0005-348 (BLCK)LICENSED CONTRACTOR 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 # Lic. Class Exp. Date
734283 r 03/31/2(
iDate ` ,` ''� Signature of Contractor_ `�f u ;'�`" •/�G
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).
( ) 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.C. for this reason
Date Signature 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
Sect on 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:
CarrierZUJUC14 MS CO. Policy No. we 6938-96507
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) 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 those provisions.
/bate: _�/7,1f : ' Applicant `�NiM .e`• _ / •�.r ,w
1 ; r
Warnings: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $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.
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 purposes.
/Signature (Owner/Agent) ✓f �- %� Date
r f
BUILDING PERMIT PERMIT#
DATE VALUATION LOT TRACT
JOB SITE APN
ADDRESS
OWNER CONTRACTOR/DESIGNER/EN (NEER
KCL. DEVMOPMF T CORPOR.AITON KSL DEVELOPIdM4T 0009 3ORAnOM
55-920PGAYX1,VD 55-920PQA BT VD
LA Q:Uft TA CA 92253 LA QUINTA CA 92253
('760)564.7166 C.BL4 4676
USE OF PERMIT
GENERAL BIM1,D]NIG
INSTALL MONUMENT WA.IaLl ON MAST &WEST SIDES OF TkfYR ENTRY .
i)RIVE TO TH NORMAN CLUBHOUSE, BLOC' irK6, 0 V. @ d' HICIH
5 PT, WAJ.L
40,00 LF
Zsa"M!Ie IXI) 00 -ST 05.r C0N9.-WC=01q
4. .fkli
C04199'i3.UCTION FEE 101.000-418.000 $25.00
�.a
wry
Gw�
t.Y�,:4
f � s•
w3
S.
I
•t'iN �
wr.i:'�
SM -TOTAL C014MUCMOM AMD FLAW CBEC7-
`
$25.00
LESS PRF -PAY D F7M
20.00
TOTAL PMMTr FEE$ DUE NOW
11-M00
RECEIPT DA ! / ' BY- Y ) I DATE FINALED INSPECTOR
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
OX 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
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
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
Fixtures,
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
COMMENTS:
•
0
" la -03-00 11:03am From -DFD ARCHITECTURE 16029579603 T-757 P-01/02 F-190
.Date: )anuary 3, 2000
2 Pages Including Cover
From: Tom Zandler
Project Name: Greg Norman Golf Club
at La Quinta
To- Steve Sloanaker
Company: Paul Koehler F-ngr.
DFD Project # 98215
FAX No. 480-922-3739
`
To:
To:
Company:
Company:
FAX No.
FAX No.
DFD ARCHITECTURE
Attached -- RFI regarding patio slab for your review & con=eriy.
Thanks.
1�6' c' iAI
ws
?Zftv t'06-0T>�C t�r, c ��- coetAI %. 1111Sg0
.
(,� 't'�P`�f� ��'�M•cr,�� `�A1; TAF-
uF+_rlE 5'+cN�,T-R1"SIST
FAX COVER SHEET
+T1wAC'�SZfl L4W5S 16011M00,r TIAE use-j.OF '�C
ire
oL4%) c. -S oe- s�a3 cant �RAa�c oR-tG i�119w� 54�o�,Jr►1 �dJQ�G,
�fA/C. t�otE ?j�,
GJr,- 't me �R�YISEfl i},IS 17cTA1L To (L+EFt.tCT 'ij-�ts
c,�p,,4c,e Aop A�4+o Ir *s '`SkS1h �Fo2 �o
USS ep%.EASc r -A c -r AiAT' 1�s -"3ASG i{�vi
_%�e 1'-ivERS 5 10 GooQo u�o�TG� c�
. N91�, �Au>V• ere G .
2c
G
m
w No.C050390 T
d Exp. 6-30-01
�T9T C I v �L
4207 North 24th Street
Suite
F�Q
FA�-�
OF C
PhoenizAri zona 55016
v
If this transmission is incomplete or illegible, Hard copy to foib,-:. - by mail. :Lpharie
602.957.4758
contact Donna at 957-4758, ext_ 693? Hard co will not follow_
x 602.957.9603
•
•
(I
r:
MASONRY REMIN/NG WALL AT PA 110
PAUL - KOEHLER
01TCONSULTING STRUCTURAL ENGINEERS INC.
7170 E. McDONALD DRIVE SUITE 6
SCOTTSDALE. ARIZONA 85253 (480) 922-8854
EMAIL:- pke®futureone.com FAX (480) 922-3739
ME GREG NORMAN GOLF CLUBHOUSE
L.A Qv%,4TA , CA
1%
1 #5 CONT.
#5 VERTICAL AT 16" O.C.
CENTERED.
FINISHED GRADE.
CONCRETE SLAB ON GRADE s occuv_%)_
D" MASONRY WALL.
BOWELS TO MATCH AND LAP
?ER G.S.N.
#5 AT 24" O.C. TOP AND .
3OTTOM.
3 #5 CONT. TOP AND BOTTOM.
JNE OF STONE VENEER PER
ARCH'L.
2 #5 IN 8" DEEP CONT. GROUND
3OND BEAM.
PAVERS ME—' i4" L, — .
141{ L .
,kip svea4ag._
-R.
8)
NO SCALE
SS/0
G
m
No. C050390 "'
Exp. 6-30-01
J�9l C10.
FCFCAUF��
JOB NUMBER DRAWN
90436 BP
DA SKS1
/03/00 �� SS OF
C,
PAUL • KOEHLER
CONSULTING
STRUCTURAL
ENGINEERS, INC.
Job Name
Job No. Sheet
By Date
PAUL-KOEHLER ENGINEERS, INC
7170 E McDONALD DR, SUITE 6
SCOTTSDALE, AZ 85252
(480)922-8854 (480)922-3739 FAX'
EMAIL: pke@futureone.com
L0300Rev: 5
User: 510300 105, Ver 5.1.3, 22 -jun- 1999, W102(c) 1983.99 ENERCALC
Title : Greg Norman Golf Clubhouse Job # 90436
Dsgnr: SCS Date: 2:59PM, 3 JAN 00 �\
Description : Patio Wall (Cantilevered)
Scope:
Cantilevered Retaining Wall Design Page 1
c:\ec\greg norman clubhouse\calc I .ecw:Calcula I
Description Greg Norman Golf Clubhouse -- Patio Wall (Cantilever)
Criteria
fc = 4500 psi
Retained Height =
4.00 ft
Wall height above soil =
4.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
8.00 in
Soil Density =
110.00 pcf
Soil Data
fc = 4500 psi
Allow Soil Bearing
= 2,325.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active Pressure
= 0.0
Passive Pressure
= 250.0
Water height over heel
= 0.0 ft
FootingllSoil Friction
Wind on Stem = 18.7 psf Soil height to ignore
for passive pressure
Surcharge Loads
fc = 4500 psi
Design Summary
Min. As %
Total Bearing Load
= 1,795 lbs
...resultant ecc.
= 5.86 in
Soil Pressure @ Toe
= 1,183 psf OK
Soil Pressure @ Heel
= 14 psf OK
Allowable
= 2,325 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 1,543 psf
ACI Factored @ Heel
= 18 psf
Footing Shear @ Toe
10.7 psi OK
Footing Shear @ Heel
8.9 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
Moment.... Actual
Overturning
= 2.25 OK
Sliding
= 1.95 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
= 591.8 lbs
less 100% Passive Force= - 347.2 lbs
less 100% Friction Force= - 807.7 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 =
1,543 18 psf
Mu': Upward =
1,171 217 ft-#
Mu': Downward =
278 1,038 ft-#
Mu: Design =
893 821 ft-#
Actual 17Way Shear =
10.68 8.85 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
40
= 0.450
= 0.00 in
Footing Strengths & Dimensions
fc = 4500 psi
Fy = 40,000 psi
Min. As %
= 0.0012
Toe Width
= 1.17 ft
Heel Width
= 1.83
Total Footing Width
= -3.-00
Footing Thickness
= 12.00 in
Key Width
= 0.00 in
Key Depth
= 0.00 in
Key Distance from Toe
= 0.00 ft
Surcharge Over Heel =
50.0 psf
NOT Used To Resist Sliding &
Overturning
Stem Construction
Top Stem
Masonry Data
Stem OK
Design height
ft= 0.00
Wall Material Above "Ht"
= Masonry
Thickness
= 8.00
Rebar Size
_ # 5
Rebar Spacing
= 16.00
Rebar Placed at
= Center
Design Data
Modular Ratio'n'
fb/FB + fa/Fa
= 0.576
Total Force @ Section
lbs = 418.4
Moment.... Actual
ft-#= 949.4
Moment..... Allowable
= 1,647.6
Shear..... Actual
psi = 10.5
Shear..... Allowable
psi = 51.5
Bar Develop ABOVE Ht. in = 25.00
Bar Lap/Hook BELOW Ht. in = 6.00
Wall Weight
=
78.0
Rebar Depth 'd'
in=
3.81
Masonry Data
I'm
psi=
1,500
Fs
psi =
20,000
Solid Grouting
=
Yes
Special Inspection
=
Yes
Modular Ratio'n'
=
25.78
Short Term Factor
=
1.330
Equiv. Solid Thick.
in=
7.60
Masonry Block Type =
Medium Weight
Concrete Data
fc
psi =
Fy
psi =
Other Acceptable Sizes et Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S' Fr
Key: No key defined
Cover @ Top = 3.00 in @ Btm.= 3.00 in
Surcharge Over Toe = 0.0 psf
NOT Used for'Sliding & Overturning
i%
m
No. C0503)C3�'
T
Exp. 6-30-0
�J�qT CIOI
OF CA��
J �wzp,
PAUL-KOEHLER ENGINEERS, INC Title :Greg Norman Golf Clubhouse Job # 90436
7170 E McDONALD DR, SUITE 6 Dsgnr: SCS Date: 2:59PM, 3 JAN 00 Z
SCOTTSDALE, AZ 85252 Description : Patio Wall (Cantilevered)
(480)922-8854 (480)922-3739 FAX Scope
EMAIL: pke@futureone.com
P
ev: 510300
o 19 3-99EN05, Ver 5.1.3, 22•tum1999, WIo32 Cantilevered Retaining Wall Design Page 2
c) 1983-99 ENERCALC c:\ec\greg norman clubhouse\talc 1.ecw:Calcula'
Description Greg Norman Golf Clubhouse -- Patio Wall (Cantilever)
summary of overturning & Resisting Forces & Moments
.....OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item lbs ft ft-# lbs ft ft-#
heel Active vressure = 517.0 1.79 928.0
Toe Active Pressure =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil = 74.8 7.00 523.6
SeismicLoad =
Total = 591.8 O.T.M. = 1,451.6
Resisting/Overturning Ratio = 2.25
Vertical Loads used for Soil Pressure = 1,794.8 lbs
Vertical component of active pressure used for soil pressure
•
Soil Over Heel =
513.3.
2.42
1,240.6
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
0.00
Soil Over Toe =
85.6
0.58
49.9
Surcharge Over Toe _
Stem Weight(s)
624.0
1.50
936.0
Earth @ Stem Transitions_
Footing Weight =
450.0
1.50
675.0
Key Weight
Vert. Component =
121.9
3.00
365.8
•
Total = 1,794.8 lbs R.M.= 3,267.3
r
ESS
R. p ��
V l '
/ a
T
U No. C050390 M
Exp. 6-30-01
��9TF
OF C AV\�