BWFE2016-0183s
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
c&�p 4 XP QUM&
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2016-0183
Property Address: 80299 VIA PESSARO
APN: 777210035
Application Description: RONALD GRAHAM / BLOCK WALL
Property Zoning:
Application Valuation: $1,200.00
Applicant:
PINNACLE CUSTOM BUILDERS
,?0 BOX 7342
LA QUINTA, CA 922.48
VOICE (760) 777-7125
FAX (760) 777-7011'
INSPECTIONS (760) 777-7153
Owner:
RONALD GRAHAM
939 COAST BLV NO 17F
LA JOLLA, CA 92253
D -/A-\
WORKER'S COMPENSATION DECLARATION
A
I hereby affirm under penalty of perjury one of the following declarations:
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
I have and will maintain a certificate of consent to self -insure for workers'
CITY OF LA0U:: ,,A
compensation, as provided for by Section 3700 of the Labor Code, for the performance
CO. �^^,UNITY O�Vr_L�,"; ;":JT Gk26A7i ;eNT
of the work for which this permit is issued.
z =
(760)898-2875
Date:Qu I10 Contractor:
Llc. No.: 985547
Contractor:
PINNACLE CUST
UG 2 2 2016
OM BUILDERS
PO BOX 7342
LA QUINTA, CA 92248
Date: .8/22/2016
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
I hereby affirm under penalty of perjury one of the following declarations:
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect.
compensation, as provided for by Section 3700 of the Labor Code, for the performance
License Class: B License No.: 985547
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Date:Qu I10 Contractor:
Section 3700 of the Labor Code, for the performance of the work for which this permit
loo
is issued. My workers' compensation insurance carrier and policy number are:
OWNER -BUILDER DECLARATION
Carrier: STATE COMPENSATION INSURANCE FUND Polity Number: 9119959
1 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
I certify that in the performance of the work for which this permit is issued, I
city or county that requires a permit to construct, alter, improve, demolish, or repair
shall not employ any person in any manner so as to become subject to the workers'
any structure, prior to its issuance, also requires the applicant for the permit to file a
compensation laws of California, and agree that, if I should become subject to the
signed statement that he or she is licensed pursuant to the provisions of the
workers' compensation provisions of Section 3700 of the Lab r Code, I shall forthwith
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
comply with those provisions.
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
Date: Z/ (e_7Applica
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
I ) I, as owner of the property, or my employees with wages as their sole
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
compensation, will do the work, and the structure is not intended or offered for sale.
ONE HUNDRED THOUSAND DOLLARS ($100,000).. IN ADDITION TO THE COST OF
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
apply to an owner of property who'builds or improves thereon, and who does the work
INTEREST, AND ATTORNEY'S FEES.
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
APPLICANT ACKNOWLEDGEMENT
within one year of completion, the owner -builder will have the burden of proving that
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
he or she did not build or improve for the purpose of sale.).
the conditions and restrictions set forth on this application.
( ) 1, as owner of the property, am exclusively contracting with licensed contractors
1. Each person upon whose behalf this application is made, each person at whose
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
request and for whose benefit work is performed under or pursuant to any. permit
State License Law does not apply to an owner of property who builds or improves
issued as a result of this application , the owner, and the applicant, each agrees to, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
the Contractors' State License Law.).
employees for any act or omission related to the work being performed under or
(� I am exempt under Sec. , B.&P.C. for this reason
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
Date: Owner:
work for 180 days will subject permit to cancellation.
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:
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 u the
above -/mentioned property for inspection purposes.
Date: r 22 Signature (Applicant or Age
Application Number:
BWFE2016-0183
Property Address:
80299 VIA PESSARO
APN:
777210035
Application Description:
RONALD GRAHAM / BLOCK WALL
Property Zoning:
Application Valuation:
$1,20b.00
Applicant:
PINNACLE CUSTOM BUILDERS
PO BOX 7342
LA QUINTA, CA 92248
Owner:
RONALD GRAHAM
939 COAST BLV NO 17F
LA JOLLA, CA 92253
Contractor:
PINNACLE CUSTOM BUILDERS
PO BOX 7342
LA QUINTA, CA 92248
(760)898-2875
Uc. No.: 985547
Date: 8/22/2016
Detail: 6' HIGH PILASTER FRONT YARD [ANGELUS SPECIFICATIONS 5=1.9LQj PRECISION CONCRETt'BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
DESCRIPTION.
FINANCIAL INFORMATION
ACCOUNT CITY
AMOUNT.
BSAS SB1473 FEE
101-0000-20306 0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
Credit Card Fee
101-0000-43505
0
$2.42
Total Paid for Credit Card Fee:
$2.42
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
Total Paid for FENCE"OR FREESTANDING'NALL:
$108:77
Bin # - Qty of La Q ulli to
Buifding 8T Safety Division
Permit #f 78-495 Caffe Tampico
La Quinta, CA 92253 - (760) 777-7012
jN1�Zmlb- I �3 Building Permit Application and Tracking Sheet
Project Address:G�Owner's Name:
A. P. Number:
Address: `CJ �i1 ei
Legal Description:
City, ST, Zip: (s�V�� I�. '7 221 J
Contractor: i
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Tele hon c v 1
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Address: (> J E O S 41 Z
Project Description:
City, ST, Zip: t""" O
Tel e hone: .
P ne• -%tao chi 1
9�
State Lie. #
City Lie.
Arch., Engr., Designer: A
Address:
City, ST, Zip:
Telephone:
Constructionecu ane
T e: Occupancy:
YP Y:
State Lie. #
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: CSO G'�
Sq. Ft.:
#.Stories:
# Units:
Telephone # of Contact Person: -760 – g-1 13
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
ittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balaace.
Title 24 Cates.
-Plans pd up.
Construction
Flood plain plan
Plans resubmifte
Mechanical
Grading plan
2" Review, ready for corrcc ' ns/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
14Q..rading
IN HOUSE:-
3" Review, ready for corrections/issue
Develo r Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. APpr
Date of permit issue
School Fees,
Total Permit Fees
SOCK CQ. INC.
sa;.. I11M
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL.
6. MASONRY COMPRESSIVE STRENGTH, I'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.
NOTES:
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. NOT USED
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl ® 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, 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 C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
':FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
1S PLASTIC.
B. NOT USED
9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10: NOT USED.
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. OPTIONAL ADHERED VENEER (MAX WEIGHT=10psf) MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY—ANCHORED VENEER IS NOT PERMITTED.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
16816 OR 16616 CMU
MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT
H .V MAX: 8 N
16'' 2'-9 4 W a16" S0.
6.70 24" 3'-4" 5
7'-4" 16 3'-0'' 4
24. 3'-6' 5
a
16" 3 =-3" 5
w w
24' 4'-0' 1 9
2—#4 s
LOADINGw
a
W
1. SEISMIC, 59. DAMPING m 1 SECOND
ACCELERATION Cs=0.33Wt.
2. SEISMIC LOADING EXCEEDS ALL,
X
8
WIND LOADING FOR EXPOSURE C.
3,
_
120mph AND LESS.
V-8". to 8'-8" High Pilaster
Spread Footing - Seismic, 5% alsec
160 or 240 CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16" SHOWN)
3j" OUTSIDE FACE
3j" OUTSIDE FACE
OF BLOC( TO
OF BLOCK TO
4 OF VERT
Q. OF VERT
X
8
Q =
� V
2—#4 VERT. BARS
_
DWLS. TO MATCH
VERT. REINF. LAP
_
24" MIN.
EQ.
E0,
WET—SET FIRSTlas l' 11�� 011
'.01=10
COURSE
�.
3" CLR.
CONC. FTG.
'8' SQUARE. MIN. TYP.
PER SCHECULE r
B" WIDE (NOM.)
CMU PILASTER, ----.......
SOLID GROUT ALL CELLS?
CENTER VOID OPEN
OR SOLID—GROUT
'W=24" SO.
a,.
O`II COINISi`i=1UGi cC'j,Vi
• � PILASTER SECTION
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Badillo Street • Covina • C4 • 91723-2115
(626) 938-1595 • Facslmile (626) 938-0485
"cngfnce•h,g excN�ence .tn�-¢ tYs�"
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