BWFE2016-023578-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Applicant:
RUCKER MUTH CORP
PO BOX 13017
74125 ACADEMY LN EAST
PALM DESERT, CA 92255
r�fla4e^rw
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
NOV 2 3 2016 00
DESIGN AND OF LA OUINTA
DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 7000)0
f Division of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 995557
Da�!eT 3 Contractor:
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).:
(_J 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 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: 11/23/2016
Owner:
DANIEL WILLIAMSON
Contractor:
RUCKER MUTH CORP
P 0 BOX 13017
74125 ACADEMY LN EAST
PALM DESERT, CA 92255
(760)250-4903
Llc. No.: 995557
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 work 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: 9148462
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 th it. if I should become subject to the
workers' compensation provisions of Section 00pf V"bor Code, I shall forthwith
comply with those provisions. r I( J in
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 information is correct.
I agree to comply with all city and county ordinances and stat laws relating to building
construction, and hereby authorize representatives of this ci en on the
above-mentioned property for inspection purposes.
Dat0-1 (e Signature (Applicant or Agent):
ra
Application Number: . BWFE2016-0235
Property Address: 53659 VIA STRADA
APN: 777200007
Application Description: HIDEAWAY / BLOCK WALL
Property Zoning:
Application Valuation: $14,150.00
Owner:
DANIEL WILLIAMSON
Date: 11/23/2016
Applicant:
Contractor:
RUCKER MUTH CORP
RUCKER MUTH CORP
P 0 BOX 13017
P 0 BOX 13017
74125 ACADEMY LN EAST
74125 ACADEMY LN EAST
PALM DESERT, CA 92255
PALM DESERT, CA 92255
(760)250-4903
--------------------------------------------------------------------------------------------
Llc. No.: 995557
7
Detail: 214.6 LF OF 6' BLOCK WALL 5-1.2 LQ AND 43 LF OF 6' BLOCK
WALL 5-11 LQ AND 5 PILASTERS [ANGELUS SPECIFICATIONS] PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED
COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING
CODES.
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$60.80
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$50.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$63.33
Total Paid for BLOCK WALL:
$174.80
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
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
13In # City of La Qulnta
Building &r Safety Division
Perm�W . . 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-701,2
Building Permit Application and Tracking Sheet
Project Address: 531as-1 Vl% S-&q.DP Owner's Name:,_DmoV,k S.py-j
A. P. Number: -7-717 — 7 OD 6D -
Address:
Legal Description:
City, ST, Zip:
Contractor: r• o. LGC—ALL
Telephone:
e.
................
Address: Ro. Soy, G61-1
Project Description:
City, ST, Zip: CA-
e
T le hone I.P.O -2 3 S
�2
l .2 l
tx w
� I
(� L
4 `�
U �
State Lic. # : 19 5_'7
City Lie. #;
l >l•Q �-� ' �� �_ V(P}�
3- a 5 S-( l
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone-
Co traction Type: Occupancy:
StateL ic. i�
o
Project ect type circle one)! w Add'n Alter Repair. Demo
Name of Contact Person: K1#—_r
f4,,11�
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: _7w - Z_7r 1351
lEstimated Value of Project: I ISO UD
APPLICANT: DO NOT WRITE BELOW THIS LINE
N Submittal Req'd Rcc'd TRACKING PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Verson
Plan Check Balance.
Title 24 Calcs.
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°' Review, ready for corrcctionsrssue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Dced
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN IiOUSE:-
'`'. Review, ready for corrcctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks_ Appr
Date of permit issue
School Fees.
Total Permit Fees
L0_
RUMNI
1 711
MINIM
mom
MINIM
INS
on
..............
JEWS
........... ........
OATE
VIA 5TRADA
VIA STRADA
ftmml Hulce - um—mm svi. PW
5.0 EAJD
214.6 FTO
43.0 FTE]
iNTP
DEPT.
ION
Ivurr• L-1
NORTH SCALE, I— 1 --*-o* POOL CONCEPT
BWCtK CO, INC"
swim 1146
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. 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 o Property Line
C o .100mph iulta
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
5 STD FOR SLUMPSI
JOINT REINF. AT TOP -
COURSE, AT FIRST
COURSE, AND 24"o.c.
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 0 28 DAYS, UNLESS
6" WIDE (NOM.) CMU
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 PREBLENDED MASONRY MORTAR AS
D
a W
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
'X' BARS PER
c)
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS=
SCHEDULE
N
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
CTR. OF WALL
REQUIREMENTS OF ASTM C270.
a
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000ps1.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
'Y BARS PER
IS PLASTIC.
SCHEDULE LAP
'L'
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
PER
VERTICAL CONTINUITY OF THE CELLS.
Z w
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
F. G.
V
J U
40'-0"o.c. OR 20'-O"o.c. IF WALL IS TO BE STUCCO COATED OR
a w
MORTAR WASHED
WET-SETFIRST
CL
10. GROUT ALL CELLS WITH REINFORCEMENT.
_ COURSE --y-
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE ANDIAL�
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL - 1
2-#4 `CON
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROU M
-�
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET 5-5.1.
FUTYP.
GQTONF G.
3" CLR.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPEJ
B' MIN.
r
} e�
PER SCHEDULE
MASONRY FENCE WALL SCHEDULE
H' MAX. X' BARS REINF.WALL STEM 'Y' BARS
16' LONG CMU 18' LONG CMU TYPE
- (,,IN
'L'EMy�
PER 5-2.0 16' LONG CMU 16' LON U
4024"o.c. 027
ESS
Q
6'-0" #4048"o.c. #4®54"o.c.A
B'4®48"o.c. 054" ..
2'=Q"l 11 3' 6 I
2';:'0,'r.. a3�
A'
6'-8" /4048"o.c. x#4045"o.c.A' 4®16"o.c. 018" .c
'B'
4048"o.c. 054" c
2'-O"
7'-4" #4048"o.c. j#4045"o.c.A4016"o.c. 4018"o c.
'B'
3'-
* -
#4048"o.c. #4045"o —c
2'-0" 2'-9"
,QUC
8'-0" x/4040"o.c. x#4036"o.c. 'A'#408-o.c. 09"o.c.
3'-4" 4'-8"
T USP
l� OF CAO. o
B' 4040"o.c. I #4@36"o.c.
2'-0" 3'-0"
DATE SIGNED 3-10-16
ANDERSON DESIGN GROUP
Structural Engineering Building Design
S-1.1LQ
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
#6255
"engineering ex nen— since 195]"
6' to 8' High Site Wall
Trench Footing - C o 100mph (ult)
*z5bC0.�Ne Risk Category I
1,46
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM _ 6" Wide CMU
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. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500ps1. 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. 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 0 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 C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000ps1.
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 IST [E STUCCO COATED 0W')
MORTAR WASHED UU l
10. GROUT ALL CELLS WITH REINFORCEMEN M -n
11. INSPECTIONS: A. AFTER FOOTING IS REA ��C'^ r� `N
�2 COFJGRETE; AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B VRTI[cAL : I
REINFORCEMENT IS IN PLACE AND CELLS A EAI ('FOR GROW
12. FOR TYPICAL FOOTING STEP AND DRAINA –CUT DETA�k$
SEE DETAIL SHEET S-5.1. 1 cn
MINIMUM DEPTH D 0 SLOPE v y
SLOPE SETBACKI
0,
2 :1 2'-6 2'-0 _
3 :1 2'-0" rn –
_. •
OPTIONAL WALL CAP —\
6 STD. LADDER TYPE
#5 STD FOR SLUMPSTONE;
JOINT REINF. AT TOP COUR
AT FIRST COURSE, AND 24
6- WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE 0
CTR. OF WALL
'Y' BARS PER
SCHEDULE LAP
PER 'L'
F.G.
WET–SET FIRST
COURSE
2–#4 CONT.
CONT. CONC. FTG.
H' MAX. R BARS REINF. WALLS M �:BIYRS L' STEM D' MIN.
16" LONG CMU 18" LONG CMU TYPE PER S— 0 18" LONG CMU 18" L
6'-0" #4048"o.c. #4054"o.c. 4024 o.c. w�7 0.. 2'–O" 2 –10'
6'-8" I #4048"o.c. I #4045"o.c. I I #ac_lbpo.c. I #mR _.o.c. I 21-0n I – -
7'-4" I #4048"o.c. I #4045"o.c. 3'-2"
•o• nw new a^_ _ " _ _
1 8'-0" 1 #4040"o.c. I #4036"o.c. I ii Qovo o.a I NM
o.c. I 2-Z-2. 1 0 –o" 1
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Bad lllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"enginee'�n9 excellence since 19S7.
aI
SETBACK
PER
SCHED.
w
r'
2' MIN.
�1
D
w
M U
o ti
w
CL
11 8" ` 5'-0" MIN.
CONT. TO DAYLIGHT
TRVCT VAP
SOF CAL�FO/
DATE SIGNED 3-10-16
S-1.2LQ
#6255
AM
LOT 257
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VIA STRADA IA S TRA DA
PPIVAIC CNdNCCRY Noff 10 PONMACrot
mnv. APPROVED BY:
1- the City of L. Quints
2
Precise Grading Plan
Lot 255. Tract No. 29894-2 .ws Fa
AUSM
Per MB 327156-88,' APN 777-200-007
X—h.r. below.
Callbefm
F
QUg"T
APPROVED'
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