0006-114 (PAT)LICENSED CONTRACTOR 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
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp: Date
678256. W33 112{
Date Signature.of Contractor'
OWNER -BUILDER -DECLARATION
I hereby affirm under penalty of perjury•that 1 am exempt from the. Contractor's
License Law for the following reason:
( )' 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 & Prof essionals Code).
( j • I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business &" Professionals
Code). .
O I am exempt under Section B&P.C. for this reason
Date Signature.of.Owner• '
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'"comperisation 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 &,policy. no. are:
CarrierPolicy No.
STATE FUND' tl�G-na QRt77799
(This section neednot be completed it the. permit valuation is- for $100.00 or less).
() 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, I shall forthwith comply with those provisions. .
Date: Applicant
Warning:. Failure.to secure Workers' Com pensation'coverage is unlawful and
shall subject an employer to criminal penalties and civil fines'up to $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.
IMPORTANT Application is hereby made to the Director of Building and.Safety
for a permit subject to. the, conditions and; restrictions, set forth on his
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 applicator agrees to, & shall, indemnify,
& hold harmless the City of La Quinta, its officers, agents and'employees.
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.
r'
I certify that I have read this application and state that.the'above information is
correct. I agree to comply with all City, and State laws relating to,the building
construction, and hereby authorize representativesof this City to.enter upon
the above-mentioned property for inspection purposes.
`Signature (Owner/Agent),.'Date_
BUILDING PERMIT PERMITk
0006-1.14
DATE VALUATION LOT TRACT
JOB SITE
APN
�•N�
ADDRESS« ivf9s.wL w.dm:
,
OWNER
CONTRACTOR/DESIGNER/EN INFER
DX\r1MG.H. POOLS
K! LAS AW11It�G C'OMPARY
79.3$9 V•I`3'TA V9RDE
754 WILLIAMU ROA) .
LA QIMTA CA 92253
PALM SPIRINGS CA 922&&
(760)3211.15 6 C`F x,if 11325
USE OF PERMIT
r
190 S.Y. ALLf11s11.AIVOCID PAM COVER ICHO.2621P
PORCIWATIO ISIt.RR 3F.
tr,
K
1rS"7MNIND COST Or C ONST)ZDi":' TO,N
PLAN CHICK FUE
CQ1d: TAUCTIOtd !EE 101-000-418-000
S`I`R.OAt4MOTiM Mr., REBID 101.000-241.000 $.50
:� E7-TO`1:14L CL?�i YRTIM101`1 AMD PLAN CHECK
USS PRE- AT. )FEES
$0400
TIOTM= :PER:N.11'1" Fin's Xrrf. 1*10W
$74,75
RECEIPT
DATE
BY
DATE FINALED
INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
BLOCKWALL APPROVALS
POOLS - SPAS
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
COMMENTS:
SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURE — 10 PSF — 70 AND 90 MPH
I�E3S�1
�l. Sj Alii U,i•C 4►
MAXIMUM COLUMN SPACING AND FOOTING SIZE FOR 3"X 8" ALUM. BOX BEAM HEADER
Ne. 6794 Z
COLUMN SPACING h FTC. S17E
ms-R91S
PROD- UIµRY RAFTER
2- 1X 6 1/2'X .019' HEADER rX TX .030' HEADER
YX 8'X 0.036' HEADER C
YX 6X 0.041 HEADER O
HEADER 10
IX 6X 12 CA STL. 'C BEAN
ECnON��,{ = 2C O.C.
COLUMN SPACING FOOTING COLUMN SPACING
FOOTING
COLUMN SPACING
FOOTING
COLUMN SPACING
FOOTING
SUEPLATL
CONNECTION
COLUMN SPACING FOOnNC
LATTICE STRUCTURE
OH SUB W FOOT'C S17E N STAB • W FOOT G
SIZE
ON SLAB *
W F'OOl'C
SIZE
ON SUB # W FOOI'C
SIZE
REO'0 ISMS
ON SLAB # N FOOTC S 7E
10' 5' 1X6 12'X.02f
10'-5 10'-5' d=21' 8'-11' , B' - I I
d=20'
10'-9
,0•_g
d=21'
II'-Y—Iz'-Y--
a=4s
a **
13'-8 ]d-0 d=29
12' 6' 7'X6 1 1X.029'
-8' 9'-6' d=21' 8'-1 6'-Z'
d=2O
9'-10
9'-•10'
d=2f
I1'-4' 11'-6'
d=24'
8 4*
I1'-4' 30'-0' d=Jr
14' T YX6X.03U
8' -IT - 7'-1 7'-r
d=21'
9'-1'
9'-1'
d=21
9',-9' 10'-r
d=14'
6 ##
9'-9' JO' -0' d=3T
16' 8' YX6Y..03C
8'-Y 8'-r d=2T 6'-4' 6'-4'
d=2I'
8'-S
°8'-6'
d=2Y
B' -T 9'-I(f
d=I4'
8 4#
8'-6r 28'-r d=34'
18' 9' YXIrY.04(f
7'-6 7'-9' d=2T 5'-r 5'-r
ld-ff
d=21'
7'-6
B' -(f
d=2Y
f-- -
d=25
8 ##
7'-T 27'- d=34
ZO' 10' YXTY.041
6'-10' 7'-,r 5--T I 5'-(r I
d=21'
I V -IV
7'-Y
d=14
6'-10 d' -1O
d=16
8 4#
6' -IT I 25'-6 d=36'
• 'ON SLAB' ALSO INCLUDES ATTACHED COLUMN TO SAFETY STARE OR ABESCO EARTH ANCHOR ALTERNATES.
xFWO COLUMNS MINIMUM REOUIRED.
4'
V - r6 T
DOUGLAS nR - LARCH ►2 GRADE WOOD HEADER MAY BE SUBSTITUTED FOR x B' ALUM.
U
TX ALUM. BOX BEAN OR
4EADER USE COLUMN SPACING FROM T v 6 x .042 ALUM. HEADER.
TX IEX
GA, STEEL 'G' BEAN HEADER
fX6I/Y OR TXB' RAFTERS
• ALTER "A" SHALL CONSIST OF 18"
• OPT. ALTERNATE 'Ir (18' ROOF PA
SEE SCHEDULE FOR SIZE
ROOF PANELS, PLACED PARALLEL TO
ALTERNATE
•OPj. ALTERNATE 'A
R00F PANEL)
2-2"X6 1/1 STRUCTURE ATTACHED W/2 �10
(1e
HEADER IN PLACE Of
SMS TO RAFTERS.
7X6 HEADER WI1H POST LATTICE
AND SIDEPLATES ALT "B" SHALL CONSIST OF 18" ROOF 1 1/2" X
OVERHANG 16' FOR
1/f OR 16 FOR
�
PANEL PLACED PERPENDICULAR TO
X Y POST 2" X 4'
STRUCTURE AND ATTACHED W/2 #10 SMS
Nil
I
TO BLOCKING.
\ALTERNATE
1-f X 6 1/2' HEADERS. LATTICE: .018 X 1 1/2 X 1 1/2" ® 3 1/2"
`
OR 7" O.C. OR 2X 496- ORB" O.C.
�� �p� ry I �� NOTES:
DEPLAT S W/9 AND 10' 1. THIS STRUCTURE MAY NOT BE ENCLOSED WITH
A2R4y1V& HS
A OwAgIE SPLICE RUEU00Cy
FO t 9149 0 NMN cfiONs 2. FOR GENERAL NOTES SEE DWG 035003 SH'T. I
Yi. I - OF 16 AND 2 OF 16.
3. FOR ALTERNATE EAVE ATTACHMENT OF RAFTERS
'
SEE DETAIL OF DWG. NO. 35003 SHT. 3 OF 16.
J rj
E0T) OLU C
4. FOR SAFETY STAKE AND ABESCO ANCHOR DETAIL
R4kvNr
roR to O 12 PR(J cno
SEE DWG. NO. 35003 SHT. 11 OF 16.
a 7y��oFg2�
5. MAX. HEADER OVERHANG = 409. OF COLUMN
SPACING FOR UP TO 16' PROJECTION AND 33X OF
THRU 17 PROJECTIONS
COLUMN SPACING FOR 17'-20' PROJECTION.
6. DESIGN PER U.B.C. 1991 EDITION.
OPT. 3 1/Y CONC. y
d'
- -10'
-13' THRU 20' PROJECTIONS
1. FOR RAFTER HANGER, HEADER TO SIDEPLATE OR
COLUMN CONN., RAFTER TO HEADER k COLUMN TO
SLAB- SEE NOTE
+IS ON DWG. 135003, I"
SHf. 2 OF 16 7�Tli
,
'<d
SPLICE LOCATIONS FOR OPEN LATTICE AWNINGS FOOTING OR SLAB ATTACH. SEE DWG. NO. 35017, SHTS. 6, 7, AND 8 OF 8.
DATE I REVISIONS
,`��� rro239
gyp. CSN
J* Nsawe �? '�° 11ma eoRo�rr+ '-CULL" 3.4971
Q 3'��IV/aENG �01
REDENG��.
No. 13857
Exp. 3-31-97
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GIVIv w �J
f Or
0.pfES5Fp�
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stv--�
�Cf �NGINfd
Ne. 6794 Z
J�
11779
Wf
►- BRUCE D. n
.'
6267:
COLUMN HT.
SA
.
ALUM. RAFTER --I
SEE SCEDULE FOR SIZE
3' X Y ALUM. COLUMN
ALTERNATE 4 X 4 D.F.
WOOD POST
OPT. 3 1/f GONG. SLAB
SAFETY STAKE OR ABESCO—
ANCHOR WITH CONCRETE
FOOTING TYP. OR FOOTING
WITHOUT ANCHORS.
W
3 X Ir UN EADER.
,IERNATE z DF.
ODER OR X X 12 Gi
BEAM
1x6 1/1 ALUM. SIDE-
PLATE- ALTERNATE
2 X 6 D.F. SIDE PLATE
SIDE VIEW
11"111FALUMAX
1 �, fl � rferkfa,d IhedKh Trc.
1/6sl Dance Park.oY, su0e ]30
BUILDING PRODUCTS INC. Dallas. 1.. 73240-7478
Air LC.B.O. ES, EVALUATION REPORT NO. 2621P
MORE OR PARTATTACHED LATTICE PARD STRUCTURES
"ALAE - 10, 20, R 30 PSF - 70 (f 00 I" MIND SPEED
aW t4
5-31-91 'r°,U"SER 35017 1 OF 8
61n`7:' 14' MAX.
O'HANG-6'
MIN. O'HANG
J�
C3\
app }� 8'IM AX.
COLUMN HT.
SA
.
CAE p �A of
LAGUNA—TYPE OPEN
LATTICE STRUCTURE
11"111FALUMAX
1 �, fl � rferkfa,d IhedKh Trc.
1/6sl Dance Park.oY, su0e ]30
BUILDING PRODUCTS INC. Dallas. 1.. 73240-7478
Air LC.B.O. ES, EVALUATION REPORT NO. 2621P
MORE OR PARTATTACHED LATTICE PARD STRUCTURES
"ALAE - 10, 20, R 30 PSF - 70 (f 00 I" MIND SPEED
aW t4
5-31-91 'r°,U"SER 35017 1 OF 8
SERVING THEA
COACHELLA VALLEY
///���
SINCE 1972
DISC/O (SQ� LIC. NO. 678256
-389 a(I Ysl� Va—oc
Dv�LH IN
x
- t �
UC�
i
Pp'onsAL (DR AL( Isla\ Bat i
Lexi ICL Pk►'r�
ITY OF LA QUINTA
BUILDING & VcAFETY DEPT
APPROVED
FOR CONSTRUCTION
DAT - G BY
754 William`s Road / Palm, Springs/ California 92264 (760) 327-8466 Fax: !760) 327-8467`