RF-12-1092Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 174828
Permit Number: RF -6 -12 -1092
Scheduled Inspection Date: October 10, 2012
Inspector: Bruhn, Norman
Owner: BLANCO, FRANK
Job Address: 9535 BISCAYNE Boulevard
Miami Shores, FL 33138-
Project <NONE>
Contractor: MIAMI ROOFING SYSTEMS INC
Permit Type: Roof
Inspection Type: Final R ?of
Work Classification: Tile
Phone Number (786)251 -1500
Parcel Number 1132060143050
Building Department Comments
RE ROOF TILE
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
October 09, 2012
For Inspections please call: (305)762 -4949
Page 12 of 46
Lab Report No. 120744
FLORIDA TEC
Providing Solutions to the Roofing Industry
C.A. #: 26095
Lab Certificate: 09- 0715.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106
PROPERTY ADDRESS.: 9535 Biscayne Blvd. Miami PERMIT No: RF6 -12 -1092
ROOFING SQUARES: 39
ROOF PITCH :: 3:12
INSPECTOR INITIALS: AB
TEST DATE: 10/2/2012
OWNER: Frank Blanco
CONTRACTOR: Miami Roofing
TILE TYPE: Flat
ATTACHMENT:: Polyfoam
Testing Equipment: Digital Chatillon DFIS 200
Test Tabulation
Required Testing Force: 35 Ibs
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -9
Passed
40-49
Passed
10 -19
Passed
50 -59
Passed
20 -29
Passed
30 -39
Passed
THIS ROOF HAS: PASSED FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106.
Reviewed by:
Alberto Cardona, P.E. -Lic #17138
10735 SW 216t1 St.
Unit 416 Miami, FL 33170
Frond
www.floridatec.net
Tel: (305) 256 -4550
Fax (305) 256 -6833
Miami Shores Vivage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit # RF' CO— 1 a - i o c1 a DATE: "� lob 1)g-
INSPECTION AFFIDAVIT
1 ..-SQV I e 1, R ! 'AQ (-h a licensed as a (n)ontracW4 Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #:
On or about 7 blia )o, (tgiv , I did personally inspect the roof deck nailing and
(Date & time) (�
secondary water barrier work at ��5 �J«CCuyYI�
(Complete Job Site Address)
Based upon that examination I have determined the installatioi was done according to the Hurricane Mitigation Retrofit Manual
(Based on 553.844 F.S)
gnature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned.
Sworn and subscribed before - this nnci day of -3v11 ool a
1
Notary Public, Sate of Florida at Large
`General, Building, Residential, or Roofing Contractors or any indM
address # dearly shown marked on the deck for each inspection
Revised on 512112009
dude photographs of each plane of the roof with pennft # and
Miami Shores Village
Building Department
1@050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 9335 BISCAYNE BLVD
ECM E
SEP 2 0 ?C12
FBC 20
Permit No. RF -6 -12 -1092
Master Permit No.
ROOFING
City: Miami Shores . County: Miami Dade Zip:
Folio/Parcel #: 11- 3206 - 014 -3050
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): FRANK BLANCO
Address: 9335 BISCAYNE BLVD
Phone #: 786 521 -4443
City: MIAMI SHORES
Tenant/Lessee Name:
Email:
State: FL
Zip: 33138
Phone #:
CONTRACTOR: Company Name: MIAMI ROOFING SYSTEMS,INC
Address: 667 NW 101 ST
City: MIAMI
Qualifier Name: JAVIER R MARTINEZ
Phone #: 3057545554
State: FL
Zip: 33150
Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: 3057545554 Email Address: MIAMIROOFINGSYSTEMS @YAHOO.COM
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ v Square/Linear Footage of Work:
Type of Work: ❑Addition DAlteration ❑New
Description of Work: REVISED FRONT SECTION TO POLYG
ORepair/Replace
ODemolition
Color thru tile:
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** g********************************************
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ 41.00—
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) days after the building permit is issued. In the absence of such posted notice, the
inspection will t be approved a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing pstrument was cknowledged before me this
day of _, 20/2 -, by js/� Ql4h `v
T
ersonall
Signature
x Contractor
97'1 The foregoing instrument was acknowledged before me this
, day of —1 f 20 I -, by s7el‘4,"e 0 S2' 1f AV tilK,
o has produced
As identification and who did take an oath.
NOTARY PUBLIC:
iTiliiiiii • ills" • Ii!r /•rte
as produced
s identification and who did take an oath.
NOTARY PUBLIC:
My!om
n Ex s ire
* ***:xx: ******+x: **** ** * *** *******+x*********** ** x**************m **********x:********** : ****+x *x:********* ****** ***
APPROVED BY ' ?% V i R'1 Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
ROOF ASSLiMBUES AND ROOFTOP STRUCTURES
RECEIVE
SEP 2`701Z
Master Permit No
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform PernhItApplieatfot- -F .—
Y
DAIL
. _ :A:SCE 'si! FN ALL FEDERAL
Process No.
Contractor's Name iQn 00T VA Ck
Job Address "'i�35 t�1 C',C9nt= 6 \\A
❑ Low Slope
❑ Asphaltic
Shingles
❑ New Roof
❑ Mechanically Fastened Tile
❑ Metal PaneUShingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ MortarlAdhesi met Tile
❑ Wood Shingl /Shakes'
XReroofing ❑ Recovering ❑ Repair
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
3
Section B (Roof Plan)
Total (SF)
3945
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. A
1
Ian , IP
11411 41/01%
'IiibAhk
I no
10 �o
0
FLORIDA BUILDING CODE
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
15.36
Florida Building Code Edition 2010
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Eq34 i
Notice of Acceptance Number: la-0430.0V
Minimum Design Wind Pressures, if Applicable (From RAS 127 or
Calculations): a
P1: ler. • P2: a P3: — s-i.
[ieVentllation?
Steep Sloped Roof System Description
Deck Type:
Type Underlayment:
Insulation:
sIE
Lean Roof Height: t a'
Be) i9sY-iti
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type: I—
Type Cap Sheet:
ply 2� 1
Se_14 44041-ed
ty,.56a7uFij
Roof Covering: �.. 7; (
Type & Size
Drip Edge:
r3)13dh
2(o GA
2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High- Velocity Hurricane Zone Unlfomi 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 Mr. If the Mr values UM greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
OG Method 1 "Moment Based The Calcula ons Per RAS 127" ,,��/j�� Q
(Pt '•e Z '_• "t.Mg :'•G7 =Mrt`_• G5 Product Approval Mft.a /• a
(P2• -Sb• x ' 7 _/3• )-M$ `7 =MaC 3ss Product ApprovalMf5104 CI
(P3
'SIN° k •ei� _, • ) Mg: • o7 = Mr3 W 4J Product Approve) Mr,C• (J
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval M f
Mr required Moment Resistance*
Mean Roof Height ^>
Roof Slope 1,
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
20.4
28.0
29,4
30.5
32.4
7:12
24.4
26.9
27.1
28.2
30.0
"Must be used in conjunction with a list of moment based die 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 Pr. If the F' values are greater than or equal to the Err values,
for each area of the roof, than the tile attachment method is acceptable.
Method 3 "Uplift Based The Calculations Per RAS 127"
(Pt: x L = , x w: _ ) - W: , x cos 0 = Frl Product Approval F'
(P2 x L - x w: _ ) - W. x cos 8 = Pri Product Approval R'
(P3' x L , x w: = ) - W: x cos B = Prg Product Approval P'
2010 FLORIDA BUILDING CODE - BUILDING 15.37
Where to
Symbol
PI or P2 or P3
Obtain IntormaUlon
Where to find
RAS 127Table1orbyanengineering analysis prepared byPE based onASCB7
Descrlptio3
Design Pressure
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
d
Product Approval
Restoring Moment due to Oravity
M
Product Approval
Attachment Resistance
_
Mr
Product Approval
Required Moment Resistance
Mg
F'
Calculated
Product Approval
Minimum Attachment Resistance
Requited Uplift Resimance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
I.= length
W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
2010 FLORIDA BUILDING CODE - BUILDING 15.37
M IAMI.
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov /pera
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: Polyglass Polystick Underlayments
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 revises NOA # 11- 0601.10 and consists of pages 1 through 8
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category:
Sub - Category:
Material:
Roofing
Underlayment
SBS , APP Self- Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick MTS
underlayment
Manz facturing Location
#2
Polystick IR -Xe
underlayment
Manufacturing Location
#1 & #2
Polystick TU
underlayment
Manufacturing Location
#1 & #2
Polystick TU Plus
underlayment
(Surface Printing)
Manufacturing Location
#2
Polystick TU P
underlayment
Manufacturing Location
#2
Polystick Tile Pro
Manufacturing Location
#2
Polystick Dual Pro
Manufacturing Location
#2
MIAMI•DADE COUNTY
APPROVED
Dimensions
Roll:
65'8" x 3'3-3/8"
60 mils thick
Roll:
65' x 3'33/8"
Or 65' x 3'
60 mils thick
Roll:
32' 10" x 3'33/8"
100 mils thick
Roll:
65' x 3'33/8"
80 mils thick
Roll:
32' 10" x 3'33/8"
130 mils thick
Roll:
61' x 3'33/8"
60 mils thick
Roll:
61' x 3'33/8"
60 mils thick
Test Product
Specification Description
TAS 103 A homogeneous, rubberized asphalt
waterproofing membrane, glass fiber reinforced
with polyolefinic film on the upper surface for
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
A fine granular /sand top surface self - adhering,
APP polymer modified, fiberglass reinforced,
bituminous sheet material for use as an
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
A heavy granuled surface self adhering, APP
-- polymer modified, fiberglass or polyester
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
A rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
A rubberized asphalt waterproofing membrane,
glass -fiber /polyester reinforced, with a granular
surface designed for use as a tile roof
underlayment.
A rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
A rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Exterior Research & Design, LLC
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
MIAMI.DADE COUNTY
APPROVED
Test Identifier
11756.04.01 -1
11756.08.01 -1
02202.08.05
P5110.08.07
P10870.09.08 -R1
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.10.11
PRI01111
PUSA- 005 -02 -01
PUSA- 018 -02 -01
PUSA- 035 -02 -01
PUSA- 033 -02 -01
PUSA- 055 -02 -02
PUSA- 083 -02 -01
PUSA- 089 -02 -01
JX20H7A
RX14E8A
DX23D8B
DX23D8A
Test Name/Report
TAS 103
ASTM D 1970
TAS 103
TAS 103
TAS 103
TAS 103 /ASTM D4798 & G155
ASTM D1970
TAS 103
ASTM D 1623
TAS 103 /ASTM D4798 & G155
TAS 110 /ASTM D4798 & D1970
ASTM D 4977
ASTM D 4977
ASTM D 2523
TAS 103
ASTM D 1970
TAS 103
TAS 103
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
Date
04/27/01
08/14/01
08/29/05
08/29/07
12/04/08
04/13/09
07/01/10
03/02/11
04/26/11
09/01/11
10/19/11
04/08/02
01/31/02
07/14/03
09/29/06
01/12/06
12/10/07
06/30/08
07/06/09
04/01/08
11/09/09
02/18/10
02/18/10
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non - insulated
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self - adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-Y2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be
used in all the previous assemblies listed except metal roofing.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre- existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (days)
Polystick MTS
MTS
1R -Xe
TU
TU Plus
TU P
Tile Pro
Dual Pro
Winter Haven, FL.
180
180
180
180
180
180
180
Hazelton, PA.
N/A
30
30
180
N/A
N/A
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N -3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set
and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically
fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile
applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, TU
Plus, TU P, Tile Pro
Flat Tile
Prohibited without battens
5:12
No limitation
Profiled Tile
Prohibited without battens
Prohibited
No limitation
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
MIAMNDADE COUNTY
APPROVED
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
6�
Roofing Tiles
(6 Max Per Stack)
12
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro
may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU
Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If
Polystick MTS, IR Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval
provided that appropriate documentation is provided to detail compatibility of the products, wind uplift
resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below.
MIAMI•DADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
MIAMI.DADE COUNTY
APPROVED
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back - nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251
Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel
Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply
to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4 "/12 ", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric
Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of
repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over
the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The
repair should be installed in such a way so that water will run parallel to or over the top of all laps of the
patch.
10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894 -4563.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894 -4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 8 of 8
MIAM
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov /sera
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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle
Low Profile Concrete Tiles
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 revises NOA# 11- 0321.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, 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
Applicant
Bel Air Concrete Tile
Bel Air Double Eagle
Concrete Tile
Ponderosa Concrete Tile
Ponderosa Double Eagle
Concrete Tile
Golden Eagle Concrete
Tile
Trim Pieces
MIAMI•DADE COUNTY
APPROVED
Dimensions
L = 17"
W = 12'A"
Thickness ='/2"
L = 17"
W = 12 '/4"
Thickness = 1/2"
L= 17"
W = 12'A"
Thickness = %2"
L = 17"
W = 12'/4"
Thickness = %2"
L = 17"
W= 12'/4"
Thickness =
varies
w = varies
varying thickness
Test Product
Specifications Description
TAS 112 Flat profile concrete roof tile equipped with two
nail holes. For adhesive set, direct deck or
battened nail -on applications.
TAS 112
TAS 112
TAS 112
TAS 112
TAS 112
Flat profile concrete roof tile equipped with two
nail holes. For adhesive set, direct deck or
battened nail -on applications.
Flat profile concrete roof tile with slate finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile with shake finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile brushed finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Accessory trim, clay roof pieces for use at hips,
rakes, ridges and valley terminations.
Manufactured for each tile profile.
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 2 of 10
2.1 EVIDENCE SUBMITTED:
Test Agency,
PRI Asphalt Technologies
Redland Technologies
Redland Technologies
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.
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
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
MIAMI•DADE COUNTY
APPROVED
Test Identifier
ERPF- 001 -02 -01
7161 -03
Appendix III
7161 -03
Appendix III
7161 -03
Appendix II
P0402
Letter Dated Aug. 1,
1994
P09647 -01
94 -084
25- 7094 -(2, 5, & 8)
25- 7183 -(5 thru 6)
25- 7214 -(1, 5 , & 8)
25- 7487 -2
25- 7496 -(1 & 4)
25- 7804 -6
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs.
smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
Aug. 1994
May 1994
Oct. 1994
Feb. 1995
March, 1995
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Aerodynamic Multiplier Sep. 2006
Restoring Moments Due to Gravity Sep. 2006
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 3 of 10
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 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 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle
Flat Concrete Roof Tiles 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 (Ibf)
Length -I (ft)
Width -w (ft)
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
11.4
1.42
1.03
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
A (ft3)
Batten Application
Direct Deck Application
Bel Air, Bel Air Double Eagle,
0.301
0.278
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Tile
MIAMI.DADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 4 of 10
Table 3. Restoring Moments due to Gravity - Mg (ft -Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
Greater than
7 ":12"
Bel Air, Bel Air
Double Eagle,
Ponderosa,
Golden Eagle,
Ponderosa
Double Eagle
Flat Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Bel Air, Bel
Air Double
Eagle,
Ponderosa,
Golden
Eagle,
Ponderosa
Double
Eagle Flat
Tile
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2 -10d Smooth r Screw
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
- : crew
51.7
.
24.4
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
32.2
2 -10d Ring Shank Nails'
50.3
65.5
48.3
1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile.
MIAMI•DADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 5 of 10
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle, Ponderosa
Double Eagle Flat Tile
Adhesive'
31.32
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3MTM 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
3M 1°' 2- Component Foam Roof Tile Adhesive AH -160
118.93
3M 1m 2- Component Foam Roof Tile Adhesive AH -160
40.44
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PolyProTM.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
Eagle, Ponderosa Double Eagle Flat Tile
Mortar Sets
43.9
5 Tile -Tite Roof Tile Mortar.
MIAMI•DADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 6 of 10
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 ".
EAGLEL-
FL ORIDA
BEL Am, BEL Am DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(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.
MIAMI•DADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 7 of 10
PROFILE DRAWING
BEL AIR
BEL AIR DOUBLE EAGLE
MIAMI•DADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 8 of 10
PONDEROSA
PONDEROSA DOUBLE EAGLE
MIAMI•DADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 9 of 10
GOLDEN EAGLE
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 10 of 10
111111111111111111111111111111111111111111111
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.RP I a. ' I l5 ' Y.AX FOLIO NO. P! -3,006-0/44- 3a50
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain
real property, and in accordance with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement.
CFN 2012R0435634
OR I?k 28156 Ps 4855; (113s )
RECORDED 176/20/2012 14r07 :13
HARVEY RUVIN, CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
This Notice of Commencement should be recorded at
The Clerk of Courts
Miami -Dads County Recorder
Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 nn f
1. Legal description of property and street/address: 8535 Ii1.5r:Luir e. l v0�
Mi/leo '.l'I 'A331AR
2. Description of improvement: `-"BOO
3. Owner(s) name and address: 1 v<trl K. QfiG0.
4535 Ixayre. plvd rnirtmi 1rn P313'
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's name and address:
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1Xa)7., Florida Statutes.
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienors Notice as provided
in Section 713.13(1Xb), Florida Statutes.
Name and address:
9. Expiration date'of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date 1 E?.ecifi
Signature of
Print Owners Name
Swo h &and subscribed b
Notary Public
Print Notary's Name
My commission expires :.
t1 Prepared by
<1 , day of i•31(xi. , 20
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that this is a true copy or the
oriq{r{�t filed in this office on day of
• A.D. 20,
17NESS my hand and r "al SeaL
HARVE , ' CLERK, of Circuit Corr Courts
B
D.C.
MARIA MARTINEZ
Nohry Public - 8ta M Morino
My Comm. Expires Apr 14. 2016
? Commission • EE 163633
1
4
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
L ING
PERMIT APPLICATION
FBC20(O
Permit Type: UILDING ROOFING.
Permit No.
Master Permit No.
BY:
JUN 14 2012
Owner's Name (Fee Simple Titleholder) P2-4-11-ht t r��-'l �D Phone # 1 8ce- 22 I - l ?
Owner's Address q 53 1� 41- 4_1 b
City"' 1k State
Tenant/Lessee Name
Email `C VZU1 iC
Zip 13Qb
Phone #
Job Address (wher the work is being done) Ctiss 1 4 -1i 16L` J t -
City Miammi Shores Village County Miami -Dade
FOLIO / PARCEL # l 9 ?j`pi�lp— 014
Zip
Is Building Historically Designated YES NO.
Contractor's Company Name piomi
(,rl (�1
Contractor's Address (0(e'7 N 1013
Flood Zone
hone # r75‘1- 5
City (fl1i icC i i state 1 Zip a5450
Qualifier Name d J e ( R. 004 Z. Phone #
State Certificate or Registration No. Certificate of Competency No.
'Contact Phone E -mail v'}i iali YlX]•D-i 17.5 (/.s&ya hap_ CQ�
Architect/Engineer's Name (if applicable) �j Q
Phone #
Value of Work For this Permit $ QD arj.
Type of Work: ['Addition ['Alteration
Describe Work�leaYO- (ASZIP 1.,bkall
Square / Linear Footage Of Work:
DNew ►' Repair
❑ Demolition
e95TIPN i ald 4 40 p02Qvr bat-rpd
S3Ns, iIAM AilA1p
di,' .Ar 14Np ae+gd remo) vM , ®l,` 13„ EvtOS .hr ,rlA 4'1103 .mmoll vM
r * * ** * * *�* * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * *x * * * * * * * * * * * * * * * * ***
Permit Fee $ .0%2
.....
Submittal Fee
Notary $
Scanning $ Radon $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
Training/Education Fee $
CCF $
DPBR $
CO /CC $
Technology Fee $
Bond $
3.a. co
See Reverse side -�
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) days after the building permit is issued. In the absence of such posted notice, the
inspection will n be approved and ' J;inspection fee will be charged..
Signature
Lob)
Owner or A ent
The foregoing instrument was ackno ledged before me this Oh
day of d , 20 a, by r®f K. f' an .o
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY
(Revised 07 /10 /07)(Revised 06/10/2009)
Signature `�G f17/2
Contractor
The foregoing instrument was acknowledged before me
day of St1rLa- , 20 9 by ravier e
who is personally known_to ne or-who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
* * * * * * * * * * * **
• Plans Examiner
Engineer
f'�1�,�
.° . f& A ( !IMF j#+`l�r(`� Ni . ,n.
a.� •
•� • ibl OrdA v
Commission B EE 183633
••'i �Fe� it`•',,
Zoning
Clerk checked
THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARKT' PATENTED PAPER
AC #
DEpARTmENT
6 1 4 9 26 0 STATEPF FLOpF:(513:_sio
§aLBlaRg Q#
LATIONsE
CONSTRucTIoN. INDU TRy LI8EN I . L12060101342
DATE BATCH NUMBER
LICENSE NBR kr'
06/01/2012 118196448 CCC068322
The ROOFING CONTRACTOR -?
Named below 10 CERTIFIED
Under the provisions of. •hapt
Expiration date: AUG 31, 2014
MART/NEZ`, :JAVIER. ROLANDO
MIAMI ROOFING SYSTEMS INC
7552 BUCCANEER AVENUE
NORTH BAY VILLAGE FL 33141
RICK SCOTT
GOVERNOR
KEN LAWSON
SECRETARY
Property Information Map
My Home
Miami -Dade County, Florida
Property Information Map
Aerial Photography - 2009 0 —
This map was created on 6/11/2012 1:49:53 PM for reference purposes only.
Web Site ® 2002 Miami -Dade County. All rights reserved.
Clan
114 ft
Page 1 of 1
Summary Details:
Folio No.:
11- 3206 - 014 -3050
Property:
9535 BISCAYNE BLVD
Mailing
FRANK BLANCO
Address:
MARIA C BLANCO
Living Units:
9535 BISCAYNE BLVD
Adj Sq Footage:
MIAMI FL
Lot Size:
33138-
Pro perty Information:
Primary Zone:
1100 SINGLE FAMILY
RESIDENCE
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
4/3
Floors:
2
Living Units:
1
Adj Sq Footage:
2,855
Lot Size:
8,056.10 SQ FT
Year Built
1976
$25,000/
$339,249
MIAMI SHORES SEC 3
PB 10-37 PT LOTS 12 &
13 BEG AT NWLY COR
Legal
LOT 13 RUN NELY75FT
Description:
ALG E R/W /L BISC
BLVD SELY135.85FT
SWLY35.53FT
NWLY130FT TO POB
BLK 76
Assessment Information:
Year:
2011
2010
Land Value:
$114,766
$121,037
Building Value:
$241,783
$243,212
Market Value:
$356,549
$364,249
Assessed Value:
$356,549
$384,249
Exemption Information:
Taxable Value Information:
Year
2011
2010
omestead:
$25 000
$25 000
r nd Homestead:
YES
YES
Taxable Value Information:
Year
2011
2010
Taxing Authority:
Applied
Exemption/
Taxable
Value:
Applied
Exemption/
Taxable
Value:
Regional:
$50,000/
$306,549
$50,000/
$314,249
County:
$50,000/
$306,549
$50,000/
$314,249
$50,000/
$314,249
City:
$50,000/
$306,549
School Board:
$25,000/
$331,549
$25,000/
$339,249
Sale Information:
Sale Date:
1/2011
Sale Amount:
$300,000
Sale O /R:
27994 -1304
Sales
Sales qualified as a result
Qualification
of examination of the
Description:
deed
View Additional Sales
http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 6/11/2012
Miami
Shores
Viiiage
Building Department.
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: C.
Property Address:
Roofing Permit Number:
Dear Building Official:
Date: ____Latilta_____
building because:
certify that I am not required to retrofit the roof to wall connections of my
/The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach taxation. ttach proof of ad
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 199 _dition of the 1ui Florida Building Code (1994 SFBC)
Signa re
�ra(11L Iti Q
Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned.
Swom to and subscribed before me this 11 day of -sunk, j c�
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem twat(
SFBC. Then you must provide a building application from a General Co
Revised on 5/21/2009
s not constructed with FBC nor a 1994
!RFCFIJVED
JUN �. 4 2012
Florida Building Code Edition 2007
Igh- Velocity Hurricane Zone Uniform Permit Application Form.
SECtian A ((�anpral Infnrrn finni
Process No. 12,-r I Z - 1®9 7-
Contractor's Name M; ryt j \ o3- or �y s
5
Job Address 9r-� 1 S�
❑ Low Slope
❑ Asphaltic
Shingles
ROOF-CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof XReroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF
3945
Sketch Roof Plan: Spy #ion B (Roof Plan)
Include dimensions Illustrate sections and levels, clearly identify dimensions of,elevated pressure zones o and location of
parapets.
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
Maintenance
o I (SF)
tio945
-' y7]1
IIIIaqj
MINN
i 1
1E1 lint
■■■■Iw��■■
VIII
Rimmaitmanz6mmommum �
FLORIDA BUILDING CODE — BUILDING
Shores Village-
'
BY
'r` PACE 'A/I rH ALL FEOFRAL
,L l(1f Arioy-
s3afLL3na1s dOldOON ONV S3116W3sS1/ 40O?I ___
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section F (Tile Calculations)
For Moment based tile systems, choose tither Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mr values are greater than or
equal to the Mr values, for arch area of the roof, thcn the tilt attachment method is acceptable.
Method I "Moment Based Tile Calculations Per RAS 127"
�/�o r1n 2 3
ull i-4B V, x. o�rt r6�8G = ��/�.'�� Mg: 7.5 9 =ctrl p3i. 7 g Product Approval Mr 31.3
(P_: c%^^ f.3x).r0^`n/rD/ =!%�p7. Mg: d/�•59 =Mi2 AZ°23 Product Approval Mr?5(.3.3
(P ;: IO J. k l .d /a =° f.3c) Mg: /.,'�9 = M 3 al'. Product Approval Mr 31.
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
Mr required Moment Resistance*
Mean Roof Height --
Roof Slope
16' 1 20'
26'
30'
40'
2:12
34.4 I 38.5
38.2
39_7
42.2
3:12
32.2
34.4
38-0
37.4
39.8
4:12
30.4 1 32.2
33.8
36.1
37.3
6:12
28.4 1 30.1
31.8
32.8
34.9
6:12
28.4 1 28.0
29.4
30.5
32.4
7:12
24.4 1 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 tile systems use Method 3. Compared the values for F" with the values for Fr. If the F' values are prawn= or equal to the Fr values.
for each area or the roof, then the tilt attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(Pt: x L = x w: = j - W: x cos 0 = Fri Product Approval F'
(P2: x L = x w: = ) - W: x cos 0 = Fr2 Product Approval h"
(P3: x L = x w: = 1 W
- --- " - • r5 • A WM.. npp.vrai r
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table t or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
x
Product Approval
Restoring Moment due to
Gravity
Ma
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M 5
Calculated
Minimum Attachment
Resistance
F'
Pmduct Approval
Requited Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L= length
W = width
Product Approval
AU calculations must be submitted to the building official at the time of permit application.
FLORIDA BUILDING CODE - BUILDING
MIAMI DiADE
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov /building/
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) andfor 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:
Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle
Low rofile Concrete Tiles
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 #07- 1018.08 and consists of pages I through 9.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No. :11- 032L02
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by
Eagle Roofing Products LLC in Sumterville, 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
Applicant
Bel Air Concrete
Tile
Bel Air Double Eagle
Concrete Tile
Ponderosa Concrete
Tile
Ponderosa Double
Eagle Concrete Tile
Golden Eagle
Concrete Tile
Trim Pieces
MIAMI•DADE COUNTY
APPROVED
Dimensions
L= 17"
W =12'A"
Thickness =' /a"
L = 17"
W = 12 'A"
Thickness = %z"
L= 17"
W =12'A"
Thickness = 'A"
L = 17"
W =12'A"
Thickness =1/2"
L= 17"
W =12'A"
Thickness =IA"
1= varies
w = varies
varying thickness
Test Product
Specifications Description
TAS 112 Flat profile concrete roof tile equipped
with two nail holes. For adhesive set,
direct deck or battened nail -on
applications.
TAS 112 Flat profile concrete roof tile equipped
with two nail holes. For adhesive set,
direct deck or battened nail -on
applications.
TAS 112 Flat profile concrete roof tile with slate
finish equipped with two nail holes. For
adhesive set, direct deck or battened nail -
on applications.
TAS 112 Flat profile concrete roof tile with shake
finish equipped with two nail holes. For
adhesive set, direct deck or battened nail -
on applications.
TAS 112 Flat profile concrete roof tile brushed
finish equipped with two nail holes. For
adhesive set, direct deck or battened nail -
on applications.
TAS 112 Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
NOA No. :11- 0321.02
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 2 of 9
2.1 EVIDENCE SUBMITTED:
Test Asencv
FRI Asphalt Technologies
Redland Technologies
Redland Technologies
Redland Technologies
1 Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
'Engineering, Inc.
The Center for Applied
Engineering, lnc.
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 Service
Celotex Corporation
Testing Service
Walker Engineering, Inc.
Walker Engineering, Inc.
MIAMIOADE COUNTY
APPROVED
Test Identifier
ERPF - 001 -02 -01
7161 -03
Appendix III
7161 -03
Appendix III❑
7161 -03
Appendix II
P0402
Letter Dated Aug. 1,
1994
P09647 -01
94 -084
25- 7094 -(2, 5, & 8)
25- 7183 -(5 thru 6)
25- 7214 -(1, 5 , & 8)
25- 7487 -2
25- 7496 -(1 & 4)
25- 7804 -6
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Test Name/Reuort
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw
vs. smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to Gravity
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
Aug. 1994
May 1994
Oct. 1994
Feb. 1995
March, 1995
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
NOA No.:11- 0321.02
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 3 of 9
3. LL IITATIONS:
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 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 materiat"-rrianufacturers 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 Eagle Roofmg Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in
strict compliance with Roofmg 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 (Ibf)
Length -I (ft)
Width -w (ft)
Bel Air, Bel Air Double
Eagle, Ponderosa,
Golden Eagle, Ponderosa
Double Eagle Fiat Tile
11.4
1.42
1.03
Table 2: Aerodynamic Multipliers - A (ft3)
Tile
Profile
A (ft3)
Batten Application
A 3
Direct .,- ' is • tion
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
- 0.301
< 0.278
MIAMIOADE COUNTY
APPROVED
NOA No.:11- 0321.02
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 4 of 9
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf}
Tile
Profile
3 ":12"
4" :12"
5 ":12"
6 ":12"
Greater than
7" :12"
Bel Air, Bel
Air Double
Eagle,
9
Ponderosa,
Golden
Eagle,
Ponderosa
Double
Eagle Flat
Tile
Batten
s
Direct
Deck
Battens Direct
• .
`�`
Battens
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
7.48
7.71
7.37'
7.59
----
) 7.22
7.44
• -
7.05
.
7.27
6.86
7.07
Table 4: Attachment Resistance Expressed as a Moment - Mz (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Bel Air,
Bel Air
Double
Eagle,
Ponderosa
, Golden
Eagle,
Ponderosa
Double
Eagle Flat
Tile
2 -10d Ring Shank
Nails
30.9
38.1
17.2
1 -10d Smooth or
Screw Shank Nail
7.3
9.8
4.9
2 -10d Smooth or
Screw Shank Nails
•
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1 -10d Smooth or
Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1 -10d Smooth or
Screw Shank Nail
(Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or
Screw Shank Nails
(Field Clip)
35.5
35.5
34.8
2 -10d Smooth or
Screw Shank Nails
(Eave Clip)
31.9
31.9
32.2
2 -10d Ring Shank
Naiis1
50.3
65.5
48.3
1. Installation with a 4" tile headlap and fasterners are located a min. of 234" from head of
tile.
MIAMI•DADE COUNTY
APPROVED
NOA No.:11- 0321.02
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 5 of 9
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Tile
Adhesive2
31.33
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 6: Attachrment'Resistance
for Single Patty
Expressed'as a Moment - Mf (ft-lbf)
Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Bel Air, Bel Air Double Eagle; Ponderosa,
Golden Eagle, Ponderosa Double Eagle
Flat Tile
PolyProTM
118.94
PoIyProTM
40.43
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PoIyProTM.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar or AdhesiveSSet Systems.:
Tile
Profile
Tile
Application
Attachment
Resistance
Bel Air, Bel Air Double Eagle, Ponderosa,
Golden Eagle, Ponderosa Double Eagle
Flat Tile
Mortar Sete
43.9
Tile -Tite Roof Tile Mortar.
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 ".
41:L.E1
FLORIDA
u►MI.DAD COUNTY
APPROVED
NOA No.:11- 0321.02
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 6 of 9
BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
MIAMbDADE COUNTY
APPROVED
NOA No.:11- 0321.02
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 7 of 9
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
BEL Am DOUBLE EAGLE
MIAMI DADE COUNTY
APPROVED
NOA No.:11- 0321.02
Expiration Date: 10 /05/16
Approval Date: 05/12/11
Page 8 of 9
I
1..
PONDEROSA
MIAMIDADE COUNTY
APPROVED
PONDEROSA DOUBLE EAGLE
NOA No.:11- 0321,02
Expiration Date: 10/05/16
Approval Date: 05 /12/11
Page 9 of 9
GOLDEN EAGLE
END OF THIS ACCEPTANCE
MIAMI.DADE COUNTY
APPROVED
NOA No.:11- 0321.02
Expiration Date: 10/05/I6
Approval Date: 05/12/11
Page 10 o19
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 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 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. \r Aesthetics•Wortcmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. ` Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. At 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 to be performed.
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.
5. s Ponding water: The current roof system and/or deck of the building may not drain well and ma y
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. (Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
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
accordance with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
inten of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It maybe beneficial to consider additional venting which can result in extending the service life of the
goof. r
Owneir/Agents Skinature Date Contractgr'Signature
Revised on 7/9/2009 LD
Date