BWFE2016-007278-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: BWFE2016-0072
Property Address: 77975 CALLE COLIMA
APN: 774135013
Application Description: STEM MER / BLOCK WALL
Property Zoning:
Application Valuation: $5,200.00
Applicant:
JOE W STEMMER JR
42335 WASHINGTON ST #355
PALM DESERT, CA 92211
T-iht 4 4aw
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section7000} of Division oft Business and Professions Code,
and my license is in full force and effect.
License Class: B License No.: 605857
Date: ICD Contracto .
OWNER -BU D 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),:
( ) 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.).
(� 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
I II'll'
IIII' I'll I"I
69
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/21/2016
Owner:
STEMMER JOE W JR & VICKY L
Contractor: MAR a 22'5
JOE W STE MERJ
42335 WA INGTON SM&LA QUINTA
PALM DESIV Ib,9
D
1 v
EVELOPMENTDEP�MENT
(760)880-3525
Llc. No.: 605857
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I I have and will maintain a certificate of consent to self -insure for workers'
comp sa on, as provided for by Section 3700 of the Labor Code, for the performance
of the for which this permit is issued.
Irk 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 polity number are:
Carrier: _ Policy Number: _
I certify that in the performance of the work for which this permit is issued, l
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree th. t, if I should ome subject to the
workers' compensation provisions of Section 00 f the o Code, I shall forthwith
comply with those provisions.
Date: v)� Applica t:
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 Building Official 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 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 inform t* is correct.
1 agree to comply with all city and county ordinances and sta..ttte la s reqt,t building
construction, and hereby authorize representatives of this cty tofnter e
above-mentioned property for inspection purposes. n
Date:���'" Signature(ApplicantorAge t)
FINANCIAL •• l
DESCRIPTION ACCOUNT' QTY AMOUNT PAID
PAID DATE
BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00
3/21/16
PAID BY METHOD RECEIPT # CHECK #
CLTD BY
JOE W STEMMER JR CHECK R14052 6174
RSE
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$14.50
$14.50
3/21/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
JOE W STEMMER JR
CHECK
R14052
6174
RSE
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$47.86
3/21/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
JOE W STEMMER JR
CHECK
R14052
6174
RSE
DESCRIPTION
ACCOUNT `
QTY •
`' AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 1001F PC
101-0000-42600
0
$60.91
$60.91
3/21/16
PAID BY
- METHOD
RECEIPT #
CHECK #
CLTD BY
JOE W STEMMER JR
CHECK
R14052
6174
RSE
Total Paid for FENCE OR FREESTANDING WALL: .$123.27 $123.27
Description: STEMMER / BLOCK WALL
CONDITIONS
Type: WALL/FENCE
Subtype:_ CITY STANDARD/PRE-
Status: APPROVED
Applied: 3/21/2016 RSE
APPROVED
Approved: 3/21/2016 RSE
Parcel No: 774135013 Site Address: 77975 CALLE COLIMA LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 240
Lot: 1
Issued:
UNIT 23
ZIP
PHONE
FAX
Lot Sq Ft: 0
Building Sq Ft: 0
Zoning:
Finaled:
Valuation: $5,200.00
Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0
No. Unites: 0
JOE W STEMMER JR
Details:
PALM DESERT
CA
92211
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESS1
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
JOE W STEMMER JR
42335 WASHINGTON
ST #355
PALM DESERT
CA
92211
CONTRACTOR
JOE W STEMMER JR
42335 WASHINGTON
ST #355
PALM DESERT
CA
92211
OWNER
STEMMER JOE W JR & VICKY L
42215 WASHINGTON
ST #355
PALM DESERT
CA
92211
FINANCIAL INFORMATION
Printed: Monday, March 21, 2016 11:31:02 AM 1 of 2 C „
SYS TFnAS
INSPECTIONS
Printed: Monday, March 21, 2016 11:31:02 AM 2 of 2• CP
SYSTEMS
CLTD .
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
3/21/16
R14052
6174
CHECK
JOE W STEMMER 1R
RSE
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 $1.00
BSA:
WALL/FENCE - EA
101-0000-42404
0
$14.50
$14.50
3/21/16
R14052
6174
CHECK
JOE W STEMMER JR
RSE
ADDITIONAL 50 LF
WALL/FENCE -FIRST
101-0000-42404
0
$47.86
$47.86
3/21/16
R14052
6174
CHECK
JOE W STEMMER JR
RSE
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$60.91
3/21/16
R14052
6174
CHECK
JOE W STEMMER JR
RSE
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL: $123.27 $123.27
TOTALS: $124.27 $124.27
INSPECTIONS
Printed: Monday, March 21, 2016 11:31:02 AM 2 of 2• CP
SYSTEMS
Bin.#
Cltjr 0f LQ Quinta
Building 8r Safety Division
P.O. Box 1504,"78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
�v4r-C,2m
Project Address: (
Cd
Owner's Name:.
A- P. Number --\Address:'
Legal Description. .� (� I ,3
Contractor. r
City, ST, Zip:
Telephone:
Project Description 13,01 )U,
Address: 2i ij`` , v
City, ST, Zip: 1 I �A
Telephone IZOX)��
:. c6C' �•..
State Lic. # : (od S ltS S --V City Lie, #;-%3
Arch., Engr., Designer. C-1
Address:
City, ST, Zip:
Telephone:
State Lic. #: .':r
j»
Construction Type: Occupancy: A
Project type (circle one): Add'n Alter Repair Demo
Sq. FL: # Stories: # Units:
Name of Contatt Person:
Telephone # of Contact Person:
Estimated Value of Project 45,310y�
APPLICANT: DO NOT WRITE BELOW THIS UNE
#
Submittal
Req'd
Reed
TRACKNG
PERMrr FEES'
Plan Sets
Plan Cheek submitted•
Item Amount
Structural Cabs.
Reviewed, ready for corrections
Plan Check Deposit,
Truss Cafes.
Called Contact Person
Plan Check Balance
Title 24 Calcr.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Giading plan
2id Review, ready for correctionsrisste
Electrical
Subcontactor Lfst
Called Contact Person
Plumbing
Grant Deed
Plans picked up
SALL
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE-,
3" Review; ready for correctionsAssue
Developer Impact Fee
Planning Approval.
Called Contact Person
A.LP.P. "
Pub. Wks. Appr -
Date of permit issue
School Fees
Total Permit Fees
F0.0TlNGl_0F`T.10,N "All
F00TJ_NG0.PTt0Nl_c4.lB5�
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
611 OR 8" BLOCK
H" H"
HEIGHT FROM TOP #4 HORIZONTAL AT 32" MAX. O.C. HEIGHT FROM TOP
OF FOOTING L �
(USE BOND BEAM BLOCK) - OF FOOTING
SEE TABLE "A"*
— FOR REBAR SIZE
AND SPACING
(LOCATE REBAR IN CENTER or Ccu.)
10
REVERSE
DIRECTION F Ldg---. "W"
1�0
HOOK Ol'4 ERY F(FOOTING WIDTH)
OTHER REBAR SEE TABLE **A"
SEE TABLE "B
FOR REBAR SIZE
AND SPACING
(LOCATE REBAR IN CENTER OF CEIJ-)
FINISH GRADE
(1.) - #4 REBAR
(2) - #4 REBAR
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE At LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
BOTTOM
OF 5' MIN.
FOOTING
"W" -------
RFOOTING WIDTH)(
SEETABLE.-S"
TA B L - A
E
H
"W„
VERTICAL
REINFORCEMENT
3'
17"
#4 Ca 48" O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
#4 Ca 481, O.C.
6-
29"
#4 9 24" O.C.
SEE TABLE "B
FOR REBAR SIZE
AND SPACING
(LOCATE REBAR IN CENTER OF CEIJ-)
FINISH GRADE
(1.) - #4 REBAR
(2) - #4 REBAR
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE At LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
BOTTOM
OF 5' MIN.
FOOTING
"W" -------
RFOOTING WIDTH)(
SEETABLE.-S"
NOTES: CHECK
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF VERIFY IF A BUILQ egRM[Tj5.REQUIRED.
MORE THAN 6" ON OPPOSING SIDES OF THE LIT 15 REQUIRED, THE FOLLOWING
NOTA RETAINING WALL. IN OF LA NOUlt MIEC TIONS ARE REQUIRED:
2) FENCE HEIGHTS ARE REGULATED - CONSULTMILDING & SAS EFMOMTEX NATION TRENCH CLEAN WITH
C,
REGULATIONS BEFRE BEGINNING CONSTRU(TION. PLACE kND SUPPORTED 3" ABOVE AND
3) NO WATER COURSEOOR NATURAL DRAINAGE SF [ALL BEAPPRICAMMOM THE SURROUNDING EARTH/DIR`r.
OBSTRUCTED. FOR CONSTRLWMWIERF�G
:,, _OLtT. BOND BEAM REBAR AND
4) GROUT ONLYTHE CELLS CONTAINING REBAR. THIS WALL VERTICAL REBA. IN PLACE -INSPECTION PRIOR TO
U
IS NOT DESIGNED FOR ALL CELLS TO BE GROt IT P G GROUT
L
)j
JB��
5) ALL REBAR TO BE ASTM SPEC. A61 5, GRADE 4 0 E G OUT IS PLACED - PRIOR TO ANY
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. - fir+i v ER PLACEMENT.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
PAGE 2 FOR ADDITIONAL INFORMATION*
DISCLAIMER:
'ALTERNATE. DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS, USE OF THIS STANDARD DESIGN.
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
I WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM I
. . . . .
H:"
.
7
VERTICAL
REINFORCEMENT
3' 1
19"
#4 Ca 48" O.C.
4'
22"
#4 e 48" O.C.
5,
29"
#4 Ca 48" O.C.
6'
34"
1 #4 1@ 24" O.C.
NOTES: CHECK
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF VERIFY IF A BUILQ egRM[Tj5.REQUIRED.
MORE THAN 6" ON OPPOSING SIDES OF THE LIT 15 REQUIRED, THE FOLLOWING
NOTA RETAINING WALL. IN OF LA NOUlt MIEC TIONS ARE REQUIRED:
2) FENCE HEIGHTS ARE REGULATED - CONSULTMILDING & SAS EFMOMTEX NATION TRENCH CLEAN WITH
C,
REGULATIONS BEFRE BEGINNING CONSTRU(TION. PLACE kND SUPPORTED 3" ABOVE AND
3) NO WATER COURSEOOR NATURAL DRAINAGE SF [ALL BEAPPRICAMMOM THE SURROUNDING EARTH/DIR`r.
OBSTRUCTED. FOR CONSTRLWMWIERF�G
:,, _OLtT. BOND BEAM REBAR AND
4) GROUT ONLYTHE CELLS CONTAINING REBAR. THIS WALL VERTICAL REBA. IN PLACE -INSPECTION PRIOR TO
U
IS NOT DESIGNED FOR ALL CELLS TO BE GROt IT P G GROUT
L
)j
JB��
5) ALL REBAR TO BE ASTM SPEC. A61 5, GRADE 4 0 E G OUT IS PLACED - PRIOR TO ANY
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. - fir+i v ER PLACEMENT.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
PAGE 2 FOR ADDITIONAL INFORMATION*
DISCLAIMER:
'ALTERNATE. DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS, USE OF THIS STANDARD DESIGN.
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
I WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM I
. . . . .
ot e(fvQu&r6j
.
7
FREESTANDING BLOCK WALL
0
PHONE (760)777-71.25
78-495 CALLETAMPICO
LA QUINTA, CALIFORNIA 92253
FAX (760) 777-701.1.
10/9/2014 1 CG�MMLIWIT DEVELOPMENT om-r.] PAGE] 01`2
FOC
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF) = 30
PASSIVE SOIL BEARING (PSF) = 150
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) =1500
WIND = 80 MPH..EXPOSURE C
SEISMIC:
NA= 1.3. Nv=1 .6. Z=0.4, SOIL PROFILE=SD
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
J'Cf•.��0,'O, FREESTANDING BLOCK -WALL
-•�/ OF Tlt.
PHONE (760) 777-7125 78-495 CaLLE TAMPICO
LA QUINTA, CAIA ORNIA 92253
FJ%X (760) 777-7011 10/9/2014 COMMUNITY DEVELOPMENT DENT. Ei1GE 2 OF 2
COFILICILLUI Jt -)t:! VV- JUCI 1 11 1 11=1 -J %—%Ji 'a' I %A%-&-' %a 1 1
760-880-3525
2mCAR GARAGE
A MIN.
SLOPE IDENCE
IFFLOOR 101.0 F.F.
F.C-RAPE 100.34
C,OW,,RETE LANDING --
SHALL
9iALL NOT BE MORE
THAN 112 INGFIE5 (35 MM)
LOWER THAN THE TOP OF
THE THRE5HOLD
2% MIN.
♦ 5LOFE
10'---0' 5ETBACK
RETE LANDING 5HALL NOT BE MORE
THAN 1/2 INGHE5 Ob MM) LOVER THAN THE
TOP OF THE THRE5WLI)
251-0"
CALLE COLIMA
4q'-3�"
aR
DRIVEWAY
GONGRETE FLOORING
;20'—Dj"
r- H16HE5T POINT
VALUES LOCATION
75 HEATHER-BA51ED
I AUTOMATIC IRR16ATION
I GONTROLLER
-U5E ORBIT MODEL
#28568 OR 51MILAR
-APPROVED
II
;20'—Dj"
r- H16HE5T POINT
VALUES LOCATION
75 HEATHER-BA51ED
I AUTOMATIC IRR16ATION
I GONTROLLER
-U5E ORBIT MODEL
#28568 OR 51MILAR
-APPROVED
SITE PLAN
SCALE: 3/16" = 1'-01'
RECEIVED
M A 18 Ul- 16
CITY OF Uk QUINTA
COMMUNITY DEVELOPMENT
VrILITIE5 LOCATION
- El EGTRIGAL MAIN PANEL METI
- 6A5 METER
Lu
- PHONE/TV/GABLE
IQ
I
o
CLI
14
Z?l
....
r.
SITE PLAN
SCALE: 3/16" = 1'-01'
RECEIVED
M A 18 Ul- 16
CITY OF Uk QUINTA
COMMUNITY DEVELOPMENT