0210-312 (BLCK)i I_
(V t)
W
O � `M
CYW
CS Z �
Zo0o
��
J
W
1n
Z
C7
N
ON
d
o �sz
X W O
O J�J
C0 <
O
� 0)
1%t Z
oDZ)
r -p
WN
LICENSED CONTRACTOR DECLARATION
i'4ereby 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
Date ) �'� Z Signature of Contractor #1 ►` �'
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 L. Signature of Owner
..! r
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.
Sys) 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 tif'1•.ATF KMID Policy No. 1615265-0)
(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 provisionsjof Section 3700 of the Labor
Code, I shall forthwith comply with those provisions.
Date:,/h 11 11 %_ APPlicant A/A,r f:
r '
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is
correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
Signature (Owner/Agent)% �?• '�- DateI/a/ 2,
r
PERMIT#
,, BUILDING'PER�iIIIT
�'� 0��`�12
DATE VALUATION LOT
1(TRACT
K'$I iz $8,7,5940
JOB SITE
APN
ADDRESS f"_444 . VrJqU)A 11
_F"ER.A
OWNER
CONTRACTOR/DESIGNER/EN (NEER
JACOB TORR M0
A.0. MRRE8 %01,1 1.TMUCIT.IU33
1+ 1.900 . VL?14ilP- 32, #30
81.900 AVMRJB 52, #t30
10D10 CA 92201
WD10 CA 92201
(760)772-2848 MT.i: 1 "151
I
USE OF PERMIT
433- I t2 AL, T IJT Lr-1TN(3
1!5 ix comuU r Rx'T,R,?mwi WITH 6' t ARI)FN WAi.i.+s175 LIP 6"
?ttkVK WAIA,-CITY STANDARA, D
I I
X1,1 3 i tuUl
`
6)r1', WALL
CITY OF LA QUINTA
_ FINANCE DEPT
RF) WAT3'M COST OF L01`eNi"1 'L"IC.".UON
IRMS0.00 '
3?3s'IRMT FEE NUMi34+4,tiPY
�
CON` TRUM011 WE 103-01X-418-000 fIDR.DO
131.133-1 afAl , CONlSiT W-310114 MD -PLA W t.'IMM
$10800
1.LM PRT: P.A ED TT,,*L?0
IT000
` OTA.t.1'1?1.t11T!"r FEES 1111E NOW
$±S3i1.VLt
RECEIPT
DATE /
BY r '
D T FINALED
INSPECTOR
INSPtCTION 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 Wail Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
BLOCKWALL APPROVALS
POOLS - SPAS
Steel
Set Backs
Electric Bond
Footings
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Pibg. 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:
ORCO 6 'HIGH WALL W/ 2' RETAINING
FOR 80 MPH WIND @ EXPOSURE C
FLAT CAP
DES76N CRUER/A:
1. SOIL BEARIMG PRE ZM = 1500 PSF. EQVJVAUWT FELLED
PRESSURE - 35PSF
L ALLOWABLE LATERAL PASMPRESSURE =150 PCFMIN,
I C10N0ZFlE/GR0L/T S1R8WM = 20VOPSF ® 28 DAM
4. REWFMCBMG STELE : OWE 40 FOR #4 MRSAND SMALLER &
GRADE 60 FOR #5 AND LARGER
5. SEISMIIC-ZOM4, 5104 FROM TtPEAOR0SOURM
& 15W PSI MASVMYLXIMPREMONSIREAY,7H-
HaF STRESSES WED - NO SPEUAL BVSPEC77ON READ.
ORCO 6816, 6616, OR 6618 OW
oLOUr® ONLY ® VERT STEEL
1. Cti71CFE7 SM"9MU COWUt1M ro L6CSM 214. QRM
s7A PIZmums'Lamm scam, m WIDfa ma=
MYBEUSED
2 CONCRETE FOR FOOTI 69FARL BEI PARTCBQW 70 2-112
04VER`rDROP-BV 84R® -Ir 0/C
PARrs9avro3-L2MM6tAVELWIIRAMVXDMRMOF1-112
(27- 01C FOR 2B' LONG )•
GULaZ CF WATER AM MM FO R1tMD C940WSPM MWORM
TOA57M C150 TYFEXV. R=2OW PH
PROVME24'LAP RM 8 M6 CMU
R REDIFORLaMG57EK SMUL BEDS M42DAR) CQW MPM TO
A57MA 615 GRADE40 FOR N S4 AAD9ilt MADEW"
#6 STDJODVT REMORm4YBU
/SAADLARGM FROME49 BAR DRAVEtLAP FOR GUM 40
C
®24•0/C(3RACES) PER UBC
REMAND 4864VJVlE7EZMFMMADESM
57D[11-IO.IW#SS1D PM
4RauRSMU&ICMSWRVnECDAMW6tM ML M
SLUMPBLOO(
WR027FZrZLOA71.
S CUIOWTE81.0Y]C9HU MAID DVA RLP018 & MD
PATnnv M47I VHf(CM CDY/DM TY OF TIE 092 cLM
6 Aft SLOCK f3t5 CWAMM VERTICAL REE1R 96AL2 BE509M
GRaffm .
7. LL¢ 0BP TM PROlORMIED Mw LOC TAME AO
n -A l PART aMff 70 L2 PART Luff ro 4-112 FAR75 MW,,
LDLS7ESMD
d GRO11TPUP CUVDPMXDIX ro BEI PARTCEM W703
..
PAR75541D(6MOT MAY COMM 2 FARM WFFA QZ4VM D°
WrAnOt CLMDIIVASARE51KWAMEAWS OOC DA38FYRLCnV
CE[L-gZEZMffXMVTMMLDWG0MGMUTRMVX WATER
9L9LL BEADLM9 roPRODocEGmD GROUTK0IY N777R1f/f
3232tEs1770V0F77ff LUMITIA9VM
A &OMS7B4MAYBEWET4tTl-4lrDV7D 7W R7OnM WNW
#4 HORZCiONT
77ffC00MWHffA571C BLOOYSTEMMAYBERAC ED TO
l37lgR aX EGF IE 7RBV0R7YFERCIDIm
lA FOOTM AWFAERWR®OVOPDVro UADIS MW
LEMMao= W/
IW7tAUS 6DROVC0MACIMAXLW77MAAMMUM
NOSURCM4RLE
GLYiAC71CWOFA756
u, FJRb7DMSiECROY TD BEARER IWIMfi TRM7W ARE
READYR RCMVCREWAADML A87M8rSEEL Z TIIDDVRACE
93. WDOFEC770MroBEWHBVIffREQEMMVVHO7rALSM
_
RAMAIID Iff BLDC7C WALL HAEADY TO Qnff.
I I I
_'
tZ AL4.YDVf/ICDMIRpLJCTBTSAIL�•gp/COR IVQ�C6771E
WALLS7V6ESlLCL'VLYHTM S
-17
CITY OF LA OUINTA
o
(�32'L7/L
R 18ZOMGONW
BUILDING & SAFETY DEPT,
70/
APPROVED
FOR CONSTRUG71ON
N
9•LUALSafR35PHPF,
k(l
CF./�3�`i�
�/a• G�ravEL - sxavr TO
e
B4aSIDEOFWAu
cFficE
,ay
` Q�OF ON
•
44
04 HORZ
TOTAL)
COW..
N
q
(3
ti
O
`nf
ji
•
_ / _
Lu
a
~ c
C31925
Exp. 12-32-2004
*
..
6•
sT4 C l V 0- e�`P
lF
OF CA1-�S�?
2r -4a
Timothy S. Mallis - Civil Engineer Title :.r- ., Job #
Orco Block Inc: Dsgnr: Date: 11:13AM, 10 FEB 03
4510 Rutile St. Description
Riverside, Ca. 90509 Scope:
(909) 685-1521
Rev: 57030U Pa
Cantilevered Retaining Wall Design
ser. 51 -0803571, Ver 5.7.3. 22.Iwr7999, Win32 Page 1
U
(c) 1983-99 ENERCALC c:\ec\new6walls.ecw:Calculations
Description 6'-0" w/ 2'-0" retainig high tract wall for 80 mph Exp C wind condition W/ OFFSET
FOOTING
Criteria
994 psf OK
Retained Height =
2.00 ft
Wall height above soil =
6.00 It
Slope Behind Wall
= 0.00:1
Height of Soil over Toe
= 4.00 in
Soil Density =
110.00 pcf
Wind on Stem = 16.9 psf
Design Summary
Total Bearing Load = 999 lbs
...resultant ecc. = 6.00 in
Soil Data
Soil Pressure @ Toe=
994 psf OK
Allow Soil Bearing
1,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active. Pressure
= 30.0
Passive Pressure
= 150.0
Water height over heel
= 0.0 ft
Soil Pressure @ Toe=
994 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 1,330 psf
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
= 7.8 psi OK
Footing Shear @ Heel
= 3.3 psi OK
Allowable
= 76.0 psi
Wall Stability Ratios
-
Key Distance from Toe-
Overturning
= 1.89 OK
Sliding
= 1.67 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
= 232.2 lbs
less 100% Passive Force = - 133.3 lbs
less 100% Friction Force = - 299.6 lbs
Added Force Req'd
= 0.0 lbs OK
....for 1.5: 1 Stability
= 0.0 lbs OK
FootingDesign Results
Toe Heel
Factored Pressure=
1,330 0 ps
Mu': Upward =
925 0 ft
Mu' : Downward =
233 154 ft
Mu: Design =
692 154 ft
Actual 1 -Way Shear =
7.82 3.29 psi
Allow 1 -Way Shear =
76.03 76.03 psi
Toe Reinforcing =
None Spec'd
Heel Reinforcing =
None Spedd
Key Reinforcing =
Norte Spec'd.
Footing Strengths & Dimensions
Pc = 2,000 psi Fy = 40,000 psi
Min. As % = 0.0012
Toe Width 1.17 ft
Heel Width = 1.17
Total Footing Width = X34
Footing Thickness = 12.00 in
FootingllSoil Friction =
f
-#
0.300
Key Width
0.00 in
Soil height to ignore
Key Depth
0.00 in
for passive pressure =
0.00 in
-
Key Distance from Toe-
0.00 ft
Cover @ Top = 3.00 in
@ Btm.= 3.00 in
Stem ConstnaCtiOn
Top Stem
2nd
21. ��.. - ..-�
Stem OK
Stem OK
Design height
it =
2.00
0.00
Wall Material Above "Ht"
=
Masonry
Masonry
Thickness
=
6.00
8.00
Rebar Size
=
# 4
# 5
Rebar Spacing
=
32.00
32.00
Rebar Placed at
=
Center
Center
Design Data
fb/FB + fa/Fa
=
0.902
0.986
Total Force @ Section
lbs =
101.4
169.7
Moment... Actual
ft-# =
304.2
553.5
Moment.... Allowable
ft-#=
337.1
561.7
Shear..... Actual
psi =
4.5
4.1
Shear.....Allowable
psi =
25.8
22.3
Bar Develop ABOVE Ht.
in =
20.00
25.00
Bar Lap/Hook BELOW Ht. in =
20.00
6.53
Wall Weight
psf =
47.0
84.0
Rebar Depth 'd'
in=
2.81
3.81
Masonry Data
I'm
psi=
1,500
1,500
Fs
psi =
20,000
20,000
Solid Grouting
=
No
Yes
Special Inspection
=
No
No
Modular Ration'
=
25.78
25.78
Short Term Factor
=
1.333
1.150
Equiv. Solid Thick.
in =
3.90
7.60
Masonry Block Type = Normal Weight
Concrete Data
Pc
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
CITY OF LA QUANTA
BUILDING A SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE sy
6
Timothy S. Mallis - Civil Engineer
Orco Block Inc.
4510 Rutile St.
Riverside, Ca. 90509
(909) 685-1521
Title "'� -" Job #
Osgnr: Date: 11:13AM, 10 FEB 03
Description:
Scope:
Rw.510300
User. KNF0603522-Vu S.1.3,2241%9.Win32
Cantilevered Retaining Wail Design
Page 2
(c) 1s83-99 ENERCALc
c:\eclnew6walls.ecw:Calculations
Axial Dead Load on Stem =
Description
6'-0" w/ 2'-0"
retainig high tract wall for 80 mph Exp C wind condition W/ OFFSET
608.4 Soil Over Toe =
FOOTING
0.59
25.1
Somans of Overturning & Resisting Forces & Moments
.....OVERTURNING.....
.....RESISTING.....
450.0
Force
Distance Moment
Force Distance Moment
Item
lbs
It ft-#
lbs ft ft-#
Heel Active Pressure
= 157.5
1.00 157.5 Soil Over Heel =
110.7 2.09 231.2
Toe Active Pressure
= -26.7
0.44 -11.9 Sloped Soil Over Heel =
Vert. Component =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil = 101.4 6.00
SeismicLoad =
Total = 232.2 O.T.M. _
Resisting/Overtuming Ratio = 1.89
Vertical Loads used for Soil Pressure = 998.5 lbs
Vertical component of active pressure used for soil pressure
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
0.00
608.4 Soil Over Toe =
42.9
0.59
25.1
Surcharge Over Toe =
Stem Weight(s) _
450.0
145
653.0
754.0 Earth @ Stem Transitions =
Footing Weight =
351.0
1.17
410.7
Key Weight ' _
Vert. Component =
43.9
234
102.7
Total =
998.5 lbs
R.M =
1,422.7
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
Timothy S. Mallis - Civil Engineer
Orco Block Inc:
4510 Rutile St.
Title :
Dsgnr:
Description
Job # .
Date: 11:13AM. 10 FEB 03
Riverside, Ca. 90509 Scope:
(909)685-1521
Rev: 510300 Pae 1
user.KW-0603522,ver5.1.3.22J� 1999.Wn32 Cantilevered Retaining Wail Design g
(c) 1983-99 ENERCALC r-XP6new6mral1s_ermrCa1ru1afinns
Description 6'-0" w/ 2'-0" retainig high tract wall for 80 mph Exp C wind condition W/ OFFSET
FOOTING
Criteria
= 1,500.0 psf
Equivalent Fluid Pressure Method
d
Retained Height
= 2.00 It
Wall height above soil
= 6.00 ft
Slope Behind Wall
= 0.00:1
Height of Soil over Toe
= 4.00 in
Soil Density
= 116.00 pcf
Wind on Stem = 16.9 psf
Design summary
Total Bearing Load = 999 lbs
...resultant ecc. = 6.00 in
_.. --------- - .............. -
Soll Data
.c,,.�-a�,:,�.cegsv-� S...nn.,a.S."a,-or'-,.7a-�6::;�•'sLPe
Allow Soil Bearing
= 1,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active .Pressure
= 30.0
Passive Pressure
= 150.0
Water height over heel
= 0.0 ft
Soil Pressure @ Toe=
994 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe=
1,330 psf
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
=. 7.8 psi OK
Footing Shear @ Heel
= 3.3 psi OK
Allowable
= 76.0 psi
Wall Stability Ratios
Key Depth
Overturning
= 1.89 OK
Sliding
= 1.67 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
= 232.2 lbs
less 100% Passive Force = - 133.3 lbs
less 100% Friction Force= - 299.6 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
= 1,330 • 0 ps
Mu': Upward
= 925 0 ft
Mu' : Downward
= 233 154 ft
Mu: Design
= 692 154 ft
Actual 1 -Way Shear
= 7.82 3.29 psi
Allow 1 -Way Shear
= 76.03 76.03 psi
Toe Reinforcing
= None Spec'd
Heel Reinforcing
= ° None Sp6dd
Key Reinforcing
= None Spedd
Footing Strengths & Dimensions 1
fc = 2,000 psi FY =
40,000 psi
Min. As % =
0.0012
Toe Width =
1.17 It
Heel Width =
1:17
Total Footing Width =�
Soil height to ignore
-#
#
Footing Thickness
= 12.00 in
FootingllSoil Friction =
0.300
Soil height to ignore
Key Width =
0.00 in
for passive pressure =
0.00 in
Key Depth
0.00 in
Key Distance from Toe -
0.00 It
Cover @ Top = 3.00 in
@ Bim.= 3.00 in
Stem Construction
I Top Stem
2nd
Stem OK
Stem OK
Design height
ft =
2.00
0.00
Wall Mater�l Above "Ht"
Masonry
Masonry
Thickness
=
6.00
8.00
Rebar S.¢e
=
# 4
# 5
Rebar Spacing
=
32.00
32.00
Rebar Placed at
=
Center
Center
Design Data
fb/FB + fa/Fa
=
0.902
0.985
Total Force @ Section
lbs=
101.4
•169.7
Moment... Actual.
ft-#
304.2
553.5
Moment.... Allowable
ft_# =
337.1
561.7
Shear..... Actual
psi =
4.5
4.1
Shear. -Allowable
psi =
25.8
22.3
Bar Develop ABOVE Ht.
in =
20.00
25.00
Bar Lap/Hook BELOW Ht. in =
20.00
6.53
Wall Weight
psf =
47.0
84:0
Rebar Depth 'd'
in =
2.81
3.81
Masonry Data
I'm
psi =
1,500
1,500
Fs
psi =
20,000
20,000
Solid Grouting
=
No
Yes
Special Inspection
=
No
No
Modular Ratio 'n'
=
25.78
25.78
Short Term Factor
=
1.333
1.150
f Equiv. Solid Thick.
in =
3.90
7.60
Masonry Block Type = Normal Weight
Concrete Data
rc
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
CITY ®F LA QU0NT. A-1
BUILDING A SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DATE BY
6F,
Timothy S. Mallis - Civil Engineer
Title:
.lob #
Orco Block Inc.
Dsgnr:
Date: 11:13AM, 10 FEB
03
Description
4510 Rutile St.
Riverside, Ca. 90509
Scope:
(909)685-1521
Rev, 510300 '
User. KW.003522 Ver5.1.3�22-Ju+IM.WvW Cantilevered Retaining
all Design
Page 2
(c) 1993-99 ENERCALC
c:lec\new6walls.ecw:Calculations
Description 6'=0" w/ Z-0" retainig high tract wall
for 80 mph Exp C wind condition W/ OFFSET
FOOTING
Summary of Overturning & Resisting Forces & Moments
A
^.u1�ny`-+.�"r��c+��r_ �"3Rxr13�u'-.:cPiAB.B_S•�."a1-'sn3�.miS7Ay5Y.i;..�:5�Yes^::.3"*...�s.^.ssf^...5.m�.xn.w�m:;�._.�_:�y�[�..a
�^"��- �.�
OVERTURNING.....
.....RESISTING.....
Force Distance Moment
Force Distance
Moment
Item lbs It ft-#
lbs It
ft -
Heel Active Pressure = 157.5 1.00 157.5
Soil Over Heel =
110.7 2.09
231.2
Toe Active Pressure = -26.7 0.44 -11.9
Sloped Soil Over Heel =
Surcharge Over Toe =
Surcharge Over Heel =
Adjacent Footing Load =
Adjacent Footing Load =
Added Lateral Load =
Axial Dead Load on Stem =
0.00
Load @ Stem Above Soil = 101.4 6.00 608.4
Soil Over Toe =
42.9 0.59
25.1
SeismicLoad =
Surcharge Over Toe =
Stem Weight(s)
450.0 1.45
653.0
Total = 232.2 O.T.M. = 754.0
Earth @ Stem Transitions =
Resisting/Overturning Ratio = 1.89
Footing Weight =
351.0 1.17
410.7
Vertical Loads used for Soil Pressure = 998.5 lbs •
Key Weight ' _
Vert. Component =
43.9 2.34
102.7
Vertical component of active pressure used for soil pressure
Total =
998.5 lbs R.M =
1,422.7
CITY OF lA QUINTA
BUILDING & SAFETY DEPT.
APPROVED.
FOR CONSTRUCTION
0 1 DATE BY