BLDG (9907-402)78495 Magenta Dr
9907-402
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 # e Lic. Class Exp. Date
754118 i3 / fy3 3t};?tit
ate`" T ' Signature of Contractor
OWNER -BUILDER DECLARATION j
I hereby affirm under penalty of perjury that I am exempt from the Contta tor'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
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:
Cartier Policy No.
:MVI"11 t SiIM'1) IIM" S'76911
(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.
43ate: r. Applicant—
Warning:
pplicant Warning: Failure to secure Workers"Compensation cove rag -is`,,.,nlawfuI and
shall subject an employer to criminal penalties and civil fines tprTd $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 abo've-mentioned property for iinnspec)iioon purposes.
,Signature (Owner/Agent) ^ / .+'` '/' ' Date
BUILDING PERMIT PERMIT #
DATEOW141
1 VALUATION LOT ' TRACT
JOB SITE APN
ADDRESS 78-495 MAGMTA O 'RIVE
OWNER CONTRACTOR / DESIGNER / ENGINEER
BA V Ci't'e E -STATES (M)1%IC
16 CADIZ CFR
:IUXNCi-IOINIitdAGIE fA 92.170
USE OF PERMIT
6ENIR1{AL BUilIANG
D hIP31.11. LI Cf?MIPANY aa.4 +_"cwT ZA4
74-895 JONI DR UNfr t
VALM l ESE'RT CA 92760
(7M)774-1954 C'A'1,9 37"
tk; ►,.s7., 41 REFiUNMIGM.W.,,1 K1INf'I:5tW DESIGt4
s71.WWI.
66.0.1 Lr
' .Tai ATTIM COSTUFCO3 fP.WFii%iiA
PERMi r FEW SUMMARY
ICQNSTRU(MON FEE 11A 4)()O -X4113 -W) s"i; .a ►
n
MA I Yi AI CCN, TfU 14 MON AND PLAN 0-MCK. 1$77 M,
JUL 141999 VCMAI, 1'@:R.M.FCY>r:WS DUllo: NOW 527.00
,RECEIPT I DATE I BY / I DATE FINALED J 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
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
POOLS - SPAS
BLOCKWALL APPROVALS
steel
Set BacksElectric
Bond
Footings E
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Final j Q ' b (p
Underground Plbg. Test
Gas Piping
PLUMBIN AP ROVALS
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
C ENTS:: ,,;ei 44 / o K
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)
I-- r-':0 Q U i NTA
':. < ;PTY DEPT.
6 ROvIED.
UCTION'
FOH CON TR
DATE BY -'=-
GRT ARCHITECT
11957 THIRD STREET
YUCAIPA, CA 92399
(909) 790-9178
CANTILEVERED RETAINING WALL DESIGN
Palm Royale / Retaining Wall @ Emerald Dr
summary
WALL & FOOTING DATA
Retained Height =
4.00 It
Wall Ht. above Soil =
0.00 ft
Toe Width =
0.50 ft
Heel Width =
3.00 It
Total Footing Width =
3.50 ft
Footing Thickness =
12.00 in
Key Depth =
0.00 in
Key Width =
0.00 in
Toe to Key Dist. =
0.00 ft
SLIDING CHECK
... Above/Below:l+M =
Ftg/Soil Friction =
0.30
Soil to Neglect =
0.00 in
Lateral Pressure =
438 #
Passive Pressure =
252 #
Friction =
551 #
Add'I Force Required =
0.0 #
SUMMARY
Date: 07/14/99
VERTICAL LOADS
Axial DL on Stem = 0 plf
Axial DL on Stem = 0 plf
.-..Eccentricity = 0.00 in
Surcharge over Toe = 0.0 psf
Surcharge over Heel = 0.0 psf
Note: Toe Surcharge Resists Overturning
Note: Heel Surcharge Resists, Overturning
Page: %
LATERAL LOADS
712.6 psf
Lateral Load Acting on
Allowable Bearing =
Stem Above Soil =
0.00 psf
Add'I Lateral Load =
0.00 plf
Dist to Load Start =
0.00 It
Dist to Load End =
0.00 ft
SOIL DATA
712.6 psf
ADJACENT FOOTING
Allowable Bearing =
1500 psf
Vertical Load =
Active Lateral =
35.0 pcf
Load Eccentricity =
.....Max Press. =
0.0 pcf
Footing Width =
.....Slope Press. =
0.0 pcf
Ftg. CL to Wall =
Backfill Slope =
0.0 :1
Vert. Position of Ftg.
Passive Press. =
150.0 pcf
... Above/Below:l+M =
Soil Density =
110.0 pcf
Spread Footing. ?
Soil Ht over Toe =
10.00 in
Mu -Downward
= 42
FOOTING DESIGN
Pressure @_) Toe =
712.6 psf
Soil Press. Mult.
Toe
Heel
Vc
-
Pressure @ Heel =
337.4 psf
By ACI Eq 9-1
= 998
472 psf
Fy
=
Allowable Press. =
1500 psf
Mu -Upward
= 122
1604 ft-#
Min. As
Percent
=
Ecc. of resultant =
2.50 in
Mu -Downward
= 42
2249 ft-#
Omit SP Under Heel
?
Max. Shear @ Toe =
0.00 psi
Mu -Design
= 79
-645 ft-#
Toe
Heel -
Max. Shear @ Heel =
-3.44 psi
One -Way Shear:
# 4 @
18.52
18.52 in o/c
Allow. Ftg Shear =
85.00 psi
Actual
0.0
3.4 psi
# 5 @
28.70
28.70 in o/c
Factors of Safety:
Allowable
= 85.0
85.0 psi
# 6 @
40.74
40.74 in o/c
Overturning =
5.09 :1
Cover over Rebar
= 3.00
3.00 in
# 7 @
48.00
48.00 in o/c
.Sliding =
1.84 :1
'd'
= 9.00
9.00 in
# 8 @
48.00
48.00 in o/c
Ru = Mu/bd-2
= 1.1
8.8 psi
# 9 @
48.00
48.00 in o/c
SUMMARY OF FORCES & MOMENTS - -
--
Overturning
Moments
Resisting Moments
Origin of Force...
#
ft
ft-#
#
ft
ft-#
Active Soil Press. =
437.5
1.67
729.2
0
0
0
Soil ovei Heel =
0
0
0
1026.7
2.33
2395.6
Soil over Toe =
-58.8
0.61
-35.9
45.8
0.25
11.5
Sloped Soil @ Heel =
0
0
0
0.0
0.00
0.0
Adjacent Ftg. Load =
0.0
0.00
0.0
0.0
0.00
0.0
Surcharge Over Heel =
0
0
0
0.0
0.00
0.0
Surcharge over Toe =
0.0
0.00
0.0
0.0
0.00
0.0
Axial Load on Wall =
0
0
0
0.0
0.00
0.0
Load @ Proj. Wall =
0.0
0.00
0.0
0
0
0
Averaged Stem Wts. =
0
0
0
240.0
0.83
200.0
Added Lateral Load =
0.0
0.00
0.0
0
0
0
Footing Weight =
0
0
0
525.0
1.75
918.7
Key Weight =
0
0
0
0.0
0.00
0.0
Vertical Component
of Active Pressure =
0
0
0
0.0
0.00
0.0
Totals = 378.7 #
Resisting Totals Used For Soil Pressure
(Vert. Component of Active Pressure Removed)
693.2 ft-# 1837.5 #
1837.5 #
0.0 #
0.00 in
0.00 It
0.00 ft
0.0 It
No
2500 psi
40000 psi
0.0012
No
3525.8 ft-#
3525.8 ft-#
(continued on next page....)
V4.463 (c) 1983-95 ENERCALC GARRY TERWILLIGER, KW0602484
GRT ARCHITECT
11957 THIRD STREET
{ YUCAIPA, CA 92399
" (909) 790-9178
Date: 07/14/99
CANTILEVERED RETAINING WALL DESIGN
Palm Royale / Retaining Wall @ Emerald Dr.
summary
(.....continued)
STEM SUMMARY
Top Stem: From 0.00 ft to Top of Wall
8.00in'Masonry w/ A 5 @ 16.00in, d= 3.75in
f'm = 1500.0psi, Fs= 24000.Opsi
LDF = 1.33, n= 25.78
Partially Grouted, No Spec. Insp.
Wall Wt. = 60.00psf, Bar Embed = 6.Oin
Mactual = 370.0 < = 802.1 ft -N I
Vactual = 3.85 < = 22.33psi
Interaction Value = 0.461 I
V4.4133 (c) 1983-95 ENERCALC
Page:
GRT ARCHITECT
11957 THIRD STREET
- YUCAIPA, CA 92399
(909) 790-9178
Date: 07/14/99 Page:
CANTILEVERED RETAINING WALL DESIGN
Palm Royale / Retaining Wall @ Emerald Dr.
summary
8" C.M.U.
5 @ 16" Yet
04 @ 24" Horiz
HEEL (top) : *
TOE (bot) : * 5 @
4 HORIZ. AS SHOWN
y„
V4.4B3 (c) 1983-95 ENERCALC GARRY TERWILLIGER, KWO602484