BWFE2020-002578-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
T4ht 4 4v Q"
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/CITY STANDARD/PRE-APPROVED
BW FE2020-0025
77620 CALLE SONORA
773223022
STEMMER / 120LF GARDEN AND 120LF OF RETAINIG WALLS AT PL
$10,000.00
Applicant:
BRIAN K STEMMER CONSTRUCTION
74478 HWY 111
# 322
PALM DESERT, CA 92260
zA�,0
JAN 2 12020
CITY OF LAQUINTA
DESIGN & DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
{commencing with Section 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
��/(
License Class: B License No.: 649172 Date: I- Z d Contractor: C
OWNER -BUILDER 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 Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/21/2020
Owner:
BRIAN STEMMER
77620 CALLE SONORA
LA QUINTA, CA 92253
Contractor:
BRIAN K STEMMER CONSTRUCTION
74478 HWY 111
# 322
PALM DESERT, CA 92260
(760)819-5476
Llc. No.: 649172
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 t rk 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: STATE COMPENSATION INSURANCE FUND Policy Number: 9211726
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 subjectto the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: •I�2)-2+� 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 Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalfthis 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 information is correct
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above
mentioned property for inspection purposes.
Date: Sighature (Applicant or Agent) M*M= V
Date: 1/21/2020
Application Number: BWFE2020-0025 Owner:
Property Address: 77620 CALLE SONORA BRIAN STEMMER
APN: 773223022 77620 CALLE SONORA
Application Description: STEMMER / 120LF GARDEN AND 120LF OF RETAINIG WALLS AT PL LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $10,000.00
Applicant:
BRIAN K STEMMER CONSTRUCTION
74478 HWY 111
# 322
PALM DESERT, CA 92260
Contractor:
BRIAN K STEMMER CONSTRUCTION
74478 HWY 111
# 322
PALM DESERT, CA 92260
(760)819-5476
Llc. No.: 649172
Detail: 120LF OF 6 GARDEN WALL AT PROPERTY LINES AND 120LF OF RETAINING WALL AT PROPERTY LINES AT NORTH, EAST AND SOUTH PROPERTY
LINES [ANGELUS 5-1.6LQ SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE
PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2019 CALIFORNIA BUILDING CODES.
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$48.30
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$48.30
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 10OLF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $217.35
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE 101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION ACCOUNT QTY AMOUNT
TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
— cr,0 J be DESEM —
PERMIT # 9W f1"t 00 Zg_
PLAN LOCATION:
Project Address: -1 -7_ GZn Wlq S000ra
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #: 3 ,2 Z3 o Z Z
k-e ' CK \l Y W q (I \f CsQ r vte
12OLC or-- tN
Applicant Name: Ili (�� 5 9/lir IM ��
If ZO LC n C r.A Lbrbl W P.L _
Address: 7Lf q-Z 1" 322,
City, ST, Zip: P(i, (y-y ✓�-e_�' g 2 2 fiQ
Telephone:
Email: r
M-4-10 � afi n�� �, l � 0,0_1
Valuation of Project $ 10)1)(V
Contractor Name: Se3 Q)
New SFD Construction:
Address:
Conditioned Space SF
City, St, Zip
Garage SF
Patio/Porch SF
Telephone:
Email:
Fire Sprinklers SF
State Lie: G qq 172, City Bus Lie: (p g88g
Arch/Eng Name: Construction Type: Occupancy:
Address: Grading:
City, St, Zip
Telephone: Bedrooms: Stories: # Units:
Email:
State Lie: City Bus Lie:
Property Owner's Name:
New Commercial / Tenant Improvements:
Address:
Total Building SF
City, ST, Zip
Construction Type: Occupancy:
Telephone:
Email:
7
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
LANX>,APE
VALVES LOCATION
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AUTOMATIC IMGATION
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DATUM r _
(TOP OF GUPB) 'THE DEVELOPER GONTRoI i OWNER 15
_ RE5PON5IfkE FOR THE VERIFlGATION OF
W FE2.0 0 ^ CALLE SONORA EXI5TINBCURB LOGATION (OR EDSEOF6TREET
PAVING IF NO EX15T) FROM PROPERTY
2 O Z 5—CURETS LINE(5) WITH THE PUBLIC, WORKS DEPARTMBlT11 I+
CITY OF LA 0"ImTA
BUILDING DIVISION
REVIEWD� FOR
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1121
GATE ELEVATION/DETAIL
SCALE: 1 /A" = I'-0"
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SITE PLAN rV'
$CALM S/IV- TIO"
SEPARATE PERMIT
ITB-15 THAT REQUIRE SEPARATE PERMIT (IF APPLY):
POOL5
• 5PA5
• RETAININS WAILS
• BLOCK WALLS
• DRIVE HAYS
• SEPTIC, TANK 5Y5TEi-1
'BLOCK WALL5, REQUIRE PLANNING APPROVAL FOR
PROP05ED LOGATION5 AND NE16NT5 PRIOR TO OBTAIN
BUILDING PERMIT'
'DRIVEWAY AAPROAC:I RE5MIRE5 IWPFGTION OF
PUBLIC WORKS DEPARTMEUr'
1pi
CHARLES D. GARLAND
ARCHITECT
JORGE SEPTIEN
DESIGN PRINCIPAL
14411 1—i G. 19
Palm —., CA 922E0
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SITE PLAN
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DECEMBER 101E
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BLOCK CQ, INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C475, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING
WALL SCHEDULE
,H,
'X' BARS
''Y' BARS
'B' MIN.
C' MIN.
16' LONG CMU
16" LONG CMU
2 —O
4032 o.c.
#4®48"o.c.
2 —9"
N/A
2'-8"
4®32"o.c.
4®48"o.c.
370"
N A
3'-4"
4032"o.c.
4®48"o.c.
3'--5"
N A
4'-0"
4032"o.c. 11
#404B_"o_j13'-11"
0'-2"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo sheet I Covina, CA 91723
T: 626 938 1595
F: 626 938 0485
_ `7 ww ;ji II cc. COm
6' High Wall 2' to 4' Retaining
Heel -in Footing
C o 110mph UO
Risk Category I
60/W Wide CMU
OPTIONAL WALL CAP -\
STD. LADDER TYPE
1115 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE-
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE ® CTR.
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
4"0 SDR 35 PERF, PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC— -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED-�
'X' BARS PER
SCHEDULE, LAP
24" MIN
F.G.
WET —SET FIRST z
COURSE —
#4 CONT.
#4 CONT. ® 12"o.c. 2i
CONT. CONC. FTG.
CONC. KEY --
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDA1ON SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. n.,�,- DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
I a
1D 1 2 t
OPTIONAL CHAMFER
'BACKFILL—
WELL GRADED, CLEAN
UANDS OR GRAVEL OR
OMBINATION
SC= GW,GP OR SW,SP
2j" OUTSIDE FACE ui
OF BLOCK TO
&. OF VERT w
V)
w
w
IIa
3" C
12" 12"
'B' MIN.
PER SCHEDULE
DATE SIGNED 9-10-18
S-1.6LQ
#16-077