BWFE2014-104378-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
c&b. 4 4v QuIAr
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BWFE2014-1043
Property Address:
53699 VIA MALLORCA
APN:
777390018
Application Description:
115 LF OF 6' BLOCK WALL [ORCO]
Property Zoning:
Application Valuation:
$3,000.00
Applicant:
MONARCH HOMES
49950JEFFERSON STREET#130
LA QUINTA, CA 92264
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division usiness and Professions Code,
and my License is in full force and effect.
License Class: License No.: 8860
Date: 2� 1 r 4 Corrtractor: W S I
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.).
(_) 1 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'
Lender's Add
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
WALTER PISCO
6000 SE 20TH
MERCER ISLAND, WA 0
Contractor:
MONARCH HOMES
49950JEFFERSON STREET#130
LA QUINTA, CA 92264
(760)413-8863
Llc. No.: C28860
Date: 8/28/2014
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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
ofth)ov rkforwhich 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: Policy Number:
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 of the Labor Code, I shall forthwith
comply with those provisions.
Date• f zw ` Applim1-_nNC2EJeA-.J
WARNING: FAILURE TO SECURE WORKE NSATION 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 1 have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and st relating to building
construction, and hereby authorize representatives of this J ❑ ter u n the above
mentioned property for inspection purposes.
L
Date: Signature (Applicant or Agent):
DESCRIPTION
FINANCIAL• '
ACCOUNT
•
QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$61.49
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.19
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.06
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL $168.74 $0.00
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Bin #
Qty of La Quanta
Building &r Safetybivision
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: 3. (� I
2 C
Owner's Name:
A. P. Number: 77 7 - 3 ?o
. C)/ b
Address: (; D pA) /;/LE I y►, r S
Legal Description:
City, ST, Zip:
Contractor:
Telephone:
< =
Address: qS-0 T&'FFtryz0'f fT -or/ 3 O
Project Description:
City, ST, Zip: q
W ! L7 l
/ �� L'J
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CD "
Telephone:
P
��P �c.L
S
State Lic. #:
City Lie. #-.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic_ #:
=:-=>-=_> ` 3:-:-'• »:;==-_-'---
x
Occupancy:
Construction Type: Occu
YP P Y:
Project type (circle one): New Add'n Alter Repair
Demo
Name of Contact Person: 64 ST e=tJ,- O
Sq. Ft.: # Stories:
IfUnits:
Telephone #,of Contact Person: q St) V 3
Estimated Value of Project: 3i D Q D
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
Title24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrcctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
3"' Review, ready for correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
6' 8" to 8'-8" HIGH ORCO 16" SQ. PILASTER
FOR 85 MPH EXPOSURE C WIND
DESIGN CRITERIA: PER THE 2010 CSC
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF
2 ALLOWABLELATERAL P4SSIVEPRE5SURE=150 PCP
3. GROUT STRENGTH - 2000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60.
5. SEISMIC-70% ONESEC ACCELERA710N.
6. 1500 PSI MASONRYCOMPRESSTON STRENGTH.
OPTIONAL CAP
16616 O 16616 PILASTER
CMU — flLID GROUTED.
SEE OlA „4Ab! BELOW
(2) f4 VER � DROP —IN BARS
(2) I4 DO LS W/ 24'
EXTENSION I INTO CMU.
2
R
t}
h
EQUAL
FOOTING WIDTH 'W
CITY OF LA QUIEUTA
BUILDING & SAFETY DEPT.
FOR CONSTRUCTION
DATE
3-1/2" CLR.
NOTES:
1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90. ORCO STD.
PRECISION, SPLIT FAC F, SLUMPED, OR WEDGEIOCK BLOC X MAYBE
USED
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112
PARTS 54ND TO 3-W PARTS GRAVEL WTI HA MAXIMUM OF 1-112
GALLONS OF WATER PER SACK PORTLAND CEMFMSHALL CONFORM
TO ASIM C 150 TYPE V. Ft = 2500 PSI
3. REINFORC7NG STEEL SHALL BEDEFORMED AND CONFORM TO
A57M A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REEARSHALL BECENTERED INTHE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
5. CONCRETE BLOC7'CSHALL BE LAYER IN A RUNNING BOND
PATTERN KITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELL CONTAINING VERTICAL RFBAR SHALL BE SOLID
GROUTED.
7. USE OBP TYPES MORTAR PROPORTIONED USINGASTM C 270. I
PART CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE
SAND,
8. GROUT FOR C0N0FE7F BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PART53/8"
RA GR4M IF WEATHER C7NDI770NSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE 5SUFFIC7ENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSII1VEN75
9. BLOCK STEM MAY BE WET -SET I-112' INTO THE FOOTING WHILE
THE CONCRETEI5 PLASTIC BLOCK STEM MAYBE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WIDHA MINIMUM
COMPACTION OF90%.
11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHISARE
READY FOR C0NCRE7EAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSTONJCONTROL, JOINT ON EACH SIDE OF
PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR_
14 HORZ 'W — 6" LONG
® 12" 0/C EACH WAY
SO. FOOTING WIDTH 'W
6'-8"
7'-4"
8'-8"
2'-0"
2'-3"
2'-9"
16816 PILASTER
CMU — SOLID GROUTED
(2) f4 VERTICAL — AS
SHOWN
oe ~ C31925 N
* Ex¢. 12-31-2014
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ORCO STANDARD 6/ TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP
DESIGN CRITERIA: PER THE2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 Poo
3, GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. R VFORCTNGSrfH: GRADE60.
5.1500 PSI MASONRY COMPRESSION STRENGTH - NO SPCL.
INSPECTION
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
NOTES,
STEEL
1. CONCRETEBLOCKSHALL CONFORM TOASTM C90. WEDGELOCK
BLOCK, SLUMP BLOCKANDSPLTTFAC SLOCXAREACCEPTABLE
'r DROP IN BAR
2, COfK ETE FOR FOOTING SHALL BE] PART CEMENT TO 2412
PAR75 SAND TO 3-1/2 PARTS GRAVEL YVITHA N09MUM OF 1-1/2
GALLONS OF WATS PER SACK. PtORTLAND 03'LE7YT.SHALL CONFORM
TO ASTM C 150 TYPEITIV FC = 2500 PST
#6STDJOINT
REINFORC MEW @ 24" O/C
(3 PLACES - 4 PLACES FOR 7'
& 8' WALLS). USE 05 SOD.
FOR SLUMP BLOCK
NOTE• PROVIDE f 4 DOWEL &
A4 DROP-rN BAR ATEACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HL7GHTCTWNGES
9C DOWEL im Ce TEA OF
a4ti.
04 HORZ. CONT.
5' TO DAYLIGHT
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE 0*T r BY �
3, REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETFBLOCKCELL IN
WHICH 1T lS LOCATED.
5, CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CULLS CIONTATNING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPES MORTAR PROPORTIONED USINGASTM C 270 PART
CEMENT TO 1/2 PART LJME TO +1/2 PARTS DAMP, LOOSES4ND.
B. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART
CEMENT TO 3 PARTS SAND (GROUT MAYCONTATN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER C1ONDITIONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUNi7C7ENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT PLOW
WITHOUT SEGRL:GA7701V OF THECONSTTUENTS
9. BLOCK STEM ARYBEWET-SET1-1/2'INTO THE F0017NGWMILE
THE CONC RETE IS PLASTIC. BLOLTC5TEMMAYBEPLACEDTO
EITHER EDGE OF THE TRENCH TYPE FOOTING
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
2 NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
1 MAX, COMPACI70N OF 90%.
11, FIRST INSPECTION TO BEAFTER FOOTING TRENCHESARE
READY FOR CONCRE7EAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VER77CgL ISIN
PLACEAND THEBLOCCWALL 2READYTo GROUT,
12. MAXIMUM CONTROL JOINTSPACNG.• 40'0/C 20'0/C FOR
WALLS TO BE MORTAR WASHED OR STUCClO COATED,
MIN, FOOTING DEPTH FOR Y TO DAYLIGHT
SLOPE
WALL @
TOP
WALL LIS
1 FF SETS40C
WALL @
2 FT. SETBACK
2TO1
2L6"
2-0'
— —
3T01
2'-0-
--
2 S/8 NX CLEAR ESL
OPBV Raxmz a] -to tts✓;
6616SLUNPBD GNU.
ORCO WIDEfELL SLUMP
Ac
41
L17 m
C31V25
ExP IZ•31.2614
Sq C!VlL
TE O F C A L %'F
CHART FOR 6T TO 81 SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
DESIGN
WALL
TRENCH
FOOTINGDEPTH
X' DOWEL
Y' BAR
SPEED
HEIGHT
6'-0,
20-0"
#4@ 48" O/C ID+2'-0"
#4 @ 48" O/C
u u
46' O/C FOR 6'
48" O/C FOR 6'
w
SLUMP BLOCK
SLUMP BLOCK
fn � j
6-8
2I-2*
#4@ 48" O/C ID+2'-O"
#4 @ 48" O/C
Q
40- O/C FOR 6'
40' O/C FOR 6"
Z W
SLUMP BLOCK
SLUMP BLOCK
w
CL
_ 0
7'-4"
2'-4"
#4@ 40" O/C ID+2'-O"
#4 @ 40" O/C
1
32" C FOR 6'
SLUMP BLOCK
32' O/C FOR 6"
SLUMP BLOCK I
Ili
8' 0"
2'-6"
I #4@ 32" O/C D+2'-0"
#4 @ 32" O/C
24" O/C FOR 6"
24' O/C FOR 6"
SLUMP BLOCK
SLUMP BLOCK
Nutt:/iIKIB'•LINGBLOCKUSE9"INCREMENTREW SPAQNGTHAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCKSPACING. FOR EXAMPLE.
48" O/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - ETC.
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