BLDG (9903-128)78437 Magenta Dr
9903-128
LICENSED CONTRACTOR DECLARATION BUILDING PERMIT
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 DATE .1111199 VALUATION titij i}l) LOT
Professsonals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
JOB SITE
735919 B 5/31/99 ADDRESS 79437 ii'CAGEN'FA DRIVE
/Date Signature of Contractor I
OWNER
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 1 i s Signature of Owner I i /JN7 vA}i/ ; r !%.1 kv
WORKER'S COMPENSATION DECLARATION
I
1 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.
S I r :.'I's f f7iep 2V-1t9•U01::37
(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
Cdde, I shall forthwith comply wit(t those provisions. ,t
tate:P•7Applicant-)./
Warning: Failure to secure Workers' Compensation coverage is- n awful nd
shall subject an employer to criminal penalties and civil fines up to $100,000n
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.,l'agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
thAbove-mentioned property for inspection purposes.
'1 ) / %F• I (T'/! wO"P)P'iE
Signature (Owner/Agent) / /. ' Date -` /} ` f
?1AY C"I'TF ESTATES (ARIZONA) INC
78479 INDIGO DR
LA QTAN'IA CA 92253
USE OF PERMIT
OMN#sk L WALIANG
PERMIT #
99403-129
TRACT
APN
CONTRACTOR/DESIGNER/ENGINEER
Iai?a'is' ti'1.aG}YI'GEAII;attlf. C. 4*i`I'i'.ACiUIt. ii "C'
11940 PALM DR.,11150
DESHKI' MUT SPRING: LA 92240
(760)329-4490 C'BI..# -s45
50 LK, Y-4RUTAINMI WALL PiM WsNEGUED DESIGN
41-1•. WALL
0 M Lr
EST,dI1U17D CONT OF CONS•9Ni'M':011R1
Pli+',RM f F>H it SUMMARY
CONSTRUCI'IUN FEE t0JA)!if)-4113-1M) SIA! IAXI
51)IZ-Tr1'f . _t.. t'faNS1'I .UC."> I 1V ANi)nf.tiN rV!7-!':11 I C^1 00
LE111s Pat. -PlIU a MISS 1 o rm
'1'01'At,1'ERA111' h EWSt DUE NOW 1 $2101'
1]
RECEIPT 1/ DATE -J J , f- BY / t DATE FINALED INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
. BUILDING APPROVALSMECHANICAL
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
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:
03/10:'99
12:32 FAX
C089S PRINTING
STRUCTUIPRI/4-L C/A1....0 U 1P..AT1 a N 3
Prepared for 'Polm Royale" - Retaining Well Design
Project; Palm Royale: Condominiums'. A*V-49111-
Mogent Drive, Phose 11
L -a- ayin to , Collfornia
16001
Prepared By: Gor-Iry Ter , Archl-rect SR
11957 Third 5treet
Yucolpa, Go 3230.9
Tel. (909) 790-9178
qTE OF jo l GICs
Contents: Page(s).
Site
Plan / General Inf 1011 -
Site Elevationn-1 ctlon
P
C,'
Typical all L-opc 0. r,a-JM
1%
r
Retoirilng Wail De! it i Notes tj , '4`>.,;.o Y,°j '-
Retoining Wall. Goic
Structural Notes -
03;/'10/99 12: 32 FAX COBBS PRINTING
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03/10/99. 12:32 FAX COBBS PRINTING
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03/10/99 12:32 FAX COBBS PRINTING 0005
GRT ARCHITECT
11957 THIRD STREET
YUCAIPA, CA 92399
1909) 790-9178
Date: 10/01/98 Page: 4
CANTILEVERED RETAINING WALL DESIGN
PALM ROYALE" / RETAINING WALL
WALL & FOOTING DATA
Retained Height
3.33 ft
Wall Ht. above Soil =
0.00 ft
Toe Width =
1.50 ft
Heel Width =
1.00 ft
Total Footing Width =
2.50 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
0.0 pcf
Ftg/Soil Friction =
0.30
Soil to Neglect =
0.00 in
Lateral Pressure
328 #
Passive Pressure =
252 #
Friction - =
265 #
Add'I Force Required
0.0 #
SUMMARY
VERTICAL LOADS
573.0 psf
Axial DL on Stem =
0 PH
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
LATERAL LOADS
573.0 psf
Lateral Load Acting on
SOIL DATA
Stem Above Soil -
0.00 psf
Add'1 Lateral Load =
0.00 plf
Dist to Load Start =
0.00 ft
Dist to Load End =
0.00 ft
Note: Heel Surcharge Resists Overturning
573.0 psf
Soil Press. Mult.
SOIL DATA
Heel
ADJACENT FOOTING
Allowable Bearing
1500 psf
Vertical Load =
0.0 #
Active Lateral =
35.0 pcf
Load Eccentricity =
0.00 in
.....Max Press. =
0.0 pcf
Footing Width =
0.00 ft
.....Slope Press. =
0.0 pcf
Ftg. CL to Wall =
0.00 ft
Backfill Slope =
0.0 :1
Vert. Position of Ftg.
Mu -Downward
Passive Press. -
150.0 pcf
...Above/Below:(+/-1 -
0.0 ft
Soil Density -
110.0 pcf
Spread Footing i
No
Soil Ht over Toe =
10.00 in
Toe
FOOTING DESIGN
Pressure @ Toe =
573.0 psf
Soil Press. Mult.
Toe
Heel
f'c
= 2000 psi
Pressure @ Heel =
134.5 psf
By ACI Eq 9-1
= 802
188 psf
Fy
40000 psi
Allowable Press. =
1500 psf
Mu -Upward
= 764
12 ft-#
Min. As
Percent
= 0.0012
Ecc. of resultant =
3.10 in
Mu -Downward
= 381
40 ft-#
Omit SP
Under Heel
7 No
Max. Shear @ Toe =
2.85 psi
Mu -Design
384
-28 ft-#
Toe
Heel
Max. Shear @ Heel =
0.00 psi
One -Way Shear:
# 4 @
19.61
17.54 in o/c
Allow. Ftg Shear =
76.03 psi
Actual
= 2.8
0.0 psi
# 5 @
30.39
27.19 in o/c
Factors of Safety:
Allowable
= 76.0
76.0 psi
# 6 @
43.14
38.60 in o/c
Overturning =
3.00 :1
Cover over Rebar
= 3.50
2.50 in
# 7 @
48.00
48.00 in o/c
Sliding =
1.58 :1
'd'
= 8.50
9.50 in
# 8 @
48.00
48.00 in o/c
Ru = Mu/bd-2
= 5.9
0.3 psi
# 9 @
48.00
48.00 in o/c
SUMMARY OF FORCES & MOMENTS
Overturning
Moments
Resisting Moments
Origin of Force...
#
It
ft-#
#
ft
ft-#
Active Soil Press. =
328.1
1.44
473.6
0
0
0
Soil over Heel =
0
0
0
122.1
2.33
284.9
Soil over Toe =
-58.8
0.61
-35.9
137.5
0.75
103.1
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
249.8
1.83
457.9
Added Lateral Load
0.0
0.00
0.0
0
0
0
Footing Weight =
0
0
0
375.0
1.25
468.7
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 =
269.3 #
437.6 ft-#
884.3 #
1314.6 ft-#
Resisting Totals Used For Soil
Pressure
884.3 #
1314.8 ft-#
(Vert. Component of Active Pressure
Removed)
(continued on next page....)
V4.483 (c) 1983-95 ENERCALC GARRY TERWILLIGER, KWO602484
03/10/99 12:32 FAX
GRT ARCHITECT
11957 THIRD STREET
YUCAIPA, CA 92399
(909) 790-9178
CANTILEVERED RETAINING WALL DESIGN
PALM ROYALE" / RETAINING WALL
(.....continued)
STEM SUMMARY
Top Stem: From 2.50 ft to Top of Wall
8.00in Masonry w/ # 4 @ 24.00in, d= 5.25in
f'm = 1500.Opsi, Fs= 24000,Opsi
LDF = 1.33, n= 25.78
Solid Grouted, No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12,Oin
Mactual = 3.3 <= 1032.3ft-#
Vactual = 0.13 <= 22.33psi
Interaction Value = 0.003
Second Stem From 1.50ft to 2.50ft
8.00in Masonry w/ # 4 @ 24.00in, d = 5.25in
f'm = I SOO.Opsi, Fs= 24000.Opsi
LDF = 1 .00, n = 25.78
Solid Grouted„No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 35.7 <= 776.1 ft-#
Vactual = 0.64 < = 19.36psi
Interaction Value = 0.046
Third Stem From 0.00ft to 1.50ft
8.00in Masonry w/ # 4 @ 24.00in, d= 5.25in
f'm= 1500.Opsi, Fs= 24000.0p9i
LDF= 1.00, n= 25.78
Solid Grouted„No Spec. Insp.
Wall Wt. = 75.00psf, Bar Embed = 6.Oin
Mactual = 212.0 < = 776.1 ft-#
Vactual = 1.99 < = 19.36psi
Interaction Value = 0.273
COBBS PRINTING 11006
Date: 10/01198 Page: GJ
V4.4133 (c) 1983-95 ENERCALC GARRY TERWILLIGER, KWO602484
03/10/99 12.:32, FAX ,. COBBS PRINTING
M6=NRY (BLOCK)
I. ALL MA50NRY WORK SHALL CONFORM TO THE LATEST
EDITION OF THE UNIFORM BUILDING CODE.
2. CONCRETE BLOCK SHALL BE 5X8XI6 HOLLOH UNITS.
CONFORM TO A.5.T,M. C-90, GRADE "N -i" MEDIUMWEI6HT
UNITS WITH MAX. LINEAR SHRINKAGE OF 0.06%. NO
GONTINUOU5 INSPECTION REQUIRED.
3. MORTAR MIX SHALL BE COMP05ED OF ONE PART PORTLAND
PART NOR MORE/THAI) PART LIME PUTTY AND AND NOT FORTHAN
TYPE4
"S" MORTAR.
4. 6ROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND
GEMENT TO NOT MORE THAN THREE PARTS SAND AND NOT
MORE THAN THO PARTS PEA 6RAVEL HITH "&ROUT -AID"
ADDED FOR H16H LIFT 6ROUT1N6 ONLY. 5PECIAL
IN5PEGTlONS SHALL BE REOUIRFD FOR H16H LIFT
6ROUTIN6.
5. PROVIDE CLEANOUT OPENIN65 AT BOTTOM OF ALL
VERTICALLY 6ROUTED CELLS IF &ROUT POUR EXCEEDS 5'-
0" MAX. LIFT SHALL NOT EXCEED 6-0".
6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF
1/2" GROUT.
1,. BOLTS SHALL BE 6ROU'TED HITH I" OF GROUT BETWEEN
BOLT AND MASONRY.
8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY HALLS
UNLE55 SPECIFICALLY NOTED OR DETAILED.
q. DOWELS IN CONCRETE FOR MASONRY .WALLS SHALL BE THE
SAME 51ZE AND 5PACIN6 A5 MA50NRY HALL REINFORCIN6.
10. ALL MASONRY SHALL BE REINFORCED &ROUTED MASONRY.
SOLID GROUT ALL CELLS UNLESS
NOTED OTHER-WI5E ON PLAN.
Il. REINFORCIN6 SHALL BE SECURELY HELD AND BRACED IN
PLACE TO PREVENT MOVEMENT HHILE PLACIN6 MASONRY.
12 ALL BUILDING RETAINING BLOCK WALLS SHALL BE
PROVIDED WITH AN APPROVED MOISTURE BARRIER ON DIRT
SIDE.
00.7