07-2597 (PAT)P.O. BOX 1504 .
78-495 CA LLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 07-00002597
Property Address: 78545 SAGUARO DR
APN: 646-313-004-10.4 -000000-
Application description: PATIO COVER" - RESIDENTIAL
Property Zoning: MEDIUM DENSITY_ RES
Application valuation: 1463
Applicant:
Tuyl 4 40�rw
Architect or Engineer:
0: lk .
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjurythat I am licensed under provisions of Chapter 9 (commencing with .
Section 7000) of Division 3 of the Business and Professionals Code, and my, License is in full force and effect.
License Class: B • License No.: " 471'619
Pate: Contractor:
OWNER -BUILDER DECLARATION.
I hereby affirm under penalty of perjury that.) 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 epplioant to a civil penalty of not more than five hundred dollars (5500).:
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 through his or her own employees, provided"that the
impro6ements 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.).
(_ 1 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:
LQPEn11T
CETINA RESIDENCE
78545 SAGUARO DRIVE
LA. QUINTA, CA 92253
``Contractor:
WEST_°.COAST CUSTOM ROOMS
786 PINEFALLS AVENUE
WALNUT, CA 91789
(800)479-9106 i
Lia. NO.: 471619
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777 -7153 -
Date: 9/25/07
P 8 5 200
Qllpfd�' YrA�`."�
FI,040 GF lay-
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 GRANITE STATE; Policy Number' MC0626827
_ I certify that, in the.performance of the work for. Which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, 1 shall forthwith comply with those provisions.
Date:. Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES 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 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 Quints, 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 application becomes null and void if work is not commenced
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 information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorise representatives
of this county to enter upon the above-mentioned property for inspection purposes.
Date: Signature (Applicant or Agent):
1 Business N
Business A
City/State:
2-' Mailing Add
3.
4.
5.
6.
Business License No.
BUSINESS LICENSE APPLICATION
OR
APPROVED BY DATE
Business Phone:
Owned by: Corporation: Partner
ship: Individual:
If Corporation or Partnership, Federal Tax I.D. is required:
Name of Owner or Officers and.Title: M Lrir-A �
7.. Vehicle License Plate Number
8.
Permit Number (Finance Dept. Use Only)
A. Type of -Contractor Oener!ISubcontractor (circle one)
Coh . tractor Classification: C. State
License.Number:
9.. AuthorizOd Pe*
rson(s) to Sign Permits:'
o -i
C-1 -6e
I HEREBY CERTIFY that all information supplied by me is.corr ct'-and any licenses required by the
County, State or Federal Government have been issued to me and are in full force and effect.
Signature:
itle': COer
Send Completed . Date:
Forrn(s�y to:. CITY OF LA QUINTA
BUSINESS LICENSE DIVISON
P.O. Boic 1504
La Quinta CA 92247-1504
(760)777-7060
°s
0
Application Number .. . . . . 07-00002597-
7-00002597Permit
Permit. . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 35.00 Plan Check Fee
22.75
Issue Date Valuation
1463
Expiration Date.. 3/23/08
Qty Unit Charge .Per
Extension
BASE FEE
15.00
10.00. 2..0000 HIND BLDG.501-2,000
20.00
Permit . . . ELEC-MISCELLANEOUS
Additional desc .
V.
Permit Fee 15:75 Plan Check Fee
3.94
Issue Date . . . . Valuation . . .
. 0
Expiration Date 3/23/08.
Qty Unit Charge Per .,
Extension
BASE:FEE-
15.00
1.00. .7500 PER ELEC DEVICE/FIXTURE 1ST•20
----------------
,.75
------------.-----
Special Notes and Comments
110 S.F. SOLID.ALUMINUM PATIO COVER & 1
"ELECTRICAL J -BOX IN CENTER OF COVER'
---------------------------------
-------
Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES
50
Fee summary Charged Paid, Credited
-- - - ------
Due
- - - - ------ - - - - - - -_-^,-------
Permit Fee Total 50'.75 00 00
50.75
Plan Check.Total 26.6900 00
26.69.
Other .Fee Total 50 .00 .00
..50
Grand Total 77..94 .00 00:
77.94
LQPERMIT
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/. ALLJMINLJ/-1 DESIGN ¢ SrRES5ES ARE PER'THE LATEST --0/7-O/. DIV
OF THE: L.VIFOAM' GUILDINO COOE' AND THE LATEST EO/T/ON OF THC
ALUM/NUM CONS TR UC'rI.ON HANLJAL. '
2. ALTERNATE ALLM/IJU/-/ 'ALLOYS HAY OE SUOST/TUTEO F04 THOOE
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ASSCC/AT/ON ALIO HAVE EQUAL OR GREATER YIELD t ULT/I-LATE
-,H5.
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9• ALL I CONCRETE, SHALL NAME A M/NlMUM 28 DAY. COMPR-7=/ VE
STRENGTH OF 2000 Pe/. CONCRETE 6LAL39 SHALL t5= 5,/,
INCH HUJ/MUM THICKNESS AND /N 'G OGD CONDITION.
4. ALL FDOT/NGS SHALL -BEAR ON FIRM NATURAL L/NOISTURBsO
SOIL OR CERi7F IED F/LL.• CES/®/./ VERTICAL SOIL BOAR/N6 -
/00o Psh
5. ALL . STEEL N.EMAERS SHALL BE HOS• O/F , (BALIMIJIZEO OR
EL ECTrZOFLATEO'COWFOR/-1 To ASTM .OPEC A- 14.G GRAGE`Ci'
Co. ALUMINUM.FAsTE/JERS 5HALL BE 2024-T4. ALL OTHER FATCNERC
SHALL BE GALVA/J/2EO, STA/NLES_ TELL OR CAOMLUM PLATEO
ALL BOLTS,%SHALL CONFORM TO A•6.T. h4. 'SPEC. A�307.
u FOP R/VCT-_ SHALL bE V1E°S+ w/j505G At UHINUH RIVET 4 CAR50N
Ma
S L ELATED MANDREL AsHAN'JFACTUREG 5Y THE U.S.H.
CORPORAT/ON. (=' B7XCEPT•bOL"'S PE,R NOTG"YO).
I LAG COLTS SHALL' BE '/METALLED III FRLBOREO LEAD HOLES P�
THE NATIONAL DESIGN HPG°C/,w/CATIONS, LATEST ,GDlT/ON.
6• ATTACHED PAT/O 'CL7VE/2 s7-RLCTLRE=, FER A,-A5JD/X DCCT DI.IC' OFHJ
7=
. LNpAI,,-4 BL/IL.D//JO•CoCE, MAY Bo EJ./CL'OSED K/PTH READILY'
REMGVf•.bLE TRANBLUC ENT OR TR 9PARE�P'-A5r7&NOT MORE
THAN .12.5 /NCH IN TH/CK,ESS,ANO OR ",SECT OCRE=N/NO,'(EJ..CLOBE
TO POST LINE. O'•I L•1')•(/:' SEE ENC 9URt= OwE5.' �F Ol riO r•/9 J'
j. HOLES FOR SOUS SHALL ,BE BOLT O/AMETEK PLUS //O pJCMI HAX!/dUM ,
US= sTANDARDPLATE WASHERS ON ALL HCJLTS. _ ,
/O. EXPA/JSlO/J BOLTS SHALL BE''HILTI XWIK-BOLT'S."L7Z EQUAL PER,
=.C --O S. R=FORT -+027 ALL 50LrS SHALL HAVE A HINIML/!+l
COrJC,kiFTE 'ED6E DISTANCE' OF erg GOLT DIAMETERS. -
/l. EACH INSTALLATION. SHALL BEAR AN IDENTIFYING TAO GIVING
THE NAME ANO AOG2-5S OF T.HE MANU FACTJR5 n,7. C. 0.0 %W.S. RBPT
OR
NCj 0054(9,'J LO
09ABILITY '
117. ALL ITEMS PER TA LING TO EACH PARTICULAR /HSTALLAT/ON
SHALL BE C/RCLEO. I.E. PRO-/ECT/ON, POST SPACING, FOOT/Ho
DETAIL, ETC. '
lam. 5f?E'C/AL INSPECT./ON .FOR HILTI 'KVJIK/ BOLTS /9 REQLJ/RED
LORGEry/~eTi4LLAT/O/J5 K'HER:E. FDOr/I,/G' /S �4'/h7CHC'r• CUA OR
/A/ LIEU OF THOIN.=,-92t7-/OA/ SPECIAL. /a'Q
5CLT5 x 01 L..QN(? MAY 6= EL'9577ITU77EO FOR'KWIK" BOLTS.
l4. THE ROOF PANEL FOR 7-H/9 PATIO •COVER SYSTEM /B A. 'O INCH
i KIGK ALUM. SKINN=D PANEL WrrH FOAM CORE, I-•ER•SC50. E:5.
REPORT IFC '525-1. r
15. ALL ALUMINUL( IN CONTACT WITH OISSII41LAAF -MA.TERIALS ',SHALL gE
f -Ra T-EcrEO PER LBC SECTION 2011.0.2•
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Y /F ENCLOSED PG/R� IJOTE 0 �/ TNG ATACHh•IE,.T
'DTH SHALL &- /.25' LP THE PROJECT/OV.
ANCLS, sCE NOTE 114-
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SEE DEr 3
GENERAL NOTES O SPECIF/CATIO1QS
/. ALLJMINLJ/-1 DESIGN ¢ SrRES5ES ARE PER'THE LATEST --0/7-O/. DIV
OF THE: L.VIFOAM' GUILDINO COOE' AND THE LATEST EO/T/ON OF THC
ALUM/NUM CONS TR UC'rI.ON HANLJAL. '
2. ALTERNATE ALLM/IJU/-/ 'ALLOYS HAY OE SUOST/TUTEO F04 THOOE
SH0{4.f/J I-ROVIDEO THEY ARG REB/CTBREO WITH TNG ALUMINUM
ASSCC/AT/ON ALIO HAVE EQUAL OR GREATER YIELD t ULT/I-LATE
-,H5.
D.
9• ALL I CONCRETE, SHALL NAME A M/NlMUM 28 DAY. COMPR-7=/ VE
STRENGTH OF 2000 Pe/. CONCRETE 6LAL39 SHALL t5= 5,/,
INCH HUJ/MUM THICKNESS AND /N 'G OGD CONDITION.
4. ALL FDOT/NGS SHALL -BEAR ON FIRM NATURAL L/NOISTURBsO
SOIL OR CERi7F IED F/LL.• CES/®/./ VERTICAL SOIL BOAR/N6 -
/00o Psh
5. ALL . STEEL N.EMAERS SHALL BE HOS• O/F , (BALIMIJIZEO OR
EL ECTrZOFLATEO'COWFOR/-1 To ASTM .OPEC A- 14.G GRAGE`Ci'
Co. ALUMINUM.FAsTE/JERS 5HALL BE 2024-T4. ALL OTHER FATCNERC
SHALL BE GALVA/J/2EO, STA/NLES_ TELL OR CAOMLUM PLATEO
ALL BOLTS,%SHALL CONFORM TO A•6.T. h4. 'SPEC. A�307.
u FOP R/VCT-_ SHALL bE V1E°S+ w/j505G At UHINUH RIVET 4 CAR50N
Ma
S L ELATED MANDREL AsHAN'JFACTUREG 5Y THE U.S.H.
CORPORAT/ON. (=' B7XCEPT•bOL"'S PE,R NOTG"YO).
I LAG COLTS SHALL' BE '/METALLED III FRLBOREO LEAD HOLES P�
THE NATIONAL DESIGN HPG°C/,w/CATIONS, LATEST ,GDlT/ON.
6• ATTACHED PAT/O 'CL7VE/2 s7-RLCTLRE=, FER A,-A5JD/X DCCT DI.IC' OFHJ
7=
. LNpAI,,-4 BL/IL.D//JO•CoCE, MAY Bo EJ./CL'OSED K/PTH READILY'
REMGVf•.bLE TRANBLUC ENT OR TR 9PARE�P'-A5r7&NOT MORE
THAN .12.5 /NCH IN TH/CK,ESS,ANO OR ",SECT OCRE=N/NO,'(EJ..CLOBE
TO POST LINE. O'•I L•1')•(/:' SEE ENC 9URt= OwE5.' �F Ol riO r•/9 J'
j. HOLES FOR SOUS SHALL ,BE BOLT O/AMETEK PLUS //O pJCMI HAX!/dUM ,
US= sTANDARDPLATE WASHERS ON ALL HCJLTS. _ ,
/O. EXPA/JSlO/J BOLTS SHALL BE''HILTI XWIK-BOLT'S."L7Z EQUAL PER,
=.C --O S. R=FORT -+027 ALL 50LrS SHALL HAVE A HINIML/!+l
COrJC,kiFTE 'ED6E DISTANCE' OF erg GOLT DIAMETERS. -
/l. EACH INSTALLATION. SHALL BEAR AN IDENTIFYING TAO GIVING
THE NAME ANO AOG2-5S OF T.HE MANU FACTJR5 n,7. C. 0.0 %W.S. RBPT
OR
NCj 0054(9,'J LO
09ABILITY '
117. ALL ITEMS PER TA LING TO EACH PARTICULAR /HSTALLAT/ON
SHALL BE C/RCLEO. I.E. PRO-/ECT/ON, POST SPACING, FOOT/Ho
DETAIL, ETC. '
lam. 5f?E'C/AL INSPECT./ON .FOR HILTI 'KVJIK/ BOLTS /9 REQLJ/RED
LORGEry/~eTi4LLAT/O/J5 K'HER:E. FDOr/I,/G' /S �4'/h7CHC'r• CUA OR
/A/ LIEU OF THOIN.=,-92t7-/OA/ SPECIAL. /a'Q
5CLT5 x 01 L..QN(? MAY 6= EL'9577ITU77EO FOR'KWIK" BOLTS.
l4. THE ROOF PANEL FOR 7-H/9 PATIO •COVER SYSTEM /B A. 'O INCH
i KIGK ALUM. SKINN=D PANEL WrrH FOAM CORE, I-•ER•SC50. E:5.
REPORT IFC '525-1. r
15. ALL ALUMINUL( IN CONTACT WITH OISSII41LAAF -MA.TERIALS ',SHALL gE
f -Ra T-EcrEO PER LBC SECTION 2011.0.2•
!%. },LL WOOD RECEIVING WOO=)
SCREWS S:? -.'ALL H, YE A
SSIOA�� MlN/LIL/F.l 5PEC/F/C 6RAV17
01= .50. 774E r/+ WOOD
Q �`4 VAN C SC:�L�W3 5;4ALL YAV6
/••ruM GtzNDLNC- iIL`La
��r� sT�.,sJcrN jPjb) of 70,000
Q7 `i /"g/
Lsl
NO • o� \ I
3�' \
Exp • �1 =
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UBC SECTION 2406 ON
EACH PANE OF GLASS
7
O i
0
C3
0
177
WINDOW HEAD INSERT REMOVAL: SLIDE INSERT TO AN OPEN POSITION AND
PER ENCLOSURE GRASP THE VERTICAL SASH WITH BOTH HANDS. LIFT INSERT UP WHILE
DRAWINGS PULLING THE BOTTOM TOWARDS THE: INSIDE OF THE ENCLOSURE. LOWER
THE INSERT WHILE CONTINUING TO PULL INWARD.
PLASTIC SPACER CLEAR WIDTH, SEE SCHEDULE
W/ FIXED GLIDE,
TYP. EACH END JAMB PER JAMB PER
WAT TOP ENCLOSURE INSERT WIDTH,SEE SCHEDULE ENCLOSURE
DRAWING I
DRAWING
w, i ',� I CONTINUOUS I i
u > 1 ✓` WEATHER.
Ir.
BRUSH ALL SLIDE, I CONTINUri
w :c1/8' THICK MAX. ! AROUND, TYP. WEATHER
rn `'� TEMPERED GLASS ( C BRUSH ALL
x OR ACRYLIC. CONTINUOUS POLYVINYL L� AP,OUND,TYP.
a I CHLORIDE GLAZING CHORD
w I u i ; POCKET. TYP. ALL AROUND SLIDE
1 ori CONTINUOUS
� `^ �'� E- '- GLAZING CHORD
H 1/8' THICK MAX. l
POCKET ALL TEMPERED GLASS
ADJUSTABLE �_ AROUND, TYP. OR ACRYLIC
ROLLER ASSEMBLY
W/ GLIDE, TYP. --JL9
EACH END AT
BOTTOM
AL EACH
:R OF INSERT
VERTICAL .SECTION A
VERTICAL SASH
1,PERO OR O
.J
I
_fNOTCH HORIZ.
,SASH
�i
#6 SMS THRU HOR.I'_. SASH
`— INTO CENTER SCREW CHASE
I AT VERTICAL SASH.
TYPICAL SASH I�
TO SASH CONNECTION
.3�, 1_
1 � I
�I��L IBJ
1 .750'
HORIZONTAL SASH
, noa-
i 11-71
USE FOR ACRYLIC GLAZING AT 70, 60 USE FOR GLASS GLAZING AT
AND 90 MPH WIND AND TEMPERED GLASS 80 MPH. AND 90 MPH WIND. SEE
GLAZING AT 70 MPH WIND. LEFT FOR DIMENSIONS NOT SHOWN.
CENTER SASH \ J
HORIZONTAL SECTION
GENERAL RECIUIREMENTS AND CONDITIONS:
1. TEMPERED GLASS CANNOT EXCEED 0.125 INCH IN THICKNESS.
2. TEMPERED CLASS SUBJECT TO HUMAN IMPACT COMPLIES WITH SECTION 2406.
3. TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 80 MPH
AND GREATER COMPLIES WITH AREA LIMITATIONS OF UBC SECTION 2403 IN
RESISTING WIND FORCES AND IS SUPPORTED IN ACCORDANCE WITH UBC SECTION 2404,
4. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE.
WINDOW SCHEDULE
STRUCTURAL
MULLION
SPACING m
INSERT
DIMENSIONS
WIDTH X HEIGHT
114SERT
GLAZING SIZE
WIDTH X HEIGHT
MAX. INSERT WEIGHT
CLEAR OPENING
DIMENSIONS
@1/8'GLASS I
@1/8'PLASTIC
WIDTH
HEIGHT
48"C/C
c= 75'x51.5'
22'x.5•"0.25'
15.4r
8.4#
45.5'
SI`
42°C/C
20.75'x51.5'
19'x50.25'
13,7#
7.6#
39.5'
51'
36''C/Cl
17.75'x51.5'
16'x50.25'
12.0#
6.8#
33.5'
51'
24'C/C
11.75'x51.5'
I 10'x50.25'
7.9#
5.2# 1
=21.5-
w j MALE/FEMALE MULLION
USE FOR ACRYLIC GLAZING AT 70; 80 USE FOR GLASS GLAZING AT
A14D 90 MPH WIND AND TEMPERED GLASS 80 MPH AND 90 MPH WIND. SEE
GLAZING AT 70 MPH WIND. LEFT FOR \_J DIMENSIIOO�NS� NOT SHOWN.
OUTSIDE SASH
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.JULY, I qql
.J05 NO.
DRAYAI B?',
DH5. NO.
WND-1
1 OF 1