11-0662 (AR)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
11-000006621
Property Address:
79695 LIGA
APN:
772-180-053- - -
Application description:
ADDITION - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
60438
Applicant:
4z:��Vr
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENWCO
TRACTOR'S DECLARATION -
I hereby affirm under penalty of perjur hat I under provisions of Chapter 9 (commencing with
Section 7000) f Division 3 of the B i ss an nals Code, and my License is in full force and effect.
License ass: 1B License No.: 867583
Date: `' Contractor:
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 or she 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.).
(_ 1 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 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:
LQPERAIIT
Owner:
WHITE ELIZABETH & MIKE
79695 LIGA
LA QUINTA, CA 92253
(
Contractor:
MORRIS CONSTRUCTION
51200 CALLE PALOMA
LA QUINTA, CA 92253
(760)272-9292
Lic. No.: 867583
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/14/11
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I 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 EXEMPT Policy Number EXEMPT
_ I certify that, in the performance of the rk for which this permit is issued, I shall not employ any
person in any manner as to b o subject to the workers' compensation laws of California,
I�2 I and agree that, if I h d becom s cta workers' compensation provisions of Section
fl77 3700 of the Labor , I shall f rt t co ply with those provisions.
.Date: r Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMP61SATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$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 ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application 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 City
of La Quinta, its officers, agents and employees for any act or mission related to the work being
performed under or following issuance of this permit.
2, Any permit issued as a result of this application becomes 11 d void if work is not commenced
within 180 days from date of issuance of such p mit, o ces tion of k for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that th a o e infor do is orre . I agree to comply with all
city and county ordinances and state laws relating to buil onstructi n, here y authorize representatives
00pf this county to e�ntee pon the above-mentioned propert o ins 'o p
Date: Zr nature (Applicant or Agent):
Application Number . . . . . 11-00000662
Permit
. . . . .
BUILDING PERMIT
Additional
desc .
Permit Fee
. . .
464.00
Plan Check Fee
301.60
Issue Date
Valuation . . . .
60438
Expiration
Date
3/12/12
Qty Unit Charge
Per
Extension
BASE
FEE
414.50
11.00
-----------------------------------------------------------=----------------
4.5000
THOU BLDG
50,001-100,000
49.50
Permit
ELECT - ADD/ALT/REM
Additional
desc .
Permit Fee
41.25
Plan Check Fee
10.31
Issue Date
. . . .
Valuation . . . .
0
Expiration
Date
3/12/12
Qty Unit Charge
Per
Extension
1.
BASE
FEE
15.00
750.00
----------------------------------------------------------------------------
.0350
ELEC
NEW
RES - 1 OR 2 FAMILY
26.25
Permit
GRADING PERMIT
Additional
desc'. .
Permit Fee
. . . .
15.00
Plan Check Fee
.00
Issue Date
. . . .
Valuation
0
Expiration
Date ..
3/12/12
Qty Unit Charge
Per
Extension
----------------------------------------------------------------------------
BASE
FEE
15.00
Permit
. . . . . MECHANICAL
Additional
desc .
Permit Fee
. . . .
39.50
Plan Check Fee
9.88
Issue Date
. . . .
Valuation
0
Expiration
Date
3/12/12
Qty Unit Charge
Per
Extension .
BASE
FEE
15.00
1.00
9.0000
EA MECH
FURNACE <=100K
9.00
1.00,
9.0000
EA MECH
B/C
<=3HP/100K BTU
9.00
1.00
------------
6.5000
------------------------------------------------------------
EA MECH
VENT
FAN
6.50
Permit
. . .
PLUMBING
Additional
desc .
LQPERAIIT
Application Number .
. . . . 11-00000662
Permit . . . . .
PLUMBING
Permit Fee . . . .
46.50 Plan Check Fee
11.63
Issue Date . . . .
Valuation . . .
. 0
Expiration Date . .
3/12/12
Qty Unit Charge
Per
Extension
BASE FEE
15.00
3.00 6.0000
EA PLB FIXTURE
18.00
1.00 7.5000
EA PLB WATER HEATER/VENT
7.50
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
1.00 3.0000
=-----------
EA PLB GAS PIPE 1-4 OUTLETS
3.00
-------------- 7 -------------------------------------------------
Special Notes and Comments
694 SF (759 GROSS) CASITA
ADDITION. TYPE
V -B CONSTR. R-3 OCCUPANCY. 2010 CODES.
----------------------------------------------------------------------------
Other Fees . . . . .
. . . . BLDG STDS ADMIN (SB1473)
3.00
ENERGY REVIEW FEE
30.16
STRONG MOTION (SMI) - RES
6.04
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total
606.25 .00 .00
606.25
Plan Check Total
333.42 .00 .00
333.42
Other Fee Total
39.20 .00 .00
39.20
Grand Total
978.87 .00 .00
978.87
LQPMNIIT
Bin #
Permit # ,L
Project Address: . �p�} �,/ tGR
City of La Quinta
Building 8L Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Owner's Name: /�1
A. P. Number: -7-7
Address:
Legal Description: T ?j
2_44'ia 4o
City, ST, Zip:
Contractor.
J
.,
;�1iaR `'tiff }'j ..
Telephone:eta.� rca::y �,,,�:
Address:
Project Description:
City, ST, Zip:
-A1Jbks, r.x --Fo
Telephone:
p Nt
..:J 4:S ,ulQnl:;
State Lic. # : City Lic. 0:
Arch., Engr., Designer
Address:
City, ST, Zip:
Telephone:7po • �j .'/�,•1 s '
State Lic. #:
i��., . „ �N, ,•„•
Name of Contact Persons PC�-
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:7&C) # Stories: / # Units:
Telephone # of Contact Person: 0 - <:f61
7
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKINGPERMIT
FEES
Plan Sets
Plan Check submitted
item Amount
Structural Cala.
Reviewed, ready for o dons
r
Plan Check Deposit
Truss Cala.
Called Contact Pe n
Plan Check Balance
Title 24 Cales..
Plans picked up
TIT
Construction
Flood plain plan
Plans resubmitted
/
Mechanical •
Grading plan
21! Review, ready for correctionsrlMe
Electrical
Subcootactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
?,S
S.M:I.
H.O.A. Approval
Plans resubmitted
Q ��
Grading
IN HOUSE:-
''' Review, ready for correctio �ssne
Developer Impact Fee
Planning Approval
Call tact Person
`
A.I.P.P.
Pub. Wks. Appr
ate of permit is,
School Fees
V
Total Permit Fees
SY. SWAG c d g Iolll
Rla - SrK M+ft W,0. 0
O
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under
500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq:
in the amount of $2.97 X 694 S.F. or $2,061.18 have been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.
Fees Paid By CC/BOA-Roper Morris Check No. 433712636
Name on the check Telephone 760-272-9292
Funding Residential
By Dr. Sharon P. McGehee
Superintendent
Fee collected /exemp y Sh O Lentity
y ' $t1•o0 Pa ment Recd a $2,061.18hOver/UndbrSignaturecNOTICE: Pursuant to Government Code Section 66020to ofrfy you that the 90 -day approval period in which you may protest the fees
or other payment identified above will begin to run from e , uilding or installation permit for this project is issued, or from the date on
which those amounts are paid to the Districts) or to anoorized to collect them on the District('s) behalf, whichever is earlier.
NOTICE: This Document NOT VALID without embossed seal
Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting
\i.
CERTIFICATE OF COMPLIANCE
Desert Sands Unified School District
4�J�NFIEDIsi-�
47950 Dune Palms Road
¢ BERMUDA DUNES O
Date
9/14/11
La Quinta, CA 92253'
RANCHO MIRAGE CJ
INDIAN WELLS r
No.
31103
(760) 771-8515
DESEW
��},L F LA LM QUINTA �y
��INOIO
.
y�
0
Owner
Michael & Elizabeth White
APN #
t
776-180-014 r
Address
79695 Liga
Jurisdiction
La Quinta
City
La Quinta Zip
Permit #
Tract #
No. of Units
1
Type
Residential Addition
Lot # No. Street
S.F. Lot # No.
Street S.F.
Unit 1
79695 Liga
694 Unit 6
Unit 2
Unit 7
Unit 3
Unit 8
Unit 4
Unit 9
Unit 5
Unit 10
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under
500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq:
in the amount of $2.97 X 694 S.F. or $2,061.18 have been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.
Fees Paid By CC/BOA-Roper Morris Check No. 433712636
Name on the check Telephone 760-272-9292
Funding Residential
By Dr. Sharon P. McGehee
Superintendent
Fee collected /exemp y Sh O Lentity
y ' $t1•o0 Pa ment Recd a $2,061.18hOver/UndbrSignaturecNOTICE: Pursuant to Government Code Section 66020to ofrfy you that the 90 -day approval period in which you may protest the fees
or other payment identified above will begin to run from e , uilding or installation permit for this project is issued, or from the date on
which those amounts are paid to the Districts) or to anoorized to collect them on the District('s) behalf, whichever is earlier.
NOTICE: This Document NOT VALID without embossed seal
Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting
\i.
C�IRUS -..
COURSE HOMEOWNERS ASSOCIATION
NOTICE OF APPROVAL
Michael & Elizabeth White
2600 2nd Ave Ste 2304
Seattle WA 98121
RE: 79695 Liga
Dear Michael & Elizabeth White:
July 18, 2011.
Your Request for an arcN=fural change has beer. approved. Specifically, you have approval to proceed with the following:
Request to install casita to front of property; includes landscaping change.
Committee reviewed the request with plans and made the following comments. Window specs may be one of the submitted
designs so long as the windows are installed per specifications and keep with the style of the surrounding homes. Additionally,
a copy of the building permit will need to be submitted. A defined schedule for construction needs to be submitted.
We reserve the right to make a final inspection of the change to make sure it matches the Request you submitted for Approval. Please
follow the plan you submitted or submit an additional Request form if you cannot follow the original plan.
Your approval is conditional with the stipulation of the following:
You must follow all local building codes and setback requirements when making this change. A Building Permit may be needed. This
can be applied, for at the City offices.
Our approval here is only based on the aesthetics of your proposed change. This approval should not be taken as any certification as to
the construction worthiness or structural integrity of the change you propose. If applicable, please be aware that you are responsible
for contacting the appropriate utility companies before digging.
Thank you for submitting your application and we look forward to receiving your notice of completion upon commencement of
completed work. For your convenience a "notice of completion" document has been attached,
We appreciate your cooperation in submitting this Request for Approval. An attractive Community helps all of us get Ihe.fnll valutN
from our homes when we decide to sell.
Sincerely,
Citrus Co HOA
Encl. 1
P.0 Box 12920 Palm Desert, CA 9225.5 " 41-865 Boardwalk, Suite I01, Palm Desert, CA 92255
760.346.9000 " PAX 760.346.9997 " www,citruscourselloa.coln
ICC -ES Evaluation Report ESR -1017
Reissued May 1, 2009
This report is subject to re-examination in one year.
www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 07—THERMAL AND MOISTURE PROTECTION
Section: 07320—Roof Tiles
REPORT HOLDER:
UNITED STATES TILE COMPANY
909 RAILROAD STREET
CORONA, CALIFORNIA 92882-1906
(951) 737-0200
www.ustile.com
EVALUATION SUBJECT:
ONE-PIECE "S," TAPERED TWO-PIECE MISSION,
MONARCH TWO-PIECE MISSION, FLAT SHINGLE,
ROMANO" PAN, CLAYLITE® AND CLAYMAX® CLAY,
ROOF TILES
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2006 International Building Codee (IBC)
■ 2006 International Residential Codee (IRC)
■ Other Codes (See Section 8.0)
Properties Evaluated:
■ Weather resistance
■ Fire classification
■ Wind uplift resistance
2.0 USES
The clay roof tiles described in this report are Class A roof
coverings in accordance with the exception to IBC Section
1505.2 and IRC Section R902.1.
3.0 DESCRIPTION
3.1 General:
The tiles are vitrified clay products, and are machine -
formed and fired to various degrees and have a selection
of burned -on colors. The various colors are obtained by
controlled firing of the kilns. See Figure 1 for tile profiles
and dimensions.
3.2 One -Piece "S" Tile:
The tiles are 18 inches (457 mm) long, 13 inches (330 mm)
wide and 1/2 inch (12.7 mm) thick, with two nail holes in the
pan side and one nail hole in the cover side. The installed
weight of the tiles is 8 pounds per square foot (39.1 kg /M2),
and the tiles are designed for installation with an 11 -inch
(279 mm) center -to -center spacing and a minimum 3 -inch
(76 mm) headlap.
3.3 Tapered Two -Piece Mission Tile:
The tiles are 18 inches (457 mm) long, curved to
approximately one-third of a circle, and have a chord width
of 81/2 inches (216 mm) at the butt end and 7 inches (178
mm) at the smaller end. The tiles have an average
thickness of 1/2 inch (12.7 mm) and an installed weight of
9.6 pounds per square foot (46.9 kg/m2). They are
designed for installation with 11 -inch (279 mm) center -to -
center spacing and a minimum 3 -inch (76 mm) headlap.
3.4 Monarch Two -Piece Mission Tile:
The tiles are 18 inches (457 mm) long, curved to
approximately one-third of a circle, and have a chord width
of 63/4 inches (171 mm) at the butt end and a chord width
of 51/4 inches (133 mm) at the smaller end. The tiles have
an average thickness of 1/2 inch (12.7 mm). The ' talle
weight is 10.7
pounds per sauare fnof_(52.3 kg/m ), when
installation is with a 3 -inch (76 mm) head lap and an 83/4 -
inch (222 mm) center -to -center spacing. One nail hole is
provided at the top center of each tile. The tiles conform to
the Type I (high profile), Grade 3, physical requirements of
ASTM C 1167.
3.5 Flat Shingle Tile:
The tiles are 18 inches (457 mm) long, 93/4 inches (248
mm) wide and 9/16 inch (14.3 mm) thick. There are three
ribs on the underside of the tiles that are 1/2 inch (12.7 mm)
wide, and one rib at the lock that is 1 inch (25.4 mm) wide.
Ribs are approximately 3 inches (76 mm) apart and run the
full 18 -inch (457 mm) length of the tile. Each tile has two
nail holes in the top. Installed weight of the tiles is 91/2
pounds per square foot (46.4 kg/m ). They are designed
for installation with 9 -inch (229 mm) center -to -center
spacing and a minimum 3 -inch (76 mm) headlap.
3.6 Romano Pan:
The tiles are 18 inches (457 mm) long, 11 inches (279 mm)
wide and 9/16 inch (14.3 mm) thick, with two nail holes near
the top of the pan. The installed weight of the tiles is 9.9
pounds per square foot (48.3 kg/m2). They are designed
for installation with Two -Piece Mission cover tiles with a
13 -inch (330 mm) center -to -center spacing and a minimum
3 -inch (76 mm) headlap.
3.7 Claylite Tile:
The tiles are similar in shape and size to the One -Piece
"S" -shaped tiles. The finished tiles are 18 inches (457 mm)
ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any ether attributes not specifically addressed, nor are they to he construed w
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, asON Im
to any finding or other matter in this report, or as to any product covered by the report_
Copyright O 2009
Page 1 of 5
ESR -1017 1 Most Widely Accepted and Trusted Page 2 of 5
long, 13 inches (330 mm) wide and 3/8 inch (9.5 mm) thick,
with two nail holes in the pan side and one nail hole in the
cover side. The installed weight of the tiles is 5.9 pounds
per square foot (28.8 kg /M2). They are designed for
installation with an 11 -inch (279 mm) center -to -center
spacing and a minimum 3 -inch (76 mm) headlap.
3.8 ClayMax Tile:
The tiles are 18 inches (457 mm) long, 13 inches (330 mm)
wide and 13/32 inch (10.3 mm) thick, with two nail holes in
the top. The installed weight of the tiles is 5.8 pounds per -
square foot (28.3 kg/m2). They are designed for installation
with an 11 -inch (279 mm) center -to -center spacing and a
minimum 3 -inch (76 mm) headlap.
4.0 INSTALLATION
4.1 General:
Except as otherwise noted in this report, installation must
be in accordance with the Concrete and Clay Roof Tile
Installation Manual for Moderate Climate Regions,
published by the Tile Roofing Institute and the Western
States Roofing Contractors Association (hereinafter
referred to as the TRI/WSRCA installation manual), and
recognized in ICC -ES ESR -2015P. This report and the
TRI/WSRCA installation manual must be available at the
jobsite at all times during installation.
4.2 Roof Slope Limitation:
The roof tiles must be installed on a minimum roof slope of
21/2:12 (20.83 percent).
4.3 Roofing Classification:
When installed as described in this report, the roof tiles are
Class A roof coverings in accordance with the exception to
IBC Section 1505.2 and IRC Section R902.1.
4.4 Wind Resistance:
4.4.1 General: When installation is on roof slopes greater'
than 21:12 (175 percent), the noses of all tiles must be
securely fastened.
4.4.2 High Wind Applications: For applications beyond
the prescriptive parameters of IBC Section 1507.3.7 and
IRC Section R905.3.7, the fastening systems must be
determined to withstand the aerodynamic uplift moment in
accordance with the Design Considerations for High Wind
Applications in Appendix B of the TRI/WSRCA installation
manual.
4.5 Reroofing Applications:
The tiles may be installed over existing roofs, provided the
requirements of IBC Section 1510 and IRC Section R907,
as applicable, are met. The roof classification is as noted in
Section 4.3.
5.0 CONDITIONS OF USE
The clay 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 are manufactured, identified andl
installed in accordance with this report, the
TRI/WSRCA installation manual and the applicable
code. If there is a conflict between this report and the
installation manual, this report governs.
5.2 The roof sheathing and roof framing system must be
designed for the appropriate loads determined in
accordance with the applicable code, subject to the
approval of the code official.
5.3 The roof tiles are manufactured at facilities in Corona,
California and Ione, California.
6.0 EVIDENCE SUBMITTED
Data in accordance with ICC -ES Acceptance Criteria for
Clay and Concrete Roof Tiles (AC180), dated August
2007.
7.0 IDENTIFICATION
The letters "U.S.T." are embossed on the underside of
each tile near the nail hole. Additionally, a tag must be
attached to each shipping pallet that bears the report
holder's name (United States Tile Company) and address,
the product name, the evaluation report number (ESR -
1017) and the installed weight.
8.0 OTHER CODES
8.1 Evaluation Scope:
In addition to the codes referenced in Section 1.0, the
products in this report were evaluated for compliance with
the requirements of the 1997 Uniform Building Code®
(UBC).
8.2 Uses:
The clay roof tiles described in this report are
noncombustible roof coverings in accordance with UBC
Section 1504.2.
8.3 Description:
See Section 3.0.
8.4 Installation:
8.4.1 General: See Section 4.1 except for the following:
8.4.1.1 Claylite Tiles: Claylite tiles must be fastened to
the sheathing with two nails per tile. As an alternative, a
single nail, using the fastener hole located in the pan side
13/4 inch (44.3 mm) from the head end of the tile, may be
used when the following conditions are met:
a. The roof slopes do not exceed 7:12 (58.3% slope).
b. Solid sheathing must be not less than 7/16 -inch (11.1
mm) oriented strand board or 15/32 -inch (11.9 mm)
wood structural panels.
c. The structure is located in an area designated by the
building official as being subject to a maximum basic
wind speed of 80 miles per hour (129 km/h),
Exposure C, with the roof height up to 40 feet (12 192
mm) above grade.
8.4.1.2 ClayMax Tiles: ClayMax tiles must be fastened
to the sheathing with two nails per tile. As an alternative, a
single nail, using the fastener hole located in the center,
13/4 inch (44.3 mm) from the head end of the tile, may be
used when the following conditions are met:
a. The roof slope does not exceed 7:12 horizontal
(58.3% slope).
b. Solid sheathing is not less than 7/16 -inch (11.1 mm)
oriented strand board or 15/32 -inch (11.9 mm), four -ply,
three -layer wood structural panels.
c. The structure is located in an area designated by the
building official as being subject to a maximum basic
wind speed of .80 miles per hour (129 km/h),
Exposure C, with the roof height up to 40 feet (12 192
mm) above grade.
Installation details pertinent to the ClayMax tiles are as
follows:
ESR -1017 1 Most Widely Accepted and Trusted
Page 3 of 5
a. Hips and ridges are provided with continuous
8.4.5 Reroofing Applications: The tiles may be installed
nominally 2 -by -3 nailers to support ClayMax trim tiles.
over existing roofs, provided the requirements of the
b. Continuous nailers along the gable rakes are not ,
Appendix to UBC Chapter 15 are met. The roof
required.
classification is as noted in Section 8.4.3.
8.4.2 Roof Slope Limitation: See Section 4.2.
'8.5 Conditions of Use:
8.4.3 Roofing Classification: When installed as
The clay roof tiles described in this report comply with, or
described in this report, the roof tiles are noncombustible
are suitable alternatives to what is specified in the UBC,
roof coverings in accordance with UBC Section 1504.2.
subject to the following conditions: See Sections 5.1
through 5.3.
8.4.4 Wind Resistance:
8.6 Evidence Submitted:
8.4.4.1 General: See Section 4.4.1.
See Section 6.0.
8.4.4.2 High Wind Applications: For applications
beyond the prescriptive parameters of UBC Section
g 7 Identification:
1507.7, the fastening systems must be determined to
See Section 7.0.
withstand the aerodynamic uplift moment in accordance
with the Design Considerations for High Wind Applications
in Appendix B of the TRUWSRCA installation manual.
1
.
N
1
ESR -1017 I Most Widely Accepted and Trusted Page 4 of 5
HEAD
END f
HEA
ENL
TOP
PAN
BUTT
END
r 7,.
Y
TAPERED TWO-PIECE MISSION ROOF TILE
,e"
N
BUTT
END
ONE-PIECE "S"AND CLAYLITE'3
ROOF TILE
HEAD��.
END /
INTERLOCKING
CHANNEL
Z.
BUTT'
s END
FLAT SHINGLE ROOF TILE
For SI: 1 inch = 25.4 mm
FIGURE 1—TILE PROFILES
CLAYMAX0 ROOF TILE
ROMANO" PAN
ESR -1017 I Most Widely Accepted and Trusted Page 5 of 5
MONARCH TWO-P.fECE MISSION ROOF TILE
For SI: 1 inch = 25.4 mm
FIGURE 1—TILE PROFILES (Continued)
5 VA"
r
ED
r,.
JOB ADDRESS_
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on this job. Any-i�hangos to this list must
of building permit. For each applicable tr;
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Building Inspection Card: at all times in a conspicuous c Only persons appearing gn this list or their employees are authorized to worl
approved by the Building Division prior to c ommencement of work. Failure to comply will result in a stoppaige of work and/or the voidance
. all information requested hPlnw mist hA cmmnlatgid by annlinant "r)n CHAO ie not nn aertPntahlA rAcnnnSP_
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Exp. Date
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license Number
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