BLDG (0310-313)53345 Avenida Madero
0310-313
LICENSED CONTRACTOR DECLARATION
I hereby affirm under peF alty'of,perjury that I am licensed under provisions of
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
Date Signature of Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
•) - 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 & Professionals Code). J
( ) I, as owner of the property, am exclusively contracting with licensed ,
contractors to construct the project (Sec. 7044, Business & Professionals,,
Code).
,( ) I am exempt under Section B&P.t . for thislreason +.
Date i rN . :;arj .g-,`:2Signature of Owner.
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 & policy no. are:
Carrier Policy No. .
(This section need not be completed if the permit valuation is for $100.00 or less).
sQ) I certify that in the performance of the work for which this permit is issued,
all 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 those pr sions.
/Date: - , ^r. "" -Applicant— _o t
Warning: Failure to s/ecufe Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cosf.of compensation, damages as provided for in Section 3706
,of the.Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set' forth on his
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 applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
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 State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection pu oses.
Ll f Signature (Owner/Agent) 4 A k li Date t' "f) %'
1`
BUILDING PERMIT PERMITN
161f-y .
DATE VALUATION LOT. TRACT
JOB ADDRESS
ADDRESS SITE'4< 9 ' ,Cyr ,
5 •^, 15 A3 RIDA IdADF'.D1O
APN.
-
OWNER
CONTRACTOR / DESIGNER / ENGINEER
JA QUIM CA 92253
USE OF PERMIT
GENERAL BUXUDWO
45 JX b` 81.. )'vIC'KAL1.,`0N TOP OF IWiSTING RZTAI'M1140 U+TAL.L P91t
L:3da'.tR>IEEMA) CALCI. 2001 CBC,
f FT. WALL 43.09 LF
,,., .rdp ATFZ Pan ov. i.'4. 1.'is.Q.d uCJ...dO
y i .7 y'yry'+y yv f + g p ,{ ♦•'{
SS;AV.S .Cl.b) iM 17'iJ10d1Y)1•.{LC.C. .
i
014 i UCTdcal 1.01.00C1M418.000 929,00
0.2003
F
A QUI !TA. ,E: QEP.
F'
STILI -TOTAL CONWR1:T(rf[ON I'AN:iJ;173'..AN 129MC;,TC
$2'?.00
LESS xaR&PAli;'IMM
$0,00
`.r0TAL FM. , 97: YJWS VE119 NOW
529.00
r
RECEIPT
DATEr
BY4
DATE FINALED
INSPECTOR
S
f
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
BLOCKWALL APPROVALS
POOLS - SPAS
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam — . p $,
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final I
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fbdures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
COMMENTS:
RAYMOND FRANGIE STRUCTURAL CONSULTANTS, INC.
-----------------
44-100 MONTEREY AVE., SUITE 201C, PALM DESERT, CA. 92260
PHONE (760),836-1000 FAX (760) 836-0856
E-MAIL'z R.FRANGIE@VERIZON.NET
OCTOBER 20, 2003
PAM NIETO r
53-345 MADERO .
LA QUINTA, CA.
Att.: PAM NIETO
Re.: FENCE RETAINING WALL
ADDED FENCE OVER RETAINING WALL t
53-345 MADERO
LA QUINTA, CA. r
JOB NO.: 4142
DEARPAM
.IN REGARD OF THE ABOVE MENTIONED. PROJECT, AND AS PER OUR PHONE
CONVERSATION ON OCTOBER 17, 2003, WE SUBMIT THE FOLLOWING:
1- FOLLOW THE ATTACHED DETAIL "A" FOR THE ADDED SIX FOOT HIGH
FENCE WALL OVER AN EXISTING TWO FOOT RETAINING WALL.
VERIFY THE ABOVE INFORMATION WITH THE BUILDING DEPARTMENT PRIOR TO
APPLICATION.
IF YOU HAVE ANY QUESTIONS PLEASE DO NOT HESITATE TO CALL OUR OFFICE.
AT THE ABOVE PHONE NUMBER
NICHOLAS ABOU FADEL x,
PFp VIS • • .
CITY ^Y ®F LA QUANTA
Cc ADE, X1 BUILDING & SAFETY ' DEPT.
FOR CONSTRUCTION
DATE
Attachments 3
To specify your title block on
these five lines, use the SETTINGS
main menu selection, choose the
Printing & Title Block tab,, and ent
your title block information.
Rev: 550100
User: KW -0604868. Ver 5.5.0, 25 -Sep -2001
(c)1983-2001 ENERCALC Engineering Software
Title : Job #
Dsgnr: Date: 9:38AM, 13 OCT 03
Description
Scope:_
Cantilevered Retaining Wall Design
1 _y Page 1
Description
= 1,422 lbs
...resultant ecc.
= 7.37 in
Soil Pressure @ Toe
= 1,494 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Criteria
ACI Factored @ Toe
Soil Data
Footing Strengths & Dimensions
Retained Height ' _
2.00 ft
Allow Soil Bearing = 1,500.0 psf
fc = 2,500 psi Fy =
40,000 psi
Allowable
-
Equivalent Fluid Pressure Method
Min. As %
0.0014
Wall height above soil =
6.00 ft
Heel Active Pressure = 35.0=
Toe Width
0.33 ft
Slope Behind Wall =
0.00: 1
=
Toe Active Pressure 0.0
-
Heel Width -
2.17
Height of Soil over Toe =
0.50 in
Passive Pressure = .250.0
Total Footing.Width
2.50
Soil Density =
110,00 pcf
Water height over heel 0.0 ft
Footing Thickness =
12.00 in
Wind on Stem 15.0 psf
Design Summary
Total Bearing Load
= 1,422 lbs
...resultant ecc.
= 7.37 in
Soil Pressure @ Toe
= 1,494 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 2,027 psf
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
= 5.3 psi OK
Footing Shear @ Heel
8:4 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
_
Overturning
= 2.29 OK
Sliding
= 2.27 OK '
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
=. 247.5 lbs
less 100% Passive Force = - 135.6 lbs
less 100% Friction Force = - 426.6 lbs
Added Force Req'd
_ 0.0 lbs OK
....for 1.5 : 1 Stability
_ 0.0 lbs OK
Footing Design'Results
Design Data
Toe Heel
Factored Pressure =
2,027 0 psf
Mu': Upward =
228 0 ft-#
Mu': Downward =
27 832 ft-#
Mu: Design =
202 832 ft-#
Actual 1 -Way Shear =
5.29 8.35 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
Moment..... Allowable
ft-#=
height to ignore
r 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
tem Construction
Top Stem
2nd "
Stem OK
Stem OK
Design height
ft=
2.00
'0.00
Wall Material Above_"Ht"
_
Masonry
Masonry
Thickness
_
8.00
8.00 M
Rebar Size
_
# 4
# 5
Rebar Spacing
=
32.00
32.00
Rebar Placed at
=
Center
Edge
Design Data
fb/FB + fa/Fa
=
0.652
0.604
Total Force @ Section
lbs =
90.0
160.0
Moment.... Actual
ft-# =
270.0
496.7
Moment..... Allowable
ft-#=
414.0
822.7
Shear..... Actual
psi =
2.1
2.8
Shear..... Allowable
psi'--
19.4
19.4
Bar Develop ABOVE Ht
in=
20.00
25.00
Bar Lap/Hook BELOW Ht., in =
20.00
6.00
Wall Weight
psf =
84.0
84.0
Rebar Depth 'd'
in=
3.81
5.25
Masonry Data
I'm
psi=
1,500
1,500
Fs
psi =
20,000
20,000 ,
Solid Grouting
_
Yes
Yes
Special Inspection
=
No
No
Modular Ration'
_
25.78
25.78
Short Term Factor
=
.1-000
1.000 '
Equiv. Solid Thick.
in=
7.60
7.60
Masonry Block Type = Normal Weight
Concrete Data
fc
psi =
Fy
psi =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S ' Fr
Heel: Not req'd, Mu < S ' Fr
Key: No key defined
TO specify your title block on '
Title:
Job #Dsgnr: Date: 9:38AM, 13 OCT 03
these five lines, use the SETTINGS
Description
main menu selection, choose the .
Printing & Title Block tab, and ent
Scope:
your title block information.
Rev 550100r
Ver 5.5.0.25SeP2oo1 Cantilevered Retaining Wall Design
Page 2
User. KW-0604868,
(c)1983-2001 ENERCALC Engineering Software
Description
Summa of Overturni i & Resisting Forces & Moments
.....OVERTURNING.....
Force Distance Moment
RESISTING.....
Force Distance
Moment
Item lbs ft ft-#
lbs ft
ft #
Heel Active Pressure = 157.5 1.00 157.5
Soil Over Heel =
330.1 1.75
576.6
Toe Active Pressure =
Sloped Soil Over Heel =
Surcharge Over Toe =
Surcharge Over Heel =
Adjacent Footing Load =
Adjacent Footing Load =
Added Lateral Load
Abal Dead Load on Stem =
0.00
Load @ Stem Above Soil = 90.0 6.00 .540.0
Soil Over Toe =
1.5 0,17
0.2
SeismicLoad =
Surcharge Over Toe =
Stem Weight(s) _
672.0 0.66
445.8
Total = 247.5 O.T.M. = 697.5 '
Earth @ Stem Transitions
Resisting/Overturning Ratio = 2.29
Footing Weight =
374.5 1.25
467.6
Vertical Loads used for'Soil Pressure = 1,422.0 lbs
Key Weight
Vert. Component _
43.9 2.50
109.6
Vertical component of active pressure used for soil pressure
Total =
1,422.0 'Ibs R.M.=
j.
1,599.8
i