RF-16-305 y
eei
-NQS
Miami Shores Village " zPem?#t hype'hoof
10050 N.E.2nd Avenue
�
UOrk S.t�ltiOt7:Repair Roof
' Miami Shores,FL 3313&0000
y m Permit Status.A'I?Pk'VE
x 0� Phone: (305)795-2204 ..
tORiD�'
lu tom,•21'I6016 Expiration: 08/14/2016
Project Address Parcel Number Applicant
9540 BISCAYNE Boulevard 1132060142850
WILLIE TAYLOR
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
WILLIE TAYLOR 9540 BISCAYNE BLVD (305)758-6878
MIAMI SHORES FL 33138-2537
Contractor(s) Phone Cell Phone Valuation: $ 1,200.00
HORACIO UNZUETA 305-264-5444
Total Sq Feet: 112
Type of Work:Repair Available Inspections:
Additional Info: Inspection Type:
Classification:Residential
Scanning:3 Roof Repair
Final Roof
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
DBPR Fee Invoice# RF-2-16-58556
$2.00 02/03/2016 Cash $50.00 $66.20
DCA Fee $2.00
Education Surcharge $0.40 02/16/2016 Credit Card $66.20 $0.00
Permit Fee-Repairs $100.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $116.20
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 AFFIDAVI/� � Iify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction a''ndnnzo. n� Fu ermore,I authorize the above-named contractor to do the work stated.
VLO February 16,2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
February 16, 2016 1
Miami Shores Village
Building Department FEB s 2016
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201q5-k
BUILDING Master Permit No. 2 i(
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ���� a® .CCA-r1�C ®9oL4F of 14 A-mP//'��'�
Com: Miami Shores County: Miami Dade Zip: 3
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): L4J")I..L le -T� Phone#:.?'—/ EQ. 41Y-7.7
Address: � ® 03 o _C G����
City: ! &ei i C 06�2 State: L Zip: 1I3 13gS
Tenant/Lessee Name: Phone#: 7 9b - J 1 [ j l rl
Email:
CONTRACTOR:Company Name: #0 0 _ UA12-.1le Phone#: ? 2.3
Address: /�4 ZZ .T f,- 91 '1- L
City: 192 i 0!2 + 1 State: Zip 3 3 1 Y Y
Qualifier Name: #0 R,*4 -C;0 A • (� 10/�,tJ�' Phone#: �� �g�° ?0 22
State Certification or Registration#: e6LC 0 U 160�? 45" Certificate of Competency#:
DESIGNER:Architect/Engineer:
Address:` Y"'°°
City.'6{: State: Zip:
Value of Work rio Mis Permit:
y l (j® Sq rte/Unear_Footage-of Work: 1�
Type of W 'r1s:7 ❑ ,,Addition ❑ Alteration New o . . ~Repair/,Replace ❑ Demolition
P a- ',(?_
fi► le �U1C,f
Specify color of color thru the _R, u !
Submittal Fee$ Permit Fee$ CCF$ ( �� CO/CC$
Scanning Fee$ Radon Fee$ D�BjPR$ Notary$
Technology Fee.$ 6 Training/Education Fee$ l Double Fee$
Structural Reviews$ Bond$ 0
TOTAL FEE NOW DUE$ 'ZO
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
0
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. 0*
"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 propLyrty 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.
Si nature '� Signature
C � II
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
3 day of re-JrL4avcZ ,20 Z , by day of Tc16-aeOsrrK ,20 ,[/ .by
who is personally known to 1-kin,"41 who is personally known to
me or who has prod u � �a me or Who has produced 4, 1 ", as
°o' �,. ALEJA DRA BRITO
identification and wh Edi't ty P -Stab of identification an who di t j •�c th � pRB BRITO
i�. �d►a ExWteit Jun otary Pow-Wo of Nor
NOTARY PUBLIC: .••' slon i y NOTARY P LI N
`f My Comm.bpka Jon 10,2 L
ConWISSI l/FF 101837
Sign: Sign:
r /J
s
Print: ( ( '� �� " Print:
Seal: Seal;
APPROVED BY 1p-/ Ovj 6 Qo Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System
dP 42
Roof System Manufacturer: .�
Product Approval Number:
Minimum Design Wind Pressures,if Applicable(From RAS 127 or Calculations):
Pi: — } r P2: P3•
Maximum Design Pressure ]-(0. 4_�* -/ ✓/ /
Product Approval Specific System: 5C
Method of rile Attachment.-7e,4
Steep Sloped System Description
Deck Type: I
Roof Slope: Type Underlayment:
12
Insulation
Fire Barrier:
Fastener Type&Spacing:
Ridge Ventilation?
i
Adhesive Type:
Type Cap Sheet:
Roof Covering:
Mean Roof Height:
Type&Size Drips
Edge:
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
' Section E (Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values
for Mr with the values from Mf.If the Mr 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 Based Tile Calculations Per RAS 127" / s
(P,:39.1 xx-d.2W= �- -Mg: �o B Mn Product Approval Mt Lip
V1 (P2:-bB•l x X.=1. Of 1!�-M9:-ke-�Ml 7.0D Product Approval Mt ,r'
(P,:.[0&d� x X-0.2tJS� M • M Product Approval M J
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(M)From Table Below Product Approval Mt
M Re uired Moment Resistance*
Mean Roof Height--►
Roof Slope 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 32.8 34.9
6:12 26.4 28.0 29.4 30.5 32.4
7:12 24.4 25.9 27.1 28.2 30.0
*Must be used in conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3.Compare 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 the attachment method is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 127"
(P,:_x 1: = x w:=_ )-W: x cos 0: - =Fr,_ Product Approval P
(PZ:_x 1• = x w:=_ )-W: x cos 0: - =Fn_ Product Approval F
(P,:_x 1: = x w:= )-W: x cos& - =Fr,_ Product Approval F'
Where to Obtain Information
Description 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 9 Job Site
Aerodynamic Multiplier x Product Approval
Restoring Moment due to Gravity K Product Approval
Attachment Resistance M: Product Approval
Required Moment Resistance M, Calculated
Minimum Attachment Resistance F Product Approval
Required Uplift Resistance F, Calculated
Average Tile Weight W Product Approval
Tile Dimensions I I-length Product Approval
W-width
All calculations must be submitted to the Building Official at the time of permit application.
SECTION R4442.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope.As it pertains to this section,it is the responsibility of the roofing contractor to provide the
ownerwith the required roofing permit,and to explain to the owner the content of this 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 and the
contractor.The owner's initial in the adjacent box indicates that the item has been explained.
1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of
providihg 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.Renaiiing Wood Decks:When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system.)
G,/ 4' 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.This provides the option of maintaining
this appearance.
V t- 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 roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
W r 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 Sections R4402,R4403 and R4413.
W_� 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.
Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic
venting,venting shall not be required.
3 //f /
Owner's/Agent's Signature Date Contractor's Signature
j�� �� • r C u. y,.(-c
Property Address Permit Number
r 9
MIAM�DADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w,*Yw.miamidade.aov/buildinel
Entegra Roof Tile,Inc.
1289 NE 9th Ave.
Okeechobee,FL.34972
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 BNC-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. BNC
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: Bermuda Concrete Flat 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# 10-0518.01 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.11-0414.09
Expiration Date: 06/07/16
Mu�ttanAo�courtrr Approval Date:05/26/11
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
I. SCOPE
This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra
Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance,
designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the
locations where the pressure requirements, as determined by applicable Building Code, does not
exceed the design pressure values obtain by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Entegra Flat Tile 1= 16" TAS 112 Flat profile,interlocking,high pressure
w= 10" extruded concrete roof tile equipped with
two nail holes. For mechanical,mortar or
adhesive set applicati6ns.
Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use
w=varies at hips,rakes,ridges and valley
varying thickness terminations. Manufactured for each file
profile.
2.1 MANUFACTURING LOCATION
2.1.1. Okeechobee,FL.
2.2 EVIDENCE SUBMITTED
Test Aaeney Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA IO2&PA 102(A)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. PA 101 (Mortar Set)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. PA 101 (Adhesive Set)
The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4"Headlap,Nails,Direct Deck,New
Construction)
NOA No.11-0414.09
M WDADE COUNTY Expiration Date: 06/07/16
► ► Approval Date:05/26/11
Page 2 of 6
The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994
Engineering, Inc. PA 102
(4"Headlap,Nails,Battens)
The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4"Headlap,Nails,Direct Deck,
Recover/Reroof)
The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Battens)
The Center for Applied 25-7214-1 Static Uplift Testing March, 1995
Engineering,Inc, PA 102
(1 Quik-Drive Screw,Direct Deck)
The Center for Applied 25-7214-5 Static Uplift Testing March, 1995
Engineering, Inc. PA 102
(1 Quik-Drive Screw,Battens)
Redland Technologies 7I61-03 Wind Tunnel Testing Dec. 1991
Appendix ii PA 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 PA 108 (Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 PA 100
Atlanta Testing& R1.894 Physical Properties Aug. 1994
Engineering,Inc. R2.894 PA 112
83.894
Professional Service 395-40011-1 Physical Properties Feb 2004
Industries,Inc. PA 112
Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998
Testing Service 520111-4 PA 101
Celotex Corporation 520191-1 Static Uplift Testing March 1999
Testing Service . PA 101
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004
Walker Engineering,Inc. Evaluation Calculations 25-7094 Feb 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December
25-7804b-8 1996
25-7804-4& 5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculations Restoring Moment,M. March 2004
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
Nutting Engineers 13343.1 TAS 112 05/06/08
NOA No.11-0414.09
Expiration Date: 06/07/16
Mtntw�couivrtr Approval Date: 05/26/11
Page 3 of 6
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS
106 may required,refer to applicable building code.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to
the Building and Neighborhood Compliance Department—Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict compliance
with Miami Dade County Roofing Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations.
Table 1: Average Weight(W) and Dimensions (1 x w)
Tile Profile Weight-W(lb"-- F Length-I (ft) Width-w(ft)
Entegra Flat Tile 9.7 1 1.33 .833
Table 2: Aerodynamic Multipliers- ft
Tile X(fe) X(fe)
Profile Batten Application Direct Deck Application
Entegra Flat Tile 0.189 .0.205
Table 3: Restoring Moments due to Gravi - M ft-Ib
Tile 3":12" 4":12" S":12" 611:12" Greater than
Profile 7":12"
Entegra Flat Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Tile Deck Deck Deck Deck Deck
6.53 6.97 6.43 6.86 1 6.29 6.71 1 6.14 6.54 5.97 6.36
NOA No.11-0414.09
Expiration Date: 06/07/16
APPROVED
TY Approval Date:05/26/11
Page 4 of 6
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 16132" plywood) (min. 19132" plywood)
Entegra 2-10d Ring Shank Nails 30.9 38.1 17.2
Flat Tile 1-10d Smooth or Screw 7.3 9.8 4.9
Shank Nail
2-10d Smooth or Screw 14,0 18.8 7.4'
Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#8 Screw 51.7 51.7 24.4
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nails Eave Clip)
2-10d Rin2 Shank Nails 50.3 65.5 48.3
1 Instaliation with a 4"the headlap and fasterners are located a min.of 2Y2u from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set S stems
Tile Tile Application Minimum Attachment Resistance
Profile
Entegra Flat Tile Adhesive 31.3
2 See manufactures component apDroval for installation requirements.
3 Flexible Products Company TlleBond Average weight per patty 13.9 grams.
Polyfoarn Product, Inc.Average weight per patty S grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single PSq Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Entegra Fiat Pol ProTm 118.94
Tile PolyProTm 40.4
4 Lar a paddy placement of 45 arams of Po! ProT"'.
5 Medium paddy placement of 24 grams of Pol ProT'".
NOA No. 11-0414.09
Expiration Date: 06/07/16
MIAMf•DADEzourmr Approval Date: 05/26/11
Page 5 of 6
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo(See
Detail Below),or following statement: "Miami-Dade County Product Control Approved".
ENTEGRA FLAT TILE LABEL(LOCATED ON 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.
PROFILE DRAWING
ENTEGRA"FLAT" CONCRETE ROOF TILE
10'
FIELD TILE
16"
xx
10`
THICK BUTT TILE
END OF THIS ACCEPTANCE
NOA No.11-0414.09
Expiration Date: 06/07/16
Mvu��•aaa�cou►�etY Approval Date:05/26/11
Page 6 of b
Miami 2
� M�'�` i iamiholes Village
Building Department
10050 N.E.2nd Avenue
� R Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 750-8972
OWNERS'S FFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION H RRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSU4NT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Departrnen� Da e,
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Nage; \.rc( e /i �;- _ 10 r— _
Property Address., C1' - 9,/ e
Roofing Permit Number:
Dear Building Qffjcial.
l � 4 certify that I am not required to retrofit the roof to wall connections of my
building because:
i
o The just valuation for the structure for purpose of!ad valorem taxation is less than$300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with I he provisions of the Florida Building Code(FRC)or with the provisions
Of 1994.edition of the opth Florida Building1994 SFB
Code(� C)
Signature Print Name
State of Florida i
County of Dade
The undersigned,.being the first duty sworn,deposee and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this /. , day
ot—
AUJMW WTO
Noary PWft•Stmt o1 FWda
Notary Public, Sate of Florida at La a a my Comm.Eloss Jun 10,2018
"''•;.�;,5.,.••' ommlaSlan s FF 101637
o when the.Ju6i valua5ot7 of the struoture for rpose of ad va tt is squidtot v ih n b. A. .a din w no ca d w4h FBC nor a 1994