RF-10-1098Inspection Number: INSP - 146308 Permit Number: RF -6 -10 -1098
Scheduled Inspection Date: September 22, 2010
Inspector: Bruhn, Norman
Owner: ROSSA, ADRIANA
Job Address: 10618 NE 11 Court
Failed
Correction
Needed
September 21, 2010
Miami Shores, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Building Department Comments
REPAIR 2 LEAKS ON TILE ROOF ONE AT FRONT
PORCH. 2ND LEAK OVER GARAGE BY THE WALL
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1122320280420
Phone: 305 - 751 -0382
Page 4 of 20
Email
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING CRWIYFIN !
Adriana M. Rosa
Owner's Name (Fee Simple Titleholder)
Owner's Address 1 061 8 N. E. 11 Court
City Miami Shores State F1
Tenant/Lessee Name
Job Address (where the work is being done) 1 0 618 N . E . 11 Court
Miami Shores Village 13°'"/
Department
Building p
10050 N.E2 �M 6 �n�c�
nd Avenue, Miami Shores, Florida 33138 BY: . • .
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No L Oqg
Master Permit Na.
Zip. 33138
Phone #
Phone # (305) 895 -3184
City Miami Shores Village County Miami-Dade Zip 3 31 3 8
FOLIO /PARCEL# 11- 2232 -02R -0420
Is Building Historically Designated YES NO X Flood Zone
Contractor's Company Name Quality Roofing Contractor Phone# (305) 953 - 3333
Contractor's Address 13800 N. W. 1 s t Avenue
City Miami State Fl Zip 33168
Qualifier Name Carlos Arocho Phone# ( 786) 367 -2029
State Certificate or Registration No. RC 0 0 5 8 6 27 Certificate of Competency No. 0 0 0 01 7 8 8 9
Contact Phone Marylou E-mail quailtyroofing88 @yahoo.com
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 1 , 500 . 0 0
Square / Linear Footage Of Work: 1 / 2 square
Type of Work: ❑Addition DAlteration ['New ® Repair/Replace ❑ Demolition
Describe Work: Repair 2 leaks on tile. roof one at front porch.
2nd leak over garage by the wall.
******* * * * * * * * * * * * * * * * * * * * **** * * * * * * ** *F * * * * * **** * * * * * * * * * ** * * * * *** * * * * * * * * * * * * * **
Submittal Fee $ 50' Permit Fee $ // CCF $ 4 . 9., V CO /CC $
Notary $ Training/Education Fee $ CD •mot 0 Technology Fee $ , -CO
Scanning $ 0° Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $ 5 . 9 ‘C . )
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 approved and a reinspection fee will be charged.
Signature)O
Owner or Agent
The foregoing instrument was acknowledged before me this /1
day of .1144j , 20 / O , by ALT c / 4 f ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
NOTARY PUBLIC STA FLORIDA
" ''' Marylou Hernandez
My Commission Expires' : :Commission #DD930046 My Commission E
,„,, Expires: OCT. 10, 2013
BONDED THRU ATLANTIC BONDING C0., INC vim%
APPROVED BY
(Revised 07 /10 /07)(Revised 06/10/2009)
6 �2' °l J Plans Examiner
Engineer
Signature ,�..,�
Contractor
The foregoing instrument was acknowled ed before me this /y day of , 20 10 , by � �Y
who is persoially. known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Y PtBLIC.STATE OF FLO A
Marylou Hernandez
Commission #DD930046
d
Expires: OCT. 10, 2013
MO ATLANTIC BONDING CO, INC.
* * * * * * * * * * * * * * * * * * * ** * * **
Zoning
Clerk checked
Florida Building Code Edition 2007
HIGH Velocity Hurricane Zone Uniform Permit Application Form
Master permit No. Process No.
Contractor's Name • ualit Roof in Contractor Inc.
Job Address 1 0 618 N. E. 1 1 Court
❑ Low Slope 0 MechanicaUy. Fastened Tile❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes
e\
• • ...`. _ �• * ❑ Prescriptive BUR -RAS 150
• . - � \• \. **: ROOF TYPE
• y).w/.• L.•\.
• . tr NeW Rbof It8 -Wd'd i g 0 Recovering �Repalr 0 Maintenance
• •••••
....
• .
"" ROOF SYSTEM INFORMATION
• • LoviSiate Roof irW(SF) Steep Sloped Roof Area (SF) Total (SF)
•
••
•. •
• •
Section A (General Information)
ROOF CATEGORY
LIJ
0)
cn
2
1 /2sq. 1 /2sq.
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.
l s s T
ri�l1 W :dJ
■
•
SECTION 4402
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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 44 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 adjacent box indicates that the
item has been explained.
1 2 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (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) issues 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.
• .Itt 1 2. Arnim Wood Decks: When replacing roofing, the existing wood roof deck may have to be
ref: in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the
• • Florida Buildirti VA *. (The roof deck is usually concealed prior to removing the existing roof system.)
fl tk,.. 3. 6;10/ on Roofs: Common roofs are those which have no visible delineation between
neighboring ury't,%ii.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
▪ caOfr t r and /or awtner should notify the occupants of adjacent units of roofing work to be performed.
•
t 4. 6Aliosed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking
•
• aA : viewed.frow. below. The owner may wish to maintain the architectural appearance, therefore, roofing
• nail penetrations of tie underside of the decking may not be acceptable.
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 th original roofing system is removed. Ponding conditions should be corrected.
p ' i 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
11
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 Florida Building Code, Sections 4402, 4403 and 4413.
A ` P., 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
•
0 6 / G - I / 0
Owner's /Agent's Signature Date Contractor's Signature
/o(a
Property Address
Permit Number
Roof System Manufacture Clay Forever, LLC
Product Approval number . 07-0919.05
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
•.. P1: -- P2: -- P3: --
... • ..
Iliad mum Design Pressure
•Product ipioval Specific System --
..._ _
,Method of Tfle Attachment: --
. ••••
•
• •
• •
•
•
•
• •
•
•
•
•
• •
• •
•
•
•
Florida Building Code Edition 2007
HIGH Velocity Hurricane Zone Uniform Permit Application Form
• ••
• • •
••••
••••
• •
••••
Roof Slope
3 :12
•
• ••
Deck Type:
Steep Sloped Roof System Description
Type Underlaymer*
Insulation:
Fire Barrier:
Ridge Ventilation?
A
Mean Roof Height 13
Section D (Steel) Sloped Roof System) Existing Roof
10618 N.E. 11 Court
wood 1 X 6
I 301b.
N/A
Fastener Type & Spacing:
Adheshre Type:
I N/A
Type cap Sheet
Roof Covering:
Type S Size Drip
Cap:
11 1/4" R/S nails
I T 111 asphalt
I 901b. ASTM
Spanish S clay Altusa Tile
I 3 X 3
• •
M I A M ID
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clay Forever, LLC
6801 NW 77 Avenue
Miami, FL 33166
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
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 tlle,lpard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the'Ailtlldtity Having,Jurisdiction (AHJ).
•
•
• • •
This :NO4 shall not lsie valid after the expiration date stated below. The Miami -Dade County Product Control
•
• • Division (In Mihi•Dide County) and/or the AHD (in areas other than Miaini Dade County) reserve the right to
had this product•e, material tested for quality assurance purposes. If this product or material fails to perform in
the accepted maw' the manufacturer will incur the expense of such testing and the AHD may imme- Irately
revoke,.utdify,srslpend the use of such product or material within their jurisdiction. BORA reserves the right
• • to revoke This acceMance, if it is determined by Miami Dade County Product Control Division that this product or
material fails to pet tie requirements of the applicable building code.
• • • This is ap as described herein, and has been designed to comply with the Florida Building Code
incltgijOgthe High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Altusa "S" Clay Roof The
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 ##06-0706.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 07- 0919.05
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Material:
1. SCOPE
This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by
Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela 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 bv
Applicant
Altusa One Piece `S'
Tile
Trim Pieces
Clip
Clip
2.1 SUBMITTED EVIDENCE:
Test Agency
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
Roofing
Roofing Tiles
Clay
Dimensions
L= 18 /a"
W = 10.5"
Vi" thick nominal
3.25" high
Length: varies
Width varies
varying thickness
L =6"
D= 0.125"
- L &h =. 2"
W =Vs"
0.05" thick
Test Identifier
2397 -116
94-083
94-084
25- 7200 -1
Project No. 307025
Test #MDC -78
MTS 520649
TAS 114 L Shaped tile clip
.. • .
• •
.. • ••••
• ..
•
• •
Test •
ProdltCt • •
Specifications Description
•. •
. • • • •
••••
TAS 112 High profile clay roof tile. Ror direct deck or
batten nail -on, mortar set: ®r adhesive set •
applications with minimal lap of 2-%"
.. •
• • •
.• • ••••
TAS 112 Accessory trim, clay roof pfeees for pe at •
hips, rakes, ridges and valley terminat1d$S
Manufactured for each tile profile.
TAS 114 Tile clip
Test Name/Report Date
06/28/07
April 1994
May 1994
Feb. 1995
Oct. 1994
TAS 102(A) May 2000 NOA No.: 07- 0919.05
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 2 of 7
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
Test Agency
PRI Asphalt Technology, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
••••
• •
•••• • ••
• • • • • •
�Va11�er Engineering, Inc.
Walker En Vitalising, Inc.
Wa11 pr Engip i ng, Inc.
/talker Engineering, Inc.
Vialiror En g, Inc.
•••• • ••
• • •
•••• • • •
• •
••••
3. LIMITATIONS
Test Identifier
CLF- 003 -02-01
7161 -03; Appendix III
7161 -03
Appendix II
Letter Dated Aug. 1,
1994
P0631 -01
PO402
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Test Name/Reuort
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
Date
October 2001
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
March 1995
February 1996
April 1996
December 1996
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 RAS 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.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
NOA No.: 07-0919.05
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 3 of 7
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight- W
Length-I (ft)
Width -w (ft)
Altusa 'S' Tile
6.9
1.52
0.875
Tile
Profile
Altusa 'S' Tile
Table 2: Aerodynamic Multipliers - X (ft
a, (ft
Batten Application
0.253
1 (ft 3 )
Direct Deck Application
0.274
Tile
Profile
Altusa 'S' Tile
Table 3: Restoring Moments due to Gravity - M (ft-Ibf
3 ":12" 4 ":12"
or less
Battens Direct
Deck
Battens Direct
Deck
5 ":12"
Battens Direct
Deck
4.47
5.35
4.40
5.27
4.31
5.16
6 ":12"
Battens Direct
Deck.
420
• 7 12j'•46.
•.•greater
Balkans l 1pg •
• • Deck
5.03_ "'
-Ir
:i -
• • • • •
Table 4: Attachment Resistance Expressed as
for Nail -On Systems
a Moment - Mf �ft:IJf . "
• •
• •
Tile
Profile
Altusa 'S' Tile
Fastener Type
2 -10d Ring Shank Nails
1 -10d Smooth or Screw
Shank Nail
2 -10d Smooth or Screw
Shank Nails
1 . #8 Screw
2 . #8 Screws
1 -10d Smooth or Screw
Shank Nail (Field Clip)
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails ( Feld Clip)
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
1 Screw with Altusa Clip (See clip details)
with clip (at the 187.1
Direct Deck
(Min 15/32"
plywood)
28.6
5.1
6.9
28.7
58.2
23.1
29.3
27.6
38.1
Direct Deck....
(Min. 19/32% • •:
plywood) . • • .
•
41.2
6.8
9.2
28.7
58.2
23.1
29.3
27.6
38.1
• Battens
• • •
• • •
•
••••
• •
19.4
2.8
7.3
N/A
26.8
19.0
24.0
38.6
41.8
Altusa "S"
Tile'
Altusa "S"
Tile'
1 Screw
head of tile)
1 Screw with clip (at the
water course of tile)
1. Screw must be installed in the inside nail hole located nearest to the hump of the.tile.
35.2
187.1
35.2
N/A
N/A
NOA No.: 07- 0919.05
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 4 of 7
• •
• •
•
•
•
• •
• •
• •
•
•
•
•
•
Table 6: Attachment Resistance Expressed as a Moment M (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Tii
Profile
Minimum Attachment
Resistance
Altusa 'S' Tile
Adhesive
29.3
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.
Table 7: Attachment Resistance Expressed as a Moment - M (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Tile Application
Profile
•Aftt+sa'S' Tile
•
• -
Polyfoam PolyPromi
• • • Polyfoam PolyProTM
4 _ _ urge paddy placement of 63 grams of P0IyPr�TM.
klediun►paddyyiacement of 24 grams of PolyProTM.
Minimum Attachment
Resistance
66.5
38.7
•
• ••
•
•
•
•• ••
I•••
•'Fable 8: Attachment Resistance Expressed as a Moment - Mt (ft-ibf)
• • • • • • for Mortar Set Systems
• • •• file
_•.- • ' 1phie
,&u$a'S' Tile ..
Tile
Application
Mortar Set'
Attachment
Resistance
24.50
• • •
•• •• • •
• • • • LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami Dade County Product Control Approved ".
aUTUSA MADE IN vENEVELA
IDENTIFICATION MARK FOR ALTUSA 'S' CLAY ROOF TILE
LOCATED UNDERNEATH 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.: 07-0919.05
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 5 of 7
CLIP WITH ONE (1) SCREW
ATTACHED TO DECK
PROFILE DRAWINGS
ALTUSA `S' CLAY ROOF TILE
CLIP DETAILS
'SPANISH S" ••••
TILE BY AL • •
Cn 4
2112a OVERLAP
(COVERS PIN HOLE)
CLIP PLACEMENT DETAIL
CUP
• •
• • •
•• ••
• •
•
•• •
• • •
• •
•
•
•• •
• • •
•
•• •
• • •
• •
SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
DECK
•
NOA No.: 07- 0919.05
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 6 of 7
• • • •
••••
• •
• • •••• • ••
• • .
• • • • •
SCREW (HOLDS
CLIP ONTO DECK)
• • • • • • •
• •
• ••
• • •
••••
•
•• ••••
•
• • • • ••••
• • • ••
• ••
• • • •
• ••••
•
°SPANISH S°
TILE BY ALTUSA
(TYP.)
• • • • CUP PLACEMENT DETAIL
• •
CLIP DETAILS (CON'T)
2 U2° OVERLAP
(COVERS PIN
HOLE)
END OF THIS ACCEPTANCE
SCREW IN THE INSIDE NAIL HOLE
NEAREST TO THE HUMP OF THE TILE
DECK
11/4° 13/4° 3/4°
NOA No.: 07-0919.05
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 7 of 7