BWFE2016-014753545 Avenida Madero
BWFE2016-0147
1
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Applicant:
HENRY'S MASONRY INC
P O BOX 5185
LA QUINTA, CA 92248
www F Q rw
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
B W FE2016-0147
53545 AVENIDA MADERO
774102014
DIANE NEWAYNO / BLOCK WALL
$1,500.00
A
JUL 01 2016
L____ ITY OF LA QUINTA
COMMUNITY 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 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C29 1 )) License No.: 704270
Date: / Contractor:
OWNER -BUILDER DECLARATIO
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.).
(1 I, as owner of the property, am exclusively contracting with licensed contractors
to construct the projtct. (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.).
tender's
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/1/2016 .
Owner:
GREGORY SCHAEFFER
1788 KENWOOD PL
COSTA MESA, CA 92253
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 the ork r which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Sect on 700 of the Labor Code, for the performance of the work for which this permit
is issue . 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 Section <ofLabor Code, Ishall forthwith
comply with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS'CON 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 370610F 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 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 toept pon the
above-mentioned property for inspection purposes.
Date:/ ~` Signature (Applicant or Agent):
0
f
FINANCIAL •• •
; rDESCRIPTION!', ' s ACCDUNT QTY
="AMOUNT•
'PAID_
#PAID DATE'
_
BSAS SB1473 FEE 101-0000-20306 0
$1.00
$1.00
7/1/16
PAID. BY ;RECEIPT,#
`„CHECK # e s ':
CLTD
d ..1METHOD`z`k a
' HENRY'S MASONRY INC DEBIT R16749
RSE
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00
• r-' DESCRIPTION;
`'''
ACCOUNT `„, ”'
Q TY;
AMOUNT
s
€ PAIO
PAID DATE
+._
N x e
,r
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$47.86
7/1/16
PAID --6Y '
METHOD g `
RECEIPT# s`.
i "? CHECK#
BY,
r.3xlg
. r' `;
HENRY'S MASONRY INC
DEBIT
R16749
RSE
r <DESCRIPTION{a, e
` ` ` ACCOUNTS'"p
AMOUNT
PAID
r
PAIDADATE'
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$60.91
7/1/16
. > METHOD xa t`
'"CHECK #
CLTD BY`
y
HENRY'S MASONRY INC
DEBIT
R16749
RSE
Total Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77
•TALS:, $109.77 $109.77
Description: DIANE NEWAYNO /BLOCK WALL
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 7/1/2016 RSE
APPROVED
Approved: 7/1/2016 RSE
Parcel No: 774102014 Site Address: 53545 AVENIDA MADERO LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 194 Lot: 2
Issued:
UNIT 19
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled: ,
Valuation: $1,500.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0.
Details: 42LF OF 5' GARDEN WALL PER 5-1.11.Q. 1 PILASTER PER S-1.10LQ [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA
BUILDING CODES.
LjApplied to Approved
Printed: Friday, July 01, 2016 9:43:32 AM 1 of 2
Eyrw sysTf.
INSPECTIONS
PARENT PROJECTS '
Y.w
f", .
-
77777
" 'ta"' "'
:`CLTD:
DESCRIPTION r
r_.'A000UNT. - .s
QTY
,,AMOUNT
n PAID
(PAID DATE
'RECEIPT;#
.,CHECK#0
METHOD
,; .. PAID BY,.`n`
{ •-, *
BY
-.411
HENRY'SINC MASONRY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
7/1/16
R16749
DEBIT
RSE
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 $1.00
' BSA:
WALL/FENCE -FIRST
HENRY'S MASONRY
101-0000-42404
0
$47.86
$47.86
7/1/16
R16749
DEBIT
RSE
100 LF '
INC
WALL/FENCE - FIRST
HENRY'S MASONRY
101-0000-42600
0
$60.91
$60.91
7/1/16
R16749 .
DEBIT
RSE
100 LF PC
•
INC
Total Paid for FENCE OR FREESTANDING WALL: •$108.77 $108.77
TOTALS: 0• 0•
INSPECTIONS
PARENT PROJECTS '
c
Qin # ^
City of La Quin to
Building & Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet-.-..
Permit #f
Project Address: S e
Owner's Name:tIl% ' Q
A. P. Number:
Address: s e 1:51G4%V
Legal Description:
City, ST, Zip:
Contractor: 0 qq/ S
/ Y Q
Tlehne .
e P o
Address:t '
Q 6 d ( s
Project Description:
City, ST, Zip:
e, t
.S % W
Telephone:2S
'.
7YA cr. ecr5 o
r
State Lic. #: 70. % a-) o
City Lic. #L1
0A tv
Arch.', Engr., Designer:
Address:
City., ST, Zip:
Telephone:
Construction TY Pe: Occupancy:
ancY:
State Lic.
circle ne • Add'
n Alter Repair N w Demo
Name of Contact Person:
# Stories:
# Units:
Telephone # of Contact Person:mated
Value of Pro• .
APPLICANT: DO NOT WRITE BELOW THIS LINE
tl
Submittal
Req'd
Recd
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
Title 24 Calcs.
Plans picked up
Construction
Floodplain plan
Plans resubmitted
Mechanical
Grading plan
2"d Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted '
Grading
IN HOUSE:-
'"! Review, ready for correctionstissuc
Developer. Impact Fee
Planning Approval
Called Contact Person
A.I.P.P..
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit Fees
4
rACOIW- 7-.Pffg N - Lkw ft f
PHONE
;. __... ...
.......................
B*C CZk,,INC.
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM .
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVEPRESSURE = 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.
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.
6' to 8' High Site Wall
.
Spread Footing ® Property Line
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6.INCH LAP SPLICES.
C ® 100mph (ult.)
6" WIDE (NOM.) CMU
Risk Category. I
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS GROUT CELLS '
6" Wide CMU
OTHERWISE REQUIRED BY SOILS REPORT. w/ REINF.
OPTIONAL WALL CAP
O
.
rn71
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
0 >
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
#6 STD. LADDER TYPE
(#5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND 'X' BARS PER
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS SCHEDULE
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY CTR. OF WALL
VY
REQUIREMENTS OF ASTM C270.
COURSE, AT FIRST
COURSE, AND 24"o.c.
6. GROUT' SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2-#4 CONT.-
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. CONT. CONIC. FTG.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL SCHEDULE
'Y' BARS 'L' STEM B' MIN.
16" LONG CMU 18" 'X' BARS REINFNALL STEMLONG CMU TYPE PER S-2.0 16" LONG CMU 18" LONG CMU
6'-0" I #4048"o.c. I #4@54"o.c. 'AXZAMn uZ(d :PA
6'-8" I #4048"o.c. I /%4045"0.c. IIA rfiN Q" IIAA# A o'_a"
7'-4" 1 #4048"o.c. I #4045"o.c. o• uAraAo^- - AaAc^- - ._ ^ ,,_ .,
3'-4"
8'-0" #4®40"o.c. #4®36"o.c. o wa#An 4Ar•Yr " z
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East fiadillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
e grnee r.,g excerre ce since 1951.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6.INCH LAP SPLICES.
6" WIDE (NOM.) CMU
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS GROUT CELLS '
OTHERWISE REQUIRED BY SOILS REPORT. w/ REINF.
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 PREBL ENDED MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND 'X' BARS PER
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS SCHEDULE
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY CTR. OF WALL
REQUIREMENTS OF ASTM C270.
6. GROUT' SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
f
- FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE 'Y' BARS PER
IS PLASTIC. SCHEDULE LAP -
PER 'L'
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
F.G.
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 WET -SET FIRS_
10. GROUT ALL CELLS WITH REINFORCEMENT. COURSE
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2-#4 CONT.-
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. CONT. CONIC. FTG.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL SCHEDULE
'Y' BARS 'L' STEM B' MIN.
16" LONG CMU 18" 'X' BARS REINFNALL STEMLONG CMU TYPE PER S-2.0 16" LONG CMU 18" LONG CMU
6'-0" I #4048"o.c. I #4@54"o.c. 'AXZAMn uZ(d :PA
6'-8" I #4048"o.c. I /%4045"0.c. IIA rfiN Q" IIAA# A o'_a"
7'-4" 1 #4048"o.c. I #4045"o.c. o• uAraAo^- - AaAc^- - ._ ^ ,,_ .,
3'-4"
8'-0" #4®40"o.c. #4®36"o.c. o wa#An 4Ar•Yr " z
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East fiadillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
e grnee r.,g excerre ce since 1951.
3" CLR.
TYP.
'B' MIN.
PER SCHEDULE
pFESS/Q1,_
o `'\Q
OF CAQ
DATE SIGNED 3-10-16
S-1.1LQ
rV1 #6255
T Ac,L
J
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a
51s"
nn,!
>
x
w
J
7
Z W
U
Z J
A a w
CL
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3" CLR.
TYP.
'B' MIN.
PER SCHEDULE
pFESS/Q1,_
o `'\Q
OF CAQ
DATE SIGNED 3-10-16
S-1.1LQ
rV1 #6255
T Ac,L
J
D
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x
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a
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BLOCK CO..INC.'
Since 1948
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
END OF WALL
x O 5xHF
' tJ
Z
Z O
Z
= W
W
lL
W
= m
W' U
Z iL
a
a a
8' High Max. Site `!Nall
C ® 100mph
Risk .Category I.
6" Wide CMU
RETURN TYP.-
5xHF O xHF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES O & UB
J TOTAL WALL LENGTH J
3 Z.
5 x HF MIN. 5 x HF MIN,
DATE SIGNED 3-10-16
ANDERSON DESIGN iGROUP 3 I (f C
Structural Engineering Building Design---
91723 -- 8 S 2 0 T L
228 East Bad illo Street • Covina • CA • -2115
(626) 938-1595 • Facsimile (626) 938-0485 - #6255
"e g eeri.,g exce ience since 957"
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