04-5089 (RR)LL t
BUILDING & SAFETY DEPARTMENT
P.O. Box°1504 (760).777-7012
78-49'5 •CALL&' TAM .
�p �® PLCO. FAX (760) 777-7011
LA QUINTA, CA LIFO RNIIA .9225'3 INSPECTION• REQUESTS. (760) 777-7153
BUILDING PERMIT
Application Number 04='00.0;05089 Date 6/22/04
Property Address5244,0"'AVENIDA RUBIO
APN: 77.3-253-010-13% 000000 -
Application description RE -ROOF
Property Zoning COVE;RESIDENTIAL,.
Application valuation_. 120`0'0'`
Owner Contractor
>~ , `•\ .
MEDINA RAMON LEHMAN,ROOFING, INC.
52-440.AVENIDA RUBIO 13`SEACL'IFF.
LA QUINTA, CA: 95523 ,0OVE.CANYON. ..CA 92679.
'
(949)..,.888-1665'
WCC • S.TATE ' FIND
.. WC • 2~85000154 01/01/05
CSLB: 499508 . .10/31/.04
CCC:
C39-
Permit .' RE -ROOF
Additional desc
Permit Fee 30.00 Plan Check%Fee 00
Issue Date Valuation. 0
.Qty Unit Charge Per Extension
BASE FEE ;:; -----10., 0 0
- - --------=------ - = - - -- -- ____- ------ --=-----------------
Special Notes and-.Comments,
RE-ROOF,. :::REPLACE EXISTING SHAKE ROOF'
WITH LIGHT WEIGHT EAGLE ROOF TILE
ER -4660. CONSTRUCT 1/2 PLYWOOD_.OVER
EXISTING SKIP'SHEATHING PRIOR'TO
INSTALLT.ION OF -,.WEATHER -'BARRIER
UNDERLAYMENT:'
Fee summary Charged :..Paid... Credited. Due
Permit Fee Total 30.00 00. 00`0 30.00
Td
Plan Check Total .00 .0.0 00 ' .00:
Grand Total 30.0.0 .•00 ..00 30.00
.1 '4
1.
J6
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Applicant:
Applicant's Mailing Address:
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 7774153
BUILDING & SAFETY DEPARTMENT
Date:
Architect or Engineer:
Architect or Engineer's Address:
Lic. No.
BUILDING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty ofperjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals
Code, and my Lice tie is i fQl@ roe and effect. h
'Licens//e-�Class License o. !/
Date_0 li 2 �% Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 am exempt from the Contractors' 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 Contractors' State License Law (Chapter 9 (comencing 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 omf Section 7031.5 by any applicant for a permit subjects
the applicant to a civil penalty of not more than five hundred dollars ($500).):
U 1, 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 or 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.).
U 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 contractors) lice' pursuant to
the Contractors' State License Law.).
U 1 am exempt under Sec. , BA, P.C. for this reason
Date Owner
WORKERS' 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 ve and will mai a n workers' compensation insurance, as requifed by Section 3700 of thynper'
r ode, for the performance of the work for which this permit is
i _ u wo ers' comp ation insurancef carrier d po " �rtywberre*C Cartier Poli Numbern��I certify that, in the performance of the work for which is rnit Is issued, I shall notemploson in any manner so as to become subject to the workers'
compensation laws of Califomia, and agree that, if I sh Id become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provi ns.
Date `'� Applicant
WARNI G: FAILURE TO SECURE WORKERS' COMPEN TION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLA S ($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.
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
Lenders Address
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 Ouinta, its
officers, agents and employees for any act or omission related to the work being peri reed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is n mmenced within 180 days from date of issuance 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 i formation is co I to comply with all city and county ordinances and state laws relating to building
cons/trnucti , a7nd heRreby authorize representatives of this coun t enter up n abov entioned property for inspection purposes.
Date `s v V Signature (Applicant or Agent):
A RE -INSPECTION FEE OF $30
WILL BE CHARGED IF THE APPROVED
• Alcumbrae P.O. sox 473 • Thoasan;0111*
S AJflgRD ARE NOT ON
� A SCHEDULED
�� Architects Phone (760) 343-0048 ftEjnffl-3637
NO ExrGaTIONS!
June 21, 2004
City of La Quinta
Department of Building and Safety CITY OF LA Q U I NTA
Hand Delivered for Permit BUILDING & SAFETY DEPT.
APPROVED
REROOFING CERTIFICATION FOR CONSTRUCTION
52440 A VENIDA R UBIO DATE 22 0 BY
La Quinta, CA
As a Registered Architect, Licensed to Practice in the State of California, I personally
inspected the above residence for tile reroofing.
The existing roofing consists of heavy wood shakes on 1x6 spaced sheathing. Roof
configuration is a Dutch Gable or California style on both the Living area and Garage.
Roof pitch measured 4:12. Overhangs measured 2'6".:...
The Living and Bedroom areas are conventionally framed with 2x8" rafters on 16"
centers. The maximum span was in the Living area and measured 17'. Calc "1"
The Garage was also conventionally framed with 2x6" rafters on 16" centers with a
maximum span of 10'. Calc "2"
Calculations are based on a LL=16, DL=10 psf. see Calc "1".
This residence may be reroofed with tile not to exceed S. 7 psf per ICB044660 attached.
This reroofing will comply with the requirements of the 2001 California Building Code
(based on the 1997 UBC) "Basic Life Safety Design Criteria, not Specific Property
Protection or Preventive Building Damage. "
This certification assumes the structure and any alterations have been permitted because
of limited investigation.
Submitted for Permit,
Robert S. Alcumbrac, Architect C 103 81
CC: Calc§, ICBG #4660
Roof Rafterf 97 Uniform Building Code (91 NDS)1 Ver: 5.05
By: Robert Alcumbrac , ALCUMBRAC ARCHITECTS on: 06-21-2004: 4:41:52 PM
Proiect: REROOF - Location: LIVING ROOM - 52440 AVENIDA RUBIO - LA QUINTA
Summary:
1.5 IN x 7.25 IN x 19.5 FT (17 + 2.5) (Actual 20.6 FT) Ca, 16 O.C. / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 24.3% Controlling Factor: Section Modulus / Depth Required 6.64 In
" Unbalanced loadings have not been checked in this design.
Interior Span Deflections:
Dead Load:
Live Load:
Total Load:
Eave Deflections (Positive Deflections used for design):
Dead Load:
Live Load:
Total Load:
Rafter End Loads and Reactions:
Upper Live Load:
Upper Dead Load:
Upper Total Load:
Lower Live Load:
Lower Dead Load:
Lower Total Load:
Upper Equiv. Tributary Width:
Lower Equiv. Tributary Width:
Rafter Data:
Interior Span:
Eave Span:
Rafter Spacing:
Rafter Pitch:
Roof sheathing applied to top of joists -Top of rafters fully
Live Load Deflect. Criteria:
Total Load Deflect Criteria:
braced.
J
Non -Snow Live Load:
Roof Loaded Area:
Live Load Method:
Rafter Loads:
Roof Live Load: 1r G
Roof Dead Load:
Roof Duration Factor:
Slope Adiusted Spans And Loads:'J
Interior Span:
Eave Span: u
Rafter Live Load: --
Rafter Dead Load:
Rafter Total Load:
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Shear Stress -
Modulus of Elasticity:
Stress Perpendicular to Grain:
Adjusted Properties
Fb' (Tension):
Adjustment Factors: Cd=1.15 Cf --1.20 Cr -1.15
Fv':
Adiustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
8.781 Ft from left support of span 2 (Center Span)
DLD-Interior-
LLD-Interior-
TLD-Interior=
DLD-Save=
LLD-Eave=
TLD-Eave=
LOADS:
133 PLF
88 PLF
221 PLF
179 PLF
118 PLF
297 PLF
UTWeq=
LTWeq=
L=
L-Eave=
Spacing=
RP=
U
U
0.36
IN
0.55
IN = U388
0.92
IN = U234
0.00
IN
0.00
IN = 2U63245550
0.00
IN = 2U63245550
RXNS:
32
177 LB
Fb=
117 LB
PSI
294 LB
95
239 LB
E=
157 LB
PSI
396 LB
625
8.5
FT
11.18
FT
17.0 FT
2.5 FT
16.0 IN O.C.
4.0 :12
240
180
26.0 SF
One
16.0 PSF
10.0 PSF
1.15
L-adi=
17.92
FT
:ave-adi=
2.64
FT
wL-adi=
19
PLF
wD-adi=
13
PLF
wT-adj=
32
PLF
Fb=
875
PSI
Fv=
95
PSI
E=
1600000
PSI
Fc -perp=
625
PSI
Fb'= 1389 PSI
Fv'= 109 PSI
M= 1224 FT -LB
Critical moment created by combining all dead loads and live loads on span(s) 2, 3
Controlling Shear: V=
292
LB
At right support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2, 3
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
10.57
IN3
S=
13.14
IN3
Area (Shear): Areq=
4.00
IN2
A=
10.88
IN2
Moment of Inertia (Deflection): Ireq=
36.64
IN4
1=
47.63
IN4
Roof Rafter( 97 Uniform Building Code (91 NDS)1 Ver: 5.05
By: Robert Alcumbrac , ALCUMBRAC ARCHITECTS on: 06-21-2004: 4:44:28 PM
Project: REROOF - Location: GARAGE - 52440 AVENIDA RUBIO - LA QUINTA
Summary:
1.5 IN x 5.5 IN x 12.5 FT (10 + 2.5) (Actual 13.2 FT) CaZ 16 O.C. / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 143.9% Controlling Factor: Section Modulus / Depth Required 3.77 In
` Unbalanced loadings have not been checked in this design.
Intenor Span Deflections:
Dead Load:
Live Load:
Total Load:
Eave Deflections (Positive Deflections used for design):
Dead Load:
Live Load:
Total Load:
Rafter End Loads and Reactions:
Upper Live Load:
Upper Dead Load:
Upper Total Load:
Lower Live Load:
Lower Dead Load:
Lower Total Load:
Upper Equiv. Tributary Width:
Lower Equiv. Tributary Width:
Rafter Data:
Interior Span:
Eave Span:
Rafter Spacing:
Rafter Pitch:
Roof sheathing applied to top of joists -Top of rafters
Live Load Deflect. Criteria:
Total Load Deflect. Criteria:
Non -Snow Live Load:
Roof Loaded Area:
Live Load Method:
Rafter Loads:
Roof Live Load:
Roof Dead Load:
Roof Duration Factor:
Slope Adjusted Spans And Loads:
Interior Span:
Eave Span:
Rafter Live Load:
Rafter Dead Load:
Rafter Total Load:
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Stress Perpendicular to Grain:
Adjusted Properties
Fb' (Tension):
Fv': Adjustment Factors: Cd=1.15 Cf --1.30 Cr -1.15
fully braced.
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
4.954 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads
Controlling Shear:
At right support of span 2 (Center Span)
DLD-Interior=
0.09
IN
LLD -Interior-
0.14
IN = U928
TLD -Interior-
0.23
IN = U559
DLD-Eave=
0.00
IN
LLD-Eave=
0.00
IN = 21J63245550
TLD-Eave=
0.00
IN = 2U63245550
LOADS:
RXNS:
75 PLF
100 LB
49 PLF
66 LB
124 PLF
166 LB
125 PLF
167 LB
82 PLF
110 LB
207 PLF
276 LB
UTWeq=
5.0
FT
LTWeq=
7.81
FT
L=
10.0
FT
L-Eave=
2.5
FT
Spacing=
16.0
IN O.C.
RP=
4.0
:12
U
240
U
180
RLA=
16.7
SF
Method =
One
LL=
16.0
PSF
DL=
10.0
PSF
Cd=
1.15
L-adj=
10.54
FT
L-Eave-adj=
2.64
FT
wL-adi=
19
PLF
wD-adj=
13
PLF
wT-adj=
32
PLF
Fb=
875
PSI
Fv=
95
PSI
E=
1600000
PSI
Fc -perp=
625
PSI
Fb'=
1504
PSI
Fv'=
109
PSI
M=
and live loads on span(s) 2, 3
V=
389 FT -LB
178 LB
Critical shear created by combining all dead loads and live loads on span(s) 2, 3
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
3.10
IN3
Area (Shear): S=
7.56
2.45
IN3Areq=
IN2
A=
Moment of Inertia (Deflection): Ireq=
8.25
6.69
IN2
IN4
1=
20.80
IN4
LEGACY REPORT ER -4660
t Reissued June 1, 2003
ICC Evaluation Service, Inc. BuftlO" oma s S6o Wartunan I>A PaX4 Whittier, Caffbrma 906o1 0 (s62) 699-0543
www.ICC-eS.org Regional Office ip so0 monittar Road, Suite A, Birmhgham, Alabama 35213 p (205) 5g"erio
Regional (ince tf 4051 West Rosamoor Road, country. Club Kn3. mnoi4 60477 # (709) 789-2305
Legacy report on the 1997 Uniform Building Code -
DIVISION: 07—THERMAL AND MOISTURE PROTECTOR
Section: 07320—Roof Tile
EAGLE AND EAGLELITE INTERLOCKING CONCRETE
ROOFING TILES .
EAGLE ROOFING PRODUCTS
3546 NORTH RIVERSIDE AVENUE
RIALTO, CALIFORNIA 92377
1.0 SUBJECT
Eagle and Eaglelite"A Interlocking Concrete Roofing Tiles.
2.0 DESCRIPTION
2.1 General:
2.1.1 Eagle Tiles: Eagle conventional -weight interlocking
concrete roofing tiles are produced in high-profile
(Capistrano), low -profile (Malibu), and flat -profile styles with
either smooth surfaces (Bel Air Standard, Bel Air Estate or
Bel Air Double Eagle) or textured surfaces (Ponderosa
Standard, Ponderosa Estate, Ponderosa Double Eagle or
Ponderosa Golden Eagle). Ridge and rake trim units are
produced to match each product.
The tiles are composed of Type II portland cement, washed
sand, and proprietary additives. Mineral coloring oxides are
added to or are mixed with portland cement and water for
surface application -following extrusion. Units are cured under
controlled temperature and humidity conditions. Tiles are 17
inches (432 mm) long, 12'/8 inches (315 mm) wide, and
nominally'/, inch (12.7 mm) thick. They are manufactured in
either flat or profile style with 3/, -inch -wide (19 mm)
interocking 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 wooden battens, or provide a
stable foundation for nail attachment to solid decking. Two
nail holes are provided in each the for usewhere half tiles are
needed at roof edges, chimneys, skylights, etc. Approximate
installed dry weights with 3Anch (76 mm) head laps are 9.5
psf (46 kg/m2) for Capistrano tiles, 9.5 psf (46 kg/e) for
Malibu tiles and 10.0 psf (49 kg/m2) for Ponderosaand Bel Air
tiles.
2.1.2 Eaglelite Tiles: Eaglelite tiles are produced in the
same size, manner and shapes as the conventional -weight
Eagle tiles described in Section 2.1.1, except for substitution
of lightweight aggregates and additives for sand. Approximate
installed dry weights with 3 -inch (76 mm) head laps are 5.7
psf (28 kg/m') for Capistrano tiles, 8.5 psf (27 kg/m2) for
Malibu tiles and 7.0 psf (34 kg/m2) for Ponderosa and Bel Air
tiles.
22 Installation:
22.1 New Construction: Installation shall be in accordance
with the Concrete and Clay Roof Tile Installation Manual for
Moderate Climate Regions. See evaluation report ER -6034P.
2.2.2 Reroofing: Eagle tiles, as described in Section 2.1.1,
provide a Class A roof when installed over existing asphalt
shingle roofs. Care should be taken to ensure both horizontal
and vertical alignment on the roof. Foreign matter must be
cleaned from all interlocking areas. Cracked or broken tiles
must be removed from the roof. Damaged or rusted flashing
should be .replaced. Existing framing must be adequate for
the additional load. Structural data verifying adequacy should
be submitted to the building official. The existing roof must be
inspected in accordance with Appendix Chapter 15, Section
1515, of the 1997 Uniform Building CodeTM (UBC). When
reroofing wood shake roofs, existing shakes must be removed
and solid decking and file must be installed, as with new
construction. When installed over existing spaced sheathing
boards, underlayment complying with the UBC or a(,.
underlayment recognized specifically forthis type of use in an
ICC -ES evaluation report, installed with or without battens,
may be used. One layer of No. 30 felt or approved equal
underlayment must be installed on the roof priorto application
of tile. In lieu of this undertayment's being provided, the
building official may determine that the existing roof covering
provides'the required underlayment protection.
Details not covered underthis section are identical to those
described in Section2.2.1.
2.3 Roof Classification:
When installed over solid sheathing in accordance with this
report, Eagle and Eaglelite roofing tiles are Class A roof
coverings in accordance'with Section 1504.1 of the UBC.
When installed over spaced or solid sheathing in accordance
with this report,. the tiles are noncombustible roof coverings in
accordance with Section 1504.2 of the UBC. The tiles are
Class A roof coverings when installed over existing asphalt
shingles in accordance with Section 2.2.2 of this report.
2.4 Identification:
The name EAGLE and the evaluation report number (ER -
4660) are imprinted on each tile. A tag on each shipping
pallet indicates the producing plant location, product
identification and the installed weight Each Eaglelite tile is
identified by the product name'Eaglelite" on a tag and a light-
colored strip across the headlap area
icr-tis legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed. nor are they in be construed as
an endorsement ojthe subject of Me report or a recommandation jor its use. There a no warranty by ICC Rvaltmelan Service, Inc., express or implied, or to rm anyfinding or other waster in this report, or as to any product covered by the sport.
Copyright 0 2003 Page 1 of 2
Page 2 of 2
ER -4660
3.0 EVIDENCE SUBMITTED
1= Results of tests in accordance with the ICC -ES Interim
Criteria for Clay and Concrete Roof Tiles (AC180), dated
January 2002, and a quality control manual.
4.0 FINDINGS
That the Eagle Concrete Roofing Tiles described in this
report comply with the 1997 Uniform Building CodeT",
subject to the -following conditions:
4.1 Tiles are manufactured, identified and installed in
accordance with this report and the manufacturer's
Instructions.
4.2 Tiles are manufactured at Eagle Roofing Products
facilities located in Rialto, California, and Phoenix,
Arizona.
This report is subject to re-examination in two years.
FIELD AND TRIM SPECIFICATIONS