BWFE2015-002778-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 9225.
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
ULRICH SAUERBREY
74948 LIVE OAK STREET
INDIAN WELLS, CA 92210
BW FE2015-0027
80031 CHAMPIONS WAY
775370016
239 LF OF COMBO WALL
$14,937.50
T4bt 4 4 Qumro
MMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
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 P fessions Code,
and my License is in full force and effect.
License Cla s: B Lice se No.: 927267
Dates l �� Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt fro the Contr ctor's State
License Law for the following reason (Sec. 7031.5, Business an wns 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
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 Na
Lender's Add
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/28/2015
Owner:
LQR GOLF
1 BUSH ST STE 1100
SAN FRANCISCO, CA 0
Contractor:
CALIFORNIA WEST CONSTRUCTION 1
5927 PRIESTLY DRIVE STE 110
CARLSBAD, CA 92008
(760)918-6768
LIC. No.: 927267
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
oft� k for which this permit is issued.
ii . 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 a workers'
compensation laws of California, and agree that, if I should become su Vect to the
workers' compensation provisions of SeckOOe Labo , e, shall forthwith
comply wi those provisions.S^
/ l..l
Dat 2 Applicant.
WARNING: FAILURE TO SECURE WORKERS' COMPENSATIONOANDCIVILF
NLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIESUPTOONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITT 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 state laws relating to b ilding
construction nd hereby authorize representatives of this cit�tenterupon th above
mentioned roperty for inspection purposes.
of
Date: Signature (Applicant or Agent):
FINANCIAL
DESCRIPTION ACCOUNT- CITY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE 101-0000-20306
0
$1.00
$0.00
PAID BY METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$91.36
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$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
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL $200.13 $0.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - EA ADD 50 LF
101-0000-42404
0
$43.50
$0.00
PAID BY
METHOD
RECEIPT#
CHECK #
CLTD BY
DESCRIPTION,-
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for RETAINING WALL $152.27 $0.00
40 $0.00
Description: 239 LF OF COMBO WALL
Type: WALL/FENCE
Subtype: Status: APPROVED
Applied: 1/12/2015 SKH
Approved: 1/28/2015 SKH
Parcel No: 775370016 Site Address: 80031 CHAMPIONS WAY LA QUINTA,CA 92253
Subdivision: TR 29421
Block: Lot: 38
Issued:
Lot Scl Ft: 0
Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $14,937.50
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
1/12/2015
Details: 239 LF OF COMBO WALL PER APPROVED DETAIL. 2013 CALIFORNIA BUILDING CODES.
Printed: Wednesday, January 28, 2015 10:08:18 AM 1 of 3 CRWY.STFM.S
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
E-MAIL
STEPHANIE KHATAMI
1/12/2015
1/12/2015
PLAN CHECK SUBMITTAL
STEPHANIE KHATAMI
1/8/2015
1/8/2015
RECEIVED
CONDITIONS
CONTACTS
NAME TYPE NAME
ADDRESSI
- CITY STATE
ZIP PHONE FAX EMAIL
APPLICANT
ULRICH SAUERBREY
74948 LIVE OAK STREET
INDIAN WELLS
CA
92210
ulrichs@uslandlink.co
m
CONTRACTOR
CALIFORNIA WEST CONSTRUCTION 1
5927 PRIESTLY DRIVE
CARLSBAD
CA
92008
STE 110
OWNER
LQR GOLF
1 BUSH ST STE 1100
SAN FRANCISCO
CA
1 0
Printed: Wednesday, January 28, 2015 10:08:18 AM 1 of 3 CRWY.STFM.S
SEQID
INSPECTION TYPE'
FINANCIAL INFORMATION
SCHEDULED
DATE
CLTD
DESCRIPTION ACCOUNT QTY AMOUNT PAID
PAID DATE RECEIPT # CHECK # METHOD PAID BY
BY
BSAS SB1473 FEE 101-0000-20306 0 $1.00
$0.00
FOOTINGS
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
WALL/FENCE - EA
101-0000-42404
0
$91.36
$0.00
FINAL"
ADDITIONAL 50 LF
0
BOND BEAM
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL $200.13 $0.00
RET WALL <=12 - EA
101-0000-42404
0
$43.50
$0.00
ADD 50 LF
RET WALL <=12 - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
RET WALL <=12 - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for RETAINING WALL $152.27 $0.00
TOTALS:40 $0.00
SEQID
INSPECTION TYPE'
INSPECTOR
SCHEDULED
DATE
INSPECTIONS
COMPLETED
DATE
RESULT
REMARKS
NOTES
0
FOOTINGS
AOR
0
FINAL"
0
BOND BEAM
Printed: Wednesday, January 28, 2015 10:08:18 AM 2 of 3 CN?
SY.STFM.S
I` REVIEW TYPE
I . REVIEWER
I SENT DATE
I DUE DATE
I R
I STATUS
I REMARKS
I NOTES
DATEED
BOND INFORMATION
Printed: Wednesday, January 28, 2015 10:08:18 AM 3 of 3 CR
CV.C7F M.0
CITY OF LA Q - IM ,
BUILDING & SAF DEP r•
APPROVE D
FOR CONSTRUE CION
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�— B" CMU FULL HEIGHT
NOTE' PROVIDE LEVEL ONE SPECIAL
INSPECTION PER CBC TABLE 1704.5.1 OF
THE MASONRY STEM PRIOR 70 GROU77NG
TO VERIFY GRADE, STZEAND PROPER
PLALEMSW OF REINF0RCBMENTAND 70
ENSURE THE GROUTSPACE5 THE PROPER
SZE WITHOUT 0BMUC170N OTHER THAN
NORMAL MORTAR FINS.
4 •
'B'
(2) # 4 HORZ. CONT.
®2a ` o/c PGA WEST/L4 QUINTA
F' DOWELS 0 EDGE TR. NO. 36537
'D'
'E'
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-
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#4032" 0/C 33
N/A
GROUTED W/ SPCL.
INSPECAON R£0D.
• • 4` DIA. SDR 35 PERF PIPE W/ 12" OF
2'-8'
2'-81
N/A
, , 3/4" GRAVEL WRAPPED W/ MIRAFI 140M
N/A .
#4032" O/C 41'
N/A
FILTER FABRIC.EXTENOING UP TO 12" OF
\
:, t •. •.' FINISH GRADE — 2% SLOPE TO DRAIN
12'
PROND£ OUTLETS 0 100' INTERVALS
3'-4�3'-4"
m
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14 HORZ. CONT. ® 12" O/C �O 8
_ ® TOP & BOTTOM OF V
FOO ANG
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V`
'A'.
'B'
'C'
'D'
'E'
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VERT
'H' BAR
2'—o"2'—O"
N/A
2'-6"
N/A
#4032" 0/C 33
N/A
4®32" O/C I _
6"
2'-8'
2'-81
N/A
2'-9"
N/A .
#4032" O/C 41'
N/A
4®32" O/C
12'
-6"
3'-4�3'-4"
N/A
3,-0»
N/A
#4®32" 0/Ci49'
•
N/A
4®32" O/C
12"
6-
"4'-0'4'-0"
41-0j'4)—O"
N/A
3'-3"
4»
#4016" 0/C 57'
N/A
4016" 0/C I 3
4'—BV-8"
N/A
3,-6"
6"
#4®16" O/C 65'
L
N/A
5®16" 0/C.
_
12
6„
5'-4'J5!-4'
N/A
3'-9„
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#5016" 0/C 73'
N/A
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12"
6"
6'-0'
4'-0"
2'-0:;
4'-3„
10"
#5016" 0/C 33'
#4016" 01C
/
5016" O/C r4_
12"
6"
COMBO RETAINING WALL PER SECTION) J,
K -K AND UPPER WALL ON SECTION N.
RETAINING WALL NOTES:
MATERIALS:
8. WALLS SHOULD BE GROUTED ATWHElGHTIN7H ms.
C1ONIRETE• Pc a 4000 PSI @ 18 DAYS W10.50 WA7ER1aNL70T RATIO.
GROUTING SHOULD BE PERFORMED AS SOONASPOSSIBLE
RETNFORQNGS7EEL:A5774A-615GRADE60.
AFTER THE CVNCRE7FKASONRYUNlTSARE PLACED.
CONCRETE MASONRY UNITS: ASTM C.90
MORTAR: USE OBP TYPE S PER A5174 C270
9. PROVIDE CONTROL JOINTS AT 40'01C MAX.
GROUT.'. USE 2000 PST 0 28 CIA YS PER Ann C 476.
CEMENT: PORTTAND CEMLMPER AWN C-150 TYPEHIV
10. BUILDING DEPAR7MEMINSPECITON SHALL HE OF THE
FOLLOWINGSTEPS:
Ist FOUNDATION 7MWCN IMM SECURED RETNIVRaNGSTEEL
GENERAL N0TE5:
2nd. BLOCX WALL WITH REINFORCING STEM BEROREGROUT.
3Ld. MID-HEIGHT GROUTING FOR WALLS OVER 4' HIGH.
1. ALL MA7ERL4LS, PRODUC75, WORMENSHIP, 7E57TNGAND
4th. GROUTED WALL ANDORAMAGESMER
INSPECTION SHALL COMPLYW7H 7NE2013 CW-
Sib 9400.71LAND FINAL '
2. ALL FW77NLSSHALL BEPOURED ONUNDISTURBEDN47VRAL
11.OMITHE4DJOINTSATFIRSTCOURSEATEVERY32'O/CWITH
GROUND OR ON UNDISTURBED ENGINEERED FILL
1 LU. FT OF s/ 'GRAVEL. FOR WEEPHOLEWHEN THE WALL IS
LESS TMAN3' 6� .
I WALL SHALL BE LAID TRUE AND PLUMB, AND ALL OEl1S
SHALL BE GROUTED SOLID.
12, PROVIDE 4'e SDR 35 PERFORATED PIPE WITH Poum770NS
DOWNAT l % MIM SLOPEWIIH I CF. OF3/4-GRAVEL
4. ALL SPUCES SHALL BE 48 BAR DIAMETERS.
WRAPPED WITH MIRAFI 140N F7L7ER FABRIC OR EQUAL BACK
DRAINAGESYMM SHALL HAVIE TEE CONNECTION AND NON-
5. ALL VER77C AL AND HORaONTAL BARS SNAIL BE TIED
PERFORATED 2'g OUTLET PIPEAT EVERY 10' O/C THROUGH
TOGETHER.
THE WALL AT 2 % SLOPEABOVE THE FINISHED SURFACE
6. DO NOT USEHEAVYCDMPACTION EQUIPMENTALALiCENT TO
THE WALL THE CONTRACTOR SHALLBERE PONSIBLEFOR
ANY aWGES 70 THE WALL RESULTING FROM INAPPROPRIATE
COMPACTION TEC7VIQUESAND EQUIPMENTS
7. THERETATNING WALLS SHALL NOT BE 84C70.7L ED UNTIL AT
LEAST 14 D4 VS - UNLESS PROPER SHORTNGisPROV7DED
NATURAL SCD. OR_ f ..
CONROL JOINT
fIA
BLOCK WALL W1 RE7NFORaNG .
PER DETAILS
04 HORZ CONT. ® TOP ASREW RED-
AROWE24' MIN. WAND K4WrAOY3'
al AR FROM SOIL
04 HORZ CONE m BOTTOM - PROVIDE 24' ,
MLN. LAPAND MATNTATN 3' aE4R fROM
SOIL
FOOTING STEP DETAIL
.S .
"kN
C31925
Exp. 12-31-2014
iprql C 1V
C Pt
Ilse mono Item Settings > Printing & Title Block
to set these five tines of Information
for your program.
This Wall In File: c:\users\tmallis\documents\retainpro 10 project
Criteria
1.,,247 lbs
Retained Height =
2.00 ft
Wall height above soil =
6.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
6.00 in
Water height over heel =
0.0 ft
Title 2'0" retain w 6' wall 110 85c wind Page:
Job # ...New... Dsgnr`. Date: 18 SEP 2014
Description....
west tr 36537 signature
INC. Cantilevered Retaining Wall Design
Surcharge Loads
1.,,247 lbs
S.urcha* Over Heel =
0.0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe=
0.0 psf
Used for Sliding & Overturning
Allowable =
Axial Load Applied to Stem
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 In
Design Summary
Footing Shear @ Heel =
Wall Stability Ratios
Allowable =
Overturning =
1.67 OK
Sliding -
1.92 OK
Total Bearing Load -
1.,,247 lbs
...resultant ecc. =
10.12 in
Soil Pressure @ Toe =
2,044 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
2,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
2,453 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel =
5.9 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
276.0 lbs
less 100% Passive Force= -
93.8 lbs
Iess*100% Friction Force = -
436.3 lbs
Added Force Req'd =
0.0 lbs OK
....for 1.5: 1 Stability =
0.0 lbs OK
Load Factors
= 150.0 psf/ft
Building Code
CBC 2013,ACI
Dead Load
1.400
Live Load
1.700
Earth, H
2.200
Wind, W
1.300
Seismic, E
1.000
Soil Data
Allow Soil Bearing = 2,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 40.0 psf/ft
;ode: CBC 2013,AC1 318-11,ACI 530-11
Passive Pressure
= 150.0 psf/ft
0.0 #/ft
...Height to Top =
0.00 ft
Soil Density, Heel
= 115.00 pcf
The above lateral load
Wall to Ftg CL Dist =
has been Increased
1.00
Soil Density, Toe
=. 115.00 pcf
0.0 ft
at Back of Wall
8.00
FootingIISoil Friction
= 0.350
# 4
# 4
t .
Soil height to ignore
32.00
"'"
Rebar Placed at
=
for passive pressure
= 12.00 In
"'
:a=•
Lateral Load Applied to Stem
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 ft
...Height to Bottom =
0.00 ft
The above lateral load
Wall to Ftg CL Dist =
has been Increased
1.00
by a factor of
Base Above/Below Soil =
Wind on Exposed Stem = 16.0 psf
.Adjacent Footing Load
Top
AdjacentFooting Load =
0:0:Jbs
Footing Width =
0.00 ft
Eccentricity
0.00 in
Wall to Ftg CL Dist =
0.00 ft
Footing Type
Line Load
Base Above/Below Soil =
0.0 ft
at Back of Wall
8.00
Poisson's Ratio =
0.300
Stem Construction
Top
Stem
2nd
OK
Design Height Above FtE
ft=
Stem OK
2.00
Stem
0.00
Wall Material Above "Ht"
=
Masonry
Masonry
Thickness
= ASD
6.00
8.00
Rebar Size
-
# 4
# 4
Rebar Spacing
=
32.00
32.00
Rebar Placed at
=
Center
Edge
Design Data
fb/FB + fa/Fa
=
0.575
0.545
Total Force @ Section
lbs =
96.0
176.0
Moment.... Actual
ft-# =
288.0
533.3
Moment..... Allowable
ft-#=
501.0
979.3
Shear..... Actual
psi =
2.9
2.8
Shear..... Allowable
psi =
45.7
45.4
Wall Weight
psf=
47.0
84.0
Rebar Depth 'd'
in=
2.75
5.25
LAP SPLICE IF ABOVE
In=
24.00 ..
24.00
LAP SPLICE IF BELOW
in =
24.00
HOOK EMBED INTO FTG In =
6.00
Masonry Data
fm
Fs
Solid Grouting
Hook embedment reduced by stress ratio
Modular Ration'
Short Term Factor
Equiv. Solid Thick.
Masonry Block Type
Masonry Design- Method
Concrete Data
Tc
Fy
psi = 1,500
1,500
psi = . 32,000
32,000
= No
Yes
= 21.46
21.48
= 1.000
1.000
in = 3.90
7.60
= Normal Weight
= ASD
psi
psi
' 'Use menu Item Settings > Printing & Title Block
to set these five lines of information
for your program.
Title 2'07 retain w 6' wall 110 85c wind Page:
Job # ...New... Dsgnr: Date: 18 SEP 2014
Description....
This Wall in File: c:lusersltmallisldocumenisVdtainpro'4.0,projecf filesili west tr 36537.signature
RetainPro 10 (c),1"7 2014; Bulid:•10.14 8:13
Iceru e; Kw o o55gga 1
kicense To �RCt� t3LOCKC.OMPANY; INC.
Cantilevered Retaining Wall Design %ode: CBC 2013,ACI 318-11,ACI 530-11
Footing Dimensions & Strength's
Footing Design Results
Force Distance Moment
Toe Width = 0.00 ft
Toe
Heel
Heel Width = 2.50.
Factored Pressure = 2,453
0 psf
Total Footing Width = 2.50
Mu': Upward = 0
125 ft-#
Footing Thickness = 12.00 in
Mu': Downward = 0
1,064 ft-#
Sloped Soil Over Heel =
Mu: Design = 0
939 ft-#
Key Width = 0.00 in
Key Depth = 0.00 in
Actual 1 -Way Shear = 0.00
5.86 psi
Allow 1 -Way Shear = 0.00
75.00 psi
Key'Distance from Toe = 2.75 ft
Toe Reinforcing = None Spec'd
Added Lateral Load =
fc = 2,500 psi Fy = 60,000 psi
Heel Reinforcing = None Spec'd
Footing Concrete Density = 150.00 pcf
Key Reinforcing = None Spec'd
Min. As % = 0.0018
Other Acceptable Sizes & Spacings
Soil Over Toe =
Cover @ Top 2.00. @ Btm: 3.00 in
Surcharge Over Toe =
Toe: Not req'd, Mu < S • Fr
Total 276.0 O.T.M. 756.0
Heel: Not req'd, Mu < S • Fr
450.0 0.28
126.5
Key: No key defined
Earth @ Stem Transitions=
Summ=ry of Overturning,.& Resisting Forces & Moments
..:..OVERTURNING.....
.....RESISTING.....
Force Distance Moment
Force Distance
Moment
Item lbs ft ft-#
lbs ft
ft-#
Heel Active Pressure = 180.0 1.00 180.0
Soil Over Heel =
421.7 1.58
667.6
Surcharge over Heel =
Sloped Soil Over Heel =
Surcharge Over Toe =
Surcharge Over Heel =
Adjacent Footing Load =
Adjacent Footing Load =
Added Lateral Load =
Axial Dead Load on Stem =
Load @ Stem Above Soil = 96.0 6.00 576.0
• Axial Live Load on Stem =
=
Soil Over Toe =
Surcharge Over Toe =
Total 276.0 O.T.M. 756.0
Stem Welght(s) =
450.0 0.28
126.5
Earth @ Stem Transitions=
_ -
Footing Weight -
375.0 1.25
468.8
Resist[ ng/Overturn Ing Ratio = 1.67
Key Weight =
2.75
Vertical Loads used for Soil Pressure = 1,246.7 lbs
Vert. Component =
Total =
1,246.7 lbs R.M.=
1,262.9
• Axial live load NOT Included in total displayed or used for overturning
resistance, but is Included for soil pressure calculation.
Use menu item Settings >,Printing & Title Block Title 2'8" retain w ti' wall 110 85c wind Page:
to set these five fines of Information Job # ...New... Dsgnr: Date: 18 SEP 2014
for your program. Description....
This Wall in File: c:\users\tmaIlis\documents\retainpro 10 project files\pga west tr 36537 signature
Icense:W=o Q59g4 1 Cantilevered Retaining Wall Design %ode: CBC 2013,AC1 318-11,AC1 530-11
�icense �o : URCO BLOCK COMPANY, INC.
Criteria . Soil Data d
Retained Height = 2.67 ft Allow Soil Bearing = 2,500.0 psf
Equivalent Fluid Pressure Method
Wall height above soil = 6.00 ft Heel Active Pressure = 40.0 psf/ft
Slope Behind Wall = 0.00: 1 =
Height of Soil over Toe = 6.00 in Passive Pressure = 150.0 psf/ftIN
Water height over heel = .0.0 ft
Surcharge Loads
1,938 psf OK
Surcharge Over Heel =
0,0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
2,326 psf
Axial. Load Applied to Stem_
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 In
Design Summary
Sliding Calcs (Vertical Component NOT Used)
Wall Stability Ratios
365.4 lbs
Overturning =
1.86 OK
Sliding =
1.75 OK
Total Bearing Load = 1,558 lbs
...resultant ecc. 10.07 in
Soil Pressure @ Toe =
1,938 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable=
2,500 psf
Soil Pressure Less, Than Allowable
ACI Factored @ Toe =
2,326 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel =
6.1 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
365.4 lbs
less 100% Passive Force =
93.8 lbs
less 100% Friction Force = -
545.5 lbs
Soil Density, Heel = 115.00 pcf
Soil Density, Toe = 115.00 pcf
Footingi[Soil Friction = 0.350
Soil height to ignore
for passive pressure = 12.00 in
Lateral Load Applied to Stem
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 ft
....Height to Bottom =
0.00 ft
The above lateral load
Wall to Ftg CL Dist =
has been increased
1.00
by a factor of
Base Above/Below Soil
Wind on Exposed Stem = 16.0 psf
Adjacent Footing Load
ft=
Adjacent Footirig Load -
pA Itis
Footing Width -
0.00 ft
Eccentricity
0.00 in
Wall to Ftg CL Dist =
0.00 ft
Footing Type
Line Load
Base Above/Below Soil
=
at Back of Wall
0.0 ft
Poisson's Ratio =
0.300
Stem Con_ struction Top stem 2nd
Stem OK Stem OK
Design Height Above Ftg
ft=
2.67
0.00
Wall Material Above "Ht"
=
Masonry
Masonry
Thickness
-
6.00
8.00
Rebar Size
=
# 4
# 4
Rebar Spacing
=
32.00
32.00
Rebar Placed at
=
Center
Edge
Design Data
Masonry Block Type
=
Normal Weight
Masonry Design Method
fb/FB + fa/Fa
=
0.575
0.685
Total Force @ Section
lbs =
96.0
238.6
Moment.... Actual
ft-# =
288.0
671.2
Moment ..... Allowable
ft-#=
501.0
979.3
Shear..... Actual
psi =
2.9
3.8
Shear..... Allowable
psi =
45.7
45.7
Wall Weight
psf =
47.0
84.0
Rebar Depth 'd'
In=
2.75
5.25
LAP SPLICE IF ABOVE
in =
24.00
24.00
LAP SPLICE IF BELOW
in=
24.00
HOOK EMBED INTO FTG in =
6.00
Added Force Req'd
_. 0.0 lbs OK
....for 1.5 : 1 Stability
= 0.0 lbs OK `
Load Factors
Building Code
CBC 2013,ACI
Dead Load
1.400
Live Load
1.700
Earth, H
2.200
Wind, W
1.300
Seismic, E
1.000
Masonry Data Hook embedment reduced by stress ratio
fm
psi=
1,500 1,500
Fs
psi =
32,000 32,000
Solid Grouting
=
No Yes
Modular Ratio 'n'
=
21.48 21.48
Short Term Factor
=
1.000 1.000
Equiv. Solid Thick.
in=
3.90 7.60
Masonry Block Type
=
Normal Weight
Masonry Design Method
=
ASD
Concrete Data
y `��'
fc
psi:=
/�-' 0 `Cry
Fy
psi
04()A4
-V2
s ,..
Use menu item Settings > Printing & Title Block
to set these five lines of Information
.for your program.
Title 2'8" retain w 6' wall 110 85c wind • Page:
Job # ...New... Dsgnr: Date: 18 SEP 2014
Description....
This Wall. in File: c:\users\tmallls\documents\retainpro 10. project files\pga west tr 36537 signature
RetalnPro 10 (c)1987-2014, Build 10.14.8.13
Surcharge Over Heel =
Icense : KW -0 401 Cantilevered Retaining Wall Design
License To : ORCO BLOCK COMPANY, INC.
• :ode: CBC 2013,ACI 318-11,ACI 530-11
Axial Dead Load on Stem =
Axial Live Load on Stem =
Footing.Dimensions & Strengths
Foot ng:Des gri Results
Toe Width = Q;.O.O:ft
Toe
Heel
506.3 0.29 145.3
Heel Width = 2.75.
Factored Pressure = 2,326
0 psf
412.5 1.38 567.2
Total Footing Width = 2.75
Mu': Upward = 0
328 ft-#
Footing Thickness = 12.00 In
Mu': Downward = 0
1,620 ft-#
Mu: Design = 0
1,292 ft-#
Key Width = 0.00 in
Key Depth = 0.00 in
Actual 1 -Way Shear �= 0.00
6.07 psi
Key Distance from Toe. = 2.75 ft
Allow 1 -Way Shear = 0.00
75.00.psi
Toe Reinforcing = None Spec'd
fc = 2,500 psi Fy = 60,000 psi
Heel Reinforcing = None Spec'd
Footing Concrete Density = 150.00 pcf
Key Reinforcing = None Spec'd
Min. As % = 0.0018
Other Acceptable Sizes & Spacings
Cover @ Top • 2.00 @ Btm: 3.00 in
Toe: Not req'd, Mu < S ' Fr
Heel: Not req'd, Mu < S " Fr
Key: No key defined
Summa :. of Overturnin & Resistin
:Forces &:Moments
_.,.OVERTURNING,.,... ' -
.....RESISTING.....
Force Dlitance
' Moment
Force Distance Moment
Item lbs ft
ft-#
lbs ft ft-#
hfeel Active Pressure = 269.4 1.22
329.5 Soil Over Heel
=
639.7 1.71 1,092.8
Surcharge over Heel
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load -
Load '@ Stem Above Soil = 96.0 6.67 640.3
Total 365.4 O.T.M. 969.9
Res lsting/Overturning Ratio = 1.86
Vertical Loads used for Soil Pressure = 1,558.5 lbs
N
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Axial Live Load on Stem =
Soil Over Toe =
Surcharge Over Toe =
Stem Weight(s) =
506.3 0.29 145.3
Earth @ Stem Transitions =
Footing Welghl =
412.5 1.38 567.2
Key Weight =
2.75
Vert. Component =
Total =
1,558.5 lbs R.M.= 1,805.2
` Axial live load NOT included in total displayed or used for overturning
resistance, but is Included for soil pressure calculation.
Use menu item Settings > Printing & Title Block
to set these five tines of information
for your program.
Title 3'4" retain w 6' wall 110 85c wind Page:
Job # ..,New... Dsgnr: Date: 18 SEP 2014
Description....
This Wall in File: c:\users\tmallis\documents\retainpro 10 project files\pga west tr 36537 signature
RetAlnPro 10 (c):.1987 2014; .6ittld 1'0:14:8:13
license:K ' 'go�5ga'p " Cantilevered Retaining Wall Design %ode: CBC 2013,ACI 318-11,ACI 530-11
License To . ORCO BLOCK COMPANY, INC,
Criteria Soil Data
Retained Height =
3.33 ft
Allow Soil Bearing
= 2,500.0 psf
Wall height above soil =
6.00 ft
Equivalent Fluid Pressure Method
Heel Active Pressure - 40.0 psf/ft
Slope Behind Wall =
0.00:1
Axial Load.Applied to Stem
=
Height of Soil over Toe =
6.00 In
Passive Pressure
= 150.0 psf/ft
Water height over heel =
0.0 ft
Soil Density, Heel
= 115.00 pcf
471.0 lbs
Overturning =
Sol[ Density, Toe
= 115.00 pcf
1.61 OK
Added Force Req'd =
FootingiiSoil Friction
= 0.350
0.0 lbs OK
Rebar Placed at
Soil height to ignore
Center
Edge
Design Data
for passive pressure
= 12.00 in
Surcharge Loads
1,964 psf OK
Surcharge Over'Heel
0.0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
2,357 psf
Axial Load.Applied to Stem
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 in
Design Summary
Sliding Calcs (Vertical Component NOT Used)
Wall Stability Ratlos
471.0 lbs
Overturning =
1.99 OK
Sliding
1.61 OK
Total Bearing Load - 1,905 lbs
...resultant ecc. 10.24 In
Soil Pressure &Toe =
1,964 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable=
2,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
2,357 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel =
6.6 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
471.0 lbs
less 100% Passive Force= -
93.8 lbs
less 100% Friction Force = -
666.8 lbs
Added Force Req'd =
0.0 lbs OK
....for 1.5 : 1 Stability =
0.0 lbs OK
11 Lateral Load Applied to Stem
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 ft
...Height to Bottom =,
0.00 ft
The above lateral load
Wall to Ftg CL Dist =
has been Increased
1.00
by a factor of
Base Above/Below Soil =
Wind on Exposed Stem = 16.0 psf
Adjacent Footing Load
Top
AOJaceni'Fooling,Load =
0.Q lbs
Footing Width =
0.00 ft
Eccentricity -.
0.00 in
Wall to Ftg CL Dist =
0.00 ft
Footing Type
line Load
Base Above/Below Soil =
0.0 ft
at Back of Wall
Masonry
Polsson's Ratio
0.300
Stem Construction
Top
stem
2nd
Dead Load
1.400
Stem OK
Stem OK
Design Height Above Ftg
ft=
3.33
0.00
Wall Material Above "Ht"
_
Masonry
Masonry
Thickness
6.00
8.00
Rebar Size
=
# 4
- # 4
Rebar Spacing
=
32.00
32.00
Rebar Placed at
=
Center
Edge
Design Data
fb/FB + fa/Fa
=
0.575
0.872
Total Force @ Section
lbs =
96.0
317.8
Moment.... Actual
ft-# =
288.0
853.9 `
Moment..... Allowable
ft-#=
501.0
979.3
Shear..... Actual
psi =
2.9
5.0
Shear.`.... Allowable
psi =
45.7
46.0
Wall Weight
psf=
47.0.
84.0
Rebar Depth 'd'
In=
2.75
5.25
LAP SPLICE IF ABOVE
In =
24.00
36.00
LAP SPLICE IF BELOW
in =
24.00
HOOK EMBED INTO FTG In =
7.32
Hook embedment
reduced by stress ratio
Masonry Data
fm
psi=
1,500
1,500
Fs
psi=
32,000
32,000
Solid Grouting
No
Yes
Load Factors _
Building Code
CBC 2013,ACI
Dead Load
1.400
Live Load
1.700
Earth, H
2.200
Wind, W
1.300
Seismic, E
1.000
Modular Ratio'n'
Short Term Factor
Equly. Solid Thick.
Masonry Block Type
Masonry Design Method
Concrete Data
fc
Fy
= 21.48 21.48
= 1.000 1.000
In= 3.90 7.60
= Normal Weight
= ASD
psi =
psl!
q C
k
Use menu Item Settings > Printing & Title Block
to set these f 14 lines of•information
for your program.
Title 3'4't retain w 6' wall 110 85c wind Page:
Job # ..:New... Dsgnr: Date: 18 SEP 2014
Description....
This Wall in File:. c:\users\tmallis\documents\retainpro 10 project-.files\pga west tr 36537.s16h6tyre
Retalh,P•ro 10 (@).1987.2014; Build 1U 14 8:13
Icense oG0594 1
Itcense BLOCK
Cantilevered Retaining Wall Design :ode: CBC 2013,AC1 318-11,ACI 530-11
o . COMPANY, INC.
Moment
1IFootilng Dimensions & Strengths
I Footing-Mesign Results
ft-#
Toe Width = Oi00:ft
Toe
Heel
Heel Width - 3.0'0
Factored Pressure = 2,357
0 psf
Total Footing Width -3.00
Mu': Upward = 0
605 ft-#
Footing Thickness = 12.00 in
Mu': Downward = 0
2,332 ft-#
Adjacent Footing Load =
Mu: Design = 0
1,727 ft-#
Key Width 0.00 in
Key Depth = 0.00 in
Actual 1 -Way Shear = 0.00
6.63 psi
Allow 1 -Way Shear = 0.00
75.00 psi
Key Distance from Toe = 2.75
Toe Reinforcing = None Spec'd'
fc = 2,500 psi Fy = 60,000 psi
Heel Reinforcing = None Spec'd
Footing Concrete Density = 1150.00 pcf
Key Reinforcing = None Spec'd
Min. As % - '0.0018
Other Acceptable Sizes & Spacings
Stem Weight(s) =
Cover @.Top 2.00 @ Btm.= 3.00 in
.
163.7
Earth @ Stem Transitions=
Toe: Not req'd, Mu < S " Fr
Heel: Not req'd, Mu < SFr
450.0
1.50
Key: No key defined
Key Weight =
Item
Heel Active Pressure =
Surcharge over Heel =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
.....OVERTURNING......
Force DlstbAbet Moment
lbs ft ft-#
.375.0 , 1.44 541.2
96.0 7.33 703.7
Total 471.0 O.T.M: 1,244.9
Resisting/Overturning Ratio = 1.99
Vertical Loads used for Soil Pressure = 1,905.3 lbs
i
I
i
i
I
)
Force
Distance
Moment
ibs
ft
ft-#
Soil Over Heel =
893.6
1.83
1,638.2
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on,Stem =
` Axial Live Load on Stem =
Soil Over Toe =
Surcharge Over Toe =
Stem Weight(s) =
561.7
0.29
163.7
Earth @ Stem Transitions=
Footing Weighl =
450.0
1.50
675.0
Key Weight =
2.75
Vert. Component =
Total
1,905.3
lbs R.M.=
2,476.9
• Axial live load NOT Included In total displayed or used for overturning
resistance, but is Included for soil pressure calculation.
Use menu,item Settings > Printing & Title Block
to set these five lines of Information
for your program.
This Wall in File:
en§e : KW=06Q594pp1_
:ens e To:::ORCO- BLOCK COM
Criteria
Retained Height =
4.00 ft
Wall height above soil =
6.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
6.00 in
Water height over heel =
0.0 ft
Title 4'0" retain w 6' wall 110 85c wind Page:
Job # ...Naw... Dsgnr: Date: 18 SEP 2014
Description....
10 prolect`fileslpcga west.tr 36537
INc. Cantilevered Retaining Wall Design
Surcharge Loads -
1,993 psf OK
Surbh'arge Over Heel =
0.0 psf
Used f6 -Resist Sliding & Overturning
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
2,391 psf
Axial Load 'Ap lied to Stem
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 in
[De$1-g# Summary
-
Wall Stability Ratios
596.0 lbs
Overturning =
2.15 OK
Sliding =
1.67 OK
Total Bearing Load = 2,344 lbs
,..resultant ecc. = 10.09 In
Sol[ Pressure @ Toe =
1,993 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
2,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
2,391 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel =
6.7 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
596.0 lbs
less 100% Passive Force=,
177.1 lbs
less 100% Friction Force = -
820.3 lbs
Added Force Req'd =
0,0 lbs OK
....for 1.5: 1 Stability =
0.0 lbs OK
Load Factors
= 150.0 psf/ft
Building Code
CBC 2013,ACI
Dead Load
1.400
Live Load
1.700
Earth, H
2.200
Wind, W
1.300
Seismic, E
1.000
Soil Data
Allow Soil Bearing = 2,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 40.0 psf/ft
Passive Pressure
= 150.0 psf/ft
Soil Density, Heel
= 115.00 pcf
Soil Density, Toe
= 115.00. pcf
FootingIlSoil Friction
= 0.350
Soil height to ignore
has been Increased
for passive pressure
= 12.00 in
Lateral Load Applied to SE:j
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 ft
...Height to Bottom =
0:00 ft
The above lateral load
Wall to Ftg CL Dist =
has been Increased
1.00
by a factor of
Base Above/Below Soil
Wind on Exposed Stem = 16.0 psf
:ode: CBC 2013,AC1 318-11 ,ACI 530-11
(Adjacent Footing Load
stem
Adjacent":Fooling: 'oad. =
0:01bs
Footing Width =
0.00 ft
Eccentricity =
0.00 in
Wall to Ftg CL Dist =
0.00 ft
Footing Type
Line Load
Base Above/Below Soil
Masonry
=
at Back of Wall
0.0 ft
Poisson's Ratio =
0.300
Stem ConstructionTop
stem
2nd
- "
Stem OK
Stem OK
Design Height Above Ftg
ft=
4.00
0.00
Wall Material Above "Ht"
=
Masonry
Masonry
Thickness
=
6.00
8.00
Rebar Size
=
# 4
# 4
Rebar Spacing
=
32.00
16.00
Rebar Placed at
-
Center
Edge
Design Data
fb/FB + fa/Fa
=
0.575
0.575
Total Force @ Section
lbs =
96.0
416.0
Moment.... Actual
ft-#=
288.0
1,098.7
Moment..... Allowable
ft-# =
501.0
1,909.1
Shear..... Actual
psi =
2.9
6.6
Shear..... Allowable
psi =
45.7
46.2
Wall Weight
psf =
47.0
84.0
Rebar Depth 'd'
in =
2.75
5.25
LAP SPLICE IF ABOVE
in=
24.00
24.00
LAP SPLICE IF BELOW
In=
24.00
HOOK EMBED INTO FTG in =
6.00
Hook embedment reduced by stress ratio
Masonry Data
I'm
psi=
1,500
1,500
Fs
psi =
32,000
32,000
Solid Grouting
No
Yes
Modular Ratio 'n'
Short Term Factor
Equiv. Solid Thick.
Masonry Block Type
Masonry Design Method
Concrete Data
fc
Fy
21AB 21.48
1.000 1.000
In= 3.90 7.60
= Normal Weight
= ASD
psi =
psi
Use men0 Item Settings > Printing & Title Block Title 4'07 retain w 6' wall 110 85c wind Page:
to set these five lines of information Job # ...New... Dsgnr: Date: 18 SEP 2014
for your program. Description....
This Wall In File: c lusersltmall'isldocumentslretslnPro 1`0 project flleslpga west tr 36537 signature
RutalnPro 10 (c):1987 20id, BuIId:10.14:8:i3
Icense: KwoggQQSS8gao1 Cantilevered Retaining Wall Design :ode: CBC 2013,AC1 318-11,ACI 530-11
�icense ToyRCO,BLOCK COMPANY.,:INC.
Footing Dimensions & StrengtPi§ Footing: Design Results
Toe Width
= 0.00 ft
Toe
Heel
Heel Width
= 3.25
Factored Pressure = 2,391
0 psf
Total Footing Width
= 3.25
Mu': Upward = 0
1,077 ft-#
Footing Thickness
= 12.00 in
Mu': Downward = 0
3,229 ft-#
Surcharge Over Toe =
Mu: Design = 0
2,152 ft -4
Key Width
= 12.00 In
Actual 1 -Way Shear 0.00
6.68 psi
Key Depth
= 4.00 in
Allow 1 -Way Shear 0.00
75.00 psi
Key Distance from Toe
= 2.25 ft
Toe Reinforcing = None Spec'd
768.0
fc = 2,500 psi Fy
= . 60,000 psi
Heel Reinforcing. = None Spec'd
182.5
Footing Concrete Density
= 150.00 pcf
Key Reinforcing . = None Spec'd
Footing Weight = .
Min. As %
= 0.0018
Other Acceptable Sizes & Spacings
50.0 2.75
Cover @ Top 2.00
@ Btm. 3.00 In
Total =
2,343.8 lbs R.M.=
Toe: Not req'd, Mu < S' Fr
Axial live load NOT Included In total displayed or used for overturning
resistance, but is included for soil pressure calculation.
Heel: Not req'd, Mu < S' Fr
Key: Not Req'd = Mu<S"Fr
Resisting/Overturning Ratio = 2.15
Vertical Loads used for Soil Pressure = 2.343.8 lbs
. 4
0
Force
Distance
Moment.
Item
lbs
ft
ft-#
Heel Active Pressure =
500.0
1.67
833.3
Surcharge over Heel =
Surcharge Over Heel =
Surcharge Over Toe =
Adjacent Footing Load =
Adjacent Footing Load =
Axial Dead Load on Stem =
Added Lateral Load -
Soil Over Toe =
Load @ Stem Above Soil =
96.0
8.00
768.0
Total
Stem Welght(s) =
O.T.M..
182.5
596.0
1,601.3
Resisting/Overturning Ratio = 2.15
Vertical Loads used for Soil Pressure = 2.343.8 lbs
. 4
0
-7RESISTING.....
Force Distance
Moment
lbs ft
ft-#
Soil Over Heel =
1,188.3 1.96
2,327.2
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
' Axial Live Load on Stem =
Soil Over Toe =
Surcharge Over Toe =
Stem Welght(s) =
618.0 0.30
182.5
Earth @ Stem Transitions=
Footing Weight = .
467.5 1.63
792.2
Key Weight =
50.0 2.75
137.5
Vert. Component =
Total =
2,343.8 lbs R.M.=
3,439.3
Axial live load NOT Included In total displayed or used for overturning
resistance, but is included for soil pressure calculation.
Use menu item Settings > Printing & Title Block
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This Wall in File: c:\users\tmallisldocuments\retainpro 10
(cense : KKW-I)&Q�g491
LicenseT:o::61t 6:BLOCK,COMPANY„INC
Criteria
2,112 psf OK
Retained Height =
4.67 ft
Wall height above soil =
6.00 ft
Slope Behind Wall =
0.00:1
Height of Soil over Toe =
6.00 in
Water height over heel =
0.0 ft
Surcharge Loads
2,112 psf OK
Surcharge;Over Heel _
OA;psf
Used To.ReslsfSliding & Overturning.
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
2,534 psf
Axial Load Applied to Stem
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 In
Qesign Summary
Sliding Calcs (Vertical Component NOT Used)
Will Stability Ratios
739.0 lbs
Overturning =
2.21 OK
Sliding =
1.63 OK
Total Bearing Load - 2,796 lbs
...resultant ecc. = 10.41 in
Title 4'8" retain w 6' wall 110 85c wind Page:
Job # ...New... Dsgnr: Date: 18 SEP 2014
Description....
west tr 36537
Cantilevered Retaining Wall Design
Soil Pressure @ Toe =
2,112 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
2,500 psf.
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
2,534 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear.@ Heel =
7.4 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
739.0 lbs
less 100% Passive Force= -
225.0 lbs
less 100% Friction Force = • -
978.6 lbs
Added Force Req'd =
0.0 lbs OK
....for 1.5: 1 Stability =
0.0 lbs OK
Load Factors
= 2,500.0 psf
Building Code
CBC 2013,ACI
Dead Load
1.400
Live Load
1.700
Earth, H
2.200
Wind, W
1.300
Seismic, E
1.000
Soil Data
Allow Soil Bearing
= 2,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 40.0 psf/ft
Passive Pressure
= 150.0 psf/ft
Soil Density, Heel
= 115.00 pcf
Soil Density, Toe
= . 115.00 pcf
FootingIlSoll Friction
= 0.350
Soil height to ignore
at Back of Wall
for passive pressure
= 12.00 In
Lateral Load Applied to Stem
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 ft
...Height to Bottom =
0.00 ft
The above lateral load
Wall to Ftg CL Dist -
has been increased
1.00
by a factor of
Base Above/Below Soil
Wind on Exposed Stem = 16.0 psf
:ode: CBC 2013,ACI 318-11,AC1 530-11
Adjacent Footing Load
ft=
AdjaceintFooting•Load' _
'0.0 lbs
Footing Width =
0.00 ft
Eccentricity =
0.00 in
Wall to Ftg CL Dist -
0.00 ft
Footing Type
Line Load
Base Above/Below Soil
_
at Back of Wall
0.0 ft
Poisson's Ratio =
0.300
Stem Construction j Top Stem 2nd
Stem OK Stem OK
Design Height Above Ftf
ft=
4.67
0.00
Wall Material Above "Ht"
=
Masonry
Masonry
Thickness
-
6.00
8.00
Rebar Size
_
# 4
# 4
Rebar Spacing
-
32.00
16.00
Rebar Placed at
=
Center
Edge
Design Data
fb/FB 4 fa/Fa
=
0.575
0.741
Total Force @ Section
lbs =
96.0
532.2
Moment.... Actual
ft-#=
288.0
1,415.3
Moment..... Allowable
ft-#=
501.0
1,909.1
Shear.....Actual
psi =
2.9
8.4
Shear..... Allowable
psi =
45.7
46.5
Wall Weight
psf =
47.0
84.0
Rebar Depth 'd'
In=
2.75
5.25
LAP SPLICE IF ABOVE
in =
24.00
24.00
LAP SPLICE IF BELOW
in=
24.00
HOOK EMBED INTO FTG in=
6.23
Hook embedment
reduced by stress ratio
Masonry Data
fm
psi =
1,500
1,500
.Fs
psi =
32,000
32,000
Solid Grouting
=
No
Yes
Modular Ratio'n'
Short Term Factor
Equiv. Solid Thick.
Masonry Block Type
Masonry Design Method
Concrete Data
ft
Fy
21.48 21.48
= 1.000 1.000
in = 3.90 7.60
= Normal Weight
= ASD
PSI =
PSI
.Use menu Item Settings > Printing & Title Block Title 6'0'• retain w 6' wall 110 85c wind Page:
to set these five tines of -information Job N ...New... Dsgnr: Date: 18 SEP 2014
.for your program. Description....
This Wali in File: c:\users\tmallis\documents\retainmo 10
west tr 36537
K C.OM'PANY; INC. Cantilevered Retaining Wall Design %ode: CBC 2013,AC1 318-11,AC1 530-11
Criteria
2,220 psf OK
Retained Height =
6.00 ft
Wali height above soil =
6.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
6.00 in
Water height over heel =
0.0 ft
'Surcharge Loads
2,220 psf OK
Surcharge Over Heel =
0,0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
ACI Factored @ Toe =
Axial LoadA'plied.to Stem
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 in
'Design Summary
75.0 psi
Wall Stability Ratios
NOT Used)
Overturning =
2.51 OK
Sliding =
1.62 OK
Total Bearing Load = 4,042 lbs
...resultant ecc. 10.93 in
Soil Pressure @ Toe =
2,220 psf OK
Soil Pressure @ Heel =
0 psf OK
A11006616
2500 psf
Soil Pressure Less Than
Allowable
ACI Factored @ Toe =
2,664 psf
ACI Factored @Heel =
0 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel =
11.1 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component
NOT Used)
Lateral Sliding Force =
1,076.0 lbs
less 100% Passive Force= -
333.3 lbs
less 100% Friction Force = -
1,414.8 lbs
Added Force Req'd =
....for 1.5: 1 Stability =
Load Factors -
Building Code
Dead Load
Live Load
Earth, H
Wind, W
Seismic, E
0.0 lbs OK
0.0 lbs OK
Soil Data
Allow Soil Bearing
= 2,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 40.0 psf/ft
Passive Pressure
= 150.0 psf/ft
Soil Density, Heel
= 115.00 pcf
Soil Density, Toe
= 115.00 pcf
FootingIlSoll Friction
= 0.350
Soil height to ignore
-
at Back of Wall
for passive pressure
= 12.00 in
Lateral Load Applied to Stem
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 It
...Height to Bottom =
0.00 ft
The above lateral load
)l
has been Increased
1.00
by a factor of
Base Above/Below Soil
Wind on Exposed Stem = 16.0 psf
Adjacent Footing Load
Modular Ratio 'n'
Adjacent. Footing :Load =
0:01bs
Footing Width =
0.00 ft
Eccentricity =
0.00 In
)l
0.00 ft
,r
J
Base Above/Below Soil
2.00
-
at Back of Wall
0.0 ft
Poisson's Ratio =
0.300
w. ,. amp,,
Masonry
Thickness
Concrete Data
Adjacent Footing Load
Modular Ratio 'n'
Adjacent. Footing :Load =
0:01bs
Footing Width =
0.00 ft
Eccentricity =
0.00 In
Wall to Fig CL Dist =
0.00 ft
Footing Type
Line Load
Base Above/Below Soil
2.00
-
at Back of Wall
0.0 ft
Poisson's Ratio =
0.300
Stem Construction_
Modular Ratio 'n'
Top Stem
2nd
3rd
Short Term Factor
= 1.000 1.000
Stem OK
Stem OK
Stem OK
Design Height Above Ftp
ft=
6.00
2.00
0.00
Wall Material Above "Ht"
_
Masonry
Masonry
Masonry
Thickness
Concrete Data
6.00
8.00
12.00
Rebar Size
=
# 4
# 4
# 4
Rebar Spacing
=
32.00
16.00
16.00
Rebar Placed at
=
Center
Edge
Edge
Design Data
fb/FB + fa/Fa
=
0.575
0.575
0.690
Total Force @ Section
lbs =
96.0
416.0
816.0
Moment..., Actual
ft-#=
288.0
1,098.7
2,304.0
Moment..... Allowable
ft-#=
501.0
1,909.1
3,340.5
Shear..... Actual
psi =
2.9
6.6
7.6
Shear..... Allowable
psi =
45.7
46.2
46.2
Wall Weight
psf =
47.0
84.0
133.0
Rebar Depth 'd'
In =
2.75
5.25
9.00
LAP SPLICE IF ABOVE
in =
24.00
24.00
24.00
LAP SPLICE IF BELOW
in =
24.00
24.00
HOOK EMBED INTO FTG in =
6.00
Hook embedment reduced by
stress ratio
Masonry Data
I'm
psi '=
1,500
1,500
1,500
Fs
psi =
32,000
32,000
32,000
Solid Grouting
=
No
Yes
Yes
Modular Ratio 'n'
= 21.48 21.48
21.48
"
CBC 2013,ACI
Short Term Factor
= 1.000 1.000
'1.000 t �n/r::•;_ ";
1.400
Equiv. Solid Thick.
In= 3.90 7.60
11.60
Masonry Block Type
= Normal Weight
2.200
Masonry Design Method
= ASD
4 1' •':
1.300
Concrete Data
,,. j1
1.000
fc
Fy
psf = '
psi,_
`�;:)
`t
Use menu Item Settings > Printing & Title Block Title 6'07 retain w 6' wall 110 85c wind Page:
to set these five lines of'Information Job # ...New... Dsgnr: Date: 18 "SEP 2014
for your program. Description....
This Wall In File: c:\users\tmallis\documents\retaInpro 10 project,fles\pga west tr 36537, signature
RetainPro 10 (019874014,-cBuild 10:14:8:13
laensei Kw-o0g� 1
icense To 8RCB BLOCK COMPANY; INC.
Cantilevered Retaining Wall Design 'ode: CBC 2013,AC1 318-11,ACI 530-11
315.5
.;Footing. Design Results
Footing Dimensions 8 Strengths _
Toe Width = 0.00 ft
Toe Heel
Heel Width = 4.25.
Factored Pressure = 2,664 0 psf
Total Footing Width = 4.25
Mu': Upward = 0 2,948 ft-#
Footing Thickness = 12:00 in
Mu': Downward = 0 7,203 ft-#
Surcharge over Heel =
Mu: Design = 0 4,255 ft-#
Key Width = 12.00 in
Actual 1 -Way Shear = 0.00 11.14 psi
Key Depth = 10.00 In
Allow 1 -Way Shear = 0.00 75.00 psi
Key Distance from Toe = 3.25 ft
Toe Reinforcing = None Spec'd
fc = 2,500 psi . Fy = 60,000 psi
Heel Reinforcing = None Spec'd
Footlnd Concrete Density = 150.00 pcf
Key Reinforcing = None Spec'd
Min. As % =_ 0.0018
Other Acceptable Sizes & Spacings
Cover @ Top 2.00 @ Btm: 3.00 In
Toe: Not req'd, Mu < S ' Fr
Heel: #4@ 9.26.In, #5@ 14.35 In, #6@ 20.37 In, #7@ 27.78 In, #8@ 36.57 in, #9@ 46
Key: #4@ 9.51 in, #5@ 14.60 in, #6@ 20.62 In, #7@ 28.03 in,
Summary_ of Overturning & Resistin.g.
Forces & Mi
315.5
.....OVERTURNING..... -
0.83
Force Distance
Moment
Item
lbs It
ft-#
Heel Active Pressure =
980.0 , 2.33
2,286.7
Surcharge over Heel =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
96.0 . 10.00
960.0
Total 1,076.0 O.T.M. 3,246.7
Resisting/Overturning Ratio = 2.51
Vertical Loads used for Soil Pressure = 4,042.3 lbs
C
i
I
Soil Over Heel =
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Axial Live Load on Stem =
Soil Over Toe • _
Surcharge Over Toe =
Stem Weight(s) _
Earth @ Stem Transitions=
Footing Welghl. _
Key Weight =
Vert. Component =
.....RESISTING:....
Force Distance Moment
lbs ft ft-#
2,242.5 2.63 5,886.6
884.0
0.36
315.5
153.3
0.83
127.8
637.5
2.13
1,354.7
125.0
3.75
468.8
Total = 4,042.3 lbs R.M.r- 8,153.3
Axial live load NOT included In total displayed or used for overturning
resistance, but Is included for soil pressure calculation.
Applicant: Contractor:
ULRICH SAUERBREY CALIFORNIA WEST CONSTRUCTION 1
74948 LIVE OAK STREET 5927 PRIESTLY DRIVE STE 110
INDIAN WELLS, CA 92210 CARLSBAD, CA 92008
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 P fessions Code,
and my License is in full force and effect.
License Cla s: B Lice se No.: 927267
Datef
Contractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt froLtheontr ctor's State
License Law for the following reason (Sec. 7031.5, Business aions 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.).
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:
(760)918-6768
Llc. No.: 927267
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 tk for which this permit is issued.
f 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 a workers'
compensation laws of California, and agree that, if I should become su ect to the
workers' compensation provisions of Section 3 0 of the Lab�de, shall forthwith
comply wi those provisions.
Da ie 2 Applicant
WARNING: FAILURE TO SECURE WORKERS' COMPENSATIONOCIVIL
NLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIESUPTO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITT 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 state laws relating to b ilding
construction nd hereby authorize representatives of this ci to enter upon the above
mentioned roperty for inspection purposes.
t
Date: Signature.(Applicani or Agent).0
'�
Q�i
D -` .
'VOICE (760) 777-7125
78-495 CALLE TAM PICO
0
FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 1/28/2015
Application Number:
BWFE2015-0027
ASSESSOR
Owner:
Property Address:
80031 CHAMPIONS WAY
COPY
LQR GOLF
APN:
775370016
ISSUED
1 BUSH ST STE 1100
Application Description:
239 LF OF COMBO WALL
SAN FRANCISCO, CA 0
Property Zoning:
JAN 2 8 2015
Application Valuation:
$14,937.50
Applicant: Contractor:
ULRICH SAUERBREY CALIFORNIA WEST CONSTRUCTION 1
74948 LIVE OAK STREET 5927 PRIESTLY DRIVE STE 110
INDIAN WELLS, CA 92210 CARLSBAD, CA 92008
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 P fessions Code,
and my License is in full force and effect.
License Cla s: B Lice se No.: 927267
Datef
Contractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt froLtheontr ctor's State
License Law for the following reason (Sec. 7031.5, Business aions 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.).
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:
(760)918-6768
Llc. No.: 927267
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 tk for which this permit is issued.
f 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 a workers'
compensation laws of California, and agree that, if I should become su ect to the
workers' compensation provisions of Section 3 0 of the Lab�de, shall forthwith
comply wi those provisions.
Da ie 2 Applicant
WARNING: FAILURE TO SECURE WORKERS' COMPENSATIONOCIVIL
NLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIESUPTO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITT 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 state laws relating to b ilding
construction nd hereby authorize representatives of this ci to enter upon the above
mentioned roperty for inspection purposes.
t
Date: Signature.(Applicani or Agent).0
/.
QTY AMOUNT
PAID '
PAID DATE
FINANCIAL •
' DESCRIPTION " . ` `' ' ACCOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY 4
METHOD ' 's °
RECEIPT.#,
CHECK #
CLTD'BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
f DESCRIPTION, ;
ACCOUNT: 4..
QTY
AM.OUNT'
PAID ' :
PAID DATE.
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$91.36
$0.00
:..
PAID BY -
; METHOD
RECEIPT # , ; ::
CHECK # .
CLTD BY'.'
I.. "DESCRIPTION .. > ` "
ACCOUNT
QTY
-AMOUNT-"',,,
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
Y PAID BY:
METHOD
RECEIPT # •
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY,
- AMOUNT' :
PAID
PAID-DATE-
WALL/FENCE - FIRST 100. LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY:.
METHOD .
RECEIPT'#
CHECK #
CLTD BY'.
Total Paid for FENCE OR FREESTANDING WALL: $200.13 $0.00
DESCRIPTION
ACCOUNT
QTY -
,AMOUNT.
.PAID ,
PAID DATE.
RET WALL <=12 - EA ADD 50 LF
101-0000-42404
0
$43.50
$0.00
PAID.BY...
METHOD
-.RECEIPT# . ..
CHECK#
'CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AAMOUNT ° '
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91.
$0.00
PAID.BY .,
:. METHOD
RECEIPT# ,.
CHECK #
CLTD BY
Total Paid for RETAINING WALL- $152.27 $0.00
Description: 239 LF OF COMBO WALL
Type: WALL/FENCE
Subtype: Status: APPROVED
Applied: 1/12/2015 SKH
Approved: 1/28/2015 SKH
Parcel No: 775370016 Site Address: 80031 CHAMPIONS WAY LA QUINTA,CA 92253
Subdivision: TR 29421
Block: Lot: 38
Issued:
Lot Sq Ft: 0
Building Sq Ft: 0. Zoning:
Finaled:
Valuation: $14,937.50
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
Details: 239 LF OF COMBO WALL PER APPROVED DETAIL. 2013 CALIFORNIA BUILDING CODES.
16,
Printed: Wednesday, January 28, 2015 10:08:18 AM 1 of 3 1 SY.STFM.0
ADDITIONAL
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E-MAIL
STEPHANIE KHATAMI
1/12/2015
1/12/2015
PLAN CHECK SUBMITTAL
STEPHANIE KHATAMI
1/8/2015
1/8/2015
RECEIVED
CONDITIONS
NAMETYPE.
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ADDRESS1* GITIi'�-�
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APPLICANT
ULRICH SAUERBREY
74948 LIVE OAK STREET
INDIAN WELLS
CA 92210
ulrichs@uslandlink.co
m
CONTRACTOR
CALIFORNIA WEST CONSTRUCTION 1
5927 PRIESTLY DRIVE
CARLSBAD
CA 92008
STE 110
OWNER
LQR GOLF
1 BUSH ST STE 1100
SAN FRANCISCO
CA 0
Printed: Wednesday, January 28, 2015 10:08:18 AM 1 of 3 1 SY.STFM.0
FINANCIAL INFORMATION
`-PAID
DESCRIPTION 4TY AMOUNT. AID
DATE RECEIPT#;-: M P
HECK# HOD-,, AID -BY'
w
A
BSAS SB1473 FEE 101-0000-20306 0 $1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
WALL/FENCE - EA
?.INSPECTION-TYPE1k'-j
INSPECTOR
HE L
,RES
REMARKS�.
,COMPLETED
101-0000-42404
0
$91.36
$0.00
A�
DATE E
T
0
ADDITIONAL 50 LF
AOR
0
FINAL"
WALL/FENCE -FIRST
.0
BOND BEAM
101-000.0-42404
0
$47.86
$0.00
100 LF
WALL/FENCE -FIRST
101-0000-426000
$60.91
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL $200.13 $0.00
RET WALL <=12 - EA
101-000.0-42404
0
$43.50
$0.00
ADD 50 LF
RET WALL <=12 - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
RET WALL <=12 - FIRST
101-0000-42600
$6 0.91
$0.00
100 LF PC
Total Paid .for RETAINING WALL $152.27 $0.00
TOTALS: $353.40 $0.00
PARENT PROJECTS
Printed: Wednesday, January 28, 2015 10:08:18 AM 2 of 3 CVWYSTFAA.S
INSPECTIONS
?.INSPECTION-TYPE1k'-j
INSPECTOR
HE L
,RES
REMARKS�.
,COMPLETED
4�
A�
DATE E
T
0
FOOTINGS
AOR
0
FINAL"
.0
BOND BEAM
PARENT PROJECTS
Printed: Wednesday, January 28, 2015 10:08:18 AM 2 of 3 CVWYSTFAA.S
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BOND
INFORMATION
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Printed: Wednesday, January 28, 2015.10:08:18 AM. 3 of 3 Cfl?w'YSTFM.q
BOND
INFORMATION
ATTACHMENTS
Printed: Wednesday, January 28, 2015.10:08:18 AM. 3 of 3 Cfl?w'YSTFM.q