RF-10-1099p
Inspection Number: INSP - 146313 Permit Number: RF -6 -10 -1099
Scheduled Inspection Date: July 08, 2010
Inspector: Bruhn, Norman
Owner: CHURCH, ST ROSE OF LIMA CATHOLIC
Job Address: 10690 NE 5 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Building Department Comments
July 07, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number (305)758 -0539
Parcel Number 1122310430010
Phone: 305 - 757 -2612
REPAIR LEAKAGE IN VALLEY OVER CLASSROOM 205.
Passed zi
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 12 of 19
Owner Information
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Fees Due
CCF
Education Surcharge
Permit Fee - Repairs
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$0.60
$100.00
$9.00
$2.40
$113.80
Building Department Copy
Address
ST ROSE OF LIMA CATHOLIC CHURCH 9401 BISC BLVD
MIAMI FL 33138 -2970
Contractor(s) Phone
OBENOUR ROOFING SHEET METAL 305 - 757 - 2612
Cell Phone
Type of Work: Re Roof
Additional Info: ROOFING
Classification: Residential
Scanning: 3
Authorized Signature: Owner / Applicant / Contractor / Agent
Phone
(305)758 -0539
Pay Date Pay Type
Invoice # RF -6 -10 -38202
07/07/2010 Check #: 5663
06/17/2010 Check #: 5631
Amt Paid Amt Due
$ 63.80 $ 50.00
$ 50.00 $ 0.00
Expiration: 12/20 /2010
10690 NE 5 Avenue
Miami Shores, FL
1122310430010
Block: Lot:
ST ROSE OF LIMA CATHOLIC CI
Cell
Available Inspections:
Inspection Type:
Roof Repair
Final Roof
Roof Review
1
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 zoning. Futhermore, I authorize the above -named contractor to do the work stated.
July 07, 2010
Date
July 07, 2010 1
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's Address / ®d 9® 44
City State
Tenant/Lessee Name
Job Address (where the work is being done)
Contractor's Address
City
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work:
Descri ' e Work:
Submittal Fee $
Addition
Notary $
Scanning $
Bond $
Radon $
Structural Review. $
Permit Fee $
Training/Education Fee $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION km
FBC 2004
Electrical Plumbing
pe /0 Ai* (4o4 C
?�'f0
• Zip
--- Phone #
sr1/Ar
City Miami Shores Village County Miami -Dade Zip 3 3 / 3 k
FOLIO / PARCEL # /l 213/6 ( 7 4 3 ®® /® /°
Is Building Historically Designated YES NO ie
Contractor's Company Name 0/5V / fir✓ 1
J' J,,✓®_' 7 7 sv
State
Qualifier Name c c 6 ®c/if
State Certificate or Registration No. &' e f 30‘
['Alteration
Square / Linear Footage Of Work: ,
New:
**** * * * * * * * * * * * * **,r * * * * * * * * * * * * * ** *F * * * * * * * * * * * * * * * **
DPBR $
Code Enforcement $
Permit No. R " !_ 9
Master Permit No.
Phone # �OJ 1-1' 7 - i L
Zip 33 /.3P
c .
Phone # 341 747 ! L
Certificate of Competency No.
Double Fee $
Phone #
CCF $ I . J CO /CC
Technology Fee $ 0
Zoning $
Total Fee Now Due $
BY:
See Reverse side
64'
&vat/Replace ❑ Demolition
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure 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 /P1✓,
Owner or agent
The foregoing instrument was acknowle
day ( ,20/0 ;by IQ.f)
who is personal known to the or who hal produced
As identification and who did..take an oath.
ed before me this 1 7
P A «)(1( ,
NOTARY PUB
APPLICATION APPROVED BY:,
(Revised 02/08/06)
Zip
Zip
Contractor {�
The foregoing instrument was acknowledged before me this `'
day of 20tO , by ,, JzU1f 0 (7 Au
who is personally known to me or who has produced
a» identification and who did take an oath.
NOTARY PUBLIC:
Sign: CLI /_ // a de t k :di Sign:
r %1 ' ` iiiLit T y , • 1 YOBLIx.sT4'fF OF 1=.t`itit *
Print: ,.:�.... krarra��rc���� Print: 6A44,71- ,, Sandra D. Fart r n Ana
7 ) - • ; Commission Y�13367S
My Commission Expires: ~�p: My Commission Exp ¢ ' ,
u acs.tetc Y p Expires: APR. 02, 2013
Plans Examiner
Engineer
Zoning
Owne-es.Notification Form 07
• f
MOAMME
COUNTY
"Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govem 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 and the contractor. The owner's initial in the designated space indicates that the
item h.,. b -n explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part f)he agreement between the owner and the contractor.
2. Renaffing wood decks: When replacing roofmg, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Conunon roofs are those which have no visible delineation between neighboring
its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or
owner , s Id 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, roofmg nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. 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 roofmg system. Ponding conditions may not be evident until the original
roof s g . t stem is removed. Ponding conditions should be corrected. ••••
• •
6. Overflow scuppers (wall outlets): It is required that rainwater flow off 'so•fhait the pep§ not •;
overloaded from a build up of water. Perimeter /edge walls or other roof extensions ma bYock tlii discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accdittifilde
with the re a ements of: Chapter 15 and 16 herein and the Florida Building Code, Ptrirnbing' • •
7. Ventilation: Most roof structures should have some ability to vent natur'ai t ftbU h the •
nterior of the structural assembly (the building itself). The existing amount of attic Ventilation shall not be •
reduced. Exception: Attic spaces, designed by a Florida - 'censed engineer or regisipregli4chitect to elimip .:
the attic venting, venting shall not be re• e . • • • • "' • •
••••
Owner's /Agent's Signature:
Contractor's Signature:
Property Address:
this appearance.
•
Date:
Permit Number:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
5.
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other r ib , e/9,11 4
As Applicable
1,2,3,4,5,6,7
1.
Fire Directory Listing Page
2.
From Notice Of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
• •
•
• . • • • • •... • •
• •
. • • :. •
3.
Design Calculations per Section R4403, or If
i ' • 27 or.
RAS 128
•
. �••.:,
4.
Other Component Notice of Acceptances
• • • i _ •
5.
Municipal Permit Application
• • •
6.
Owners Notification for Roofing Considerati \(
1t o i y) • •
7.
Any Required Roof Testing Calculation Doc rnen
_
fiO n
SECTION R4402.14
HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
ATTACHMENTS REQUIRED:
•
..•.••
• •
......
• •
.....
• •
......
.
•
•
.•.•.•
•
000000
• •
•
'E- Codes
qta
r
Low Slope Roof Area (SF)
Florida Building Code Edition 2004
High - Velocity HurrtcaneZone Uniform Permit Application Form.
Section A (General Information)
r'mh No Process No.
is Name E.d ®rJ� Leo �e� 9
/0.r
ROOF CATEGORY
0 Low Slope 0 Mechanically Fastened The if onor/Adhesive Set The
0 Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes
Shingles
0 Prescriptive BUR-RA8 150
ROOF TYPE
Roof 0 Reroofing 0 Recovering Repair 0 Maintenance
Section 8 (Roof Plan)
Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow
include dimensions of sections and levels, dearly identify dimensions of elevated p
parapets.
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF)
9
Total (SF)
P
nd overflow drains.
zones and location of
Gozo
2
•a ..
•
• •
•
■
•
• •
• •
• •
•
..
• •
• •
••••
Sro .- oovr,
Roof System Manufacturer: Kl/1 t 04 C?
Notice of Acceptance Number: 0 - ) 0 )/3. 1 v
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
P1: 4, `i r p2:1-27 3' P3: ,72-1- /-
Maximum Design Pressure -.2 (From the NOA Specific System:
Method of tile attachment: _ V I Gke 1 Al ell t V
123_01 -48 12/09 PAGE 4
cc441 61,4
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
1
Section D (Steen Sloped Roof System)
/4/ � /110
/�� 4 - f j Y-� ✓`'
Steep Sloped Roof System Description
Deck Type:
W
Ridge Vei7(tilatlon?
ype Underiayme I
0
nsulation:
Fire Barrier:
Mean Roof Height: S -2-
N.
fr
astener Type & Spacing:
k 0 t )L
•
•
• • •
.. •
•
....
• •
•
...
•
(P x L at x w: te _) - r3
Where to•Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based em ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
AerodymmIc Multiplier
d
Product Approval
-
-•
•
••••
•
Restoring Moment due to
Gravity
Mg
Product Approval
•
•
••
• • •
••••
• •
•
Attachment Resistance
Mr
Product Approval
•
•
•
Required Moment Resistance
M
Calculated
•
•
••••
•
Minimum Attachment
Resistance
F•
Product Approval
•
• •
•
• • •
- - •• •
•
•. •
•
• • •
•
•
Required Uplift Resistance
Fr
Calculated
•
•
• •
•
•
•
Average Tile Weight
W
Product Approval
•
•
•
- - • •
•
... .
Tile Dimensions
L =length
W =width
Product Approval
•
••••
•
All must be submitted
to the building official at the dine of permit application.
calculatons
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
• • Section E (Tile Calculations)
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
For Moment based We systems. choose either Method I or 2. Compere the values for M with the values from Mr. If the Mr values are greater than or
equal to the M, values, for each area of the roof, then the We attachment method is acceptable.
(� �y t�
Method 1 "Moment Based The Calculations Per RAS 127" r (P ✓^ / x A e�` ) . Mg: tea! .m,, `'�° ` V Product Approval M 3
(P2: ,rx v.7- V 4 ;4;j ) - M54 " . Mr 2 "3 Prod ut Approval M f 3 9.
(P /' ' x A„ 0 aY1 t �l1- Mg4' ` 1 ° M,7 ' t Product Approval M / r �j
Method 2 "Simplified Tile Calculations Per Table Below"
Requited Moran of Resistance (Mr) From Tebte Below Product Approval Mf
M required Moment Resistance•
Moan Root Height -►
Roof Mope j
2:12
. 3:12
4:12
5:12
8:12
7:12
15'
34.4
32/
30.4
28..4
28.4
24.4
20'
38.5
34.4
32.2
30.1
28.0
25.9
25'
38 2
380
33.8
31.6
29.4
27.1
30'
39.7
37.4
35.1
32.8
30.5
28.2
40'
42.2
38.8
37.3
34.9
32.4
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the Browerd County Board of Rules and Appeals
For Uplift baseddlesystems use Method 3. Compared thevaluet forF'withthe values for Pr. If the F values aregreaterthan orequal tothe Frvalues. di
for each area of the roof. then e tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(PI: x L s - x w: m J - W x ens 8 ' F Product Approval r
(p x L a - x w: vs J - W: x cos 0 • Peg Product Approval F'
W x c 8 F Product Approval F
es intro, m m nit.0 rang .- BUILDING
• •
•
• •
• •
••
•
• •
15.35
ROOF SSEMBLIES AND ROOFTOP STRUCTURES / And
Q effotr ?F 0,-2-615Y
Roof Syst - m Manufa turer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, if Applicable (From RAS 127 or
Calculations: /121.--- p3:
: 73 P2:
Maximum Design Pressure t Specific System):
(From the Product App p�
Roof Slope:
12
Ridge Ve tilation?
Mean Roof Height:
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form. e f
Sdo*lon D iSae li S coed Roof 3vsteml
St.___T n oof ysteal.QP'iot -r-lon
®r
Deck Type: tg-
TYp
e Underlayment: Sr 7) )-2
Insulation:
Fire Barrier: /16
Fastener Type & Spacing: / g1/4 L
�5 2
Adhesive Type: ` �/Cl.( L / a . i
Type Cap Sheet: fl
V •
• 0. •
/ • e i,, 41 41
Roof Covering: `/,*
V clAQ"i
▪ 4141..
•
Type &Size Drip gss. � l � o/IlC�• •
Edge: •• •• •• •
• •
• • • •
•
• . •
.. .
.. .
•
• ..•.
•
•
0000
• •
/
/QS
4 41
FLORIDA BUILDING CODE — BUILDING
• 00041
tits
•
0000
• .00
•
• .
• .0..
•
•
•
• •
00'000
0/3: X = xw: =_) r
M required
18.
Moment
20'
Resistance*
25'
30'
40'
wean Root Height -►
Roof slope
2:12
34.4
38.5
38.2
39.7
42.2
3:12
32.2
34.4
38.0
37.4
39.8
.
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
316
32.8
34.9
8:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
0/3: X = xw: =_) r
Where toObtain Information
Desertption
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site •
Aerodynamic Multiplier
A
Product Approval
•••••
MS
Product Approval
•
•
•
•
•
•
•
• • • •
• •
•
-
Restoring Moment due to
Gravity
Attachment Resistance
M f
Product Approval
••••
•
•
•
Required Moment Resistance
M
Calculated
•
••••
•
•
Minimum At
Resistance
F,
Product Approval
•
•
•
• • •
•
•
• • •
•
• • •
•
•
Required Uplift Resistance
Fr
Calculated
•
•
•
•
•
•
•
Average Tile Weight
W
Product Approval
•
•
•
•
••
•
•
•
••••
Tile Dimensions
L =length
W =width
Product Approval
•
••••
•
AU calculations must be submitted
to the building official at the time of permit application.
CM Tl� / � 5
�'niry p/e c oAA /CI
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
• • Section E (Tile Calculations)
Method 2 "Simplified Tile Calculations Per Table Below"
Required Mount of Resist (Mr) From Table Below Product Approval Mf
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
For Moment based 111e systems, choose either Method 1 or 2. Compare the values for M with the values from M . If the Mf values are greater than or
equal to the M values, for each area of the roof, then the tile abashment method is acceptable.
Method 1 q ) "Moment Based Tile Calculadons Per RAS 127"
(Pt: 5 I x '^ � 7 'f • mI ° 1. lc '-Mg: ,rr�1 =M,. / ( Product ApprovalMf
- g l
(P2: q S 'x 0 27y 2 - M , 6 35 = Mr2 ! ° 9‘6 Product Approval Mr `7
(P3: /0' X) • ai =3 94) - M `7. 7S �s M f t 52- Product Approval M r��
•Must be used in conjimcdon with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
F a r U p l i ft based tile systtmhs use M e t h o d 3. C o m p a r e d the values f o r F with die values f o r P r . If t h e F' values are greater than oregaa1 tothe Fr values.
for each area of tike roof, then the tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculadons Per RAS 127"
(Pt: x L = x w: _ _ _) . W x cos 0 = Fri Product Approval F'
(P2:
x L re x w: _ J - W: x cos 0 ffi Fa Product Approval V
� x cod g = F Product Approval V
FLORIDA BUILDING CODE -- BUILDING
•
•
•
•
• •
•
••
• •
• •
15.35
MIAMI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifehle, LLC
200 Story Road
Lake Wales, FL 33898
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals. (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Atlantis Shake &Slate Concrete Roof The
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety. •••••
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactukror ids distri gois
and shall be available for inspection at the job site at the request of the Building Official
This renews NOA #02- 1211.08 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
Arieve'
NIIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAMER BUILDING
140 WEST FLAMER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
•
• . •• •
• •
.. . . •
• • •
• • •
•
•
• •
.. •
• • •
.. •
NpA �vo: 07- 141131
Expiration Date: 12/117/13
Approval Date: 12I3310 '
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Material:
1
Trim Pieces
Roofing
Flat Profile Roofing Tiles
Concrete
SCOPE
This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as
manufactured Monier Lifetile LLC in Boca Raton, FL and 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
i1lanufactured by
Hcant Dimensions
Monier Lifetile
Atlantis Shake and
Slate Tile
Test AEencv
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
1= 16"
w = 10"
1 1 /4" thick
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test
Specifications
7161 -03
Appendix III
94 -060A
94-084
25- 7094 -2
25- 7094 -8
25-7094-5
TAS 112
TAS 112
Test Identifier
Product
Description
Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck, mortar
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
(Adhesive Set)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction) : .'.
Static Uplift Testing "
PA 102 •
(4" Headlap, Nails, Battegs).
Static Uplift Testing' ....'
PA 102
(4" Headlap, Nails, Direct Della •
Recover/Reroof) . .
Date
Dec. 1991
March, 1994
May 1994
Oct. 1994
••••
Oct. 1994
.. •
•
Oct 5994•
.. •
• • •
• ..
•
•
STOQ�fo.: 07%1011
AApp�roval Date: IMMO
Page 2of7
Test AEencv Test Identifier
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineerins
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
PO402
Project No. 307025
Test #1VIDC -77
224 -47099
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
TAS -112
Test Name/Report
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
Aerodynamic Multiplier
Moment of Gravity
25 -7094
•• ••
• • •
Date
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Sept. 1994
Dec. 1998
March 1999
October 2007
August 2007
February 1996
25 -7496 April 1996
December
199b
• •
25 -7584
25- 7804b -8
25-7804-4 & 5 • • • •
25-7848-6 • • • .•%.•
25-7183 • Marcltt99
Aerodynamic Multiplier): • • • April 1999
Yn .
Two Patty Adhesive Set Sygfq • }949
13343.1 June,2,00.7
• • •
•• •
•
• • • •
p1O6• No.:07 :f0
Exph'at[on Date:12,i16d2
Approval Date:1=30
Page3of7
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Monier Ufetile Atlantis Shake &
Slate Tile
8.5
1.33
0.833
3. LIMITATIONS
3.1 Fuse 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 RAS 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 Building Code Compliance Office 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.
3.7 May be installed on slopes 7:12 and greater with a minimum of two screws.
4. INSTALLATION
4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
42 Data For Attachment Calculations
Table 2: Aerodynamic Multipliers - 7l (ft
I (ft
Batten Application
N/A
I (ft
Direct Deck Application
0.208
Tile
Profile
Monier Lifetile Atlantis Shake & Slate Tile
1110
Profile
Monier
Ufetlle
Atlantis
Shake &
Slate Tile
2 ":12"
Battens Direct
Deck
N/A
6.17
Table 3: Restoring Moments due to Gravity - M (ft Ibf)
6 " :12°
N/A
6.11
4 ":12"
Battens Direct
Deck
N/A
6.01
5 ":12"
Battens Direct
Deck ,
3 ":12"
Battens Direct
Deck
N/A
5.89
Battens. • Dt
�a►75
N/A
•
7 ":12" or
.
Battbfl8' Direct• •
.••;'„Dank
•
•
• 5.59
•
•1
•
•• ••
•• •
• • •
•
•
•
O1, ;vo.: 07:fd2 'f2
iradaDate: 12016112
Approval Date: 1013f07
Page 4 of 7
••••
•
e
•
••••
•
••••
•
• 0
•
• •
• •
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf)
for Nall -On Systems
Tile
Profile
Monier Ufetile
Atlantis Shake &
Slate Tile
Fastener Type
30.9
7.3
2 -10d Ring Shank Nails
1 -10d Smooth or Screw
Shank Nail
2 -10d Smooth or Screw
Shank Nails
1 #8 Screw
2 #8 Screw
1 -10d Smooth or Screw
Shank Nail (Field Clip)
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails (Field Clip)
2 -10d Smooth or Screw
Shank Nails (Eave CV)
Direct Deck
(min 15/32"
plywood)
14.0
30.8
51.7
24.3
19.0
35.5
31.9
Direct Deck
(min. 19132"
plywood)
38.1
9.8
18.8
30.8
51.7
24.3
19.0
35.5
31.9
Battens
N/A
WA
WA
N/A
N/A
N/A
N/A
N/A
WA
Table 5: Attachment Resistance Expressed as a Moment Mt (ft Ibf)
for Two Patty Adhesive Set Systems
Tile Application
Tile Profile
Minimum Attachment
Resistance
Adhesive
Monier Ufetile Atlantis Shake & Slate Tile
1 See manufactures component approval for installation requirements.
2 Ruble Products Company TIIeBond Average weight per patty 13.9 grams.
Polyioam Product, Inc. Average weight per patty 8 grams.
31.3
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft Ibf)
for Single Patty Adhesive Set Systems
Tile Application
Tile Profile
Monier Ufetile Atlantis Shake & Slate Tile
•PolyPro
PolyProTM
Minimum Attachment
Resistance
118.9
40.4
3 Large paddy placement of 46 grams of PolyProTe.
gir •
••••
Medium paddy placement of 24 grams of PolyProTM.
• •_
Table 5B: Attachment Resistance Expressed as a Moment -
for Mortar or Adhesive Set Systems
Tile Tile
Profile Application
Mo nier Lifetile Atlantis Shake & Slate Tile Mortar Set
• •
Ik(tl) • • •
•
••••
Ahment
• Resistance
••:•491).() •••••
•• •• •• •
• • • • •
• • NOA No.: 41023..2
Exit:gaol Date: 1,746/12
Approval Date :1744107
Page 5 of 7
•
•
•
• •
• •
• •
• •
•
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5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami Dade County Product Control Approved ".
MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT)
LOCATED UNDERNEATH 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 the Building Official or applicable building
code in order to properly evaluate the installation of this system.
••••
• •
• • ••••
• • •
•• • .. • •
• • • •
.• •
•
• • •
•••• • • • •
• •
•••• •
• •
• •
• It No.: O?.19412
UO; Date: 1246/12 • •
A *prdv4 Date: •
• • Pgge6el7 • •
• • •
•• • ••.. • •
• .
PROFILE DRAWINGS
MEHL=
v_'
•
•
•
END OF THIS ACCEPTANCE
M0NiER LW'ETLLE ATLANTIS SHAKE & SLATE CONCRETE Rom TILE
... • •
•
• • ••••
•
• • •
• . • •• • •
• • •
•• •
•
••
•
• •
•••• • • • •
• .
•• •
•• •
N6A•14o.: 07:102.1.11
Espiretioa nate: 12/16112
Approhl:Date:
• Paie'1 rot"
• • •
•
•
•
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement
Undetlayment
Eave Comae
••••
• •
• • ••••
• • •
• • ••••
• • •
• • •
••••
• •
• • ••
•
•
• •
•
• le
•
• •
• •
• •
NOT* tItin06- 020.1'02, • •
Eapiratiiva Date: 05/10111 • •
Approvai•Bate• 04 /13/06• •
•
• hige 6347. :.
• • •
• • •
•• • ••.• • •
• •
M iA M MADE
BUILDING CODE COMPLIANCE OF>!JCE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clay Forever, LLC
6801 NW 77 Avenue
Miami, FL 33166
MIAMI -DADE COUNT',, FLORIDA
METRO -DADE PLAGLER BUILDING
140 WEST FLAMER STREET, SUITE. 1603
MIAMI, FLORIDA 33130.1563
(305) 375 -2901 ;eAX (305) 375 -290g
SCOPE:
This NOA is being issued under the applicable rules and regula,i�ns governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Da County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Mianii :)ade County and other areas where allowed by
the. Authority Having Jurisdiction (AHJ), '
r
This NOA shall not be *valid after the expiration date statedlbel•aw. The Miami-Dade County Product Control
Division an Miami Dade County) and/or the AHJ (in areas of rar 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 expen;l - of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material !within their jurisdiction. BORA. reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 ei comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Moride Buil • tng (. ode.
DESCRIPTION: Altusa "S" Clay Roof Tile
•
LABELING: Each unit shall bear a permanent label with the az\ufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Ap iroved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal a plication has been filed and there has been no
change in the'applicable building code negatively affecting the etformance of this product.
TERMINATION of this NOA will occur after the expiration is or if there bas been a revision or change in the
materials, use, and/or manufacture of the product or process. MU - e of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall auton t :Aty terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination ardlare :nova] of NOA.
ADVERTISEMENT: The NOA number preceded by the worlds Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature_ 4 any portion of the NOA. is displayed, then it shall
be done in its entirety.
INSPECTIONt A copy of this entire NOA shall be provided tenths user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request;iof the Building Official. • • • • • • •
• • •
This renews NOA #06- 0706.09 and consists of pages I tl&sough 11. •••
The submitted documentation was reviewed by Alex Tigera. •
•
T0'd £8g£ L88 20£
kr
3'1! -L .S0052i h ORTAAI LL;I;314
....
• •
.
• •
• •
•
.. •
• • •
•• •
•
• • •
N0 No. 1'07- 09;9a%: •
Expirat2on Da#e: IVI%/12
Approval Datt • •
Page lof7
62:££ 800£ -t'£ -88,1
•.
• •
• •
•
•
•
• •
• •
2. PRODUCT DDESCRIPTION
Manufat.tured by
Applicant Dimensions
Altusa One Piece 'S' L = 18 t /a"
Tile W = 10,5"
'A' thick nominal
3.25" high
Trim Pieces Length: varies
Width: varies
Clip
Clip
ROOFING ASSEMJIT `T APPROVAL
Category
Sub-Cott gory:
Material:
Roofing
Roofing Tiles
Clay
1. SCOPE
Tivs renews roofing system using Altusa One Pierce S' Clay Roof Tiles, as manufactured. by
AI¢artria Del Turbid, S.A. (ALTUSA) in Venezuelal; and described in Section 2 of this Notice of
Acseptanet. For locations where the pres.•vre requ*ments, as determined by applicable Building
Crdr •loss not e3;ce,e' the desi p pressure values obtalined by calculations in compliance with RAS
1;7 using the valuer listed in ection 4 herein. The attachment calculations shall be done as a
mcmrnt based system.
varying thickness
L=6"
D= 0.125"
I.cch_
w = h"
0.05" thick
2.1 SUBMITTED .t.VIDENCE:
Test Aeencv •
LBA Consultants, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc
Celotex Corporation Testing*
Z0'd CsZ£ L88 9OZ
Test
Specifications
TAS 112
TAS 112
TAS 114
TAS 114
Test Identil"iig
2397 -i , 5
94-083
94 084
25- 72110 -1
Project No. 307025
Test #MDC -7:1
MTS 520649
I • Product
Description
ligh profile clay roof tile. For direct deck or
Ili atten nail -on, mortar set or adhesive set
!applications with minimal headlap of 2 M '
ecessory trap, clay roof pieces for use at
i ps, rakes, ridges and valley terminations.
ianufactured for each tile profile.
le clip
Shaped tile clip
Ie t Name/Re part
ASTM C 1167
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
(Quick -Drive Screws,
Battens)
Wind Driven Rain
TAS 100
TAS 102(A)
3008 NYYNYSelai I Gal
•
Date
06/28/07
April 1994
May 1994
4 eb, t94s•••
••
•• • 0000
• •
•• •
0 000 •
•
•••4 ct. 1994
••••
•
•
•
•
0 •
•• • • • •
•• •• •• •
••0• May 2000 •
• • •
NdA No.747.0919.A5: •
Explrahn D 121f6112 •
Approval Date: •
Page 2 0f,•
00:00 8002 -9Z -ea
•
• •
• •
• •
0
0
•
• •
• •
i c - L. L; J' I c Jcr!ti
Test A epcv
PRI Asphalt Technology, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering. Inc.
Walker Engineering, Inc.
3. LIMITATIONS
£0'd £8Z£ L88 90£
Test Identifier
CLF -003 -02 -0:
7161 -03; Appendix DI
7161 -03 .
Appendix II
Letter Dated Aug. 1,
1994
P0631 -01
PO402
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Withdrawal Resistance
'Testing of crew vs. smooth
shank nails
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static f:eld uplift test shall be performed in
accordance with RAS 106. •
3.3 Applicant shall retain the services of a Miami -:lade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
the Building Code Compliance Office for review!.
3.4 Minimum underlayment shall be in coniplianejt with the applicable Roofing Applications
Standards listed section 4.1 herein. IIi''
3.5 30/90 hot mopped underlayment applications my be installed perpendicular to the roof slope
unless stated otherwise by the underlayment ILat rial manufacturers published literature.
3.6 This acceptance is for wood deck applicatio :$. Minimum deck requirements shall be in
compliance with applicable building code.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION 1! • .... •
4.1 'Altura One Piece S' Clay Roof Tile and ilis components shall be install& in aril.
compliance with Roofing Application Standard 111.P.S 118, RAS 119, and RA8•I O, • • •
4.2 Data For Attachment Calculations •
Test Name/Report
TAS 102
TAS 102
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 103 (Mortar Set)
Aerodynamic Multiplier
25 -7123
25 -7094
25 -7496
25 -75E4
25-7804b-8
2. - 7804 -4 445
'.5- 7848 -6
3111 .dooa N1t 3N1t232i3.L I Q3W
Nu 'v GI
to
October 2001
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
March 1995
February 1996
April 1996
December 1996
00 • •
• •
0000 •
•- •
• • • • -
•• . • •• •
NdA 140107. 0939.05.
Expiration Data: 12JSU/1'l • •
• • .+1;piiroval Dates .
PageSatZ•
•
•
I0 :00 8002- 9Z -83d
•
•
•
• •
• •
•
.•
Table 3: Restoring Moments due (to Gravity - M
(ft -Ibf
12"
Direct
Deck
5.03
7 ": 12"
greater
Battens
4.08
-„_-1
or •
Direct
Deck
4.99
I Tile
' Profile
3 ": 12"
or ess
4 "; 12"
Battens�Direci
t Deck
4,40 ; 5.27
5 ":
Battens
4.31
12" 1 6 ":
"
Direct Ecattens
,I Deck
, 6.16 � 4.20
Agues 'S' Tile
Battens
I ()greet
Rack
t
4.47 TT 6.35
E
Table 4: Attachment Resistance Expreeped
as a Moment - Mr (ft -Ibf)
for Nall-On Systems
Tile
Fastener Type
Direct DeclI
Direct Deck
Battens
Profile
(Min 15132'
(Min. 19/32"
: Altusa
plywood) li
plywood)
S' Tile
2 -10d Ring Sr ank Nails
28.6
41.2
19.4 '
1 -10d Smooth or Screw
5.1 f
6.8
2.8
Shank Nall
2.10d Smooth or Screw
6.9 9.2
Shank Na
1 .#8 Screw
28.7 L___1___ (___ 28.7
2 . #8 Screws
58.2 ii 58.2
26, 8
1 - 10d Smooth or Screw
23.1 i
23.1
1 9.0
Shank Naii (Field Clip)
.
i
1 -10d Smooth or Screw
Shank Nail Lave Cli•
29.3
29.3 •
24.0
2.10d 5171ooth or Screw 27.6 i
27.6
38.6
Shank Nails Field CH
2 -1 Dd Smooth or Screw 38.1 u
38.1
41.8
Shank Nails Leave CI .' E
• 1 Screw with Altusa
pip '=ee clip
details
Altusa "S"
1 Screw with clip (at the
187.1
187.1
NIA
Tile'
head of tile
Altusa "S"
1 .,crew with clip (al the
35.2
35.2
• NIA • • •,
Tile'
water course cf tile)
•
1. Screw must be installed in the inside nail hole Located nearest t4
the hump of the iUe. • • •
LUu
Musa 'S' 'rife
Tile Profile
'I'Q'd e8r,8 L88 908
Table 1: Average Weight (W) Dimensions (I x w )
Weight -W (ibf)
6.9
Table 2: Aerod
"Tile
Profile
Altusa 'S' Tile
amic M
t(
i Batten
0
Length -I (ft)
'1.52
. Width -w (ft)
I tipllers - A ft'
t " )
• Iicetion Direct Deck A • • lication
0.274
•
• •
•. ..
0.675
•
.. •
.'
•
• • •
0000 • • • •
...0 •
.. •
• • •
•
• .'
IsitA o: 07.0119.05. •
Expiration Pate: i &L11 tt' • •
' .. Jp reval aggle • •
Page'4at.?..
3711 d008 Nvainsau I Gal g0:00 8003- 9 "c -83d
• •
LJ•
Tile
Profile
AA :use 'S'
Ilia
Table 6: Attachment Resistance Expr
for Two Patty Adhesive set Systems
Tile Application
Adhesive
2 See manut®etures cor o approval for installation requirements
Flexible Products ComoanyTrieBond Average weight per patty 10 i grams
Polyfoem Product, Inc. 'verage weight per pally a grams. is
Ir
Table 7: A ttachment Resistance Expre -sed as a Moment - Mr (ft ibf)
for Single Patty Adhesivti Set Systems
Tile Tile Application? 1 Minimum Attachment
P
Resistance
66.5
387
Poi cam POI Proms
Polytoam Pal Py ra
Large paddyp;acementt .: 63 grams of PolyPro`M.
Medium .add .tacementof 24 •rams of Pot re TM .
-.Ruse 'S' Tile
Table 8: Attachment Resistance Expre
for Mortar Set Sy terns
Tile
Tile i
Profile Application
Attc:sa'S' Tits - Mortar Sot'
90'd £8Z£ L88 90;
5. LABELING
All tiles shall bear the imprint or identifiable :n1iricag of the manufacturer's name or logo, or
following statement: "Miami -Dade Coun ry Product Control .Approved ".
* * *
ALTUSA MADE wuQUELa
IDENTIFICATION MARL{ FOR AI.TUSA `S' CLAY ROOF TILE
LOCATPD UNDWIEA TH TILE
6. MJILDING PERMIT REQUYREV1ENTS
6.1 Application for building permit shall be accbmpsoied by copies of the folio
6.1.1 This Notice of Acceptance. ••••
• 5.2.2 Any other documents required by the Building Official or applitablelaaildin.g' "' •
code m order to properly evaluate tbiz installation of this system." ` • "• `•
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sed as a Moment M (ft -Ibf)
Minimum Attachment
Resistance 1
29.3'
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Attachment
Resistance
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CLIP WITH ONE(1) SCREW .
A TACHEO TO DECK
9C'd 1.88 90C
PROFILE DRAIUNGS .
ALTUSA `S CLAY Roo TILJ
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TILE BY ALTUSA
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CLIP PLACEMENrDETAIL
- SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
CLIP
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Expiration Date: 11II0a
Appvval Dite:
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END OF THIS ACCEPPtTANCE
SCREW IN THE LU 3DE NAIL HOLE
4IA REST TO THE HUMP OP THE T1t
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Owner's Notification Nina 07
MIAMI-DE
COUNTY
"Delivering Excellence Every Day' SECTION 1524
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the
industry for roofmg system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building 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 roofmg 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, roofmg 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 water to pond (accumulate) in low -lying areas of the roof. Ponding can be- annindication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofmg 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 naturgl avow trirengh the
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interior of the structural assembly (the building itself). The existing amount of attic �� �iij tion 4 • 1 got be, • •
reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registopsc3.wrchitect to elimiggt�.;
the attic venting, venting shall not be required. ••••••• •
Owner's /Agent's Signature:
Contractor's Signature:
Property Address:
Date:
Permit Number;
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SUBJECT 'i O CCMP�CE V�
RULES AND REGULATIO AND CCU1V Y ,�U_ s�
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