BRER2015-003978-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Taltt4 4QumZ
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7125
FAX (760) 777-7011
NSPECTIONS (760) 777-7153
Date: 5/5/2015
Application Number:
BRER2015-0039
Owner:
Property Address:
52820 AVENIDA RAMIREZ
RICHARD GAMBLE
APN:
773323004
P 0 BOX 1446
Application Description:.
GAMBLE / REROOF WITH LIGHT -WEIGHT TILE
LA QUINTA, CA 92253
s
�J
Property Zoning:
Application Valuation:
$12,000.00
D
Applicant:
Contractor:
o T
RICK HART ROOFING
RICK HART ROOFING
38744 EXA ELY ROAD
38744 EXA ELY ROADo
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C=)
HEMET, CA 92544
HEMET, CA 92544
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(951)767-1139
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Llc. No.: 833020
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and'my License is in full force and effect.
License Class: C39 License No.: 833020
D ate: - Contractor: C)G 1
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he orshe is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(1 I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(� I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' '
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
( I I am exempt under Sec. . B.&P.C. for this reason
Date
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate ofconsent to self -insure for workers'
compensation, as provided for by Section 3700 ofthe Labor Code, for the performance
of the w rk for which this permit is issued.
4, 1 have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number:
I certify that in the performance of thework for which this permit is issued, I
shall not employ any person in any manner so as So become subject to the workers'
compensation laws of California, and agree that, i` I should become subject to the
workers' compensation provisions of Section 370C of the L)6or Code, I shall forthwith
comply with th se r visions.
Date:' r _ Applicant:
g"
If I
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINALIPENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLrDGEMENT '
IMPORTANT: Application is hereby made to the B•jilding Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this applicat on is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the Cit/ of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit..
2. Any permit issued as a result of this applicati�)n becomes null and void if work is
not commenced within 180 days from date of issLance of such permit, or cessation of
'work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state I la>:i uilding
construction, and hereby authorize representatives of thcty to enter up a ove•
mentioneed—pro ev_c_
inspection purposes.
D��J Signature (Applicant or Agent): -
A
INFORMATION
• AMOUNT" PAID `PAID. DATE
s, 0 $1.00 $0.00
'•RECEIPT# -C HECK#' ''�" .-•CLTDBY'
J
BSA $1.00 $0.00
' Y
FINANC
s-„ DESCRIPTIONS "ACCOUtNT'QTY
BSAS SB1473 FEE.- 101-0000-20306
'r PAID BY,,',
x
Total Paid forBUILDING STANDARDS ADMINISTRATION
�.
�' = °• r' DESCRIPTION'
r"ACCOUNT.a
QTY
",� AMOUNT.-,
7
' +•
: PAID " n a
PAID�DATE
RE -ROOF - EA ADDITIONAL 1,000 SF
101-0000-42404
0
$11.60
` $0.00
'PAID BY
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METHOD,' i
• ,
RECEIPT_#.
= CHECK #
'CLTD BY
. x :DESCRIPTION .-
=
'ACCOUNT
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"' `%AMOUNT
PAID
PAID DATE -
RE -ROOF - FIRST 2,000 SF
101-0000-42404
0
$49.31
$0.00
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:DESCRIPTION°" "
ACCOUNT
;QTY
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PAID r^
PAID DATE.
RE -ROOF - FIRST 2,000 SF PC
101-0000-42600
0
$98.62
$0.00
PAID_BY ' 4
w.
3 x METHOD
`n
RECEIPT #
CHECK r# 3
CLTD BY
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a
Total Paid for RE -ROOF:
$159.53
$0.00
•
.•
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a
Description: GAMBLE / REROOF WITH LIGHT -WEIGHT TILE
Type: RE -ROOF Subtype:
Status: UNDER REVIEW
Applied: 5/5/2015 SKH
Approved:
Parral Nn: 773323004 Site Address: 52820 AVENIDA RAMIREZ LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 158
Lot: 23 _
Issued:
UNIT 16
Lot Sq Ft: 0 Building Sq Ft: 0
Zoning:
Finaled:
Valuation: $12,000.00 Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0
No. Unites: 0
Details: REROOF WITH EAGLE LIGHT -WEIGHT TILE - #518 TIERRA COTTA GOLD [CRRC: 0918-0002] 2013 CALIFORNIA ENERGY CODE.
ADDITIONAL SITES
CHRONOLOGY
CONDITIONS
DESCRIPTION " " ; , "'ACCOUNT QTY AMOUNT • " a PAID PAID DATE RECEIPT# CHECK# METHOD , .: "'PAID BY CLT
BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
Printed: Tuesday, May 05, 2015 10:53:28 AM 1 of 2 srsreMs
_77
r DESCRIPTION'
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RE -ROOF - EA
101-0000-42404
0
$11.60
$0.00
ADDITIONAL 1,000 SF
RE -ROOF - FIRST 2,000
101-0000-42404
0
$49.31
$0.00
SF
RE -ROOF -FIRST 2 ,000
101-0000-42600
0
$98.62.
$0.00
SF PC
Total Paid forRE-ROOF: $159.53 $0.00
TOTALS:.• • •0
PARENT PROJECTS
REVIEWS
- RETURNED - STATUSI REMARKS -
s f REVIEW TYPE, REVIEWER' SENT DATE DUE DATE DATE - ± NOTES;
Printed: Tuesday, May 05, 2015 10:53:28 AM 2 of 2 CE
SYSTEMS
BOND
INFORMATION
L:
- ATTACHMENTS
Printed: Tuesday, May 05, 2015 10:53:28 AM 2 of 2 CE
SYSTEMS
Bin #
- City of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012.
Building Permit Application and Tracking Sheet
Permit #
(�
Project Address:•� \ I'
wner's Name: dq `.400
A. P. Number:
Address: S
Legal Description:
City, ST, Zip: /_Q s�
Contractor.` r
Q/ r
—Telephone: 2 F7
Address: �C' M12
Project Description:
City, ST, Zip: i
�7
2 Cl \ •1 •, I C
Tel eP h one: S. -7D ....................................................::.
�e �
w +
L t� +� s
State Lic. # : 3 62C) City Lie. #; ' 2
Arch., Engr., Designer:
Address:
City., ST, Zip:
ele h one:
TP '
to
Ste Lic. #:
Con i
struct n Type: e: Occupancy:
Y P Y:
PioJ ect type (circle rcle one • New Add'n Alter Repairai
t Demo
Name of Contact Person:
Sq: Ft.:. o7c3
# Stories:
#Units:
Telephone # of Contact Person:.
Estimated Value of Project: /a2 O()
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan2°.
Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer ImFact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Irees
u
ICC -ES Evaluation Report ESR -1900*
Reissued February 2014
This report is subject to renewal March 1, 2016.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE
PROTECTION
Section: 07 3216—Concrete Roof Tiles
EAGLE ROOFING PRODUCTS, A DIVISION OF
BURLINGAME INDUSTRIES, INC.
3546 NORTH RIVERSIDE AVENUE
RIALTO, CALIFORNIA 92377
(909)822-6000
www.eagleroofing.com
EVALUATION SUBJECT:
EAGLE® AND EAGLELITO INTERLOCKING CONCRETE
ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR
ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA,
DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE,
ARTISAN AND TAPERED ARTISAN
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2012 and 2009 International Building Code® (IBC)
■ 2012 and 2009 International Residential Code® (IRC)
Properties evaluated:
■ Fire classification
■ Weather resistance
■ Wind -uplift resistance
2.0 USES
The Eagle® and Eaglelite® concrete roof tiles installed over
solid sheathing are used as Class A roof coverings in
accordance with IBC Section 1505.2 and IRC Section
R902.1.
3.0 DESCRIPTION
3.1 Eagle® Tiles:
These roof tiles are interlocking extruded concrete roof
tiles composed of Type II portland cement, washed sand,
and proprietary additives and comply with ASTM C1492.
Mineral coloring oxides are mixed with the portland cement
and water for through -color or for surface application
following extrusion. All roof tiles are cured to reach
required strength before shipment. Tiles are manufactured
with 3/4 -inch -wide (19 mm) interlocking sidelaps designed
to resist surface water penetration and maintain proper
alignment. All tiles have protruding head lugs on the
underside, which provide for mechanical attachment over
battens, or provide a stable foundation for nail attachment
to solid decking. Two nail holes are provided for low profile
tiles. Three nail holes are provided for medium and high
profile tiles.
Product designations, dimensions and installed dry
weights are indicated in Table 1. Roof tile profiles are
illustrated in Figure 1.
3.2 Eaglelite® Tiles:
Eaglelite® tiles are produced in the same size, manner and
shapes as the conventional -weight Eagle® tiles described
in Section 3.1, except for substitution of lightweight
aggregates and additives for sand. Product designations,
dimensions and installed dry weights are indicated in
Table 1. Roof the profiles are illustrated in Figure 1.
4.0 INSTALLATION
4.1 General:
Installation of the Eagle® and Eaglelite® concrete roof tiles
must be in accordance with the Concrete and Clay Roof
Tile Installation Manual for Moderate Climate Regions,
dated March 2010, published by the Tile Roofing Institute
and Western States Roofing Contractors Association
(hereinafter referred to as the TRI/WSRCA installation
manual), and recognized in ICC -ES ESR -2015P, except as
otherwise noted in this report. This report and the
TRI/WSRCA installation manual must be available at the
jobsite at all times during installation. The minimum roof
slope on which the roof tiles are installed must be 21/2:12
(20.83%). Care must be taken during field installation to
ensure that horizontal joints are kept parallel to the eave
and vertical joints are at right angles to the eave in order to
ensure uniform contact between the tiles and proper fit.
All cracked and broken roof tiles must be replaced.
Underlayment must comply with and be installed in
accordance with IBC Section 1507.3.3 or IRC Section
R905.3.3, as applicable.
4.2 Adhesive Set Systems:
The roof tiles may be installed with roof tile adhesives that
are recognized in a current ICC -ES evaluation report for
use in concrete roofing tile applications. Installation of tiles
using these adhesive set systems must be in accordance
with the adhesive manufacturers ICC -ES evaluation
report.
4.3 Fire Classification:
When installed in accordance with this report, the Eagle®
and Eaglelite® concrete roof tiles are Class A roof
coverings in accordance with IBC Section 1505.2 and IRC
`Revised June 2014
ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed i
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
in nnv findino nr nthor manor in this ronart nr nc in nnv nrndart --d by rho ronart SIF E
ESR -1900 I Most Widely Accepted and Trusted Page 2 of 4
Section R902.1. When roof tiles are installed with a roof tile
adhesive, installation must be in accordance with
ESR -1709.
4.4 Wind Resistance:
4.4.1 2012 IBC: For ultimate design wind speeds (V„ it) of
130 mph (209 km/h) or less and mean roof heights of
60 feet (18.3 m) or less, tiles must be installed in
accordance with the prescriptive parameters of Table
1507.3.7 of the IBC. For applications beyond these
prescriptive parameters, the tiles and the fastening
systems must be designed in accordance with Figure 1 of
ESR -2015P, Design Considerations for High Wind
Applications Under the 2012 IBC and IRC (ASCE 7-10).
4.4.2 2012 IRC: For basic wind speeds of 100 mph
(161 km/h) or less and mean roof heights of 40 feet
(12.2 m) or less, tiles must be installed in accordance with
the prescriptive parameters of Section R905.3.7 of
the IRC. For applications beyond these prescriptive
parameters, the tiles and the fastening systems must be
designed in accordance with Figure 1 of ESR -2015P,
Design Considerations for High Wind Applications Under
the 2012 IBC and IRC (ASCE 7-10).
4.4.3 2009 IBC and IRC: For basic wind speeds
(3 -second gust) of 100 mph (161 (kmh) or less and mean
roof heights of 60 feet (18 288 mm) or less for the IBC or
40 feet (12 192 mm) or less for the IRC, tiles must be
installed in accordance with the prescriptive parameters of
Table 1507.3.7 of the IBC or Section R905.3.7 of the IRC,
as applicable. For applications beyond these prescriptive
parameters, the tiles and the fastening systems must
be designed to withstand the aerodynamic wind uplift
moment in accordance with the section on Design
Considerations for High Wind Applications in Appendix B
of the TRI/WSRCA installation manual (ESR-2015P)..The
generic required aerodynamic uplift moment, determined in
accordance with Tables 5A through 6D of the TRI/WSRCA
installation manual, must be multiplied by the the factor
ratio in Table 2 of this report to obtain the required
aerodynamic uplift moment for the specific roof tile being
installed. The allowable aerodynamic uplift moment for the
roof tile fastening system selected from Table 7A of the
TRI/WSRCA installation manual, must be equal to or
greater than the required aerodynamic uplift moment for
the specific roof tile being installed. .
4.5 Reroofing:
Eagle® and Eaglelite® tiles may be installed over existing
asphalt shingles, provided the requirements set forth in
'IBC Section 1510 or IRC Section R907, as applicable, are
met. Damaged or rusted flashing must be replaced.
Existing framing must be adequate for the additional load.
Structural data verifying adequacy must be submitted to
the code official. The existing roof must be inspected in
accordance with the requirements of the applicable code.
The roof classification is as noted in Section 4.3.
When reroofing wood shake roofs, existing shakes must
be removed and solid decking and tile must be installed,
as with new construction. -When installation is over
existing spaced sheathing boards, underlayment
complying with the requirements of the applicable code or
an undedayment recognized specifically for this type of use
in an ICC -ES evaluation report, installed with or without
• battens, may be used. One layer of ASTM D226, Type II
(No. 30) felt or approved equivalent undedayment must be
installed on the roof prior to application of tile. Details not
covered under this section are identical to those described
in Section 4.1.
5.0 CONDITIONS OF USE
The Eagle® and Eaglelite® concrete roof tiles described in
this report comply with, or are suitable alternatives to what
is specified in, those codes listed in Section 1.0 of this
report, subject to the following conditions:
5.1 The roof tiles must be installed in accordance with this
report, the applicable code and the TRI/WSRCA
installation manual (ESR -2015P). In case of a conflict
between the installation manual and this report, this
report governs.
5.2 The roof decking and roof framing system must be
designed for the appropriate loads determined in
accordance with the applicable code.
5.3 The tiles are limited to installation on roofs with a
slope of 60 degrees or less from horizontal.
Exception: Installation on roof slopes exceeding 60
degrees from the horizontal require an approved wind
clip on the bottom edge of each the in addition to two
fasteners per tile.
5.4 The Eagle® and Eaglelite® concrete tiles are produced
at the manufacturing facilities specified in Table 1
under a quality control program with inspections by
ICC -ES.
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC -ES Acceptance Criteria
for Clay and Concrete Roof Tiles (AC180), dated February
2012.
f�t1• I _�] _� t 1 � Id_� LSI � 1
Each Eagle field tile is imprinted with the EAGLE logo
(see Figure 2). Tiles produced at the Sumterville, Florida,
plant have the EAGLE logo and "FLORIDA" (see Figure 3)
imprinted on each field tile. Each Eaglelite tile is identified
by the product name "Eaglelite" on a tag and a light-
colored strip across the headlap area. Each shipping pallet
must have a label bearing the Eagle Roofing Products
name; the the designation; manufacturing location and
address; color; quantity of tiles per pallet; production date;
installed weight; and the evaluation report number
(ESR -1900).
ESR -1900 I Most Widely Accepted and Trusted Page 3 of 4
,T
TABLE 1—TILE DIMENSIONS, INSTALLED WEIGHTS AND MANUFACTURING FACILITIES
For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2.
'Installed dry weight is based on a 3 -inch headlap.
2All dimensions are nominal.
TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS
TILE DISIGNATION
TILE FACTOR
DIMENSIONSZ INSTALLED DRY WEIGHT'
TILE DESIGNATION
PROFILE
(inch) (psf) MANUFACTURING
Malibu
1.486
LENGTH WIDTH Eagle® Eaglelite® FACILITY
Bel Air, Estate, Double Eagle Bel Air,
8.8 Sumterville, Florida
Capistrano
High
Eagle, Artisan, Tapered Artisan
9.0 5.7 Rialto & Stockton, California
9.0 — Phoenix, Arizona
7.7 — Sumterville, Florida
123/8 9.03 5.5 F:ialto & Stockton, California
Malibu
Medium
17
9.03 — Phoenix, Arizona
_ Phoenix, Arizona &
9.7
Bel Air, Estate, Double Eagle Bel Air,
Ponderosa, Double Eagle Ponderosa,
Flat (Low)
Sumterville, Florida
Golden Eagle, Artisan and Tapered
Artisan
9.7 7.2 Rialto & Stockton, California
For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2.
'Installed dry weight is based on a 3 -inch headlap.
2All dimensions are nominal.
TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS
TILE DISIGNATION
TILE FACTOR
TILE FACTOR RATIO'
Capistrano
1.463
1.040
Malibu
1.486
1.056
Bel Air, Estate, Double Eagle Bel Air,
Ponderosa, Double Eagle Ponderosa, Golden
1.468
1.043
Eagle, Artisan, Tapered Artisan
For SI: 1 inch = 25.4 mm
s
'.Tile factor ratio = Tile factor / Base tile factor of 1.407 ft3. See Section 4.4.3 of this report and Appendix B of the TPI/WSRCA installation
manual for additional details.
ESR -1900 I Most Widely Accepted and Trusted Page 4 of 4
n'
n „
8
21,7
\ ,2 8R• —I
Capistrano Tile Malibu Tile Capibtrano/Malibu Trim Tile
10,
\ \\\
,r tr 1r
f i
1 Ib• 11/4' 1 174•
—^ \��12 99• •r \' f12 9B• - �^ \—�12 91B• .
Bel Air/Artisan Tile Double-Eacje Be[ Air Tile Estab Tie
N• \ 17• 17•
i
\ , 1/4•
1 ,k
N , ta•
f ta-
\r f,zW
101/2• �.
Artisan Tapered Slate Tile
Ponderosa Tile
Double -Eagle Ponderosa Tile
Golden Eagle Tile
r\
Tom\
9 12• 67/8•
0
11 Wr \15
Smooth Ridge Trim Tile Smooth Rake Trim Tile Brushed Ridge Trim Tile Brushed Rake Trim Tile
FIGURE 1- FIELD TILE AND TRIM UNITS
�
�
�AGLEe
ROOFING PRODUCTS
FIGURE 2 - EAGLE ROOFING PRODUCTS LOGO FIGURE 3 - FLORIDA LOGO
ICC -ES Evaluation Report ESR -1900 CBC and CRC Supplement*
Reissued February 2014
This report is subject to renewal on March 1, 2016.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
Section: 07 32 16—Concrete Roof Tiles
REPORT•HOLDER:
EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC.
3546 NORTH RIVERSIDE AVENUE
RIALTO, CALIFORNIA 92377
(909) 822-6000
www.eag ieroofii n a.com
EVALUATION SUBJECT:
EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, ESTATE,
DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE ARTISAN AND TAPERED
ARTISAN.
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that the Eagle® and EagleLite® Interlocking Concrete Roof
Tiles, recognized in ICC -ES master evaluation report ESR -1.900, have also been evaluated for compliance with the codes
noted below.
Applicable code editions:
■ 2013 California Building Code (CBC)
■ 2013 California Residential Code (CRC)
` 2.0 CONCLUSIONS
2.1 CBC:
The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR-19CD, may be used where a
Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2,
or a Class C roof covering complying with CBC Section 1505.1.3 is required, provided installation is in accordance with the
master report and the additional requirements of CBC Sections 1507.3.10 and 1512.
The roof tiles may be used in the construction of new buildings located in a Fire Hazard Severity Zone within State
Responsibility Areas or any Wildland-Urban Interface Fire Area, provided installation is in accordan-ce with the master report
and the additional requirements of CBC Sections 701A.3 and 705A.
•2.2 CRC:
f The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR -1900, may be used where a
Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2,
or a Class C roof covering complying with CRC Section R902.1.3 is required, provided installation is in accordance with the
master report and the additional requirements of CRC Section R905.3.
The roof tiles may be used in the construction of new buildings located in any Fire Hazard Severity Zone within State
' Responsibility Areas or Wildland–Urban Interface Fire Area, provided installation is in accordance with the master report and
the additional requirements of Sections R327.1.3.1 and R327.5 of the CRC.
The products recognized in this supplement have not been evaluated for compliance with the Interoational Wildland–Urban
Interface Code®.
This supplement expires concurrently with the master report reissued February 2014, revised June 2014.
*Revised June 2014
ICC -6S Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to ee construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express o: implied, as
f
r
IMES Evaluation Report ESR -1900 FBC Supplement*
Reis -sued February 2014
This report is subject to renewal March 1, 2016.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543, A Subsidiary of the International Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
Section: 07 32 16—Concrete Roof Tiles
" REPORT HOLDER:
EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC.
3546 NORTH RIVERSIDE AVENUE
RIALTO, CALIFORNIA 92377
(909)822-6000
www.eagleroofing.com
EVALUATION SUBJECT:
EAGLE® AND EAGLELITO INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, ESTATE,.
DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE, AR1fISAN AND TAPERED
ARTISAN.
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose�of this evaluation report supplement is to indicate that the Eaglee and EagleLite® Interlocking, Concrete Roof
Tiles, recognized in ICC -ES master evaluation .report ESR -1900, have also been evaluated for compliance with the codes
noted below. _
Applicable code editions:
■ 2010 Florida Building Code—Building
` ■ 2010 Florida Building Code—Residential
2.0 CONCLUSIONS
The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in Sections 2.0 through 7.0 of in the master report
ESR -1900 comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code --Residential, provided
the design and installation are in accordance with the International Building Code® provisions noted fin the master report, and
the following condition applies:
The Eagle® and EagleLite® Interlocking concrete roof tiles must be installed in accordance with the recommendations of
the FRSAITRI 07320 Installation Manual with the nominal design wind speed (Vasd) determined in accordance with Section
1609.3 of the 2010 Florida Building Code—Building.
Use of the concrete roof tiles described in the master evaluation report for compliance with the High Velocity Hurricane
Zone provisions of the 2010 Florida Building Code—Building, and the 2010 Florida Building Code—Residential has not been
evaluated and is outside the scope of this supplement.
For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official when the report holder does nota possess an approval by
the Commission).
This supplement expires concurrently with the master report reissued February 2014, revised June 2014.
*Revised June 2014
ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they tc be construed
asan endorsement of the subject ofthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express it implied, as
Jo nnv rndino nr nther man- in thi.c,rcnnrl nr nc to nnv nrndnrt rnvered by the rannrt
1
STATE OF CALIFORNIA
RESIDENTIAL ALTERATIONS
CEC-CFIR-ALT-01-E Revised 06/14 CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE CFIR-ALT-01-E
Prescriptive Residential Alterations (Page 1 of 4)
Prosect Name: Date Prepared:
A. GENERAL INFORMATION
01
02
01
Project Name: GC, M61 .Q.-
02
Date Prepared: �.-.,"0�,'4
03
Project Location: S q An') (I �.%L 'Z
04
Building Front drientation'(deg or cardinal):
05
CA City:
06
Number of Akered Qwelling Units 1
07
Zip Code:
08
Fuel Type,
09
Climate Zone:.
10
Total„Conditioned Floor Area'(ft2):� d
11
Building Type
12
1 Sfab;Aiea(ft2)��
13
Project Scope: ooh �� lJi e i -� S
_
j i
B. BUILDING INSULATION DETAILS (Section 150.2(b)1) r ...,
01
02
03
04
05
06 1 08. "OtO9
10
11
Tag/ID
Assembly Type
Frame
Type
Frame
Depth.
(inches)
Frame
Spacing
(inches)
Proposed � 4
Required
Comments
1 4 `;�A'ppendix
Continuous
I; r
Cavity &Insulation
R -value -value i U<factor
1A4
Reference
LI -Factor
Table, Cell
Pitch
Exception
.0 +�F`rgduct Type ,
it
Reflectance Reflectance Emittance (Optional) Reflectance Emittance (Optional)
196 1 Bey X
'`� V''r
.17
NOTESR ..
C. ROOF REPLACEMENT (Prescriptive Alteration, Son150.2(b)1H)�
t
01
02
03
04 g;14 # 05!y,
06
+(J k07 08 1 09 1 10 11 1 .12 13
�`
'�ct
R -value
All
�� Proposed Minimum Required
1L nitial Solar Aged Solar Thermal SRI Aged Solar Thermal SRI
Method of
Roof
CRRC P,rod'uD
( Number
on
Insula
Compliance
Pitch
Exception
.0 +�F`rgduct Type ,
it
Reflectance Reflectance Emittance (Optional) Reflectance Emittance (Optional)
196 1 Bey X
'`� V''r
.17
NOTESR ..
• Roof area covered by, builaing,integrated pl otovoltai panels and solar thermal panels are exempt from the above Cool Roof requirements.
• Liquid field applied oatings must comply with stallation criteria from section 130.8(i)4.
Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014
STATE OF CALIFORNIA.
RESIDENTIAL ALTERATIONS
CEC-CFIR-ALT-01-E Revised 06/14
CERTIFICATE OF COMPLIANCE
Prescriptive Residential Alterations
Proiect Name: t�nG' .,i►
CALIFORNIA ENERG
Date Prepared:
CFIR-ALT-01-E
(Page 4 of 4)
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.,, "
D^sum t t ion ^,tor Pjarhe,
Du,Lumeiilailuii Audiuj 3ignaiui U.
Comps :
Signature Date:
C L
Address:
�A
CEA/ HERS Certification Ideniificat onti(if ap licable): '
A
City/State/zip: /
� �
Phone:
rn �
RESPONSIBLE PERSON'S DECLARATION STATEMEN
I certify the following under penalty of perjury, under the laws of the State of California:
Compliance is
1. The information provided on this Certificate of true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibili for the buildingd,ef,-nor system design identified on this Certificate of Compliance (responsible
designer).
3. That the energy features and performance specifications, materials, components, and manufactured d`evic` for the building design or system design identified on this Certificate of
lat''ions
Compliance conform to the requirements of Title 24, Part land Part 6 off the California Code ofrFieg 'i►
4. The building design features or system design features identified on this Certificate of C6mpliance are consistentwlth.ttie information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the en o cement agencyfor, approval with this building permit application.
p mit(s) for
S. I will ensure that a registered copy of this Certificate of Compllance,s'hall be made;available with the building issued the building, and made available to the enforcement agency
of of Compliance be documentation builder to
for all applicable inspections. I understand that a registered cop this Certificat is requiieed'to included with the the provides the building
occupancy.
owner at
Responsible. Designer Name: _ t Re3ponsibleDesigner Signature:
Company :Date
Signed: -
Address '
License:
City/State/Zip: N& V°"
Phone:
For assistance or -questions regarding. the Energy Standards, contact the Energy Hotline at: 1-800-772-3300.
Registcation Number: Registration Date/Time:-
CA Building Energy Efficiency Standards - 2013 Residential Compliance