RF-09-603Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: May 01, 2009
Inspector: Rodriguez, Jorge
Owner: BAEDITA, SHEILA & PETER
Job Address: 318 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: DENNIS ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060135160
Building Department Comments
May 01, 2009
Page 1 of 1
Passed 1-11/!
Inspector Comments
/
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
May 01, 2009
Page 1 of 1
03/27/2009 15:42 3052586410
DENNIS ROOFING PAGE 02
Miami Shores Village
Building Department
7.0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING �gCgIIW�
PERMIT AkPLICATIO APR 1 3 2009
FBC 2004
g;_•_ � eeeve_e_.�e
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's Address_ /PE i 0.D s4
City
a ! es,state
Tenant/Lessee Name ��R° Phone #
Job Address (where the work is being done) le?
Permit Nu. M " .
Master Permit No.
Phone # 7- (5,a' 7
City Miami Shores v iiaee County Miami -Dade Zip ' i3
FOLIO / PARCEL #
Is Building listoricallry Designated YES NO
Contractor's Company Name 1.71'94--J 'si S y�r
Contractvr's Address
Phone It �
City a State f
Zips
Qualifier Name _ - -� ��, r �, f `� Phone #�
State Certificate or Registration No. e4 ! 91
Architect/Engineer's Name (if applicable)
Value or Work For this Permit $
CerWiicate of Competency No.
Type of Work: DAddition DAlteration
hone #
Square / Linear Footage Of Work: 7S s- (--7L
eplace 0 Demolition
9, p ( •
fA��+ * * ** . * * *�x * * * ** n * * * *w� *s* r��e ** *e *e� * * *Fpesa� * *�xa. *+� *gym * * ** .xee�.i * w 1 i j .. ,x*
u nuttal Fee $ 'CO Permit Fee $ /00 CCF $ 1M)
Notary $ _ Training/Education Fee $ 't ' L() , Technology Fee $ . 0
Scanning Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ hi'
See Reverse side -,
C OICC-
03/27/2009 15:42 3052586410
Bonding Company's Narne (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address _..-- - -•_ -_ . .
y
State
DENNIS ROOFING PAGE 03
_ Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior 10 the issuance of a permit atnd that all wort, will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 1 understand that a separate permit must be Secured for IiLLC rRIC'A1. WORK. PLUMBING. SIGNS.
WELLS. POOLS. FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNF;R'S AFFIDAVIT: 1' certify that all the foregoing information is accurate and that ail work will he done in compliance with all
applicable laws regulating construction and zoning.
"WARNING '1'O OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTENi) TO OBTAIN FINANCING,
('x)NSlli,'!' WiT!I YOUR LENDER OR r%N ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Appliccntt. As a condition to the issuance of a huilding permit with an c'stinruted value exceeding, $2500. the applicant roust
promise in stood faith that ca copy of the notice of commencement rant! <wnstructivn lien law hror•hure will he delivered r(r the person
whose property is subject to attachment Also, a r•ertt fret! c'oltr of the r'rr•r)rded notice of Cnnlnrrn.centent must be posted at the job site
for the first t/t.cprrrtir)r( which or•CItrs .cr-ven (7) day.t• Orr the I, jin)t permit is issued pi the oh; r, of s/cch posted notice, the
i,rspcea[ion wilt rats r - . . ved and a r .s motion fr:•rr will he rhurgea.
Owner or Agent
The: (ttregtoint: instrument was ac owlcdged before ante this ✓ ,.
z of .
clay' , 2( > 0,6
/la/fa-4
who is crsc•rnally known to in or who has produced„.
_, . As identification and who did cake an oath.
NOTARY I'LJI3LIC: AR%'i MICHELLE E, ORBAN
As" Commissjon DD 733579
ires December9, 2011
Sign: E>i 1euTmyFaS,r oe 7
018 �/
Print; Wia-t ;Ale
My Commission Expires:
Signal
C'ontr'actor
The 1'oresoi11g indrument toils acknowled ;cd before me this .
do of _ eiidnewies.„
whc, :, ! rsonally knower ict me or who has produced .. --
idcntili
NOTARY PUBLIC.:
Sign:
Print:,, i ma- :..!
My C'.onunission Expires:
MICHELLE E. ORGAN
Commission DO 733579
December 9, 2011
T FEnhiswanm804385.7018
* *x:*** *rf: *>k* ******** *'s * * * * *vc*** *** * * * * ** **** ** * ** ::kd;%d+'#eN• g ** *u:>;c,k*** *:t:*** *4,4 re:1,*** ** * * ***** * ** ** kizolo iifgo.,,r:0:* #*
APPLICATION APPROVED BY' --
(Rcvise(1 u7tr 01(17 )
-• - -..., Plans Examiner
...... -- .... —_ Engineer
- -.... Zoning
03/27/2009 15:42 3052586410
DENNIS ROOFING
PAGE 05
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
• PURSUANT TO SECTION 553.844 F,S.
jDaft]
To: Miami -Dade County Building Department
11805 Coral Way, Suite 111
Marti, FL 33175
Re: Owner's Name U1%� -��
Property .Address ,?/".
Roofing Permit Number
Dear Building Official:
I [ Property Owner ] certify that I am not required to retrofit the roof to wall connections of• my
building because:
6
The just valuation for the structure for purposes of ad valorem taxation in Less than $300;000.00•
0 The building was (constructed in compliance with the provisions of the Florida Building Code
(FRC) or with the; provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).
Print Name
-ea i779 -
STATE OF FLORIDA COUNTY OF ? AMI DADS •
Sworn to and subscribed before me this ��
s>;
day of 20
(SE
Penonally
or Produced I
1.4.} ,.
CHELLE E. CR ®AN
Comrraiori DD 733079
Bfires Ducer�ber 9 2011
OTryN 800'38 5-7018
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,040.00, and the building was not constructed in compliance with the MC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
• ostaawniu 4444..1 raw, .;
Section 'A
MIAMI -DADE) 1
COUNTY
"Deliver=ing Excellence Every Day"
Master Permit No: I__
Contractor's Name:
Job Address: I
••••
• •
• • ••••
• • •
Miami -Dade County Building Department Electforfic ApptiVation
High Velocity Hurricane Zone Roofing Permit App3icatior orm •
Section A (General Information)
Process No:
1S
i
100- s--J
❑ Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
Roof Category
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Other:
❑ New Roof ❑ Re- Roofing
Roof Type
❑ Recovering
Repair ❑ Maint
Are there Gas Vent Stacks located on the roof? ❑ Yes .4 No If yes, what
Low slope roof area (ft.2)
Roof System Information
Steep Sloped area (ft.2)
Section B (Roof Plan)
••••
• •
••
•• ••
•
•
•
•
17.i.3741)
•
•
Mortar /Adhesive Set Tile
Total (ft.2)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'):
APPROVED
ZONING DEPT
BLDG DEPT
S
SUBJECT TO CO LIANCE WITH ALL ',;'EDERAL
STATE AND COUN RULES AND REG LATIONS
03/27/2009 15:42 3052586410
Owner`3 Notification Form
1 M 1 -DAD
coptcry
DENNIS ROOFING PAGE 04
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"4l:+fiverins; kwee•llet,ce• & ty 49ay" • • •
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTWICATION FOR ROOFIT4 "CONS] Q g TIONS
.••• •
•
• •
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to bye the t iij4 witl7r •
required roofing permit, and to explain to the owner the content of this section.. The piiigns of Chapter 15 of •'
the Florida Building Code, Building govern the minimum requirements and standards of the indus'ttMr roc?Fms••
system installations. Additionally, the following items should be addressed as part of t.ag,eemep tbetween iae••:
owner and the contractor. The owner's initial in the adjacent box indicates that the item has been 2gIa.ried-
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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 1b (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. Podding 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 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:
Owner's /Agent's Signature:
Contractor's Signature: 4
Property Address: 34, )ve /®z. s
/lot; 5,oiers 33/3cr
ftle:/ / /CVDocument5 %20and%20Sottings/ sky / Desktop /SECTION_1524[1l.htm4 /27(2007 5:46:06 AM
Tile Roof System
MIAMI•DIADE) )
COUNTY
"Delivering Excellence Every Day"
Roof System Manufacturer:
••
••••
• •
••••
Miami -Dade County Building Department Electronic•Applicatior•••
Section D Sloped System Description ••••
Tile Roof System
Notice of Acceptance Number (NOA):
Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations):
P1:
P 2:
P 3:
••••
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• •
•• ••
• • •
• •
• •
• •
•• •
•
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•
• •
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•
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• • •
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Maximum Design Wind Pressures, (From the NOA Specific system):
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Roof Slope:
0/12"
Roof Mean Height: ft.
Method of Tile Attachment:
-- Select Tile Attachment —
Alternate Method of Tile Attachment per NOA:
Drip Edge Size & Gauge: ( -- Select Metal Gauge --
3d
Drip Edge Material Type:
✓
Drip Edge Fastener Type:
— Select Metal Type --
Hook Strip /Cleat gauge or weight:
-- Select Hook Strip —
Deck Type:
— Select Deck Type —
Optional Insulation:
•
••
• •
• •
• •
•
••
•
Optional Nailable Substrate:
Optional Nailable Substrate Attachment:
Basesheet Type:
Fastener Type for Basesheet Attachment:
Tile Underiayme t (Cap Sheet) Type:
Tile Underia ent Attachment Method:
P` ate
Tile Profile:
t
f
(',
•
Design Pressure
Mean Roof Height
Section E 2
MIAM MADE)
COUNTY
"Delivering Excellence Every Day"
• •
Miami Dade County g
Buildin Department Electronic Apptgattpn • • •
High Velocity Hurricane Zone Roofing Permit Applicatipp.l:;pgn •.: •
•
Section E (Tile Calculations)
.'
•
• •
• 0000 • • • • •
0000 •
0• ••
Method 1 "Moment Based Tile Calculations Per RAS 12r: •
• •
• • • •
•• ••
•
• • ••••
• • '••••'
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf' I jtte 1pif values arp•
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. %L.'
P
2:
P3:
- Mg: = Mr1:
1Ag: = Mr2:
Mg:
= Mr3:
Method 3 "Uplift Based Tile Calculations Per RAS 127"
NOA Mf
NOA Mf
NOA Mf
• •
•
••
• •
• •
For Uplift based tile systems use Mel 3. Compare the values for F' with the values for Fr. If the F. values are =- ter than or equal to the Fr values, for
each area of the roof, then the tile attachm - =. _method is acceptable.
P1:
P2:
P3:
xl:
xl:
x1;
Where t in Information to complete tale calculation
NOA F'
NOA
Description
Roof Slope
Symbol
P1 or P2 or P3
H
e
Where to Find
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Job Site
Job Site
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
x
Mg
Mf
Mr
Product Approval (NOA)
Product Approval (NOA)
Product Approval (NOA)
Calculated
Minimum Attachment Resistance F'
Product Approval (NOA)
Required Uplift Resistance
Average Tile weight
Fr
Calculated
w
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product Approval (NOA)
MIAMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
200 Story Road
Lake Wales, FL 33898
. .
•
0000
.. • • ....
•
MIA1 MJDADE COUNTYpFLORIDA
.•
•
•
METROAADE FLAGI• 1 LIVILDIN@ •
140 WEST FLA4+ie1Z STREBT, SUITE 1603 • ; • • .
i fiI FLORuYA 331:30- 1565 • • • •
(305) 315 4129C ! FAX (905•375 -2908
• • •
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.. •
•
.00001
0000 • •
•
•
- -0000
•
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.00
•
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: Spanish `S' Concrete Roof Tile
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 manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA #02- 1205.07 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 07- 1023.09
Expiration Date: 01/02/13
Approval Date: 12/27/07
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
1. SCOPE
Roofing
High Profile Roofing Tiles
Concrete • • • •
•
• • ••••
•. • • • •
This renews a system using Monier Lifetile Spanish `S' Concrete Roof Tile, as manufactured by
ed
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.
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• •• • ••••
•
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•
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Test
Dimensions Specifications
Monier Lifetile 1 = 18" TAS 112
Spanish 'S' Tile w = 10 -1/2"
min. 3/4" thick
Trim Pieces
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
TAS 112
Test Identifier
7161 -03
Appendix III
7161 -03
Appendix II
P0647 -01
P0402
94-084
94 -083
25 -7183-4
Product
Description
High profile, interlocking, one-piece, 'S'
shaped, high- pressure extruded concrete roof
tile equipped with two nail holes. For direct
deck nail -on, mortar set 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)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 102 (2 Quik -Drive Screws,
Direct Deck)
Date
Dec. 1991
Dec. 1991
Aug. 1994
Sept. 1993
May 1994
April 1994
Feb. 1995
NOA No.: 07. 1023.09
Expiration Date: 01/02/13
Approval Date: 12/27/07
Page 2 of 6
Test Agency
The Center for Applied
Engineering, Inc.
Redland Technologies
The Center for Applied
Engineering, Inc.
Nutting Engineering
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier,
25- 7214 -3
Letter Dated Aug. 1, 1994
Project No. 307025
Test #MDC -78
13343.1
520111 -3
520191 -2 -1
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Walker Engineering, Inc. Calculations
• •
• • •
•• •
Test Name/Report
•
• •
Static Uplift Testing....
esting
PA 102 (1 Quik -Drive Screw. •
Direct Deck)
Wind Tunnel Testing
PA 108 (Nail -On):
Wind Driven Rain
PA100
Physical Properties
TAS 112
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7094
25 -7496
25 -7584
25- 7804b -8
25-7804-4 & 5
25- 7848 -6
25 -7183
Restoring Moment Due to
Gravity
Two Patty Adhesive Set System
•
•
•
•
•
•.••
• •
••••
••••
•
Date
Mai �h, 1995
•
••
• • ••
•
A;g 4!994
••••
Ott.Z994
••••
June 2007
Dec. 1998
March 1999
Oct 2007
February 1996
April 1996
December
1996
March 1995
August 2007
April 1999
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.
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.
4. INSTALLATION
4.1 Monier Lifetile Spanish `S' 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
NOA No.: 07- 1023.09
Expiration Date: 01/02/13
Approval Date: 12/27/07
Page 3 of 6
•••• •
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•
•
Table 1: Average Weight (W) and Dimensions (I x w j • • • • • • • •
Tile Profile
Weight -W (Ibf)
Length -I (ft) ••
••
:•iftidth- e(fj):
•• • ••
Monier Lifetlle Spanish 'S' Tile
9.64
1.5 •
• . 0.865 •
•
••
•
Table 2: Aerod amic Multi • Ilers - X • •
ft-lb
Tile
Profile
A (ft
Direct Deck Application
• •
•
Monier Ufetile Spanish 'S' Tile
0.263
7 ":12" or
greater
Monier
Lifetile
Spanish
'S' Tile
• •
•
•
•
• •
• •
Table 3: Restorin • Moments due to Gravi - M
ft-lb
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Monier
Lifetile
Spanish
'S' Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
N/A
6.87
N/A
6.78
N/A
6.67
N/A
6.52
N/A
6.34
N/A
6.16
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Monier Lifetile Spanish 'S'
Tile
2 -10d Ring Shank Nails
28.6
41.2
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
1 . #8 Screw
20.7
20.7
2 . #8 Screws
43.2
43.2
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Spanish 'S' Tile
Adhesive
29.34
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Avers a weight per patty 8 grams.
NOA No.: 07- 1023.09
Expiration Date: 01/02/13
Approval Date: 12/27/07
Page 4 of 6
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•
Table 7: Attachment Resistance Expressed as a Moment - Mt(ftmIbt) • •
for Sin . le Pa Adhesive Set S stems • •••• •
Tile
Profile
Tile Application
MinhblikrAAttacamgnt
lesfstance •• ••
• •6954
Monier Lifetile Spanish 'S'
Tile
Polyfoam PolyProTM
Polyfoam PolyProTM
e 183" • • • • • •
3 Large paddy placement of 63grams of Poi yProTM. • • •
4 Medium . ad • • Iacement of 2 - , rams of Pol Pro"". • • •
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
A • • lication
Attachment
Resistance
Monier Lifetile Spanish 'S' Tile
Mortar Set
24.5
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
seen below, or following statement: "Miami -Dade County Product Control Approved ".
MONIERLIFETn,E LLC, SPANISH `S' TILE (BOOA 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.
NOA No.: 07- 1023.09
Expiration Date: 01/02/13
Approval Date: 12/27/07
Page 5 of 6
• •
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PROFILE DRAWINGS
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• ...
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MONIER LIFETILE SPANISH `S' CONCRETE RooF TILE
END OF THIS ACCEPTANCE
NOA No.: 07. 1023.09
Expiration Date: 01/02/13
Approval Date: 12/27/07
Page 6of6