RF-13-945Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 190641 Permit Number: RF -5 -13 -945
Scheduled Inspection Date: June 19, 2013
Inspector: Rodriguez, Jorge
Owner: SHOAF, JONATHAN
Job Address: 103 NW 103 Street
Miami Shores, FL 33150-
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1121360131580
Phone: 305 - 757 -2612
Building Department Comments
REPLACE 40 BROKEN TILES
Infractlo Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 19, 2013
For Inspections please call: (305)762 -4949
Page 9 of 38
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
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 10 3 LL w. ' 0 g Si 2f -r
FBC 20 ( D
Permit No.
Master Permit No. ) 5 " S
City: Miami Shores `
FoliolParcel #: 11 j i (DOt 1 S SC)
Is the Building Historically Designated: Yes
County: Miami Dade
Zip: 33 t 3 f'
NO 1/ Flood Zone:
OWNER: Name (Fee Simple Titleholder): 9 DNA/ Apt) SLAZf Phone #:
Address: JO 3- it /a 3 ,sr
City: /mil / ca.,u, s� d y'-e1 State: rc zip: 33/3
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: €2 A q wD J1'L a N a Phone #: 3a.1'' IJ'/- 07 G / 2-
Address: 1r"/ L) E 17 sr
/
City: Wl ' td but i liW (wt. ej State: ( Zip: 33/3F-
Qualifier Name: JAS S IN O p✓ ✓ Phone #:
State Certification or Registration #: e- 011 30 t Certificate of Competent #: c2f.7l�%OiiLl..
Contact Phone#: 1.S 7.1'I -- to / Z- Email Address: 0if#J 004 7.-e Ni 6....., "a"- •6 M
DESIGNER: Architect/Engineer: hone#.
Value of Work for this Permit: $ �� .-v Square/Linear Footage of Work: �O
Type of Work: ❑Addition ❑Alteration ❑New tepair/Replace ❑Demolition
Description of Work: { lQ o iSroAt) G/0 S /-//C 5 a i a
Akedwirr
Permit Fee $ CO /CC $
Radon Fee $ DBPR $ Bond $
Technology Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable) w
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 bJ approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this
day o
,20.0_, by dO te
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: r✓ �,�� � . ,
Print: °F PI W�
My Commission Expires:
APPROVED
CATHERINE A. DUFFS
is
r Comm. Expires Apr 15,
Commission #r FF 8417
Signature
Contractor
Th regoing in trument was acknowle ged before me this ®
,201 ,by jJA- /Ine 0 6bln
who is pe zonally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
ans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Sign:
Print: C =�7 `� r-' ! `�
M C. _u of E..' s•
CATHERINE A. DUFFY.
'Is Notary Punric - State of Fiorklo
41,4.; effh=44ineMai#1#5,4171:
,.om fission # FF 8411
° Bonaea tar "n NatWest
Clerk
Master Permit No.
Miami Shores Village
Florida Building Code Edition 20 0
PP R, !\ �
High - Velocity Hurricane Zone Unifo ,A _ - sat -.,_ ._., `Y DATE
Section A General lifftirtnation
Pr
PT
Contractor's Name p /4 0 4
Job Address
❑ Low Slope
❑ Asphaltic Shingles
❑ New Roof ❑ Reroofing
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal PaneIShingies
❑ Prescriptive BUR -RAS 150
ROOF TYPE
hakes
❑ Recovering Repair ❑ s intenance
ROOF SYSTEM
INFORMATION
SteepSIped Roof Area (SF) Total (SF)
Section B (Roof Plan)
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.
1111111=11•1111111 IWA1111111111111■11111
11111111111111111111111 M11111110.11111M1
rzsiumpliimmimi
11111
E�iiiiil•.
EMI MIMI
■/ ///■
15.34
2010 FLORIDA BUILDING CODE — BUILDING
Owner's Notification Form HVHZ 2010
MIAMI-DOE
COUNTY
"Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) 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. Renaffing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums,. etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
m
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the buildin . itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, desi e . ey a Florida- licensed engineer or registered architect to eliminate
the attic venting, venting shall not bevy
Owner's /Agent's Signature:iftil=
Contractor's Signature: AffitANIIII111
Property Address:
Date:
Permit Number:
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
i
~A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other 8/0,4/iG.
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
2010 FLORIDA BUILDING CODE — BUILDING
15.33
MIAMI.
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
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/
Clay Forever
6801 NW 77 Avenue, Suite 301
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Altusa "S" Clay Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
MIAMI.DADE COUNTY
APPROVED
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:,
Material:
Deck Type:
Roofing
Roofing Tiles
Clay
Wood
1. SCOPE
This new roofmg system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de
C.U. in Pimienta, Honduras and distributed by Clay Forever LLC as 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
Altusa "S" Clay
Roof Tile
Trim Pieces
Dimensions
Length: 18 -3/4"
Width: 10 -3/4"
varying thickness
Length: varies
Width: varies
varying thickness
Test Product
Specifications Description
High profile, one-piece, S' shaped single roll
ASTM C 1167 clay tile with a nominal 2 -1/2 inch headlap. For
adhesive set applications.
Accessory trim, clay roof pieces for use at
TAS 112 hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
2.1 SUBMITTED EVIDENCE:
Test Agency Test Identifier
American Test Lab of South RT0426.01 -11
Florida
American Test Lab of South
Florida
IBA Consultants, 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
MIAMI-DADE COUNTY
APPROVED
RT0706.01 -11
2397 -116
94 -083
94 -084
25- 7200 -1
Project No. 307025
Test #MDC -78
MTS 520649
Test Name/Report
ASTM C 1167
Static Uplift Testing
TAS 101
ASTM C 1167
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
(Quick -Drive Screws,
Battens)
Wind Driven Rain
TAS 100
Date
05/07/11
07/11/11
06/28/07
April 1994
May 1994
Feb. 1995
Oct. 1994
TAS 102(A) May 2000
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 2 of 9
PRI Asphalt Technology, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
CLF- 003 -02 -01
7161 -03; Appendix III
7161 -03
Appendix II
Letter Dated Aug. 1,
1994
P0631 -01
P0402
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
TAS 102
TAS 102
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
Aerodynamic Multiplier
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
October 2001
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
March 1995
February 1996
April 1996
December 1996
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 underlayments 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 the applicable Building Code.
3.7 May be installed on slopes 7:12 and greater.
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 3 of 9
4. INSTALLATION
4.1 Altusa "S" Clay Roof Tile and its components shall be installed in strict compliance with
Roofing Application Standard 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)
Altusa "S" Clay Roof Tile
6.5
1.56
0.9
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf
Table 2: Aerodynamic Multipliers - X (ft3)
3 ": 12"
or Tess
Tile
5 ": 12"
A, (ft3)
7": 12"
greater
Battens
A. (ft)
Profile
Battens
Batten Application
Direct Deck Application
Altusa "S" Clay Roof Tile
Battens
0.253
0.28
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf
Tile
Profile
3 ": 12"
or Tess
4 ": 12"
5 ": 12"
6 ": 12"
7": 12"
greater
Battens
or
Direct
Deck
Altusa "S"
Clay Roof
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
4.47
5.35
4.40
5.27
4.31
5.16
4.20
5.03
4.08
4.89
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 4 of 9
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
Altusa "S"
Clay Roof
Tile
2 -10d Ring Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2.8
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
7.3
1 .#8 Screw
28.7
28.7
18.1
2 .#8 Screws
58.2
58.2
26.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
41.8
1 Screw with Altusa Clip (See c
ip details)
Altusa "S"
Clay Roof
Tile'
1 Screw with clip (at the
head of tile)
187.1
187.1
N/A
Altusa "S"
Clay Roof
Tile'
1 Screw with clip (at the
water course of tile)
35.2
35.2
N/A
1. Screw must be installed in the inside nail hole located nearest to the hump of the 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
Altusa "S" Clay
Roof Tile
Adhesive
29.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
MIAMI.DADE COUNTY
APPROVED
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 5 of 9
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Altusa "S" Clay
Roof Tile
Polyfoam PolyProTM
66.54
Polyfoam PolyProTM
38.75
Polyfoam PolyProTM
52.055
4 Large paddy placement of 63grams of PolyPro TM.
5 Medium paddy placement of 24grams of PolyProTM.
6 Large paddy placement of 54grams of PolyPro TM.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Altusa "S" Clay Roof Tile
Mortar Set'
24.50
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved ".
ALTUSA MADE IN HONDURAS
LABEL FOR ALTUSA "S" CLAY ROOF TILE.
(LOCATED ON THE UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
MIAMI-DADE COUNTY
APPROVED
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 6 of 9
PROFILE DRAWINGS
ALTUSA `S' CLAY ROOF TILE
MIAMI DADE COUNTY
APPROVED
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 7 of 9
TILE BY ALTUS
(TYP•)
CLIP DETAILS
2 -1/2" OVERLAP
(COVERS PIN HOLE)
SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
DECK
CLIP WITH ONE (1) SCREW
ATTACHED TO DECK
CUP PLACEMENT DETAIL
MIAMI•DADE COUNTY
APPROVED
CLIP
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 8 of 9
SCREW (HOLDS
CLIP ONTO DECK)
TILE BY ALTUSA
(TYP.)
CLIP DETAILS (CON'T)
2 1/2" OVERLAP
(COVERS PIN
HOLE)
SCREW IN THE INSIDE NAIL HOLE
NEAREST TO THE HUMP OF THE TILE
CLIP PLACEMENT DETAIL
DECK
1 1/4" 1 3/4" 3/4°
GALVANIZED
METAL CLIP
END OF THIS ACCEPTANCE
MIAMI DADE COUNTY
APPROVED
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 9 of 9