RF-12-555Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 171771 Permit Number: RF -4 -12 -555
Scheduled Inspection Date: April 23, 2012
Inspector: Bruhn, Norman
Owner: , BARRY UNIVERSITY
Job Address: 11300 NE 2 Avenue Health & Sports
Miami Shores, FL 33138 -0000
Project: BARRY UNIVERSITY
Contractor: BISCAYNE CONSTRUCTION
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1121360010160 -23
Phone: 305 -688 -7663
Building Department Comments
REPAIR ROOF AT TENNIS COURT OFFICE ROOF
Passed
o1J"'i6L'
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
April 20, 2012
For Inspections please call: (305)762 -4949
Page 18 of 33
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
IVNAC 40 l 1-51 . INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
APR o 2012 3
BY: - --
Permit No.
PERMIT APPLICATION Master Permit No.
FBC 2G
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) Barry University Phone #
Owner's Address 11300 NE 2 ❑d Ave
City Miami Shores State FL Zip 33138
Tenant/Lessee Name Phone #
Email
Job Address (where the work is being done) 10- (Ai t V-'St ty - ? S cokkac- ow 06
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL # 11- 2136 - 000 -0050
Is Building Historically Designated YES NO Flood Zone
Contractor's Company Name a SC.A\0N b 1,52 _ U i Phone #
Contractor's Address 1176 0
S ) 3brt‘ ‘f-'1166 T
City V, [AIAo 5'1.10t State ft Zip 3331'/
Qualifier Name '<Q ,J AAA A L A i Phone # , - AitiK)-7t,
State Certificate or Registration No. C CCi\ 3 6 1 S Q. Certificate of Competency No.
Contact Phone
_ 6 E -mail
Architect /Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: ['Addition
Describe Work:
1t9 o
['Alteration
Squar
Phone #
/ Linear Footage Of Work:
i5
❑New ►1 Repair/Replace ❑ Demolition
******** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * *** * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ /00 Ga CCF $ CO /CC $
Notary $ Training /Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
°11 O c Violation date:
Total Fee Now Due $ IOU
•2p
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 not be approvedj,4i a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of M 4 , 20 1Z, by a&A e. Wnily -r
Signature
The .r- . j ing ins
day of
Contractor
dgediefor- me this
who is personally known to me or who has produced who is personall known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
V
Print: j'
My Commission Expires: Z�
JEFFRY J. "VAC)
MY COMMISSION # EE36829
EX?IRES: Novi i2, 2014
11 �^ PI. Notary Discount Assoc. Co,�
as identification and who did
NOTARY PUB
an oath.
Sign:
Print:
My Con s`s on Expires:
#0:')
f F #2
************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
* * * * * * * * * * * * * * * * **
Plans Examiner 'it��=�t�� " Zoning
(Revised 07 /10 /07)(Revised 06/10/2009)
Engineer
Clerk checked
1 rrpm
DO NOT REMOVE
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
10050 NE 2 AVE, MIAMI SHORES
STOP ORDER
ALL WORK SUSPENDED
UNTIL FURTHER NOTICE
Permit fi
Date Fr —/Ist
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Master Permit No.
Contractor's Nam
Job Address i
IMOMET/C5
191 APR 0 2 2012 JO
High•Velocrty Hurricane zone Uniform Permit Apprlcatlon Form.
Section A (General information)
F1
SUBJECT TO COMPLIANCE WITH ALL FEDERAL •
STATE AND COUNTY RULES AND REGULATIONS
Process No.
i :c Q
i nO
1JE
❑
❑
- ra: A s-j- !Z&k i o ij o
Q Rum 1- tvKlt i -pi,9 '..
ROOF CATEGORY
Mechanically Fastened Tile 13 Mortar /Ad
Metal Panel /Shingles ❑ Wood Shi
Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering Repair ❑
8
Q
OS
3
is
B
PROVED LIBY
'3hIngles
Reroofing
BLDG DEPT
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
Section El (Roof Plan) - ci ,
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.
Ret'I t FOcii �- Sc FF, " B0
13 11j ig, J 14,L a
Total (SF)
%1 r
Lc n 'K
-i' ti-c,
4
Ex Is t,,ss
15.34
2010 FLORIDA BUILDING CODE -- BUILDING
3
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sioped Roof System)
Roof System Manufacturer: i 3-of:9 aJ Roc) F `rL CC,
Notice of Acceptance Number: I'o • t9 O , -O
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
- L/ s' / P2: 6 P3: — . c:Q
Steep Sloped Roof System Descrlptlon
Deck Type:
Roof tope:
5 Z: 12
Ridge Ven ltio?
/ gj3a, wood A4 2 ,J
Type Underlayment:
insulation:
Fire Barrier:
-bi}3o -r & s r M '� ca014 Pe-
�lJ
Mean Roof Height: / % /
t.f I_
Fastener Type & Spacing:
Adhesive Type:
1 41/ We s
Het Luei,
Type Cap Sheet:'F%('e1-d Y. 5 w h >-
Roof Covering: J 1 3 "
Type & Size
Drip Edge:
13 x3 a,GS1
ca; }1
15.36 2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
PorMomentbased rile systems, choose either Method t or2. Compare the values forM1with the values from Mt. If the Mivalues are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
�-
Method ��11/ 1 oment Based '1I1eCalculationsi Per RAS 127" y
(P1'f$ ®LxX,� 4 /. Mgc%,•f�i= Mr1 -1,9 Product Approval Mt ' l
(P2: / i •+Rx7L ^"�� si�o% - Mg:'r. ° a 'I- 2! =C Product ApprovalMf'��0%•
(Pg: ux7r .3 J Mg :i = Me3' Product Approval M f3 ®• 1
Method 2 "Simplified1i►e Calcuiattons Per Table Below"
Table BelortD(8• I Product Approval Mf 2. 1
s. yu..c..,..v."�....,, ...N.•.o......�..r,.......
Mr required Moment Resistance*
Mean Hoof Height '
Roof Slope 4
16'
20'
25'
30'
40'
2:12
34.4
30.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
Attachment Resistance
30.4
32.2
33.6
35.1
37.3
( 44:12
j:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.9
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 tile systems endorsed by the Broward County Board of Rules and Appeals.
ForUpliftbased tile systems useMethod3 . Compared the values forty with the values fore, If their values are greater than or equal to the Prvatues,
for each area of the root then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(1't; x L = x w: = �� - W: x cos 0 =1trt Product Approval F
(P2; x L x w. ___) - W: x cos 0 Product Approval P'
(Pg; x L _ x w•. = - \V: x cos 17 = Pr; Product Approval P'
Where to Qbtain Information
Description •
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS127TableIorbyan engineering analysis preparedbyPBbasedonASCB7
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
2
Product Approval .
V Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
M f
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
Pr
Calculated
Average lite Weight
W
Product Approval
Tile Dimensions
L = length
1Y =width
Product Approval
pp
All calculations must be submitted to the building official at the time of permit application.
15.37
2010 FLORIDA BUILDING CODE -- BUILDING
MIAMI DE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Hanson Roof Tile
1340 SW 34 Ave
Deerfield Beach, FL. 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Hanson Flat Tile including Slate, Chalet Shake, 5outhern Shake, and Victorian Slate
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 #09- 0928.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigers.
NOA No.: 10-0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Flat Profile Roofing Tiles
Material: Concrete
1. SCOPE
This is a new system using Hanson Flat Tile including Slate, Chalet Shake, Southern Shake,
and Victorian Slate, as manufactured by Hanson Roof Tile Inc. in Deerfield Beach, Florida and
described in Section 2 of this Notice of Acceptance. For Locations where the pressure
requirements, as determined by applicable Building Code does not exceed the design pressure
values obtained by calculations in compliance with RAS 127 using the values listed in section 4
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Hanson Flat Tile 1= 17.25"
w= 13"
Hanson Slate 1 = 17.25"
w = 13"
Hanson Chalet Shake I = 17.25"
w= 13"
TAS 112 Flat, interlocking; concrete tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar or adhesive set applications.
TAS 112 Flat, interlocking, concrete tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar or adhesive set applications.
TAS 112 Flat, interlocking, concrete tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar or adhesive set applications.
1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with
w = 13" two nail holes. For direct deck or battened
nail -on, mortar or adhesive set applications.
Hanson Victorian 1 = 17.25" TAS 112 Flat, interlocking, concrete tile equipped with
Slate w = 13" two nail holes. For direct deck or battened
nail -on, mortar or adhesive set applications.
Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use
w = varies at hips, rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1 SUBMITTED EVIDENCE:
Test Anency Test Identifier Test Name/Report Date
IBA Consultants, Inc. 2381 -265 TAS 112 Feb. 2008
7161 -03 Static Uplift Testing Dec. 1991
Appendix III TAS IO2 & TAS 102(A)
94-084 Static Uplift Testing May 1994
TAS 101 (Mortar Set)
Redland Technologies
The Center for Applied
Engineering, Inc.
NOA No.: 10- 0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 2 of 8
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.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Nutting Engineering
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
94 -060A
25- 7094 -2
25- 7094 -8
25- 7094 -5
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
13343A
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing TAS 102
(4" Headlap, Nags, Direct Deck,
New Construction)
Static Uplift Testing TAS 102
(4" Headlap, Nails, Battens)
Static Uplift Testing TAS 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Static Uplift Testing TAS 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing TAS 102
(2 Qui1c -Drive Screws, Battens)
Static Uplift Testing TAS 102
(1 Quilt -Drive Screw, Direct Deck)
Static Uplift Testing TAS 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Wind Driven Rain TAS 100
Physical Properties TAS 112
Static Uplift Testing TAS 101
Static Uplift Testing TAS 101
Aerodynamic Multiplier
Restoring Moments
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Two Patty Adhesive Set System
March, 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 2006
Dec. 1998
March 1999
May 2006
May 2006
February 1996
April 1996
December 1996
March 1995
April 1999
NOA No.: 10-0706.08
Expiration Date: 04/10/13
Approval Date: 09 /15/10
Page 3 of 8
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 (ix w )
Tile Profile
Weight -W (Ibt)
Length -I (ft)
Width -w (ft)
Hanson Flat Tile including Slate,
Chalet Shake, Southern Shake, and
Victorian Slate
11.6
1.4375
1.08
Table 2: Aerodynamic Multipliers - A (ft3)
Tile
A (ft3)
A (ft3)
Profile
Batten Application
Direct eck Appl cation
Hanson Flat Tile including Slate, Chalet Shake,
Southern Shake, and Victorian Slate
0.304
0.330 %
J
NOA No.: 10- 0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 4 of 8
Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf)
Tile
Profile
2 ":12"
3 ":12"
4 " :12"
5 ":12" 6 ":12"
/
7 ":12" or
greater
Hanson
Flat Tile
including
Slate,
Chalet
Shake,
Southem
Shake,
and
Victorian
Slate
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.53
8.25
7.46
8.17
7.35
8.05
7.20
7.88
7.02
7.69
6.83
7.48
NOA No.: 10- 0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15132" plywood)
Direct Deck
(min. 19132"
plywood)
Battens
31.33
Hanson Flat Tile `
including Slate,
Chalet Shake,
Southern Shake,
and Victorian Slate
2 -10d Rin • 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 Nails'
50.3 65.5 48.3
1 Installation with
a 4" tile headlap and fasteners are looted a min. of 2W from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Hanson Flat Tile including Slate, Chalet Shake,
Southern Shake, and Victorian Slate
Adhesive
31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Hanson Flat Tile including Slate, Chalet
Shake, Southern Shake, and Victorian Slate
PolyProT"'
118.94
PolyProTM
40.44
4 Large paddy placement of 45 grams of PolyProT'".
5 Medium paddy placement of 24 grams of PolyProT"".
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Hanson Flat Tile including Slate, Chalet Shake,
Southern Shake, and Victorian Slate
Mortar Sets
43.9
6 Tile -Tite Roof Tile Mortar.
NOA No.: 10- 0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 5of8
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 ".
AND /OR
• • ••• • • •••• ••• • •
• • • • •• • • • • •• •
•••• ••••• • • • ••• • • • • •
• • • • • •• ••••• •••• • ••
HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND
VICTORIAN SLATE
(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 the Building Official or applicable building
code in order to properly evaluate the installation of this system.
NOA No.: 10- 0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 6 of 8
PROFILE DRAWINGS
HANSON SLATE TILE
CHALET SHAD TILE
NOA No.: 10- 0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 7 of 8
VICTORIAN SLATE
END OF THIS ACCEPTANCE
NOA No.: 10-0706.08
Expiration Date: 04/10/13
Approval Date: 09/15/10
Page 8 of 8