RF-13-2735Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 206698 Permit Number: RF -12 -13 -2735
Scheduled Inspection Date: February 12, 2014 Permit Type: Roof
Inspector: Rodriguez, Jorge
Inspection Type: Final Roof
Owner: KUTCHER, GARY Work Classification: Repair Roof
Job Address: 386 NE 92 Street
Miami Shores, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
comments
Phone Number
Parcel Number 1132060136420
Phone: (305)953 -3333
REPAIR LEAK AT CHIMNEY AREA AND REPAIR LEAK AT
REAR TILE ROOF INSPECTOR COMMENTS False
Inspector Comments
Passed ' CREATED AS REINSPECTION FOR INSP- 204012. NO LADDER
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 11, 2014 For Inspections please call: (305)762 -4949 Page 24 of 39
q53�
,aa
i3
3j
Miami Shores Village "Y'rVI
Building Department DEC ® 6 2013
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��'
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20
BUILDING
PERMIT APPLICATION
Permit Type: WELDING
JOBADDRESS: 386 N.E. 92 Street
Permit No.
Master Permit No. A F 10 Z
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel #: 11-3206-013-6420
Is the Building Historically Designated: Yes
NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): Gary S. Kutcher Phone#: (3 0 5) 756-6858
Address: 386 N.E. 92 Street
City: Miami Shores State. Fl Zip. 33138
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: Quality Roofing Contractor, Inc. Phone#: (305) 953 -3333
Address:
13800 N.W. 1st Avenue
City: Miami
Fl Zip: 33168
Qualifier Name: Carlos Arocho Phone #: ( 786) 367 -2029
State Certification or Registration #: RC0058627 Certificate of Competency #: 000017889
Contact Phone#: ( 305) 953 -3333 Email Address: qualityroof ing88 @yahoo. c:ont
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 2,000-00 Square/Linear Footage of Work: 100sgft.
Type of Work: OAddition OAlteration ONew MRepair/Replace ODemolition
Description of Work: Repair leak at chimney area.
Repair leak at rear tile roof.
Color thru tile:
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 $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
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 app r a reinspection fee will be charged. '
Signatur Signature
Owner or Agent \ 1 Contractor
The foregoing instrument was acknowledged before me this 2-5 The foregoing instrument was acknowledged before me thisaB
day of N - , 2013 - bylo,.5 ACVC,42
who is person known to me or who has produced who is personal known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: 4
Print:
My Commission
APPROVED BY
MARY= HERNANDQ
MY COMMISSION 9 FF05M
EXPIRES: October 10, 2017
q0WW%UW"PdH6UaWbM
Plans Examiner
as identification
NOTARY PUBLIC:
Sign: 17
Print:
My Commission
did take an oath.
MARYL0UfqjjjjFE-Z�—
My COMMISSION# FF06M
EXPIRES: October 10, 2017
Bonded 11w �Pp U�ere
Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /O7)(Revised 06110/2OO9)(Revised 3/15/09)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DECEMBER 10, 2013
Permit No: RF13 -2735
Building Critique Review
1. Provide section E tile calculations
2. Specified design wind pressure on section D
3. specified tile attachment.
Ismael Naranjo
Building Official
Plan review is not complete, when all Items above are corrected, we will do a complete
plan review.
If any sheets are voided, replace them with new revised sheets and place behind the most
current page.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT* DATE:
(NAME)
WCtntractor
• Owner
• Architect
Picked u 2 sets of lans and (other)
Address:
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to
Miami Shores Village Building Department to continue permitting process.
Acknowledged by:
(Signature)
PERMIT CLERK INITIAL: '_10 V,
RESUBMITTED DATE: /-Y//
PERMIT CLERK INITIAL:
I . 6
. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES . ,.
DEC 0 5 200
Florida Building Code Edition 2010
eiocity Hurricane Zone Uniform Permit Application Form. CIT
Process
JobAddren :. N.E. 92 Street
ROOF CATEGORY
• Low Slope
• Asphaltic Shingles
0 New Roof 0 Reroofing
Low Slope Roof Area (SF)
0 Recovering IN Repair
ROOF SYSTEM
INFORMATION
0 Mortar /Adhesive Set Mle
0 WOW Shingle"hakes
0 Maintenance
Steep Sloped Roof Area (SF)1 0 0 s g f t .Total (SF) 10 0 s g f t.
Section B (Roof Plan)
Sketch Roof Flan: Illustrate all lev ®is 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
parepm
15.34 2010 FLORIDA BUILDING CODE — BUILDING
ROOF AtSEPABLIES AND ROOFTOP STRUCWRES
Florida Building Code ldMon 20'10
1{igh -VWwky Hwrldwe Zorn UnNom Permit 4pikagon Form
*Existing Tile Roof* Section ® (%OR Sj9 ' _ d Roof Systelnl
Roof System Manufacturer; Santafe Tile Corporation
Notice of Acceptance Number: 10-1005.15
P
:
•
•
•
r
a
•
•
:
•
•
•
:
e
■
Minimum De41gn W11nd Pressures, If Applicable (Prom RAS 127 or
CalcuiationsP: _ /A P2: PS: 7-A
•
Root Slope:
12
•
0
o
P
•
■
0
a
P -
•
r
■
•
•
e
•
:
TypeUnderiayment 301b. ASTM D -226
Insulation: I N/A
i°ire Barrier: N/A
Ridge V ®n4ii N nA? teener Type & Spacing: " R / S nails...
Adhesive Type: 90lb_ ASTM /PG500 MB Flash
'Type Cap Shost 901b. ASTM
�tieaat Roof Height 13' Etoof Covering: Spanish S Clay Tile
Type & Size 3 X 3 2 6 a.
Drip Edge:
2010 FLORIDA BUILDING CODE — BUILDING
95.36
e
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
%ff ta Fb Til& High-Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or Compare the values for Mr with the values fromMp If the Mfvalues are greater than or
equal to the Mr values, for each area of the roof, then the tilt attachment method is acceptable.
Method I "Moment Based Tile Calculations Per RAS 127"
(Pt: 39.1 x 1l Z �� a�� - MgJ+ -_ = Mrt - Product Approval Mf 2B.5
(p2 -6B,.1 x a .297 Product Approval Mf 2B.5
(P,. 1jM.7x .297 = 2L fl - Mg: 5.f 2 = Mr3 Product Approval Mf 2B.5
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance 04) From Table Below Product Approval M f
Mr required Moment Resistance*
Mean Roof Height -s
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
322
34.4
36.0
37.4
39.8
4:12
30.4
322
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.4
34.8
6.12
26.4
28.0
29.4
30.5
324
7:12
24.4
25.9
27.1
282
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 forF with the values fore .If the F'values aregreatertban orequal to the Frvalues,
for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Bassi Tile Calculations Per RAS 127"
(Pt:
x L
- x W: - W.
x cos 8
= Fri.
(P2:
x L
= x W: - W:
x C030
= Fry
(P3:
x L
= x w: _ ) - W:
x cos t7
= Fr3
Product Approval F'
Product Approval V '
Product Approval F
Where to
Obtain Information
Description
Symbol
Where to find
Design pressure
P1orP2orP3
RAS 127TableIorbyanengiueednganalysis prepared byPBbasedonASCE7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
d
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M&
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = 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
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 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 ant the
contractor. xfrfained. --
Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
pro ing 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.
AT Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be
renail in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
--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
o%er should notify the occupants of adjacent units of roofing to be performed.
'lam
A. _��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.
y . Ponding water: The current roof system and /or deck of the building may not drain well and may
`r cau 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
ongi I roofing system is removed. Pounding conditions should be corrected.
Overflow scuppers outlets): It is required that rainwater flows off so that the roof is not
6�� PPe (� )
overloaded from a buildup of water. Perimetededge 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.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall hot be
redu may be beneficial to consider additional venting which can result in extending the service life of the
OhnedAgent's ' na Contractor Signature Date
S.
Revised on 7/912009 LD
COUNTY
MIAMI -DADS COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474
T(786)315-2590 F (786) 315.2599
NOTICE OF ACCEPTANCE (NOA) www- miamidade.sov/buildina/
Santafe Tile Corporation
8825 NW 9e Street
Medley, FL 33178
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 Section 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
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. BORA 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:_S"tafe_S anish `S'- Clay ItobfTile
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- 0626.03 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
APPItOYF.£r j
NOA No.: 10-1003.15
Rxpiration Date: 02/01/16
Approval Date: 01/06/11
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Ca o :
Roofing
Sub - Category:
Roofing Tiles
Material;
Clay
Deck Tyne:
Wood
s •
1. SCOPE
This approves a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured by
Santafe Tile Corporation in Bogota, Colombia 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
Manufadured by
Test
Product
tic t Dimensions
Specifications
I wcription
Santaf6 `S' Clay L =18"
TAS 112
One piece high profile clay roof tile equipped
Roof Tile W =11.1"
with two nail holes. For nail -on, mortar set
and adhesive set applications.
Trim Pieces I = varies
TAS 112
Accessory trim, clay roof pieces for use at
w = varies
hips, rakes, ridges and valley terminations.
varying thickness
Manufactured for each file profile.
2.1 SUBMITTED EVIDENCE
Test AFe ncv
Test Identf8er Test Name/Report Date
The Center for Applied Engineering, Inc.
94 -156 -8
TAS 101 Aug. 1994
94 -156 -9
TAS 102
The Center for Applied Engineering, Inc.
25- 7205 -1
TAS 101 March 1995
The Center for Applied Engineering, Inc.
Project: 07- 07 -00 -91 TAS 100 Sept. 1994
(307023)
Redland Technologies
7161 -03
TAS 108 Dec. 1991
Appendix 11 (Nail -On)
Redland Technologies
7161 -03
Static Uplift Testing Dec. 1991
Appendix III TAS 102 & TAS 102(A)
NOA No.: 10- 1005.15
Expiration Date: 02/01/16
Approval Date: 01/06/11
Page 2 of 5
Test Agency
Test Identifier
Test NamelRenort
Date
Redland Technologies
P 0402
Withdrawal Resistance
Sept. 1993
0.958
Testing of Screw vs
smooth shank nails
Redland Technologies
P 0647 -01
TAS 108
Aug. 1994
(Mortar Set)
Redland Technologies
P 0631 -01
PA 108
July. 1994
(Mortar Set)
Celotex Corporation Testing Services
520305 -01 thru 05
PA 102
June 1999
IBA Consultants, Inc.
2353 -4
Restoring Moment
Aug. 1999
PRI Asphalt Technologies, Inc.
SFTC- 003 -02-01
TAS 101
12/06/02
IBA Consultants, Inc.
2353 -70
TAS 101
09/22/03
IBA Consultants, Inc.
2353 -71
TAS 101
09/22/03
IBA Consultants, Inc.
2353 -93
ASTM C 1167
07/18/05
I LINIITATIONS
3.1 Fire classification is not part of this acceptance.
32 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,
3A 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. WTALLATIm
4.1 Santa& 'S' 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)
1
Santafe 'S'
6.7
1.5
0.958
?�P °ROVED
NOA No.: 10- 1045.15
Expiration Date: 02/01/16
Approval Date: 41/06/11
Page 3 of 5
,r
Table 2: Aerod namic Multi 1 m-,
ft
Tile
Profile
A. (ft)
Batten Application
% (ft)
Direct Deck
1
Santafe 'S'
0.274
0.297
Table 3:
Restoring
Moments due to Gravity - M ft -Ib
Tile
Profile
2 ":12"
3 11:12"
4 ":12"
5 ":12"
6 ":12"
T' :12" or
greater
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
1
Direct
Deck
1
Battens
Direct
Deck
Battens
Direct
Deck
1
Santafe'S'
1 5.93
1 5.90
1 5.85
5.82
5.73
L 5.89
5.56
5.53
5.32
6.29
1 5.03
5.00
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf)
for Nail -On S tams
Tile Profile
Fastener Type
Minimum Attachment
Resistance
Direct Deck
Tile Bond
Battens
Santafe 'S'
2 -10d Ring Shank Nails
2 See manufactures component approval for Installation requirements.
21.8
3 Fie)dbie Product, Inc. Average weight per patty 10.4 grams.
N/A
One #8 Screw
29.16';7-
9.16
N/A
Two #8 Screws
38.28
N/A
One #8 Screw w/ Clip
57.3l-2
N/A
Two #8 Screws w/ Clip
57.60
61.77
1. Approved screws as noted'Product manufactured by others'.
2. When using one screw it must be installed in the Inside hole located nearest to the hump
of the tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Santafe'S'
Tile Bond
38.9
Poi am Polypro AH 16OTM
28.6
2 See manufactures component approval for Installation requirements.
23.6
3 Fie)dbie Product, Inc. Average weight per patty 10.4 grams.
4 Polylbarn Product Inc. Average weight per patty 9.4 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Sin le Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Santafe 'S'
Pol foam Polypro AH 160TH'
63.8
Pol foam PolyproAH 160Tm
61.9
5 Paddy placement of 63 grams of Polypro AH 160T"'.
23.6
6 Paddy placement of 24 grams of PolyproAH 160TM.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Mortar or Adhesive Set S tams
Tile
Tile
Attachment
Profile
I
Application
Resistance
Santafe 'S'
Mortar Set
23.6
NOA No.: 10- 1005.15
EcQuHry Expiration Date: 02101/16
�gnayglj ��] Approval Date: 01/06/11
Page 4 of 5
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
shown below, or following statement: "Miami -Dade County Product Control Approved ".
SANTA FE TM. MADE IN COLOMBIA
LABEL FOR SANTA FE SPANISH 'IS" CLAY ROOF TILE
6. BUILDING PERmT 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.
11
ftonLE DRAWING
>_1
When using one screw
-- Is this hole.
"SANT"t S" CLAY ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 10-1005.15
Expiration Date: 02/01/16
Approval Date: 01/06/11
Page 5 of 5