0007-180 (BLCK)LICENSED CONTRACTOR DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of
rhapter,9`(commencing with Section 7000) of Division 3 of the Business and ,
Professionals Code, ane,,Ty Licen m is in full force and effect.
License # /' Lic. Class Exp., Date,
5 ; X73 C53 �J2f31/2t
Date 11020 Signature of.Contractor_a Q
�Q
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I 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 & Professionals Code). • .
( ) 1, as owner of the property, am exclusively contracting with licensed'
Contractors to construct 'the project (Sec. 7044, Business & Professionals-,
Code).
() 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:
O I have and will maintain a certificate of consent to §elf -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 whi&i this
permit is issued. My workers' compensation insurance. carrier & policy no. are:
CarrierSTATE FUND Policy No• ��9.00 00143 0
(This section need not be completed if 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 thosep 0yyi"snio
Date: 8 Applicant './A XIY
Warning: Failure to secure Workers' Compensation 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.
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 representatives of this City to enter upon
he above-mentioned property for inspection p • poses. '
a
/Signature (Owner/Agent) • Date7t t �0
.�"`i
'db`- BUILDING PERMIT''
DATE
PERMIT#
VALUATION LOT
�" TRACT
JOB SITE
APN
ADDRESS 47- 73_3 VIA MONTANA
- -
OWNER
CONTRACTOR / DESIGNER / EN (NEER
CANADA & COMPANY
HAL R.i' .MC N dba VAWION POW S
17480 Z 1`PTN1 Sr. ft106
9$12 :LOMLDSON Pb.
'Ili {Ta1J CA 112780
LUC7 XWL? VALLEY CA
92356
(909)2.48.6045 1 MIR
43*5.
USE OF PERMIT
OM SAE. DUH D190 -
B1.0 X WALL 20 LF 4'1110)1
4 JIM WALL
20,00 LF
IFFIRKATED COST OF CON1;rR(JM. 014
320,00
:r VX(T l iYi�.2SI'
CONSTRUCTION FEE 101.000.418-000 Si�.ilR
,q
..�gy,y�N.wp�'pyyV
1l. y�++pp7p 7�•p�7 �y�ly�(�
��-<'•IP ��T AND
1i V.G7� l/ld'17.r l,e�./.L t ;�7.1 k;.V V�d:AV�.V M.�ti1Ji.el).CV C1 f-7
TEM
�1�r syn
tib ! J. V V
LESS PRI --PAID FM
O.fbs�
RECEIPT
DATE
BY",
DATE FI LED
INSPECTOR
t
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel..
Combustion Air
Roc.6 Deck
Exhaust Fans
O.K' to Wrap
F.A.U.
Framing
Compressor
Insyation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans 8 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 — . o
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:
".4i
` r SEE NOTE .r UNDER
iii
CONSTRUCTION NOTES. 1
€' y, • ,
SEE NOTE #I - UNDER
CONSTRUCTION NOTES. /4 BARS CONTINUOUS
'O 24' O.C. (HORIZ.)
- 14 BARS CONTINUOUS TYP. THROUGHOUT. - _ 0 p
O 24''O.C. (HORIZ.) r 1 p
.r . TYP..THROUGHOUT. F= A' BARS corn
t. ,
'SEE NOTE 11 UNDER ai o 1
CONSTRUCTION NOTES' A' BARS I 6' C.M.U. 92' C� a ci w > c p
S ; 14 BARS CONTINUOUS 6' C.M.U. CIR Axa •� = r� .
0 24 O:C (HORIZ:) z _ n o
TYP ,THROUGHOUT. a c�i B' BARS WATERPROOFING RECOMMENDED � U
t~ r-`RECOMMENDEDWA NG IF WALL IS STUCCOED.. x s ~
�y A BARS , t & + ` IF WALL 'IS ST0000ED: 8' C.M.U. 12' CLR. m " 3 � Z •� v .O
( _
°° t
6' C M U WATERPROOFING; RECOMMENDED W 3 S' -STEM DISTANCE o OC,4o f
` r IF°WALL' IS: STUCCOED. '` x' 'B' BARS 0 2 1 8 CLR. _ a Q � d
2 .CLR: ` < " ; .� 8' C.M.U. 2' ;'. SEE NOTE j x N / j H
' ( :� S2 UNDER -",.
R t c°5 S' -, STEM ,DISTANCE r NOTE
m 12' C.M.U. 12 • UNOE S'
SEE ,NOTE./2 UNDER i 1` CONSTRUCTION ci 'C' BARS
r CONSTRUCTION NOTES. x ' NOTES, y F CONSTRUCTION
1 N
- ': : i1• �i NOTES. o) (j
MIN. INTO 12 MIN:. INTO 12*:, MIN. INTO — C_
G
UNDISTURBED UNDISTURBED UNDISTURBED
SOIL o►'; 905 '.. = , SOIL oc `901G '. SOIL or: 90%
N
COMPACTED FILL COMPACTED.FlLL. ° ti COMPACTED FILL. C
m E t BARS + E BARS t •' .� I I E' BARS - O
O C
til F+�BARS` F BARS:. 'F' BARS a= O
FOOTING 'WIDTH - F' - FOOTING WIDTH
`
'F FOOTING WIDTH �g
` 'WALL' HEIGHT. - 4' � to , V-8- WALL" HEIGHT " Y: 4 ---to 4' `W 'WALL HEIGHT- 5'-4' to 6'-0'
: ;MATERIAL NOTES ':CONSTRUCTION°��NOTES:`' :NOTE: DESIGN CRITERIA:
r 1."lW,APPROVED'DRAINAGE;`CONVEYANCE DEVICE .V -GUTTER ALL FOOTING-. STEEL TO BE,}; RETAINING WALL DESIGN PER 1997 U.B.C. '
+?1 ,ALL METHODS':AND. MATERIALS..SHALL^ BE IN -CONFORMANCE ( ) 3"' CLEAR FROM: EARTH v ; ACTIVE PRESSURE: 45 P.C.F. (LEVEL) r
LA 3w
THE U.B.0 AND `SHALL"BE-PROVIDED' WHENEVER THE SURFACE FLOW BEHIND j PASSIVE PRESSURE: 200 P.C.F.
c ,'LOCAL ORDINANCES. , THE WALLWILL NOT. READILY DISCHARGE OVER4HE'.TOP OF. . FRICTION: 0.30
THE'.WALL OR IF.::THE-DISCHARGE`IS,UNDESRABLE: LAP ALL BARS Z4 MIN.BEARING PRESSURE: 1,000 P.S.F.
2 CONCRETE BLOCK>SHALL'BE GRADE;N (EXPOSED TO p PROVIDE 1 FT}//FF:T O GRAVEL 1/4' T01 1/2-.-:WRAPPED-
WEATHETYPEII•(NON=MOISTURE CONTROLLED),. NORMAL IN:FlLTER FABRICMIRAFl 140H OR EWAL :PROVIDE. ;
a'WEIGHT -01M-T&1(135 PCF),: CONFORMING TO: UBC STD 21-4. DRAINAGE BEHIND WALL' BY: EITHER: Z Z
f'AND'ASTM C 90 ALL•CONgRETE BLoac SHALL HAVE:A A):OMIITING THE -VERTICAL MORTAR -JOINTS '(HEAD fir.: - WALL SCHEDULE . ;. O Q
k �:NETiCOMPRESSIW,STRENGTH'OF:NOT LESS THAN'1900 PS, JOINTS) OF'`�,THE FIRST:COURSE =ABOVE'.FINISH GRADE AT -
) F7_ _j
ZZJ
WALL
r ;;WHICH JS EOUIVALENT TO. A, DESIGN' STRENGTH OF 32`ON CENTER f do 2- fDAME-TER:_WEEPHOLES:AT 6'
WALL
HEIGHT
H'
--fm=1:500 PS 'CONTRACTOR SHALLiPROVIDE.ALL SHAPES ON`CENTER'=MAXIMUM, `3 :ABOVE:FlNISH'GR :.,
0REOIARED TO COMPLETE THE JOB
AR BARS
STE M
DISTANCE
S,
t THIS ISNOT PERMITTED ON DOWNSLOPE CONDITIONS.
BARS
8'
C.M.U. BARS
3 °CONCRETE SHALL. -HAVE A, STRENGTH'OF. 2.000 PS B) 4- .DIA. SCHEDULE 40"PERF .PIPE PLACE,.PERF:
BACKS
1'-4'
kar AT 28 DAYS ANDA MAX.5' SLUMP- DOWN'WITN:AN OUTLET=O END. OF WALL,.. '
14.01,241_44 0 12
-
ro `` T 3 LAY%CONCRETE' MASONRY:UNITSAN A RUNNING BOND.
c 4:`AGGREGATES,SIH 65NFORM'•TO'ASTM:C 144 FOR.
/4 0 24'
- -
t`;MASONRY, MORTAR, ASTM C-404 FOR GROUT,,AND ASTM ` 4. -HIGH -..OR -LOW LIFT'GROUTING IS.ACCEPTABLE'::CONFORMING
-
`
4 °C 33 FOR CONCRETE TO UBC SECTION � 2104.6, 'UBC TABLE 21 _C • AND.' ."
f THE GOVERNING" BUILDING' DEPARTMENT REWIREMENTS.
14.01;24::/4-0.1Y
j
�S. HYDRATED LIME'SHALLCONFORM TO:UBC. STD.'N0... 5. VERTICAL' EXPANSION: JOIN TS WALL ARE -
} 13 AND ASTM C 51 ''.
14,0 24'
- -
x,21 REWIRED AT 30':ON CENTER•MAXIMUM
k
fi
-
2'-8'.
jWATER'.USED..IN=GRWT,.MORTAR,.AND,CONCRETE.SHALL 6. THIS PLAN DEPICTS THE RETAINING.-WALL'fN'A. COMPLETED
/4 *24' '/4 0 12' 1
-
=8E CLEAN AND FREE 'FROM :DELETERIOUS: SUBSTANCES. - STATE` ONLY...THE RETAINING WALL:.INSTALLER':IS RESPONs(BLF
14 0 24' 1
- -
x 7^,'CEMENT; FOR GROUTANO.MORTAR-SHALL BE''PORTLAND FOR. JOBrSTE':CONDInoNS'..'AJiD THE'SAFETY::OF ALL PERSONS
-
S 4' '
X ',CF,�IENT do SHALL- CONFORM TO -UBC' -STD NO.` 21 -11 "AND/ AND 'PROPERTY DURING 7HE'� COURSE OF 'CONSTRUCTION. -
14 0124' 14 0 12'
-
s !� OR •21=14 AND : 'ASTM' -,'C 950 `AND/OR C 91' JYPEI OR, IL
* -z 3' CLR. ',' _' 40, DIA...
14 0 24'
V-4' /4 0 24-
PLASTIC`CEMENTIS'NOT*ALLOVU:.I"
4'-b' '
i&,CEMENT�FOR:FOOTIN,GS�SHALL BE :PORTLAND<CEMENT..
#4-1 24' 14 0 12'
._ODTING'r INFORMATION
) F7_ _j
ZZJ
WALL
INFORMAb6N'
WALL
HEIGHT
H'
FOOTING
00 G
WIDTHS'
F'
AR BARS
STE M
DISTANCE
S,
6'
C.M.U.
A.
BARS
8'
C.M.U. BARS
1 '
2
C.M.U.
C.
BACKS
1'-4'
V-0'
14.01,241_44 0 12
-
1'-4'
/4 0 24'
- -
-
-
2'-0'
V-9'
14.01;24::/4-0.1Y
-
2'-0-
14,0 24'
- -
-
-
2'-8'.
2'-6'
/4 *24' '/4 0 12' 1
-
2'-8'
14 0 24' 1
- -
-
-
S 4' '
3`-3'
14 0124' 14 0 12'
-
2'-0-
14 0 24'
V-4' /4 0 24-
FOOTING OR USE SHEAR KEY
4'-b' '
4'-0'
#4-1 24' 14 0 12'
-
2'-0-
14 0 24'
2'-0- 14 0 24'
-
-
4'-8'
4'-10'
14 0.24'' •14 012'
3-
2'-8'
14 0 24'
2'-0' 14 0 16'
-
-
5'-4'
5'-9'
14 0;;247; .114 0:12',
6'
2'-0'
/4 0 24'
2'-0- 14 0 24'
1'-4'
114 0 24'
6'-0',->
6!-7"
1 j4 0 24': 14 912-.1
8-
2'-0"
114 0'24'
2'-0' 1#4 0 24'
2'-0'
14 0 16"
;CONFORMING TO UBC CHAP 19 DIV II AND BE, TYPE I :OR II
SULFATES, IN WNICHtCASE TYPE'V'
) F7_ _j
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". z:m :.
DATE: 9/21/1999
Z
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'
Z.0 •c�U
,
'AS
:
58 7
5^°
�YZ�
Z
SHEAR KEY LOADING DIAGRAM
DOWNSLOPE CONDITIONo
rt E -03 #
0 cn
W
.
l Cl
SOF
la=;O
J -0-
�.
9 ;REINFORCING SHALL BE GRADE 4&a DEFORMED BARS'AND
`
CAI.\
Zo Z m a
:I -
FIRST DOUR MAY_ BE.SET IN F -
O
ee'
CALCS BY:, D.P.
_Q
w
�.
J Z
REINF.
G�
;CONFORMING TO UBC CHAP 19 DIV II AND BE, TYPE I :OR II
SULFATES, IN WNICHtCASE TYPE'V'
.REINF. SAME
1
DATE: 9/21/1999
Z
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La N
'
F '`CE;IE_NT $HAOLL�BETUS
,
'AS
:
SHEAR KEY LOADING DIAGRAM
DOWNSLOPE CONDITIONo
.
�.
9 ;REINFORCING SHALL BE GRADE 4&a DEFORMED BARS'AND
SIZE 6: MIN
FOOTING
:I -
FIRST DOUR MAY_ BE.SET IN F -
CALCS BY:, D.P.
IOL
�.
=CONFORM: WITH ASTM A 615. LAP BARS A MIN OF 40 BAR
OR AS VECIFlED `,�s
REINF.
G�
t
FOOTING OR USE SHEAR KEY
RETAINING
N
�AMETERS � k
10 MORTAR<SHALL`BE TYPE -A1 WITH AND SHALL
y
* .
g
AS SHOMM 'BELOIM
WALL.CHECKED
`
B1': R.L.L.
_fc=1,800,:'PSI
;CONFORM TO UBC STD N0. 21 15,ANO ASTM C 270
,
« '
WALL.
SOIL
-
L—SHAPE RETAINING WALL
-
�1SEE TALE 21 A:FOR PROPORTIONS, INGREDIENTS'——
s ,.� .,
11 `GROUt;SHALL CONFORM TO UBC STD No 21=1s :ASTM
c'
�_
Q
_
s
FoonNc
NOTCH k FILL
v..
s' -o' a(6'-0
MAX. —MINIMAL TOE
-H
=FC 4761MTH f'c 2,000.P.S:.�SEE UBC TABLE 21 B FOR
'-.PROPORnoNs oFINcREaENTs IF AN ALTERNATE MIX,
>
"' "
F
+
N w/ GR,,
i'
I To DAYucHT
,
LEVEL BACKFILL — EXPANSIVE SOIL ,
E"DESGN;IS.TO BE USEDTHAN TWAr:MIx;oESiGN SH ALLBEs
.'.:
—
°
OR.RE oMMENDAnoN
c
EQUIVALENT FLUID PRESSURE = 45.P.:C.F.a
' APPROVED BY <iHIS OFFICE PRIOR TO CONSTRUCTION
4o Dla ° ' 3 0 ;CONC'�
3'; CLR.
v '' .. v '
BY SOLS ENGINEER.
7'
12'NO.ADMIXTURES "O 'ANY KIND ARE'ALLOWED "�
rWITHWT`APPROVAL FROM OFFICE PRIOR TO
;� 2 6 :MAS
45 P.C.F.
NOTE: THIS DIMENSION MAY
D E TA1 L #805
'.THIS
coNsmUCTION =4
STEPPED DETAfL
ADD HEIGHT TO+THE WALL.
x�. {
Y'
..FOO.TING