06-0953 (BLCK)P.O. BOX 1504
78-495 CALLE.TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
06-00000953
Property Address: ..
510_7.5—C-AL-LE—PAL-0MA
APN:
770-142-011-100 -000000-
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:.
4250
Applicant:
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
BARAJAS ALBERTO
*NOT ON FILE
UNKNOWN, CA -99999
Contractor.: .
A & M"'CONSTRUCTION
VOICE (760) 777-7012
FAX (760)'777-7011
INSPECTIONS (760) 777-7153
Date:4'/x19 / 0 6
P-O..':BOX 366 ry
LA• QUINTA, CA 92247'
(76.0)564-4832
Y. LiC... ,No.: 746198
(Ilk �tirq.
LICENSED CONTRACTOR'S DECLARATION - -
I hereby affirm under penalty of perjury,that I am licensed,uA6rprovisi6`ns of Chapter 9 (commencing with
Section 7060) of Dibision-,3 of the Business and Professionals Code, and my License'is in full force'�and effect.
License Class: B C10 ' License No.:_' 746198
/(Sate: V contractor.
•,i"MVV' OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury.thatl am exempt from the Contractor's State License Law for the
. following reason (Sec. 7031 .5, Business and.Profe'ssions'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 applicantfor'apermit subjects the applicant•to a civil penaltyofnot more than five hundred dollars i$500).:
( ') 1, as owner of,theproperty, 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, providad that the
- improvements are not intended or offered for sale. If, however, the building or improvement is sold within
'I one yearof 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 V 1 !,,as owner.of'the property, am exclusively contractingwith 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.). -
(_ 1' I am exemptt',urnder Sec. , B.&P , for this reason
,
Dater "�V caner.
,
CONSTRUCTION LEN G 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: A/
Lender's Address:
WORKER'S COMPENSATION DECLARATION
I herebyaffirm.under penalty of. perjury one of.the following declarations:
_ .I have and,will. maintain a certific- te;of conseritto self -insure for workers' compensation, as provided
for by Section 3700 of'the labor Code, for -:the perform
ance of the work for which _this permit is
issued:. ,r� `
ve'antl 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 'FUND Policy Number 0092322006
,ift:ertify 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 f the Labor Code, I shall forthwith comply with those provisions.
a0 te:—
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND. SHALL
SUBJECT AN EMPLOYERTOr CRIMINALPENALTIESAND 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 ATTORNEWS FEES.'
APPLICANT' AC KN OWLEDGEMENT
IMPORTANT Application is hereby made to the Director of -Building and Safety 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 wwork 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.re'sult 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 ordin ces and state laws relating to building struction, and hereby authorize representatives
county to an upon t - above-mentioned property f _pection purpos
ate: lure (Applicant or Agent):
LQPERMIT _ '
LQPERDIIT
Application Number . . . . . 06-00000953.
Permit . . . WALL/FENCE.PERMIT.
Additional desc .
Permit Fee . . . . 72.00
Plan Check
Fee
.00
Issue Date . . . .
Valuation
4250
Expiration Date 10/16/06
Qty Unit Charge Per
Extension
BASE FEE
45.00
3..00 9..0000 THOU. BLDG 2,001-25,000
27.00
-- - - ----- - - - - --
Special'-Notes and `Comments _
350 -;SF. ADDITION,WITH 86 SF. PATIO COVER
Other',Fees: HOURLY
PLAN CHECK
140.00
Fee summary Charged, Paid
Credited
Due
Permi-'Fee: Total 72..00
00
.00
72:00
Plan? Check. 'Total : 0 0
. 0,0
.00
0 0
Other. Fee' Total 140.00.
.001
.00
140..00
GTotal 212.00
r - arid
:00
00
212.-0"0,
LQPERDIIT
Bin #
��� _
-
City of La Quinta
Building.0 Safety Division L
P.O. Box 1504, 78-495 Calle Tampico 5
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Per i #
G
Project Address:' 5101 Ca I LQ !�A I[J m p,-•
Owner's Name: -A � bel -b Sj&�-yv ^
A. P. Number:
Address: Si fnCa i I e Pal omK-
Legal Descripti n:
City, ST, Zip:. J YV� CA -L
Contractor:77 to CSS -/L
Telephone:
Address:
Project Description:
City, ST, Zip:
1-7o -7o L I
Telephone:
State Lie. # :. City Lie. #:
Arch., Engr., Designer:
A
r•^
Address: �-
7—
City, ST, Zip:
Telephone: _
State Lie. #: 1
Name of Contact Person v� V& 0- -S
, Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
.# Stories:
# Units:
Telephone,# of Contact Perso �fo�
�i0-�(�I"31tG2. -$a
Estimated°Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
1
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs..
Called Contact Person
I.Plan
Check Balance
Energy. Calcs.
Plans picked up
3/
Construction
Flood plain plan.
Plans resubmitted
��
Mechanical
Grading plan
2nd Review, ready for corrections/issue
Electrical
Subcontactor List
Called. Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''d Review, ready for correctio /i sue
/9.
Developer Impact Fee
Planning Approval
Called Contact Person IA(,t
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
/3 SX 1?PPtW6D
To: City of La Quinta
78-495 Calle Tampico
La Quinta, Ca 92253
Attn: Ed
Submittal:
Letter of Transmittal
Today's Date: -
City Due Date N —Ok
Project Address: S\E71c,- CAAI�E �VOK,
Plan Check #: nco
❑ y St ❑ 4d'
2nd ❑ 5th
3`d ❑ Other:
We are forwarding:
f( By Messenger ❑
`Descriptions:
By Mail (Fed Ex or UPS)
❑ Your Pickup
Includes: # Of
Includes: # Of
Descriptions:
Copies:
for:
Copies:
❑
Structural Plans
❑
Revised Structural Plans
❑
Structural Calcs
❑
Revised Structural Calcs
❑
Truss Calcs
❑
Revised Truss Calcs
❑
Soils Report
❑
Revised Soils Report
❑
Correction List
❑
Approved Structural Plans
Redlined Structural Plans
❑
Approved Structural Calcs
Redlined Structural Calcs
❑
Approved Truss Calcs
❑
Redlined Truss Calcs
❑
Approved Soils Report
❑
Redlined Soils Reports
❑
Other:
Comments:
By: V IA n% fes T
Palm Desert Office: ❑ # (760) 360-5770
Washington Office : ❑ # (760) 404-9556
Thank
you!
This Material Sent
for:
❑
Your Files
❑
Per Your Request
❑
Your Review
❑
Approval
❑
Checking
❑
At the request of:
Other:
❑
By: V IA n% fes T
Palm Desert Office: ❑ # (760) 360-5770
Washington Office : ❑ # (760) 404-9556
To specify.your title tilock on .
these five lines, use,the SETTINGS.
main menu selection, choosei,the
Printing & Title 13.1,&4 tab, and ent
your title block inf6fmation.
Rev:550100 r
User: KW -0604868; Ver 5.5.0, 25 -Se -2oo1 Gang
(c)1983-2001 ENERCALC Engineering So*Nare
n STEM
Criteria
� t
Retained Height
= 2.SOfi •'� '
Wall height above soil
= . 0.50 ft
Slope Behind Wall
= 0.00:1
Height of Soil over Toe
= 0.00 in
Soil Density
= . 110.00 pcf
Wind on Stem = 0.0 psf,
Design.Summar
Total Bearing:Load
= 1,141 lbs
...resultant etc.
= 0:26 in
Soil Pressure @ Toe
= 364 psf OK
Soil Pressure @ Heel
= 396 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable .
ACI Factored @ Toe
= 483 psf
ACI Factored @ Heel
= 525 psf
Footing Shear @ Toe
= 0.8 psi OK
Footing Shear,@ Heel
= 9.8 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
Overturning
= 6:40 OK
Sliding
1.51 OK
Sliding Cales (Vertical
Component Used)
Lateral Sliding Force
= 275.6 lbs
less 100% Passive Force = - 75.0 lbs
less 100% Friction Force = - 342.2 lbs
Added Force Req'd
= 0.0 lbs 'OK
....for 1.5: 1 Stability
= 0.0 lbs'OK
Footing'Design Results _
Toe'" -: `Heel -
Factored Pressure =
483 525 fps
Mu': Upward =
244 0 ft
Mu' : Downward =
105' 0:ft
Mu: Design =
139 199 ft
Actual 1 -Way Shear =
0.79 9.76 psi
Allow 1 -Way Shear =
85.00 85.00 psi
Toe Reinforcing =
None Spec'd
Heel Reinforcing =
None Spec'd
Key Reinforcing =
None Spec'd
Title:
-Dsgfir:
Description
`Scope
everecf,Retain ngY . AlE,
Job #
Date: 1:49PM, 3 APR 06
Page 1
Soil Data f Footing;Strengtlis & DimensionsIM
A116W Soil Bearing;1500:0 psf', fc = � ; 2;500 psi Fy = 40;000 psi
Equivalent Fluid Pressure Metho"d". Min As % = 0.0014
Heel Active Pressure 45.0 Toe Width = 1:00 ft
Toe Active Pressure _ . 0.0 Heel Width = 2,Op
Passive Pressure = 150.0 Total Footing Width.
Water height over heel = 0.0 ft1
Footing Thickness = 12.00 in
FooiingIlSoil Friction = 0.300 1.
Soil height to' ignore Key. Width = 0.00 in
for passive pressure = '0.00 in Key Depth = 0.00 in
Key Distance from Toe = 0.00 ft
' Cover,@ Top = 3.00 in @ Btm.= 3.00 in
Stem,,Constructlon ;; .to, stem,
Stern OK
Design height �' t°ft= '. 0.00
Wall Mate riat;
Above" Ht" Concrete
Thickness _ 6.00
Rebar Size = `# 4
Rebar Spacing = 16.00
Rebar Placed at = Edge
Design, Data
f)/FB + fa/Fa = 0.107
Total Force'@ Section lbs .= 239.1
Moment.... Actual ft-# _. 199.2
moment ..... AllowJable= 1,859:4
SKi r .... Actual ' psi '=> 4:7 V
Shear....All6wable -.'psi = 85.0
Bar Develop ABOVE Ht in= ';"" 12.48 .
Bar Lap%Hook BELOW Ht. in--- 6:00
Wall Weight' _ .72.5 k.
R&l KDepth`'d' in= •4.25
Masonry.Data-
fm psi _
.Fs psi
Solid Grouting =
Special Inspection =
ModularRatio'n' _
Short Term' Factor _
f ,J Equiv. Solid Thick.:;
# Masonry: Block Type-= ,Normal Weight
# Concrete'Data
-# fc psi _, 2;500:0
Fy psi
40;000.0 i
Other Acceptable Sizes a Spacings
Toe Not�req d Mu < S Fr QRQFESS/o
Heel Not req d, ;Mu < S Fr - Q q�
Key: No key, defined`�
No.- 57958
E_xp.:06-30-0
vvL
To specify your title block on Title: Job #
r these five lines, use the SETTINGS Dsgnr. Date: 1:49PM, 3 APR 06
main menu selection, choose the Description:
Printing & Title_, Block tab, and, ent Scope
your title block information.
Rev: 550100. _.. z.
User: KW 0604868, Ver 550 2SSej}�o91 Cantilevered Retaining Wall Design
(cj19832001.ENERCALC Engineering SoR+rare,... .,..4.,� ,. +. _<.,. ,x __:;•. ....e ..+..__ -. _i..
Description STEM WALL"'
Page 2
t .' ....
• ',....RESISTING::..
Distance
Force Distance Moment•
4 Force
Distance.
Moment
Item Itis ft ft4
lbs
ft
ft-#
Heel Active Pressure = 275.6 1.17 321:6
Soil'Over.'Heel =
412.5
2.25
928.1
Toe Active Pressure =
Sloped Soil:;Over Heel '
Surcharge Over Toe =
SurchargeOver.-Heel�� _
Adjacent Footing Load =
Adjacent Footing
Added Lateral Load =
Axial Dead Load 8n Stern
0.00
Load @ Stem Above Soil =
'Soil Over'f6e
SeismicLoad =
Surcharge.Over Toe =
Total = 275.6 O.T.M. = 321.6
Stem Weight(s)
217.5
1.25
271.9
Earth Stem Trans�t�ons =
_
Resisting/Overturning Ratio' = 6.40
;'Footing= Weight =
450.0
1.50
675.0
Vertical Loads used for' -Soil Pressure = 1,140.6 lbs
KeyVVeigh!4 =
Vert. Component =
60.6'
3.00
181.8
Vertical component of active pressure used for soil pressure
''
.
Total =
1,140.6 lbs
a
x
R.M.=
2,056.8
P
QROFESS'
r=
M
2,
.. i � tib•: �. 'P�y 2
iNo.57958
Exp.. 06.30 0I9 >�
CIVIL C�NP
FCF `CALIFO�
COMPANY PROJECT
4 � 6 s'
w
Apr. 3 2006 6.13:56 Beaml j'
Design C'he"ck.CailcUiiti'on-S'-hEi'6t
Sizer 260-U
LOADS ( lbs, psf. or pff)
Load
Type.
Distributionj
Magnitude,
Start End
Location[ft]
Start End
Pat -
I tern,
Loadl
Live
Full Area.
17.36 (16.0)*[
180*
.-Yes
-ir1DUzary wiaLn tin)
MAXIMUM R
a
V-6"
Dead
Analysis
Value
9
Valuer
.Anal ysiWD66ign
Live
35
23
163
180*
fv./EVI
Uplift
48
fb,
Fb'
1552.
Total
34
Bending(-)
172
.92
585
Fb' =*1532
Bearing:
fb/Fbl
0.38
Deflection:
0.02 =
<L/999
.LC number
3
.2
Interior Live'
0
1 Length
1 1.001
0.15 =
L/24.0
0.00
LurTib6r-s6ftj,.,D'.`Pir-L; No'.2, 2x4"
Spaced* 16" c . /c; Self Weight' . of - -1 1 '.150li-a- Qtically.inclbd6dinloads;-
ii& 'he ie' (rife
Lateralsupport: top= full, bottom= at supports, Repetitive factor applie, w permitted r to online help); Load combinations: ICC -113C;
Analysis vs. Allowab.14 Stress (psi) andDeflection (in).-usin`a NDS,2601:
Criterion
Analysis
Value
'Desi n'
Valuer
.Anal ysiWD66ign
Shear
fV
23
7FV
180*
fv./EVI
0.13
Bending(+)
fb,
Fb'
1552.
fb/Fbl
0.06
Bending(-)
fb-
.92
585
Fb' =*1532
fb/Fbl
0.38
Deflection:
0.02 =
<L/999
0.10 =
L/366
0.16
Interior Live'
Total
0.02 =
<L/999
0.15 =
L/24.0
0.11
Cantil. Live
0719 =
L/224
0.23-
L/180
0.80
Total
0.20 =
L/208
0.35 =_.L/120.
0.57
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci 6n L?taOf ESS'"
FbI, 900 1.00 1 - C10 1.00 1.000 1.500 1.00 1.1`5 1.00 1.00 -
Fbl- 900 1.00 1.00 .1.00 0.967 1.500 1.00 1..15 • l.Q0 1.00 - Q`OM.
Fv' 180 1.00 1.00 1.00 - - 1.6o !.00 1.,00. I&'
Fcp' 625 - 1.00 1.00 -
1.00 1.00 -
El 1.6 million 1.00 1.00 - r11
1.00 1.00' - rfl
No.
0(
Bending(+): LCA 3 = L (pattern: M 24. lbs -ft !Exp. 06-30-
Bending(-):. LC# 2 = L_M = 149- lb's -ft
.Shear : LC# 2 = L, V = 86, V design = 80. lbs
Deflection: LCO 4 = L (pa•ttern: L).' EI= 9e06 -lb-i:n2., 'C
Total Deflection = 1.50(Dead Load Deflection) + Live.Load Defl*e'ction.qrF
(D=dead L=liveS=sno�i W=wind I=�'impact C=constr�u6tio'n CLd=c6ficehtrate C
.
(All LC's are listed in the Analysis output)
(Load Pattern: s=S12, X--L+S or L+C, -=no pattetn.lo?d in this span).., DG
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate f6rYour-application..
2. Continuous or Cantilevered Beams: NDS Clause , 4.2.5.5 requires I that.no I rmal grading provisions. be extended
nded I to the
e middle 2/3 of 2 span beams
and to the full length of cbntlleviiiwd otih
erspans:
3. Sawn lumber bending rTiemberi shail�be lerans
supported according to -the provisions- of NlDt'Cla.use'.4.4.1.
4. The critical deflection value has been -deterrnined'using' maximu'm' back:'S-p'andefl'-
ection. Cantilever d6flections do;'pot guyern design.