • •'
p�>' 1994......
Engineering, Inc.
25-7120-(1 & 2)
� �
PA 102
•
Nom 1994 ••
25-7183-(3 & 4)
PA 102 ......
.4eb. 19951• • • ..
25-7214-(3, 4, &7)
PA 102 ... • •
March, 19%....:
25-7804-4
PA 102 ••'•
:'Se* '
8:VP1996.....
'....'
......
.... .....
. .
. . ......
MIAMI•DADE COUNTY NOA No.: 18-0119.02
• ' Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 3 of 7
3. , LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may
required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix W. Such testing shall be submitted to the Regulatory and Economic
Development Department — Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Verea "Spanish "S" Grade 1 and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118, RAS 119, and RAS 120. • • • •
4.2 Data For Attachment Calculations. .... ....�.
••
Table 1: Average Weight (W) and Dimensions (I x w )."'."
00000
Tile Profile Weight-W (ibf) Length-1(ft) •• W1q"1-*4ft)
Verea "Spanish S" Grade 1
8.0
1.625
0,9p4-
Verea
Tile
Profile
Verea
"Spanish S"
Grade 1
Table 2: Aerodynamic Multipliers - A (ft3) •••••• •
Tile A (ft3) 0
A (ft3) �...
Profile Batten Application Direc't.De& ApgliVMjpn
h S" Grade 1 N/A 0.31
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
2"° 12" 3"12" 41':12" 5"• 12" 6":12" 7"• 12"
or Greater
;ct Deck I Direct Deck Direct Deck
6.46 1 6.36 6.21
Direct Deck Direct Deck Direct Deck
6.01 5.74 1 5.40
MIAMI•DADE CONOA No.: 18-0119.02
9, • ' UNTY Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
Direct Deck
(min. 19/32"
Battens
plywood)
plywood)
Verea "Spanish S"
Grade 1
2-10d Ring Shank Nails
28.6
41.2
n/a
1-10d Smooth or Screw Shank
Nail
5.1
6.8
n/a
2-10d Smooth or Screw Shank
Nails
6.9
9.2
n/a
1 #8 Screw
20.7
20.7
n/a
2 #8 Screw
43.2
43.2
n/a
1-10d Smooth or Screw Shank
Nail Field Clip)
23.1
23.1
n/a
1-10d Smooth or Screw Shank
Nail Eave Clip)
29.3
29.3
n/a
2-10d Smooth or Screw Shank
Nails Field Clip)
27.6
27.6
n/a
2-10d Smooth or Screw Shank
Nails Eave Clip)
38.1
,38.1.
• •
'.....'h/a ...
0000
Table 5: Attachment Resistance Expressed as a Moment - M# t -ltff) '
for Mechanically Attached Systems ."".
Tile
Fastener Type
Direct Deck
Direct Dgck
, • Otens!
Profile
(min 15/32"
(mill' 19732"
plywood)
plxwooe.
•
Verea "Spanish S" 2-10d Ring Shank Nails' 33.1
;48.j•, n/a :..
Grade 1
„ ,
1 Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from head
of tile.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Verea
"Spanish
ICP Adhesives Polyset AH-160
63.212'
S"
ICP Adhesives Polyset AH-160
58.62
Grade 1
1 Large paddy placement weight 34.6 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160.
2 Medium paddy placement weight 24.5 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-
160
APPROVED
NOA No.: 18-0119.02
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 5 of 7
••
5. , LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
VE E
A SPAT N CE
LABEL FOR VEREA "SPANISH S" GRADE 1
(LOCATED ON THE SIDE OF TILE
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to
properly evaluate the installation of this system.
. .
....
......
......
....
......
....
. ..
.....
......
. ...
.....
.. ..
.. .
......
. .
. .
......
MIAMMADE COUNTY NOA No.: 18-0119.02
�FIMUMYJVV Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 6 of 7
PROFILE DRAWING
....
. .
....
.
.
....
..... .
..
.
.
. . .
.
.
......
.
.
.•
.
0
0000
VEREA "SPANISH S" GRADE 1
VERSA HURRICANE CLIP
NOTE: USE OF CLIP IS OPTIONAL. REFER TO MANUFACTURERS PUBLISHED INSTRUCTIONS FOR
INSTALLATION DETAIL
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY NOA No.: 18-0119.02
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 7 of 7
MMIIAM�MOt4C)E
11l"1�3if
MIAMI-DADE COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
PRODUCT CONTROL SECTION
BOARD AND CODE ADMINISTRATION DIVISION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA)
T (786) 315-2590 F (786) 315-2599
www.miamidade.2ov/economy
Ceramica Verea
Lanza S/N 15685
Mesia (Coruna) Spain
'
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, mpjjfy, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke t 1i&aoceptanos,•...
if it is determined by Miami -Dade County Product Control Section that this product or matenial•fa;ls to melt the •
requirements of the applicable building code. '
...... .... ......
This product is approved as described herein, and has been designed to comply with the FldVda'Bbildin� Code :....:
including the High Velocity Hurricane Zone of the Florida Building Code.
.... . .. .....
DESCRIPTION: Verea Barrel Tile Grade 1
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state a>Qd pjlpwing• 0 • • • •
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: ' : 0 0 0 0 :
.. ..
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA# 16-0921.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMMADE COUNTY NOA No.: 18-0119.03
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Clay
1. SCOPE
This approves a roofing system using Verea Barrel Tile Grade 1 manufactured by Ceramica Verea in La
Corufia, Spain and is distributed by Ceramica Verea, USA Corp., as described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not
exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed
in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Applicant
Verea Barrel Tile Grade 1
Trim Pieces
Verea Hurricane Clip
Dimensions
L = 19.5"
W=8.15"
Length: varies
Width: varies
varying thickness
2.95" x 0.47" x 0.09" diam.
2.1 MANUFACTURING LOCATION
2.1.1. Mesia (La Coruna) Espana
MIAMMADE COUNTY
7,5
Test
Product
Specifications
Description
ASTM C 1167
High profile two piece •clay roof
Type I
rile. For direct dec% a1h8sive sex....
Grade 1
applicAtioiis : .... .'
ASTM C1167
...... .... ......
Accessory*ttnn, clay rdbfpieces... .;
for use. Af flips, rakR,ridges and •
valley � ornunations rpap&ctur� j: *
000
for eachti%,profile'..• ;
......
.
...... . .
(Optioxal) stainless-steei flip. • • • • % •
.....
00. . . .
.. . . .. . .
. .
NOA No.: 18-0119.03
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 2 of 7
2.2 EVIDENCE SUBMITTED
Test Mencv
Test Identifier
Test Name/Reaort
Date
PRI Construction Materials
CVER-012-02-01
TAS 101
02/19/14
Technologies
American Test Lab of South
RT0517.01-11
TAS 101
06/13/11
Florida
RT0621.02-16
ASTM C 1167
09/09/16
RT0202.01-18
ASTM C 1167
02/10/18
IBA Consultants, Inc.
4709-2
ASTM C 1167
11/12/07
4709-4
TAS 101
12/21/07
Redland Technologies
7161-03 Appendix III
PA 102 & PA 102(A)
Dec. 1991
Letter
PA 108 (Nail -On)
Aug. 1994
P09647-01
PA 108 (Mortar Set)
July 1994
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
....
The Center for Applied
25-7094-(3, 6 & 9)
PA 102 • • •
Mt 1994
Engineering, Inc.
25-7120-(1 & 2)
PA 102 "' : "
" ld'ov. 1994*' • •
25-7183-(3 & 4)
PA 102 •����•
25-7214-(3, 4, &7)
PA 102 ......
.•Fet.1995;••••;
;wrh, 1995....
25-7804-4
PA 102
.SQp.1996••:••*
.. ..
. .
.. . ......
. .
. . ......
.. .
. ..
0000
MIAMI•DADE COUNTY NOA No.: 18-0119.03
• ' Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 3 of 7
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product
Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Verea Barrel Tile Grade 1 and its components shall be installed in strict compliance with Roofing
Application Standard RAS-118, RAS 119, and RAS-120. . • • •
4.2 Data For Attachment Calculations. ' . . .... ......
Table 1: Average Weight (W) and Dimensions (I x w )� • • • • • . , • • •,
Tile Profile Weight-W (lbf) Length-1(ft) .' ". Wi h-w• ft •
Verea Barrel Tile Grade 1 •' () • • • •
5.5 1.625 ..... g 000
Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) . . . . 000 :6
- • • • •Profle Batten Application Direct Dedk Applicabon •
Verea Barrel Tile Grade 1 000N/A 0.26
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
12" 5":12" 6":12"
2":12" 3":12" 4;4.
7..:12..
Verea
Barrel Tile
Direct Deck Direct Deck DirDeck Direct Deck Direct Deck
or Greater
Direct Deck
Grade 1
4.19 4.11 01 3.87 3.69
3.47
MIAMMADE COUNTY NOA No.: 18-0119.03
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Verea Barrel TO Grade
2-10d Ring Shank Nails
28.6
41.2
n/a
1
1-10d Smooth or Screw Shank
5.1
6.8
n/a
Nail
2-10d Smooth or Screw Shank
6.9
9.2
n/a
Nails
1 #8 Screw
20.7
20.7
n/a
2 #8 Screw
43.2
43.2
n/a
1-10d Smooth or Screw Shank
23.1
23.1
n/a
Nail (Field Clip)
1-10d Smooth or Screw Shank
29.3
29.3
. • • • • n/a
Nail (Eave Clip)
:
•••• •••
;•
2-10d Smooth or Screw Shank
27.6
•-•
2.7..6• •
- - - - • n/a • • •
: •
Nails (Field Clip)
•
2-10d Smooth or Screw Shank
38.1
S�,
Nails Eave Cli
a'..h/a
...
.. . ......
.
.. ..
Table 5: Attachment Resistance Expressed as a Moment - Mfg1t-jbf)
for Mechanically Attached Systems
Tile Fastener Type Direct Deck Direct eck adttens'
Profile
'
(min 15/32" (min. 19132"
plywood) plywood)
Verea Barrel Tile Grade 2-10d Ring Shank Nails' 33.1 48.1 n/a
1
1 Installation with a 4" the headlap and fasteners are located a min of 2%2" from head of the
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application I Minimum Attachment
Profile
Verea Barrel Tile ICP Adhesives Polyset AH-160
Grade 1
1 Medium paddy placement weight 34.6 grams of ICP Adhesives
side of the cap tiles.
APPROVED
Resistance
118.311
Polyset AH-160 for the pan tiles. 17.3g on each
NOA No.: 18-0119.03
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 5 of 7
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile Tile
Profile Application Minimum Attachment
Resistance
Verea Barrel Tile Quikrete Roof Tile Mortar, FL-15 45.38
Grade 1
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
VEREA SPAIN CE...
. . •.••
•••.••
.. . ••.•
LABEL FOR VEREA BARREL TILE GRADE 1
GO
090060
(LOCATED ON THE SIDE OF TILE)
0 • .. ..
4.
.... . ..
.....
6. BUILDING PERMIT REQUIREMENTS: ' • " • • "'
' ""'
As required by the Building Official or the applicable Building Code in order to prpperlV.evaluate the
• • • • • •
installation of this system. This Notice of Acceptance on its own cannot be used to:obfai; a buftxpermit' • • • • •
•• . . ••
• •
0060
MIAMMADE COUNTY NOA No.: 18-0119.03
Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 6 of 7
15"
PROFILE DRAWING
VEREA BARREL TILE GRADE 1
•
•.••••
ev
. •
. .
..••..
.. .
. •.
..•
VEREA HURRICANE CLIP
NOTE: USE OF CLIP IS OPTIONAL. REFER TO MANUFACTURERS PUBLISHED INSTRUCTIONS FOR
INSTALLATION DETAIL
END OF THIS ACCEPTANCE
MIAMWADECOUNW NOA No.: 18-0119.03
• s Expiration Date: 03/13/23
Approval Date: 03/22/18
Page 7 of 7