SOTB (07-2890)54698 Madison St
07-2890
. C&hf
_ . P.O. BOX 1504
' VOICE (760) 777-7012
XP
7$495 CALLE TAMPICO FAX (760) 777-7011
'Y*LA QUINTA,'CALIFORNIA 92253 ' BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 11/13/07
Application Number: ` ',07-00002890- Owner:
Property Address: 54698 MADISON)ST GRIFFIN RANCH, LLC
APN:767-320-999-AH -32879 - 47120 DUNE PALMS RD. STE.
Application description: STRUCTURES OTHER THAN BUILDINGS LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 300 C
Contractor: '101 O
Applicant: Architect or Engineer: TRANS WEST HOUSING, N '/.
10721 TREENA STREET, p w' ..
SAN DIEGO; CA 92.131 G --
/ ('858)653-3003 Fs0QG
( Lie. No.: '701039 C•`p O
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 Professionals Code, and my License is in full force and effect.
License Class: 'El License No.: 701039
,"gate. Contractor:
OWNER -BUILDER DECLARATION III
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the'
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000j.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 ($5001.:
(_) 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'.).
(4_) 1, as owner of theproperty, 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.). -
( 1 I am exempt under Sec. , B.&P.C. for this reason
Date: / I Owner:
DNS TR (TION LENDING AGENCY
I hereby affirm under penalty of perju that th ,re is a construction lending agency for the performance of the
work for which this permit is issued IS 7, Civ. C.).
Lender's Name:
Lender's Address: 0 /
LQPERN11T
-----------------------------------v - - - - - - ------ .
WORKER'S COMPENSATION•DECLARATION
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 U FIRE IN CO Policy Number 4086941904
I certify that, in the performance of the work for which this permit is issued, 1 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/e workers' compensation provisions of Section
30 of the La or Co I shall forth
wi with those provisions.
"17 plicartt:
/WARNING: FAILURE TO SECUE W KERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO C 1 AL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDIT N 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 Director of Building and Safety fora permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person atwhose 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 1 have read this application and state that the above information' correct. I agree to comply with all
city and county ordinances and state laws relating to building construc d hereby authorize representatives
of thi unty to enter upon the e-mentiorfedi Qropwy for' coon ur es.
gnature (Applicant or
:Application Number
. . . 07-00002890
„..
Permit”
BUILDING PERMIT
Additional desc
--
Permit Fee
15.00 Plan Check
Fee
9.75
Issue Date . . ..
Valuation
300
Expiration Date
5/11/08..'
"
Qty Unit Charge
Per
`Extension
BASE FEE
15.00
Special Notes and
Comments
FOOTINGS FOR HORSE
SCULPTURE AT GRIFFIN
RANCH ENTRY -
Other Fees
. . . ENERGY REVIEW FEE'
.98
HOURLY. PLAN CHECK
70.00 ,
STRONG MOTION (SMI)
- COM
.50 -
Fee summary ..Charged
Paid Credited
Due
Permit'Fee Total
15.00 .00
00
15.00
Plan Check Total
9..7.5 .00
.00.
9.75
Other.Fee Total
71.48 .0000
71.48
Grand Total
96.23 .00.
.00
96.23
LQPERA11T
Bin #
City of La uinta
-Q
Building U Safety Division
Permit.# P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
-Building .PeFMKA Ppflcatlon and Tracking Sheet
................. ..........
Project Address:'- Corner . of Ave. 54 and Madison Street f
P
I Owner's Name:
A- P. NPznb6r: 767-780-082
Address:
I
Legal Description: Lot AH, 'Cippn Space..
Pity, ST, ZI!p.: .. ....
Contractor: Trans West Housing
Telephone:
.. .. . ....... . . ......
47-120 Dune Palms Road,-Suite C
t)tion:
La. Quinta, CA 92253
etail for the installation of APP Horse
,Telepho!ic: 76 0 -777-4307
1' IN
Freedom at Griffih Ranch
Striking Fre
C L ic. 0: i
...... . .
Arch., EnSr., Dcstgnq: -
'•
city, ST, Zip: ......
Melephone:
1; State Lie.
.... 0! . ..... .
Consutiption 7wo: Occupancy:i
Project type (circle Add'n Alter Repair Demo
one): Now
Name Of C0ntad-PersPP..Jerr.v Herman
Sq. Pt.:
Stories:
Units:
760 777-4307 EX 1*23
J0 -
Estimated Value of Project
01
APPLICANT: DQ.N-QT WRITE-SELOW THIS LINE
#
_At
Rec!d
...
........
Plan Sets
Plan
Amount
Structural
Reviewed, ready for corrections
'Plan Check Deposit
Truss Cates.
Called Contact Person.
Plan Check Balance
Energy Cities.
Plant (picked up.
i
Construction.
an
Flood p!41A plan
. .......... .
Plans:rcaubmiftcd
:mechanical'
2`! Review, read ectionsAssue.
y for'corr
Electrical
Subcontactor List
Called Contact rer4on
Plumbing
:i Grant Deed
S.M. . ...... .......
MOJL Approval
Plans resubmitted
Grading
IN HOUSE:-
Review,
.'Developer Impact Fee
PlanningApproya!
Called Contact Person,
AXPX. .. ... ..... .
Pub. Wks. Appra
te of permit issue„
School Fees
Total Permit Fees
APP HORSE Footing.max
oI
ON
y .
Joseph N. Cicchini, P.E.
P.O. Box 4206
Palm Desert, Ca 92260
760-776-6687
Fax 760-346-3460
Title :
Dsgnr:
Description
Scope:
Job #
Date:
2 -
User.
User. KW -0605049• Ver 5.6.1, 25 -Oct -2002 Circular Concrete Column
( (c)1983-2002 ENERCALC Engineering Software c:lproject\mccomic\talcs\col.ecw Calculations
Description Column
Column Diameter= 16.00in,
with 8 #5 Bars
General Information
Column is OK
Calculations are designed to ACI 318-95 and 1997 UBC Requirements
Diameter 16.000 in
fc
2,500.Opsi
Total Height
3.830 ft
Number of Bars 8
Fy
60,000.0 psi
Unbraced Length
3.830 ft
Bar Size 5
Seismic Zone
4
Eff. Length Factor
1.000
Total Rebar Area 2.480 in2
LL & ST Loads Act Separate
Column is BRACED
'
Rebar Percent 1.233%
Spiral Ties Used
Magnification Factor
1.00
1.00
Bar Cover 3.000 in
Design Eccentricity
1.0800 in
1.0800 in
Loads
Magnified Design Moment
0.08 k -ft
0.08 k -ft
Dead Load
Live Load
Short Term
485.17 k
Eccentricity
Axial Loads 0.600
k
k k
153.70 k
in
Lateral Point Loads
Ecc : Balanced
6.7143 in
Location
# 1
#2
k
k 0.216 k
3.830 ft
Elastic Modulus
k
k k
ft
Column Diameter= 16.00in,
with 8 #5 Bars
Column is OK
ACI 9-1
ACI 9-2
ACI 9-3
Applied Pu : Max Factored
0.84 k
0.84 k
0.54 k
Allowable Pn * Phi @ Design Ecc.
349.10.k
349.10 k
349.10 k
M -critical
Combined Eccentricity
0.08 k -ft
1.0800 in
0.08 k -ft
1.0800 in
0.05 k -ft
1.0800 in
Magnification Factor
1.00
1.00
1.00
Design Eccentricity
1.0800 in
1.0800 in
1.0800 in
Magnified Design Moment
0.08 k -ft
0.08 k -ft
0.05 k -ft
Po * .80
485.17 k
485.17 k
485.17 k
P: Balanced
153.70 k
153.70 k
153.70 k
Ecc : Balanced
6.7143 in
6.7143 in
6.7143 in
Slenderness perAC1318-95 Section 10.12 & 10.13
Actual k Lu / r 11.490
Elastic Modulus
2,850.0 ksi
Beta 0.850
ACI Ea. 9-1
ACI Eo. 9-2
ACI Eo. 9-3
Neutral Axis Distance
15.2980 in
15.2980 in
15.2980 in
Phi,
0.7500
0.7500
0.7500
Max Limit kl/r
34.0000
34.0000
34.0000
Beta = M:sustained/M:max
1.0000
1.0000
1.0000
Cm
1.0000
1.0000
1.0000
EI / 1000
0.00
0.00
0.00
PC: pi^2 E I / (k Lu)^2
0.00
0.00
0.00
alpha: MaxPu / (.75 Pc)
0.0000
0.0000
0.0000
Delta
1.0000
1.0000
1.0000
Ecc: Ecc Loads + Moments
1.0800
1.0800
1.0800 in
Design Ecc = Ecc * Delta
0.0000
0.0000
0.0000 in
ACI Factors (per ACI, applied internally to entered loads)
EXM
ACI 9-1 & 9-2 DL 1.400
ACI 9-2 Group Factor
0.750
UBC 1921.2.7 "1.4" Factor 1.400
ACI 9-1 & 9-2 LL 1.700
ACI 9-3 Dead Load Factor
0.900
UBC 1921.2.7 "0.9" Factor 0.900
ACI 9-1 & 9-2 ST 1.700
ACI 9-3 Short Term Factor
1.300
....seismic = ST * : 1.100
Spiral Tie Requirements per 97 UBC 1910.9.3
Spiral Tie Bar Size #
3 Min. Spiral Reinforcement Ratio 0.029
Gross Area of Column 201.06
in2
Core Area Within Spirals 78.54 in2 Max Spiral Tie Spacing
18.051
in
Joseph N. Cicchini, P.E.
P.O. Box 4206
Palm Desert, Ca 92260
760-776-6687
Fax 760-346-3460
Rev: 560100
User. KW -0605049, Ver 5.6.1, 25-0c
Description Column
Title :
Dsgnr:
Description
Scope:
Circular Concrete Column
Job #
Date:
Sketch & Diagram
0In Axial: Pn'phi (k)..........
f I Pu,Mu(Eq 9-1): 349.1k, 0.1i ft -
DL=0.6, LL=0.Os, ST=O.Ok! 1 t Pu,Mu (Eq 9-2): 349.1k, 0.1k -ft ,
(Eq 'J3)•r349:1 k; O.Ok-ft—
' I
131► ; I
_2....-.-__._..
5
1 !
99.7
!
i
3.83ft ••• i I _____.____ ! ._.
i
i
k c
i
0.0 6.5 13.0 19.5 26.0 32.5 39.0 45.6 52.1 58.8 65.1
Moment : Mn'pni (k -ft)
(3): Pt LA #1: DL=0.05, LL=0.0, ST=0.2k (d1 3.83ft - _
Joseph N. Cicchini, P.E.
P.O. Box 4206
Palm Desert, Ca 92260
760-776-6687
Fax 760-346-3460
1, 25 -Oct -2002
ngineering Software
Footing
Description
Title :
Dsgnr:
Description
Scope:
Combined Footing Design
Job #
Date: a
[ 0
General Information
Length = 8.00ft, Width = 5.00ft,
Calculations are designed to ACI 318-95 and 1997 UBC Requirements
Allow Soil Bearing F
1,000.0 psf
fc 2,500.0 psi
Seismic Zone
4
Fy 60,000.0 psi
Concrete Wt
145.0 pcf
Min As Pct 0.0014
Short Term Increase
1.00
Distance to CL of Rebar 3.00 in
Overburden
110.00 psf
Live & Short Term Loads Act Separately
Dimensions
0.67 psi
Steel Req'd @ Cente
Footing Size... _
Column Support Pedestal Sizes
Distance Left
2.00 ft
#1 : Square Dimension 14.00 in
Dist. Betwn Cols
4.00 ft
...Height 46.00 in
Distance Right
2.00 ft
#2: Square Dimension 14.00 in
Footing Length
8.00 ft
...Height 46.00 in
Width
5.00 ft
Thickness
12.00 in
ACI Factored
Loads
Dead + Live
r
Vertical Loads...
Eq. 9-1 399.0 psf
(ci) Left Column (a- Right Column
Dead Load
253.9
0.600 k 0.600 k
Live Load
0.146 ft
k k
Short Term Load
k k
Applied Moments...
Dead + Live
285.0
Dead Load
Eq. 9-1 399.0 psf
k -ft k -ft
Live Load
316.1
k -ft k -ft
Short Term Load
0.146 ft
0.830 k -ft 0.830 k -ft
Summary t Footing Design OK
Length = 8.00ft, Width = 5.00ft,
Thickness = 12.00in, Dist. Left = 2.00ft, Btwn..= 4.00ft, Dist. Right = 2.00ft
Maximum Soil Pressure
316.12 psf
Allowable
1,000.00 psf
Steel Req'd @ Lef
0.151 in2/ft
Max Shear Stress
0.67 psi
Steel Req'd @ Cente
0.151 in2/ft
Allowable
170.00 psi
Steel Req'd @ Righ
0.151 in2/ft
Min. Overturning Stabilit
30.394:1
Soil Pressures
R
Soil Pressure a@ Left Actual
Allowable
ACI Factored
Eccentricity
Dead + Live
285.0
1,000.0 psf
Eq. 9-1 399.0 psf
0.000 ft
Dead+Live+Short Term
253.9
1,000.0 psf
Eq. 9-2 355.4 psf
0.146 ft
Soil Pressure @ Right End
Eq. 9-3 228.5 psf
Dead + Live
285.0
1,000.0 psf
Eq. 9-1 399.0 psf
0.000 ft
Dead+Live+Short Term
316.1
1,000.0 psf
Eq. 9-2 442.6 psf
0.146 ft
Stability Ratio
30.4 :1
Eq. 9-3 284.5 psf
Joseph N. Cicchini, P.E. Title: Job #
P.O. Box 4206 Dsgnr: Date:
Palm Desert, Ca 92260 Description
760-776-6687 Scope
Fax 760-346-3460
Rev: 560100
User. KW -0605049, Ver 5.6.1, 25 -Oct -2002 Combined Footing Design
(c)1983-2002 ENERCALC Engineering Software
Description Footing
E
Moment & Shear Summary
( values for moment
are given per unit width of footing)
Moments...
ACI 9-1
ACI 9-2
T ACI 9-3
Mu @ Col #1
0.04 k-ft/ft
0.00 k-ft/ft
0.00 k-ft/ft
Mu Btwn Cols
0.04 k-ft/ft
0.16 k-ft/ft
0.19 k-ft/ft
Mu @ Col #2
0.04 k-ft/ft
0.08 k-ft/ft
_ 0.05 k-ft/ft
One Way Shears...
Vn : Allow * 0.85
85.000 psi
85.000 psi
85.000 psi
Vu @ Col #1
0.259 psi
0.013 psi
0.008 psi
Vu Btwn Cols
0.264 psi
0.000 psi
0.000 psi
Vu @ Col #2
0.259 psi
0.506 psi
0.325 psi
Two Way Shears...
Vn : Allow * 0.85
170.000 psi
170.000 psi
170.000 psi
Vu @ Col #1
0.575 psi
0.672 psi
0.505 psi
Vu @ Col #2
0.575 psi
0.476 psi
0.306 psi
Reinforcing ( values given per unit width of footing)
@ Left Edge of Col #1 Between Columns
@ Right Edge of Col #2
Ru/Phi
As Req'd Ru/Phi
As Req'd
Ru/Phi As Req'd
ACI 9-1 0.58 psi
0.151 in2/ft 0.58 psi
0.151 int/ft
0.58 psi 0.151 int/ft
ACI 9-2 0.05 psi
0.151 in2/ft 2.20 psi
0.151 in2/ft
1.11psi 0.151 in2/ft
ACI 9-3 0.03 psi
0.151 in2/ft 2.55 psi
0.151 in2/ft
0.71 psi 0.151 in2/ft
ACI Factors (per ACI, applied internally
to entered loads)
ACI 9-1 & 72 7L 1.400
ACI 9-2 Group Factor
0.750 UBC 1921.2.7 "1.4" Factor 1.400
ACI 9-1 & 9-2 LL 1.700
ACI 9-3 Dead Load Factor
0.900 UBC
1921.2.7 "0.9" Factor 0.900
AC_ 19-1 & 9-2 ST 1.700
ACI 9-3 Short Term Factor
1.300
....seismic = ST * : 1.100
E
Joseph N. Cicchini, P.E. Title: Job #
P.O. Box 4206 Dsgnr: Date:
Palm Desert, Ca 92260 Description . G
U
760-776-6687 Scope:
Fax 760-346-3460
Rev: 560100
User. KW-0605049,Ver 5.6.1,25-oa-2002 Combined Footing Design
(c)1983-2002 ENERCALC Engineering Software
Description Footing
Sketch & Diagram
Moment: DL-0.0, -0.0, ST=0.8W1ment: DL-0.Q LL=0.0, ST=0.8k-ft 6.o8---'• 0.28"--0.57--0:85----l-13---!-.42'-'1.70 1.98 2.27 2.55 '2.83
1 I I i I 1.t _ I 4,1.. i1
Ved Ld: DL- 8, LL=0.0, ST=O.OkVerl Ld: DL=0.8, LL=0.0, ST=O.Ok
1- • - 000 t 1 + ... .. .. I
0.00
6001
I I i 4
4810 .. ,LI I -I. .L. I-- )__-•_) _t .__,-{--. l _f
III.
-0.00
rl 2m .111,
S _ Shear Load (k) Location Along Member (ft)
0.I: b.26*'
0 57 0.85 1:13- 1.42 - 1 70 - Y.98 2.27 2.55 ---2.83
a: 4
ll
i i 3 1 i
2ft 4ft 2ft
ieft - of ii _
0 03 1,. I , i. t - .t
..8 (II M.
oil '1111 , ; 1111 1111 11 ,
0:021
0111 iii
a l ; I ,III
1 I
-• UI I' , I,,ii;! II,!,'., ,{il llilll. t,,.. '!. t,ll,! III III t .Ill 'I !I ;I1411i1 liil j
n Ben Moment (k•ft) - • _ Location Along Member (ft)
83
430
-0o ltd.
}----, tlll
.., ): F.
Shear Load (k) Location Along Member (ft) Shear Load (k) • Location Along Member (ft) `
19 0 28 0 57 0 85 1 13 - 1 42 1 70 1 98 :2.27 - 2 55 "- 2.83
t_
0:11 I t -- - 0.12
lllll(.'il II, ` --T r..--
E
0.09 f I l I , -
I 1 I II ! I I:I'• '• I i + 'i I 1 i I 'I , ' SIT I, ; '1 I_ 1 . I-
!A ++ _ _r -- - •---- --------- 1.11 .. L..:..+ I 1 - — — I -- —
°ii 1 ! 11•;,11 I - (SII i. I ! ' i i l
r: ------ --- — — — — — — — —
iii.I11 03Ifr{L
Ill 1111 11 II
oorl ( t, III Ilii III III jl
JIII Ilii,t I n lJl II III,,
o.°o
-0-0.,
' ! I "iLlii j I i lh i;! ' Ii I_IIII IIII !--- - - _ . -' ►-'- _ __ _..+_.1.-1 I NrE I j 1I f _r 11 _._._` — I- 1 IitII; I 1 'I..1 I I I t o:oo `
!J I 1 i• 1 t t , I! I
95 - I - - - t---- ---;— I I I, —g'
! a 1C
Bending Moment (k-ft) Location Along Member (ft) Bending Moment (k-ft) Location Along Member (ft)
__ - _ _. _ .... - ._ .-. T .y _ - • . t- .... ._..__ i.._ L i.- - _ _
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in # City of La Quinta
Building U Safety Division
Permit # i ' .TS!-lo48 P.O. Box 11504, 78-495 Calle Tampico
_45A- La Quinta, CA 92253 - (760) 777-7012
t -Building Permit Application and Tracking Sheet
Project Address:' Corner of Ave. 54•and Madison Street pwner's Name
Same
A P. Number: 767-780-082 Address:
Legal Description: Lot AH. `Open Space i City, ST, Zip:
Trans West Housing g Telephone: • '
Address:- 47-120 Dune Palms Road,:Suite C Project Description:
City, ST, Zip La. Quinta, CA 92253 "
.. Footing detail for the installation of APP Horse
Tele hone: „760-777-4307 '
p "Striking Freedom" at Griffih Ranch
City.Lic. #:i
Arch., Engr., Designer• •
Address:
:City, ST, Zip:
" :Telephone:, Construction Type: Occupancy:;
__
.State Lic. #: f. Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: JerryHerman__ Sq. Ft.: # Stories: # Units:
Telephone #.of,Contact Person: 760 777-4307 EX 123 Estimated Value of Project: Q
APPLICANT: DQ.NOT WRITE-BELOW THIS LINE
.0. .. Submittal ...Req'd _, ' Recd , TRACING: PERMIT FEES'
Plan Sets " f/ Plan Check.submltted t Z Q Item Amount
Structural Calea... ` Revlevaed, ready for eorrecdons Plarr Cheek.Deposit
Truss Cates. Called Contact Person Plan Check Balance
i
Energy Cates. Plans_k i ked up ; i Construction.
Flood. plain plan Plans resubmitted Mechanical
Grading;plan V Review, ready for corrections/lssue i- Electrical
Subcontactor List ' Called Contact Person Plumbing
a Grant Deed Plans plcked u S.M.I.
,
HOA Approval Plans resubmitted Grading
IN ROUSE:- . _ . '"' Review, ready for correctionvIssue = "Developer Impact Fee
Planning Approval Called Contact Person. A.LP.P.
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School Fees
Total Permit Fees
APP HORSE Footing-max
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