RF-06-3008 (2)BUILDING
PERMIT APPLICATION Master Permit No.
FBC 2004 DEC 282006
a R
Permit Type (circle): Building E�e� -- �1iDnbing Mechanical
Owner's Name (Fee Simple Titleholder) Phone #
Owner's Address 99967 4 J `3 A ter,
City i.-t r 0 4-11 i State (- L Zip 33 f
Tenant/Lessee Name Phone #
Miami Shores Village °,11cYz611,i;--
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972.
Permit Nola-06—
Job Address (where the work is being done) qq c f 9 Pr • "3
County Miami -Dade Zip
City Miami Shores Vill. . e
FOLIO / PARCEL #
Is Building Historically Designated YES
NO �-
Contractor's Company Name CO (-1 vro c r tD A G1-4-e1/,5 Phone #
Contractor's Address
I L 2 7) t31 e
3o — _ , 3
City r Ct+s� l
Pi -j State Zip
Qualifier Name eri C3 G t 7 f-i, ®d ett' C) Z-- Phone #
State Certificate or Registration No. (Cl 3 Z 7 Certificate of Competency No.
.y
- 2.56 3010
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $
Type of Work:
Describe Work:
ddition ['Alteration
►J'e"to 'c o 66
Square / Linear Footage Of Work:
05
few 0 Repair/Replace [] Demolition
O
Submittal Fee $
Notary $ Training/Education Fee $
Scanning $ Radon $
Permit Fee $
Bond $ Code Enforcement $
DPBR
CCF $ <l _� . JZ Ci CO /CC
Technology Fee $
Zoning $
Double Fee $
Structural Review. $ Total Fee Now Due $ Zq l , '*7
See Reverse side -*
WAID
Bonding. Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 pys after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and ' % eins cti fee will be charged
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of
who is pe nally known to rn who has produced
Signature
The forego
day of
who,i
ent was acknowledged before me this
y
me or who has produced
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 02/08/06)
Sign.
Print:
My Commission Expires:
Plans Examiner
Engineer
Zoning
t s • SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing 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
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 adjacent box indicates that the item has been
explained���s3.-.2._°i�
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) issues 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.
1 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 roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code 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
ca
us 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. Pending may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the
original roofing system is removed. Ponding conditions should be corrected.
/ 6. Overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
(__ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
Date Contractor's Signe
•
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing 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
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 adjacent box indicates that the item has been
explained.
At_ 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) issues 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. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renah ed 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).
h( 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
iSt 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
A 1 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. Pending can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Pending conditions may not be evident until the
original roofing system is removed. Ponding conditions should be corrected.
A 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 Florida Building Code, Plumbing.
qL 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
..'dVAi1YIItl .M 1.' • .i^91,. JD.'.
/ 1
Date
Contractor's Signa
,rs
High Velocity Hurricane Zone Uniform Roofing Permit Applica on Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPU
Master Permit No.
Section A (General Information)
Process No.
Contractor's Name:
CO 11 --�`� u c-I-t O e� U a&-12/
Roof
❑ Low Slope El Mechanically Faste
Asphaltic Shingles ❑ Metal PaneVShingles
I Pracrrintiw RI IR -RAS I5(1
Job Address:
q`7 C?
VCXEVIE
SEC 141006
Y:.
it
ITY
OPY
J ,I ��� Mortar /Adhesive Set Tile k
I I I Wood Shin
S..........
�
{ Roof Type
(Z�1 New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair El Maintenance
Are there Gas Vent Stacks located on the roof? E❑ Yes
Low slope roof area (ft.2)
If yes, what type? ❑ Natural
Roof System Information
Steep Sloped area (ft.2)
1/ 650
Section) B Roof Plan
Total (V)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drain
of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
imeter Width (a'): Corner Size (a' x a'):
w
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High Velocity Hjirricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: of L. Li --F LE
Notice of Acceptance Number:_ 02-- 12°Z- @,5
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Pmax1: 0 r 4 Pmax2: ,� i / 6 Pmax3 : �, ` ® i
Maximum Design Pressure
te.
(From the NOA Specific System): ' "t •
Roof Slope:
3 :12
Deck Type:
ype Underlayment:
insulation.
Sloped System Description
tY.
Fire Barrier:
Ridge Ventilation?
t
W
Fastener Type & Spacing:
Adhesive Type:
iY a i%1 Vak.A)011 •44 yex �-
A
ype Cap Sheet:
Mean Roof Height: 14-
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•
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•
.. ••
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904' /37T-T-i%-,
Roof Covering:
S.
• • •
L&r/z Cks?
•'Type & Size Drip
dge:
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2' )( Z)i.TJQv
I J 14 AWL NNi IJ
• •• •• • • • •• ••
0 •• • • • 0 •. • •
High Velocity Hurricane Zone Uniform Permit Application Form
1
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M, with the values from Mt If the Mt values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Basejj Tile Calculations Per RAS 127"
(Ply 4 � � . � . xX.23 9 =13O b -Mg: ° % =Mnt ° -7I NOAMr
(Pa' i. x X .2 =2 z K+ - Mg: = Mrz16e%a NOA Mr
(P3.;„15 x � 0 - Mg: �'d l = Mr3 . / NOA M�
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below,_ NOA Mt.
Mr Required Moment ResistanLe*
Mean Roof Height --`
Roof Slope j
15'
20'
25'
30'
40'
2:12
30
33.4
35.7
37.7
40.7
3:12
g
31.3
33.4
35.2
38.1
4:12
• .6
28.9
30.9
32.6
35.2
5 :12
24.5
26.7
28.5
30.0
32.5
6:12
22.5 .
24.5
26.2
27.6
29.8
7:12
20.8
22.6
24.1
25.4
27.5
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for Fr. If the F' values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt : x 1: = x w: = ) - W: x cos 0 :: = NOA F
(P2 : x 1: = x w: = ) - W: x cos B.• = Frz: NOA F
(P3 : x 1• = x w: = ) - W x cos B.• = Fa: NOA F
Where to Obtain Information
,Description
s
Symbol
Where to find
Y
Design Pressure
+,
PI or P2 or P3
RAS 127 Table 1 or engineering
by an gmeering analysis prepared by PE based on ASCE
7
r: -- .=, Mean Roof Height
H
Job Site
Roof Slope
g
Job Site
Aerodynamic Multiplier
X .
NOA
Restoring Moment due to Gravity
Ms
NOA
Attachment Resistance
Mf
NOA
Required Moment Resistance
Mr • • •
•
• • : • •-•
• ��lali�• • • •
Minimum Attachment Resistance
F" •
•
• O • • 41. •
• •
Required Upliii Resistance
Fr •
• . •
• N • • • •
•w • • • •
Average W eight
W
NOA
Tile Dimensions
All calculations must be submitted to
1= length
w='%idth ,
NOA
• ••• . • • • ..
•
the Butding Qff
iial a •Pte timi'of permitsapplic Lion.
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561 338 5391
5- 5 -03; 3:59PM ;Mon IerLI,fetlle
MTAMIDAOE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
135 NW 20th Street
Boca Raton, FL 33431
MEDITERRANEAN (M) :561 338 5391
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-2908
1/ 7
SCOPE:
This ocu is being issued m under the applicable ewed by Miami-Dade County Product Control Division land a c accepted
The documentation submitted has been
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)..
ct Control
This NOA shall not be valid after the expiration J (in date stated
reas other han Miami Dade County) reservue the right to
Division (In Miami Dade County) and/or the AH
have this product or material tested for quality incur the expense of such to ling product
AHJ may i lmmed at lyu in
the accepted manner, the manufacturer
revoke, modify, or suspend the use of such product material BORA reserves the right
to revoke this acceptance, if it is determined b Y Mbam DadeCou � Product Control Division 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's
unless name or logo, city, , state nand
following statement: "Miami -Dade County Product Control Approved", d
RENEWAL of this NOA shall be considered after a renewal affecting the performance cation of this pro ucd there has been no
change in the applicable building code negatively
TERMINATION of this NOA will occur after the expiration o tisuse of this NOA as an endorsement of any in the
materials, use, and/or manufacture of the product or process.
for sates, advertising or any other purposes shall
hallop and rtic avatoNOte this NOA. Failure to comply
with any section of this NOA shall be cause for termination
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 b at pro ideto the
the Bub ding manufacturer or its distributors
and shall be available for inspection at the job site
This NOA consists of pages 1 through 7.
The submitted documentation was reviewed by Frank Zuloaga, RRC
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NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 1 of 7
5- 6 -03; 3:59PM;MonIerLlfetIle
ROOFING ASSEMBLY; APPROVAL
Category: Roofing
Sub - Category: Low Profile Roofing Tiles
Material: Concrete
MEDITERRANEAN (M) ;561 338 5391
1. SCOPE
This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as
manufactured Monier Lifetile LLC 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
Manufactured by
Applicant Dissensions
Monier Lifetile LLC
Villa & Roll
Monier Lifeitilc LLC
Capri Tile
Trim Pieces
1= 16'/2"
w= 13"
'/2" thick
L= 17"
W= 12 3f$„
'/2° thick
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Identifier
Test A e nev
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engi • ering, Inc.
ti�T t;O1.-
rlr/,
f FpZ
Test
Specifications
PA 112
PA 112
PA 112
Product
Description
Low profile, interlocking, high pressure
extruded concrete roof tile equipped with one
nail hole and double roll ribs. For direct deck
or battened nail -on, mortar or adhesive set
applications.
Low profile, interlocking, high pressure
extruded concrete roof tile equipped with one
nail hole and double roll ribs. For direct deck
or battened nail -on, 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 Namc!Report Date
2/ 7
7161 -03 Static Uplift Testing Dec. 1991
Appendix II1 PA 102 & PA 102(A)
7161 -03 Wind Tunnel Testing Dec. 1991
Appendix II PA 108 (Nail -On)
P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails March, 1994
94 -44QB. • • • • •Static Uplift Testing
• •
• • ?)'A 101 (Adhesive Set) Ma 1994
• "Static Uplift Testing y
"9 • • • • • *PA 101 (Mortar Set)
NOA No.: 02- 1205.05
• • ... Expiration Date: 12/16/07
• • • Approval Date: 01102/03 • • • • • • :
5- 6 -03; 3 :59PM;MonlerLffetlle
Test AienY
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.
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 Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
P0631 -01
Letter Dated Aug. 1,
1994
224 -47099
25- 7094 -1
25- 7094 -7
25- 7094 -4
Project No. 307025
Test #MDC -760
25- 7183 -1
25- 7183 -2
25- 7214 -2
25- 7214 -6
MEDITERRANEAN (M) ;561 338 5391
Test Name/Report
Wind Tunnel Testing
PA 108 (Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
Physical Properties
PA 112
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction)O
Static Uplift Testing
PA 102
(4" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Wind Driven Rain
PA 100
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)
(1 Quik -Drive Screw, Battens)
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7183
25 -7094
528454 -2 -1
520109 -2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluati8nie4lc xlatiosit
•
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Aerodynamic Multipliers
• To,vo •I'.atty Adhesive Set System
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3/ 7
Date
July 1994
Aug. 1994
Sept. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
Sep. 1998
Dec. 1998
March 1999
March 1995
February 1996
April 1996
December
1996
April 1999
April 1999
NOA No.: 02-1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 3 of 7
5- 6 -03; 3. 59PM; Mon IerLlfet l Ie
MEDITERRANEAN (M) ;561 338 5391
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 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. applicable Roofing Applications
3.4 Minimum underlayment shall be in compliance with the app
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment undepiacatlont men l installed perpendicular
published literature. roof slope
unless stated otherwise by the underlayment
This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile 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
Tile Profile
Monier Lifetile Villa and Roll Tile
Monier Lifetile Ca • ri Tile
Tile
Profile
Table 2: Aerod namic Multi • Hers - X. ft
k(ft)
Batten • • • lication
Monier Lifetiie Villa, Roll and Ca ri Tile
0.267
A. (ft )
Direct Deck A. • lication
0.289
7":12" or
reater
Tile
Profile
3 ":12"
Monier Lifetile
Villa, Roll, and
Ca • ri Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
•• ••• • • • • • ••
•• • •
• •
•
•• ••• •• • • • ••
• •
• • • •
• S • •
•
• • •
•• •
• •••
• •
••• •
•
• ••
• •
••• •••
• •
• •
• • •
• • ••
• •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
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NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 4 of 9
5- 6 -03; 3 : 59PM;Mon I Ie
•
MEDITERRANEAN (Iv1) ;561 338 5391
Table 4: Attachment Resistance Expressed as a Moment - M1 (ft -lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Monier Lifetile
Villa, Roll, and
Capri Tile
2 -10d Ring Shank Nails
27.8
37.4
28.8
1 -10d Smooth or Screw
Shank Nail
8.8
11.8
4.1
2 -10d Smooth or Screw
Shank Nails
1 #8 Screw
16.4
21.9
25.8
25.8
7.1
22.9
2 #8 Screw
47.1
47.1
49.1
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
24.2
22.1
2 -10d Smooth or Screw
Shank Nails (Field Clip)
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
35.5
35.5
34.8
31.9
31.9
32.2
2 -10d Ring Shank Nails'
43.0
67.5
50.9
1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Monier Lifetile Villa, Roll, and
Capri Tile
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Adhesive
Minimum Attachment
Resistance
26.14
Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Monier Lifetile Villa, Roll,
and Capri Tile
4 Large paddy placement of 54grams of PolyProTM'.
5 Medium paddy placement of 24grams of PolyProTM'.
Tile Application
Polyfoam PolyProTh
Polyfoam PolyProTM
•• ••• • • • • • ••
•
• • •
• •
•
•• ••• •• • • • ••
• •
• •
• • • •
• • • •
•
• • •
•• •
• ••• •••
• •
• •
••• •
• • •
• •• • •
• • •
••• • • • • •••
• • • • • •
• • • ••• •
• • • • • • •
• •• •• • • •
•••
•
•
• •
• •
• •
• • •
•• ••
•
• •
Minimum Attachment
Resistance
86.614
45.5
NOA No.: 02- 1205.05
Expiration Date: 12116/07
Approval Date: 01/02/03
Page 5 of 7
5- 6 -03; 3 : 59PM;Mon I ifet l Ie
MEDITERRANEAN (M) ;561 338 5391
lb
Table 5B: Attachment Resistance Expressea as a moment - M{tft- f}
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Monier Lifetile Villa, Roll, and
Capri Tile
Mortar Set'
20.60
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 ".
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.
PROFILE DRAWINGS
MONIER LIFETILE VILLA CONCRETE ROOF TILE
•• ••• • • • • • ••
•
• • •
• •• • • • • ••• •
• • • • • • • • •
•• ••• •• • • • ••
NOA No. 02- 1205.05
Expiration Date: 12/16/07
• • • ••• ••• ••• roval Date: 01/02/03
• • • • • • • • APP
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5- 6=08;, 3: 59PM; MonierL Neti' Ia
MEDITERRANEAN (M) ;561 338 5391
MONIER LIFETILE ROLL CONCRETE ROOF TILE
MONIER LIFETILE CAPRI CONCRETE ROOF TILE
•• ••• • • • • • ••
•
•
'Mt PF 4 EN ANCE
• • •• ■•• ••• •••
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000 • • • ••• • •
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NUA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
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