BPOL2016-0180Applicant:
TESERRA
P 0 BOX 1280
COACHELLA, CA 92236
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C-8, C10, C29, C53. C27. D12 L' n e No.: 65612
'CDate: / Contractor.
OWNER -BUILDER DECLARATI
Ihereby affirm under penalty of perjury that I am exe 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
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) 1, 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, 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 contractors) 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
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
LINDBY
59595 SEVILLE
LA QUINTA, CA 92253
Contractor:
TESERRA
P 0 BOX 1280 '
COACHELLA, CA 92236
(760)389-9222
Llc. No.: 656128
Date: 12/13/2016
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: STARSTONE NATIONAL INSURANCE COMPANY 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 3700 of the Labor Code, I shall forthwith
comply with horse p visions.
Date: l.7 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENS N COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL P ALTIES 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 state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
bate:bahK Signature (Applicant or Agent~
C�
78-495 CALLE TAMPICO
0 D
LA QUINTA, CALIFORNIA 92253
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BPOL2016-0180
Property Address:
59595 SEVILLE
APN:
764710007
Application Description:
LINDBY RESIDENCE / POOL
& SPA
Property Zoning:
Application Valuation:
$40,000.00
Applicant:
TESERRA
P 0 BOX 1280
COACHELLA, CA 92236
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C-8, C10, C29, C53. C27. D12 L' n e No.: 65612
'CDate: / Contractor.
OWNER -BUILDER DECLARATI
Ihereby affirm under penalty of perjury that I am exe 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
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) 1, 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, 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 contractors) 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
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
LINDBY
59595 SEVILLE
LA QUINTA, CA 92253
Contractor:
TESERRA
P 0 BOX 1280 '
COACHELLA, CA 92236
(760)389-9222
Llc. No.: 656128
Date: 12/13/2016
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: STARSTONE NATIONAL INSURANCE COMPANY 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 3700 of the Labor Code, I shall forthwith
comply with horse p visions.
Date: l.7 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENS N COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL P ALTIES 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 state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
bate:bahK Signature (Applicant or Agent~
Y Date: 12/13/2016
Application Number: BPOL2016-0180 Owner:
Property Address: 59595 SEVILLE LINDBY
APN: 764710007 59595 SEVILLE
Application Description: LINDBY RESIDENCE / POOL & SPA LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $40,000.00
Applicant: Contractor:
TESERRA TESERRA
P 0 BOX 1280 P 0 BOX 1280.
COACHELLA, CA 92236 COACHELLA, CA 92236
(760)389-9222
Llc. No.: 656128
----------------------------------------------------------------------------------------------
Detail: POOL, SPA, FIRE PIT, AND BBQ [2 INCH GAS PIPING/#8 AWG IN 1 INCH CONDUIT ELECTRICAL] THIS PERMIT DOES NOT INCLUDE ELECTRICAL AT BBQ.
EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE-
PLASTER INSPECTION. PER 2013 CALIFORNIA BUILDING CODE
FINANCIAL INFOR MATION
DESCRIPTION ACCOUNT
CITY AMOUNT
BSAS SB1473 FEE 101-0000-20306
0
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20
101-0000-42403
0
$25.33
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20 PC
.101-0000-42600
0
$25.33
Total Paid for ELECTRICAL: $50.66
DESCRIPTION
ACCOUNT
QTY
AMOUNT
GAS SYSTEM, 1-4 OUTLETS
101-0000-42401
0
$12.67
DESCRIPTION
ACCOUNT
QTY
AMOUNT
GAS SYSTEM, 1-4 OUTLETS PC
101-0000-42600
0.
$25.33
Total Paid for PLUMBING FEES: .$38.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA
101-0000-42404
0
$190.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
0
$103.36
Total Paid for POOL / SPA: $293.36
Bin -ft
Qty of La Qu«ita
dd Building 82: Safety Division
Pe nut # / b U " 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-701,2
Building d g Permit Application and Tracking Sheet
Project Address: Owner's Name:
i
A. P. Number:
Address:
Legal Description:
City, ST, Zip: �SJ
Contractor: G�
Telephone:
..............
Address: �i��. OQ e
Project Descr iption: P00 S ✓'
City_ ST, Zip: CO Gly 2,1 I w C4 O oZ2_3 t o
e
T le h ne•
P0 3 v 010
to o- R
State Lic. # :
City Lie. #.:
Arch.,-Engr., Designer:
Address:
City, ST, Zip:
Telephone:
one:
....................
• tructi n
Type: Occupancy:cY
State a Lie- ic_ #
n
Pro"ect a (circle one): New Add Alter
c o e Repair. r e
type D mo
J P i )• P
Name of Contact Person: tJ w�
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: 7 Zk
—27;9- 17
Estimated Value of Project: 000 -CD
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Platt Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance.
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2nd Revicw, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-°
Reyiew, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. \Vks. Appr
Date of permit issue
School Fees,
Total Permit Fees
Patrett
Engineering Group, Inc.
751 Sunny Grove Lane - Glendora, CA 91741 • Phone: (626) 335-4362 • Fax: (626) 963-4812
ENGINEERING CALCULATIONS AND
DETAILS FOR
NO RADIUS POOL WALL DESIGN
L.INDBY RESIDENCE
LOT N-181 (SEVILLE)
LA QUI NTA, CA
G�RFF�4,
o No.32994
EXP. B/3=0
CIV11.
�OP CA�1
DATE: -DECEMBER 8, 201
ENGINEER:
!.!;jV1�^�1 j
^
t, P I
� 1
� /Ty OF .Q
®ING & SgFE7-JiNr/4
�®PpFj®Ve CEP7;
CONSTR
DACTION
DOUGLAS R. FERRELL
RCE # 32994, CALIFORNIA
751.SUNNY GROVE LANE11!
GLENDORA, CA 91741
(626) 335-4362
1'.7 a
ICIN
1
Project: L 1 Kvq R
10*7tJ - t at ���Y► �
Patrett
Engineering Group, Inc. ,yds
Engineer: .
751 Sunny Grove Ln. PH: (626) 335-4362 �� � (b Z'"
Glendora, CA 91741 FAX: (626) 963-4812 Date: Sheet of
POOL COPING-----\
� —PAVER DECKING
WATERLINE TILE
WATERLINE-
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GUNITE SHELL
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No -32994
i'I ILDING &SAFETY DEPT, I I at
LU
1N I y� EXP 6/30120'
2.
gED
TION sg7fi m '
DATE
Use menu item Settings > Printing & Title Block Title Lindby Residence Page: 1
to set these five lines of Information Job # 352 : Dsgnr. JWF Date: 8 DEC 2016
for your program. Description....
Patrell (826) 335.4362 5ft Retaining Wall 7�p ((yam
Earinmp0row h" ((/
This Wall in File: u:\drfcurrentprojacts\retaining walls\retaining walls.rpx
RetainPro c)1987-2016, Build 11.16.03.31
License: -06056780 Cantilevered Retaining Wall Code: CBC 2013,ACI 318-11,ACI 530-11
License To • PATRELL ENGINEERING t3ROUP IN
Load Factors
Building Code
Dead Load
Live Load
Earth, H
Wind, W
Seismic, E
CBC 2013,ACI
1.200
1.600
1.600
1.000
1.000
Soil Data and Lateral Earth Pressure
Allow Soil Bearing = 1,500.0 psf
C
Criteria
Soil Density, Toe
At -Rest Heel Pressure = 35.0 psf/ft
FootingilSoil Friction
Retained Height
= 5.00 ft
Passive Pressure = 200.0 psf/ft
Wall height above soil
= 0.00 ft
Slope Behind Wall
- 0.00
Height of Soil over Toe
= 0.00 in
Water. height over heel
- 0.0 ft
Load Factors
Building Code
Dead Load
Live Load
Earth, H
Wind, W
Seismic, E
CBC 2013,ACI
1.200
1.600
1.600
1.000
1.000
Soil Data and Lateral Earth Pressure
Allow Soil Bearing = 1,500.0 psf
Soil Density, Heel
Equivalent Fluid Pressure Method
Soil Density, Toe
At -Rest Heel Pressure = 35.0 psf/ft
FootingilSoil Friction
-
Soil height to ignore
Passive Pressure = 200.0 psf/ft
for passive pressure
Surcharge Loads
110.00 Pcf
110.00 pd
0.300
12.00 in
Surcharge Over Heel 0.0 psf Surcharge Over Toe = 0.0
Used To Resist Sliding 8 Overturning Used for Sliding 8 Overturning
Axial Load Applied to Stem
Axial Dead Load
Axial Live Load
0.0 lbs
0.0 lbs
Axial Load Eccentricity
CITY OF LA QUANTA
BUILDING & SAFETY DEPT,
APPROVE®
FOR CONSTRUCTION
Dx\rE_______BY
0.0 in
Use menu item Settings > Printing & Title Block
to set these five lines of information
for your program.
fttrell (626) 335.4362
E, .---90--p W
This Wail in File: u:\drfcurrentoroiectslretainina wailslretainino walls
Title Lindby Residence Page : 2
Job # 352 : Dsgnr. JWF Date: 8 DEC 2016
Description....
Eft Retaining Wall
Cantilevered Retaining Wall
Code: CBC 2013,ACI 318-11,ACI 530-11
Lateral Load Applied to Stem
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 ft
...Height to Bottom =
0.00 ft
Load Type
Wind (W)
(Service Level)
Wind on Exposed Stem
Wind on Exposed Stem
(Service Level)
Adjacent Footing Load
Ad)acent Footing Load
Footing Width
Eccentricity
Wall to Ftg CL Dist
0.0 psf
= 0.0 lbs Footing Type
0.00 ft Base Above/Below Soil
0.00 In at Baric of Wall
0.00 ft Poisson's Ratio
t�
t
F
Y OF LA QUINTA
LDING & SAFETY DEPT.APPROVED
OR CONSTRUCTION
ATEBY
a
Line Load
0.0 ft
= 0.300
F.
Use menu item Settings > Printing & Title Block Title Llndby Residence Page: : 3
to set these five lines of Information Job # 352 : Dsgnr: JWF Date: 8 DEC 2016
_ for your program. Description....
Patrell (628) 335-4382 Sh Retaining Wali 'l
EnEhrvmO�'WD IN 5)[Jj
This Wall in File: uMdcurrentprojectsVretaining wallslretaining walls.rpx
RetslnPro (c)1997-2016, Build 11.16.03.31
License: KW -06066760 • Cantilevered Retaining Wall Code: CBC 2013,ACI 318-11,ACI 530-11
License To: PATRELL ENGINEERING GRnUP_ Mr
Wali Design Summary
Stability Ratios
Overturning = 1.73 OK
Slab Resists All Sliding I
Soil Bearing
Total Bearing Load = 638 lbs
...resultant am. = 7.68 in
Soil Pressure @ Toe =
383 psf OK
Soil Pressure (gQ Heel =
0 psf OK
Allowable =
1.500 psf
Soil Pressure Less Than Allowable
0.0
ACI Factored @ Toe =
536 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
20.6 psi OK
Footing Shear @ Heel =
0.0 psi OK
Allowable =.
82.2 psi
Sliding.
Resisting Forces Sliding Forces
venial Forces
F -21p&
Lateral Forces
Soil Over Heel
0.0 Itis
Heel Acute Pressure
Sloped Soil Over Heel
0.0
Surcharge over Heel
Surcharge Over Heel
0.0
Adjacent Footing
Adjacent Footing Load
0.0
Surcharge Over Toe
Axial Dead Load on Stem
0.0
Load 0 Stem Above Soil
Axial Live Load on Stem "
Omit
Added Lateral Load
Soil Over Toe
0.0
Seismic Load
Surcharge Over Toe
0.0
Seismic Self -weight
Stem Weights)
375.0
Lateral on Key
Earth (o Stem Transitions
0.0
Footing Weight
262.5
Totals =
Key Weight
0.0
'Includes water table effect
Ven. Component ** 0.0.
Total Vertical Loads 637.5 lbs
• Axial live load NOT included in total disptayed , or used for overturning
or sliding resistance, but is Included for soil pressure calculations.
Sliding Calls
Lateral Sliding Force = 529.4 lbs
Vertical component of active lateral soil pressure
calculation of soil bearing pressures.
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
ED
�ns�--OR �`.ONSTRUCTION
DATE BY
Force
529.4 lbs
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-529.4
529.4 lbs
FESS/p�y�
����0 GJas R FFR�F�c
y q Z
No.32994
*�EXRF1131120111
\ C11/11..0CA
Use menu Item Settings > Printing i Title Block Title Lindby Residence page: 4
to set these five lines of Information Job # 352 : Dsgnr: JWF Date: 8 DEC 2016
for your program. Description...
Patreit (626) 335-4362 5ft Retaining Wail
6.mm+i ap Unup. Im
This Wall In File: w\drfcurrentprojectsVetaining wallslretaining walls.rpx
RetainPro(c)1987.2016, Build 11.16.03.31 '
U� ennse: KW.0605676°t r cun�ueco�ur_ r_nni�n �u^Cantilevered Retaining Wall Code: CBC 2013,AC1318-11,ACI 530-11
Overturning
Resisting Moments
Resisting Moments
Farce
Distance
Moment
Soil Over Heel
0.0
lbs 3.50 ft
ft-#
Sloped Soil Over Heel
0.0
Surcharge Over Heel
0.0
Adjacent Footing Load
0.0
Axial Dead Load on Stem
0.0
Axial Live Load on Stem '
0.0
Soil Over Toe
0.0
Surcharge Over Too'
0.0
Stem Weight(s)
375.0
3.25
1,218.8
Earth @ Stem Transitions
0.0
Footing Weight
262.5
1.75
459.4
Key Weight
0.0
Vert. Component
0.0
Total Vertical Loads
637.5
lbs
h
Resisting Moment
1.678.1 ft-#
Eccentricity
7.7 In
" Axiel live load NOT included in total displayed, or used for overturning or sliding resistance, but Is included for soil pressure calculations
Overturning
Overturning Moments
Overturnlna Moments
Heel Active Pressure
Surcharge over Heel
Adjacent Footing
Surcharge Over Toe
Load @ Stem Above Soil
Added Lateral Load
Seismic Load
Seismic -Self -weight
Totals =
Force Distance
529.4 lbs 1.83 ft
0.0
0.0
0.0
0.0
0.0
0.0
0.0-
529.4 lbs
Overturning Moment
T.
t
Moment
970.5 ft-#
970.5 ft-#
t
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DATE BY
I
P,
� o Gips . F��1
O ' Lu�
No.32994
y!� EXP. t3l3�>7�
CM
OF CA
r Use menu Item Settings > Printing & Title Block Title Lindby Residence Page: 5
to set these five lines of information Job # 352 : Dsgnr: JWF Date: 8 DEC 2016
for your program. Description....
Patrell (626) 335-4362 Sft Retaining Wall
This Wall In File: u:ldrfcurrentpro)ectslretaining walls\retaining walls.rpx
RetalnPro(c)1887-2016, Build 11.16.03.31
License: -06056780 Cantilevered Retaining Wall Code: CBC 2013,ACI318-11,ACI 530-11
License o , PATRELL ENGINEERING GROUP, INC
Stem Design Summary
Design Height Above Ftg
Wall Material Above "Ht"
Design Method
Thickness
Rebar Size
Rebar Spacing
Rebar Placed at
DE5lgh Dara -
fb/FB + fe/Fa
Total Force ® Section
Service Level
Strength Level
Moment.... Actual
Service Level F
Strength Leve
Moment ..... Allowable
Shear.... Actual
Service Level
Strength Leve
Shear..... Allowable
Wall Weight
Rebar Depth 'd'
Masonry Data --
fm
Fs
Solid Grouting
Modular Ratio'n'
Short Term Factor
Equiv. Solid Thick.
Masonry Block Type
Masonry Design Method
Concrete Data
fc
Fy
Bottom
Bar Lap/Emb
It 0.00
= Concrete
LRFD
6.00
# 4
12.00
Center
0.678
lbs
lbs
700.0
ft- e
1t.# =
1,166.7
=
1,721.3
PSI =
PSI =
19.4
psi =
82.2
psi =
75.0
In =
3.00
psi =
psi =
=
Normal Weight
=
ASD
psi =
3,000.0
PSI =
40,000.0
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Lu No.32994
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Patrelt (626) 335.4362
This Wall In File: u: ldrfcurrentoroiectsVetainino wallsVetainino walla
Title Lindby Residence
Job # 352 : Dsgnr: JWF
Description....
5ft Retaining Wall
Pa§e : 6
Date: 8 DEC 2016
fIg�
RetainPro (c)1987.2016, Build 11.16.03.31
License: KW -06056780 Cantilevered Retaining Wall Code: CBC 2013,ACI 318-11,ACI 530-11
License To: PATRELL ENGINEERING GROUP, INC
Concrete Stem Rebar Area Details
Bottom Stem
Vertical Reinforcing
As (based on applied moment) :
0.145 In2/ft
(4/3) ` As :
0.1934 in2/ft
200bdffy : 200(12)(3)I40000 :.
0.18 in2/ft
0.0018bh : 0.0018(12)(6) :
0.1296 In2/ft
Required Area:
0.18 In2lft
Provided Area :
0.2 In2/ft
Maximum Area:
0.7315 In2tft
Footing Design Results
0
Horizontal Reinforcing
Min Stem T8S Reinf Area 0.720 In2
Min Stem T&S Relnf Area per ft of stem Height: 0.144 in2/ft
Horizontal Reinforcing Options : -
One layer of : Two layers of :
#4@ 16.67 in #4@ 33.33 In
#5@ 25.83 In #5@ 51.67 In
#6@ 36.67 in #6@ 73.33 in
Toe Reinforcing = # 4 @ 12.00 In
Heel Reinforcing = #4@18.00!n
Key Reinforcing = #4@6.00!n
Other Acoeptable Sizes t3, Spacings
Toe: #4@ 12.24 in, #5@ 18.98 in, #6@ 26.113 In, #7@ 36.73 In, #8@ 48.36 in, #9@ 6
Heel: Not req'd: Mu < phi'S'lambda'sgrt(rcpsm
Key: No key defined
Min footing TBS relnf Area 0.45 'in2 i
Min footing T8,S reinf Area per fc 0.13 in2 /R
If one layer of horizontal bars: If two layers of horizontal bars:
#4@ 18.52 in #4@ 37.04 in
#5@ 28.70 In #5@ 57.41 in
#6@ 40.74 In #6@ 81.48 in
Tilt
Horizontal Deflection at Too of Wall due to settlement of soil
(Deflection due to wall bending not considered)
Soil Spring Reaction Modulus 250.0 pci
Horizontal Defl @ Top of Wall (approximate only) 0.015 In
oe u e the wall would tnen ted to rotate into thein QFES$
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oe
Heel
Factored Pressure
= 536
0
psf
Mu'_: Upward
= 1,688
0
ft-#
Mu': Downward
= 405
0
ft-#
Mu: Design
= 1,283
0
it#
Actual 1 -Way Shear
= 20.60
0.00
psi
Allow 1 -Way Shear
= 82.16
0.00
psi
Toe Reinforcing = # 4 @ 12.00 In
Heel Reinforcing = #4@18.00!n
Key Reinforcing = #4@6.00!n
Other Acoeptable Sizes t3, Spacings
Toe: #4@ 12.24 in, #5@ 18.98 in, #6@ 26.113 In, #7@ 36.73 In, #8@ 48.36 in, #9@ 6
Heel: Not req'd: Mu < phi'S'lambda'sgrt(rcpsm
Key: No key defined
Min footing TBS relnf Area 0.45 'in2 i
Min footing T8,S reinf Area per fc 0.13 in2 /R
If one layer of horizontal bars: If two layers of horizontal bars:
#4@ 18.52 in #4@ 37.04 in
#5@ 28.70 In #5@ 57.41 in
#6@ 40.74 In #6@ 81.48 in
Tilt
Horizontal Deflection at Too of Wall due to settlement of soil
(Deflection due to wall bending not considered)
Soil Spring Reaction Modulus 250.0 pci
Horizontal Defl @ Top of Wall (approximate only) 0.015 In
oe u e the wall would tnen ted to rotate into thein QFES$
f C% /O
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AO'Ud cid i °No.329sa
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