RF-16-996 Miami Shores Village
Building p De artment
A
CEIVED
� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 PR 1 .3 2016
f/ Tel: (305)795-2204 Fax: (305)756-8972 BY:
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20m
BUILDING Master Permit No. CJS— k 6 — 99�0
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC [A ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
' 1 CONTRACTOR DRAWINGS
JOB ADDRESS: Q a N . c�C'd�bl�ot� Dr.
City: Miami Shores County: Miami Dade Zip:-J-J«�(
Folio/Parcel#: ,i " ?Jo��rJ— 00 l— 0501 p Is the Building Historically Designated:Yes NO X
Occupancy Type: Load: ,1 Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder):M0,fY, &r tTYxl 1 pYIP 141A.%A'j :
Address: CI( a E) N '�c�slnpr� 17r'_
City: M fimnn,SOpK)E.15 State: (7L Zip: 3,61161K
Tenant/Lessee Name: Phone#:
Email: `l
CONTRACTOR R:Company Name: 2mGnS uc .. LLO. Phone#: Q LF q41 -9 11
Address: IttLoolb --I�11t--_ I`Q "^l e_rr.. r
City:�qr. L_.( LU4e a_U_1 State: TL Zip: 3'J3n 5
Qualifier Name:^zap / �, \A Phone#:
State Certification or Registration#: J��C,f!?�aa�� Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: G City: Statue: Zip:
Value of Work for this Permit:$ I ,(, n a 00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New /�5q Repair/Replace F-1Demolition
Description of Work: ( e� ��l(—' n `hLt nnc
Specify color`off color thru tile:
Submittal Fee$�, Permit Fee$ f W •Cj�) CCF$ I ,,` CO/CC$
Scanning Fee$ Radon Fee$ 2- C� //11 cDBPR$ Z ' "V Notary$�
Technology Fee$ ! Training/Education Fee$ U ' eO Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 1. IG '20
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will n roved and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT NTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instru was acknowledged before me this
day of L 20 11A , by day of �/C 20by
who is personally known to f ho is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY P AM C: NOTARY PUB
Sign Sign:
Print: Pi
ERESA SPEZIALE '_• •��- Not
ubliC State of Florida
No
Seal: Notary Public-State of Florida Seal: No Comm. Expires Aug 1,2016
My Comm. Expires Aug 1,2016 ^ q
0
E 221?60 Commission#EE 221460
Commission #
****************************** ** * ***************************************************************
APPROVED BY Plans Examiner t Zoning
Structural Review Clerk
(Revised02/24/2014)
Permit NO. RF-4-16-996
�etjORE�S y,� Miami Shores Village Permit Type:Roof
m t
10050 N.E.2nd Avenue N Worm Classification: Repair Roof
Miami Shores,FL 33138-0000 Per i
Phone: (305)795-2204 Permit Status:APPROVED
FCOR(Qp`
Issue Date:4/20/2016 Expiration: 10/17/2016
Project Address Parcel Number Applicant
9125 N BAYSHORE Drive 1132050010590
Miami Shores, FL 33150- Block: Lot: MARK&DARLENE HUTCHINSO
Owner Information Address Phone Cell
MARK&DARLENE HUTCHINSON 9125 N BAYSHORE Drive (786)712-2347
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 1,500.00
BEST ROOFING SERVICES LLC (954)941-9111
Total Sq Feet: 200
Type of Work:Repair Available Inspections:
Additional Info:LEAK REPAIR ON THE ROOF Inspection Type:
Classification:Residential Roof Repair
Scanning:3 Final Roof
Review Roof
Fees Due ]AmnPay Date Pay Type Amt Paid Amt Due
CCF Invoice# RF-4-16-59403
DBPR Fee
DCA Fee 04/20/2016 Credit Card $ 116.20 $0.00
Education Surcharge Permit Fee-Repairs Scanning Fee Technology Fee Total:
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 tfiis mit I ssaRf-e pe onsi i i y work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELEC AL,PLUMBING,M HANICA , INDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFI AVI : I ify that I e foreg in inf rmation is accurate and that all work will be done in compliance with all applicable laws regulating
constructio oni g. hermor h r bo a-named contractor to do the work stated.
April 20, 2016
kALdkrdr-,ia-S4en-dt,rre-Owner / Applicant / Contractor / Agent Date
Building Department Copy
April 20, 2016 1
�,gH
�AIOP'
SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with
the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the
following items should be addressed as part of the agreement between the owner ant the contractor.The owner's
initial in the designated space indicates that the item has been explained.
2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4• Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking
can be viewed from below.The owner may wish to maintain the architectural appearance;therefore,
roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of
maintaining the appearance.
6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is
no overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow
scuppers in actorI quirements of Sections R4402, R4403 and R4413,
10
Ow Agent's Signa ure Date Co acto Sign re Date
00 a5 0 l?
CFN: 20160163375 BOOK 30003 PAGE 2181
DATE-03/17/2016 02:20:28 PM
HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY
NOTICE OF COMMENCEMENT
A RECORDED COPT MUST BE POSTED ON THE JOB SITE AT TuE OF RRST INSmTION
PERMIT NO. TAX FOLIO NO.11"128S—OCL-O 5A O
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that IrnlxovemWte will be made to certain real
property,and in accordance with Chapter 713,Florida Statutes,the following infomudlon
Is provided In this Notice of Commencement.
Ch a5 u. 81341100saer
above rved for use of escw h eros.
1.Legal description of property and street/address: {� r 3 1 3 8
2.Description of improvement: r S
3.Owner(s)name and address:bAD�
Interest in property. arm a�—
Name and address of fee simple titleholder:
4.Contractorh name,address and phone number;
de. l�3
5.Surely:(Payment bond required by owner from conbacto,if any)
Name,address and phone number.
Amount of bond$
S.Lender's name and address:
7.Persons wtthln the State Of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(txa)7.,Florida Statutes,
Name,address and phone number:
S.In addition to himself,Owners designates the following persons)to receive a Copy Of the LIerlorb Notice as provided in Section
713.13(%),Florida Statutes.
Name,address and phone number.
9.Expiration date of this Notice of Commencement:
(ft UPWOon Nus Is 1 YW eom urs der of moor ft unbn.dmnsx dsb r.peoram
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1.SECTION 719.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEmetlT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT
Signatur*)of or N r ec cer/Director/Partner/Managor
Prepared BY Prepared By
Print Name Print Name
TrOe/Offrce Tide/Office
STATE OF FLORIDA
COUNTY OF k1bg011v8ADE zh%j ak,
The foregoing wasbets me this-L _day of
Individually,or 0 ae for ••` r 'n,
THER EZIALE
Personally known,or O produced the following type of idwd a Pubilc- ate of Florida,
Signature of.Notary Public: °' Ez-'---Aug 1.2016
Print Name: �'•+ n/EE 221460
W
(SS
VERIFICATION PL 3UANT TO SECTION OLSM FLORIDA�w*rnee
Under penalties of perjury,I declare that I have read the foregoing and
thatJh ed in it are tru , knowledge and belief.
61ggnature(a) f )or s'c rectoNPartner/Manager who signed above:
BY By,
+ra_m r:
3/13/2016 Property Search Application-Miami-Dade County
FPROPERTY APPRAI ER
OFFICETHE
Summary Report
Generated On:3/15/2016
Property Information
Folio: 11-3205-001-0590
Property Address: 9125 N BAYSHORE DR
Miami Shores,FL 33138-3407
MARK HUTCHINSON
Owner DARLENE HUTCHINSON
Mailing Address 9125 N BAYSHORE DR
MIAMI, FL 33138 USA I�
Primary Zone 1700 SGL FAMILY-4001 SQFT&
Primary Land Use 0101 RESIDENTIAL-SINGLE •i
FAMILY: 1 UNIT
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1 '
Actual Area 3,862 Sq.Ft
Living Area 2,850 Sq.Ft
Adjusted Area 3,137 Sq.Ft Taxable Value Information
Lot Size 8,350 Sq.Ft 2015 2014 2013
Year Built 1966 County
Assessment Information Exemption Value $0 $50,000 $0
Year 2015 2014 2013 Taxable Value 1 $1,337,903 $706,009 $758,784
School Board
Land Value $985,153 $417,679 $417,679
Exemption Value $0 $25,000 $0
Building Value $338,781 $324,242 $326,898
Taxable Value $1,337,903 $731,009 $758,784
XF Value $13,969 $14,088 $14,207
City
Market Value $1,337,903 $756,009 $758,784 Exemption Value $0 $50,000 $0
Assessed Value $1,337,903 $756,009 $758.784 Taxable Value 1 $1,337,903 $706,009 $758,784
Benefits Information Regional
Benefit Type 2015 2014 2013 Exemption Value $0 $50,000 $0
Homestead Exemption $25,000 Taxable Value 1 $1,337,9031 $706,0091 $758,784
Second Homestead Exemption $25,000 Sales Information
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book-
Board,City,Regional). Sale Price Page Qualification Description
Short Legal Description 06/10/2015 $1,550,000 29706-1917 Financial inst or"In Lieu of Forclosure"
stated
WATERSEDGE PB 9-141 Financial inst or"In Lieu of Forclosure"
LOT C LESS W25FT&LESS S12.5FT 06/02/2014 $1,000,000 29210-0193
stated
LOT SIZE 50.000 X 167
OR 15973-3580 15991-2804 0693 1 04/01/2006 $2,070,000124849-1532 Sales which are qualified
COC 24849-1532 04 2006 1 06/01/1993 $340,000 15973-3580 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property
Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
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Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form
Section D lSteeD SloQed Roof Svstem)
Roof System Manufacturer: -s o
s
Notice of Acceptance Number: 12-0308.20
Minimum Design Wind Pressures,H Applicable(From RAS/127 or Calculations):
Maximum Design Pressure l
From the NOA Specific System):
Method of tile attachment: Rj A estye
SteeD Sinned Roof&stem Rescription
Deck Type:
ype Underlaymer�t:
Roof Slope: a
nsuladon:
:12 ire er:
0000
Ridge Vendladon? astener Type&Spacing: .. ..
Ad
hesive Type ;" •• i
090.0. .
0000
ype Cap Sheet: .. .. .
t oof Covering: •• •
Mean Roof Height: /0) E .
•••••• •
Type&Size Drip ••• •
0000..
dge: F �/ t •. ..
I
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form
Sectlon E (Tela Calculatlonsj
For Mement based tile systems,choose either Metbod 1 or Z.Compared the values
fer Mrwttb the values from Mt.If the Mt valetas are greater than or equal to the Mr
vales,for each area of the roof;then the t!k attachment method is aaxptabie.
M 1"Moment Based Tile Cakulat�ions per RAS 127'
��
NOA 1*
(P3: z AWIM Ta–lye:—}�.I,rt—_ NOA h*
Method 2"Simplified Tile Calculation Per Table Below"
Required Moment of Redotance(1111.)From Table Below 4 NOA M
Mr Required Moment Resistance•
Roof Slopo 15' 20' 23' jr 40'
4.12 30A 3" 3TJ
6:32 29A 34.0
29A 30J 32A
*Mut be used in coglencdon with a Hot of moment based the systems endorsed by the
Broward County Board of Rales and Appeals•
For Uplift based tale systems use Method 3.Compared the values for F'with the
values for F,.N the F'values are greater than or equal to the Fr values,for each
am-of the roof,then the tile attachment method is acceptable.
Method 3"Uplift Based TRe Caicaiations Per RAS 127'
NOA F'
(P::_z 1:____•—z w: �)–w:_z e..e: = Fe:_. NOA F'
[P3 .--z!:-- —z w:•_a–W:_zees B:_= Frs:____ NOA F'
. . Goes sees:*
Where to Obtain Information .. 000*
Where to find•••• 0.00 ••• ••
DaWpnPt m" or aP3 127T a lm en G •
7 •....•
MeinH Job Site • •
8 Job l& 00400
NOA G
Mt OA 0
MCkiculdw
•
• • • •
F� 0Gs4.o
A W 11 •G so:
N A
04 • .000 • 0
ws width '00' .
wastba submitted W atfbe of
MIAMI-9
MIAMI-DADE COUNTY
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRSPERA PRODUCT CONTROL SECTION
BOARD AND CODE ADMINISTRATION DIVISION ) 11805 SW 26 Street,Room 208
Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) T(786)315-2590 F(786)315-2599
vv�°ssmiamidade. av/perara
BoraI Roofing LLC.
7575 Irvine Center Drive,Suite 100
Irvine,CA.92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance,if it is determined by Miami-Dade County Product Control Section 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: Villa 900 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, Agriitla,and f014*)j*4* d by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displaW4 then it"ll be done•• •
in its entirety.
...... . . . .
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturef bf Its distnbutors and •
shall be available for inspection at the job site at the request of the Building Official. """
.. ..
00000
• •• ......
This revises NOA# 11-0713.02 and consists of pages 1 through 7. •••••• ••
The submitted documentation was reviewed by Alex Tigera. •
. . . . ......
t'L4R MADE COUNTY NOA No.: 12-0308.20
Expiration Date: 09/21/16
Approval Date:06/21/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales,
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
Manufactured by Test
Applicant Dimensions SpecificationsProduct
Description
Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile,interlocking,high pressure extruded
900 w= 13" concrete roof tile equipped with one nail hole and
'/2" thick double roll ribs. For direct deck or battened nail-
on,mortar or adhesive set applications.
Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at
w=varies hips,rakes,ridges and valley terminations.
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales,FL.
2.2 EVIDENCE SUBMITTED
Test Agency Test Identifier Test lame/Re ort
— Date
Nutting Engineers 13343.1
TAS 112 Apr. 2006
Redland Technologies 7161-03
Static Uplift Testing Dec. 1991
Appendix III TAS 102&TAS 102(A)
Redland Technologies 7161-03 Wind Tunnel Testin -:**•!1991
Appendix H TAS 108 (Nail-On 129 ••••••
Redland Technologies P0402 ••
:900 •
Withdrawal Resistance TestingUf$Cfew Se t. 1993 •
......
vs. smooth shank nai1S*.... .....
The Center for Applied 94-060B Static Uplift Testing•....' W•eh 1990••••
Engineering,Inc. ar
TAS 101 (Adhesive Set}:•• •• • : •••••
The Center for Applied 94-084 •• •• •• •• ••••••
Engineering,Inc. Static Uplift Testing•• May 1994 .'
TAS 101 (Mortar Set; '
Redland Technologies P0631-01 ••••••
Wind Tunnel Testing: .'. • Jud 1994 ••••
TAS 108(Mortar Set) •* •
MIAMI-DADE COUNTY NOA No.: 12-0308.20
Expiration Date:09/21/16
Approval Date: 06/21/12
Page 2 of 7
2.2 EVIDENCE SUBMITTED
Test Al!envy Test Identifier Test Name/geport
Date
Redland Technologies Letter Dated Aug. 1, 1994
Wind Tunnel Testing Aug. 1994
TAS 108 (Nail-On)
The Center for Applied Project No. 307025
Engineering,Inc. Wind Driven Rain Oct. 1994
Test#MDC-76 TAS 100
The Center for Applied 25-7183-1
Engineering,Inc. Static Uplift Testing Feb. 1995
TAS 102
(2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-2
Engineering,Inc. Static Uplift Testing TAS 102 Feb. 1995
(2 Quik-Drive Screws,Battens)
The Center for Applied 25-7214-2
Static Uplift Testing March 1995
Engineering,Inc.
25-7214-6 TAS 102
(I Quik-Drive Screw, Direct Deck)
Celotex Corporation 528454-2-1 (1 Quik-Drive Screw,Battens)
Testing ServicesStatic Uplift Testing Sep. 1998
520109-2 TAS 101 Dec. 1998
Walker Engineering,Inc. Evaluation Calculations 25-7183
March 1995
Walker Engineering,Inc.
Evaluation Calculations 25-7094
February 1996
Walker Engineering,Inc.
Evaluation Calculations 25-7496
Walker Engineering,Inc. Evaluation Calculations April 19
25-7584 19 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations
Aerodynamic Multipliers May 2006
Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999
Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity April 2006
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r+uar+i•naoe couNrr NOA No.: 12-0308.20
Expiration Date:09/21/16
Approval Date: 06/21/12
Page 3 of 7
3. UmTATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the 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.
4. INSTALLATION
4.1 Villa 900 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
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile Weight-W(lbf) I-
Len th ft
Length-1 ( ) Width-w (ft)
Villa 900 Concrete Tile 10.94 1.425
1.08
Table 2: Aerodynamic Multipliers -)L (fta)
Tile X (ft) s
Profile Batten A licationDirect Deck
(ft )
Villa 900 Concrete Tile k A lication
0.289 0.289
Table 3: Restoring Moments due to Gravity-M9(ft-lbf)
Tile 3":12" 4":12" 5 .12'
Profile 6":12" 7":1211 er.greater
00 ...
Villa 900 Battens Direct Battens Direct Battens Direct Battens DirectBatterSs° 'Direct '•
Concrete Tile Deck Deck Deck
D>s�k.. 0000 Dec 0000.
6.79 7.70 6.73 7.62 6.63 7.51 6.50
6. 6 7.21;0 ••;
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Nil SEEM,
MIAMFDADE COUNTYIllNOA No.: 12-0308.20
Expiration Date:09/21/16
Approval Date: 06/21/12
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment -Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck
Profile Direct Deck Battens
(min 15/32" plywood) (min. 19/32" plywood)
Villa 900 2-10d Ring Shank Nails 27 8
Concrete Tile 1-10d Smooth or Screw 37.4 28 8
8.8 11.8 4.1
Shank Nail
2-10d Smooth or Screw 16.4
Shank Nails 21 9 7.1
1 #8 Screw 25.8 25.8
2 #8 Screw 47.122'9
1-10d Smooth o 24.3
r Screw - 47'1 - -49:1-
Shank Nail Field Cli 24.3 24.2
1-10d Smooth or Screw 19.0 190
Shank Nail Eave Clip) . 22.1
2-10d Smooth or Screw 35.5 35.5
Shank Nails Field Cli 34.8
2-10d Smooth or Screw 31.9 31.9
Shank Nails Eave Clip) 32.2
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application
Profile Minimum Attachment
Villa 900 Concrete Tile Resistance
Adhesive 26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3M 2-Com onent Foam Roof Tile Adhesive AH-160.Avera a wei ht ner nnttv 8 rams.
Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application
Profile Minimum Attachment
Villa 900 Concrete Tile3M 2-Component Foam Roof Tile Adhesive AH-160 Resistance
3M 2-Component Foam Roof Tile Adhesive AH-160 86.69..•
3 Large add placement of 54 rams of Pol ProTM. 45.5••• ••••••
4 Medium addy placement of 24 rams of Pol Pro,"^. •• ••
Table 8: Attachment Resistance Expressed as a Moment -M ••••••
for Mortar Set Systems
Tile ...... ; .. ..
Profile Tile 'AtUchmenl
Villa 900 Co
Application 11es' tan e * ••
ncrete Tile Mortar Set •' •••
;.....
Seespecific mortar manufacturer's Notice of Acce tance 20.60 ...
Mu►r�aoane couNTM NOA No.: 12-0308.20
Expiration Date: 09/21/16
Approval Date:06/21/12
Page 5 of 7
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below,or following statement: "Miami-Dade County Product Control Approved".
LABEL FOR VILLA 900 CONCRETE TILE
_ (LOCATED ON THE UNDERSIDE OF TILE
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in
order to properly evaluate the installation of this system.
does
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�-MtU NOA No.: 12-0308.20
Expiration Date:09/21/16
Approval Date:06/21/12
Page 6 of 7
PROFILE DRAWING
Nail holes
11/2
Overlock
1710 21/ell
Underlack
t
13"
VILLA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE 0000
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M[AMi�e COUNTY NOA No.: 12-0308.20
/ 1 Expiration Date: 09/21/16
Approval Date:06/21/12
Page 7 of 7