05-5284 (RPL)60297 Angora Ct
+IIIIIIIIIIIIIIII IIIIIIII 79
' -r IE
P.O. 1OX 1504 _ _ -- - - -
78-495'CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 1 05-00005284, Owner:
Property Address: ` 60297 --ANGORA CT O' CONNOR EVELYN
APN: 764-270-999-121 -300233- 60297 ANGORA COURT
Application description: POOL - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 15000
Contractor:
Applicant: Architect or Engineer: O 6 L A POOL AND PATIO
1455 E. SUNNY DUNES ROAD
PALM SPRINGS, CA 92264
' DEC 0 1 2005 (760)318-0075
1 LiC. No.: 731159
WV Of LA QUINTA
SWAMP& neer
------------------------------ - -------------------
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: B-053 Licen No.: 731159
te 2— Contracto.
/ OWNER -BUILDER DECLARATION
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 7000) 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 155001.:
(_) 1, 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.).
(_ 1 I, as owner of the property, 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:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/01/05
-----------------------------------------------
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 and policy number are:
Carrier EXEMPT Policy Number EXEMPT
)(_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 su jeMIhe ompensation provisions of Section
- / 3700 of the L or Code, I shall for wite provisions.
/WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this 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 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 I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize.representatives -
of this county to enter upon the above-mentioned pro//y for inspecti purpos
Da 2_ nature (Applicant or Agent):
LQPERMIT .•
Application Number
05-00005284
Permit . . .
BLDG POOL PERMIT
Additional desc .
Permit Fee . . . .
162.00 Plan Check Fee
105.30
Issue Date
Valuation . . .
. 15000
Expiration Date
5/30/06
Qty ' Unit Charge
Per
Extension
BASE FEE
45.00
13.00 9.0000
-------------------------------------
THOU BLDG 2,001-25,000
---------------------------------------
117.00
Permit . . .
MECH POOL
Additional desc .
Permit Fee . . . .
-26.00 Plan Check Fee
6.50
•Issue Date . . . .
Valuation
0
'Expiration Date
5/30/06
Qty Unit Charge
Per
Extension
BASE FEE
15.00
1.00 li.0000
--------------------------------.--------------------------------------------
EA MECH FURNACE >100K
11.00
Permit . . .
ELEC POOL PERMIT -RES
Additional desc
Permit Fee . . . .
45.00 Plan Check Fee
11.25
Issue Date
Valuation
0
Expiration Date
5/30/06
y Qty Unit Charge
Per
Extension
BASE FEE
15.00
1.00 30.0000
----------------------------.-
EA ELEC PRIVATE SWIMMING POOL
------------------------------------
30.00
------.-----
Permit . . .
PLUMBING
Additional desc .
Permit Fee
33.00 Plan Check Fee
8.25
Issue Date . . .
Valuation
- 0
Expiration Date
5/30/06
Qty Unit Charge
Per
Extension ,
BASE FEE
15.00
2.00 6.0000
EA PLB FIXTURE
/ 12.00
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
1.00 3.0000
EA PLB GAS PIPE 1-4 OUTLETS
3.00
----------------------------------------------------------------------------
Special Notes and Comments'
POOL/SPA,25 L.F. 30"
RETAINING WALL,
LQPERMIT .•
Application Number . . . . . 05-00005284
Special Notes and Comments
CITY STANDARD, ELECTRIC & GAS STUB OUTS
FOR FUTURE APPROVED APPLIANCES.
ALARMS/BARRIERS SHALL BE IN PLACE AT
PRE -PLASTER INSPECTION.
*** PERMIT DOES NOT INCLUDE BBQ OR
FIREPLACE *'*
Fee.summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total 266.00 .00 .00 266.00
Plan Check Total 131.30 .00 .00 131.30
Grand Total 397.30 .00 .00 397.30
1
tQPERMIT .
JOB ADDRESS �� �� %t/%�2� PERMIT NUMBER yv•• OWNER L V �� Y.// (�Dui�li;E2 BUILDER�,6`��ll
This form shall be Posted on the job with the Building Inspection Card at all times in a cons us place. Only persons appearing on this list or their employees are authorized to work
-� on this lob. Any changes.to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance
0 of buildina permit. For Parh anniirahla trariP nil ti..l,,..,......... i... 1 ._ J .... ___I:___. :,_.:_ __.�-- -------
Trade classification
Contractor
-------- -- —.- --- __ __...r. -_.- -'1 .-1.1-..v...... v., , v.. w ..v. — wvvr, ..avw .vv v,wa.
::•:
,.:,:..,.,<., .Stat e,.Contractor s Ucensa ,. :, Workers ense"tionlnsurerice:..'' : -t; _` : ;
Citi Busipess License < .
Company Name
Classification
(e.g. A, B, C-8)
License Number
(xxxxxx)
Exp. Date
(xx/xx/xxl
Carrier Name
(e.g. State/Fund, CalComp)
Poricy Number
(Format Varies)
Exp. Date
(xxlxx/xx)
License Number
(xxxx)
Exp. Date
(xx/xx/xx1
EARTHWORK (C-12) ..
CONCRETE (C-8)
FRAMING'1C-5) ".
Cyet /r`T '5}{��%< f. /
MASONRY(C-29) :.
/[/{7�'y�J//� �/
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LATH; PLASTER (C-35)
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DRYWALL (C-9) .
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GLAZING (C-17)'
INSULATIONIC-21
SEWAGE DISP; (d-42)
PAINTING fC=331
CERAMIC TILE IC -54)
CABINETS (C-6)
FENCING (C-13)
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LANDSCAPING.(C-27)
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2
Bin #
City of La Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:6AI?AOwner's
Name:
A. P. Number:
Address: ��� . •✓�
Legal Description:
City, ST, Zip:L•� Z?i0
Contractor: .� C G�CG
Tele hone:-
P
.
Address: 1 —
Project Description: `(L L
City, ST, Zip:
�12t 221
Telephone:
;°
ll
State Lic. # : City Lic. #:
Arch., Engr., Designer: ,
' L �l
Address:
City, ST, Zip:
Telephone:
t e " zw z; .;
Construction Type: Occupancy:
State Lic. #:
ProJect tYPa (circleone)� New Add'n Alter Repair . Demo
Name of Contact Person:��'���
Sq. Ft.:
# Stories:l Qv`�
# Units:
Telephone # of Contact Person: %� - ��
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
4
Structural Cales.
Reviewed, ready
Plan Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"d Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
R1 3W 5 P.A.-1
✓ .51
Ler:
CALCULATIONS
MOMENT: -
METHODOLOGY: RESISTING
(SURCHARGE LOADING BASED ON BOUSSINESO RESISTING MOMENT ABOUT POINT A
METHOD, MODIFIED BY TERZAGI)
RM = IN, d,
+ W2 d2 + ... W,d,
y = EQUIVALENT FLUID PRESSURE
W'
d,
OTM = 1/6 y H3 + 2 C (P)(r)
Ws
2'-0'
2
177
WHERE y - 60 p.c.f. AND
220
5)¢'
d3
11305
P, = 1/2(Qi + Q., )(6 in)
W3 8
3'-0'
d
W, _ w
r, = VERTICIL DISI. FROM P, TO z DEPTH. 4
W 8
746
4
of segment„
NET MOM = OTM — RESISTING MOMENT
W I
20.5
ds
480
fs = M(12 in/ft) = Mt (12)
s bI
d
7"
As j•d As (0.887) d.
Ws b
722
A
fc = M(2) 12 in/ft
45 P.C.F. PLUS
1569
j It b d2
Sum E
7%"
= Mt (2)(12) < 900 psi
(0.887)(0.339)(12) d2
— 60 P.C.F Q�
(SOIL)
LOAD DIAGRAM:
Q - RESULTANT FROM
24.6
6'-0'
1620
x NPS ROCKS.
(1/2) y H2
3541
8%*
QL - 1500 PLF
4c =
(12 in/ft) j d
842
1 25.1
7'-0"
2573
m= H n= H
= y H 2 < 49 psi
(2)(12)(0.887) d
4520
9%'
19319
806
FOR m > 0.4
f'c = 2,000 p.s.i.
4606
4146
4738
4015
1036'
_ � 1.28 m n
(Th H C(m2+n2)2
Fs = 20,000 p.s.i.
561
1 27.9
FOR m S 0.4
fc = 0.45 f c = 900 p.s.i.
__ OL / 203 n
�h
C(.16+n2)2
Vc = 1.1 � = 49 p.s.i.
H
y = 60 P.C.F. 0- — LATERAL LOAD ON POOL WALL
SOL h. FROM ROCK SURCHARGE.
ROCK RETAINING CALCULATION:
WHERE y = 60 p.cf. AND P - SOIL'PRESSURE W - WT. OF REAL ROCK
CHECK OVERTURNING MOMENT: \ -y H2/2 -(150 pcf) H L
RESIST. MOM. = W (L/2) OTM = yz 13 ) -120 Ib - 600 Ib
2
RESIST. MOM. 600 Ib—ft x
> 1.5 ; (O.K.) i W
OTM — 80 Ib—ft
CHECK SUDING: P
Fr,icii,,, = 0.30 W = 180 Ib = "'
Fes„ q = P = 120 Ib
Fes,„ = 1.5 (O.K.) y = 60 P.C.F. 2'-0" MIN.
F++fw LENGTH - L
MIN
21 UPLSOPE SURCHARGE
1500 P.L.F. ROCK GROTTO FORMATION
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE - 60 P.C.F.
RESULTS FOR NO RAISED BOND BEAM
DEPTH
'p'
OTliSOIl
R— f
LOAD
TM
ftp
RM
ft -4
NET
Mom
t
VERTICAL
STEEL
fs
p.a.i.
fc
p.s.i.
►c
P.&1
2'-0'
60
177
74
220
5)¢'
#3 0 12"
11305
347
14.2
3'-0'
203
501
92
746
6"
#3 0 6'
16114
662
20.5
4'-0"
480
977
124
1 1548
7"
1 #3 0 4'
16536
722
21.5
5'-0'
938
1569
237
1 2523
7%"
#3 0 3"
18019
869
24.6
6'-0'
1620
2242
497
3541
8%*
add 2 #4
18176
842
1 25.1
7'-0"
2573
2974
1027 1
4520
9%'
19319
806
25.6
8'-6"
4606
4146
4738
4015
1036'
14690
561
1 27.9
ALTERNATE BEND —
EVERY OTHER BAR.
(EXPANSIVE SOIL) 'f "I
WIDTH I F
NOTE 1: ROC( MAY RETAIN UP TO STANDARD BOND BEAM —
2'-0" MAX HEIGHT. BASE OF ROCK MAY BE PLACED AT 70P �
MUST BE GREATER THAN OR EQUAL OF WALL KIR AT WATERLINE.
M THE HEIGHT OF RETAINED SOIL i
NOTE 2. IF ROC( FEATURE INCORPORATES RS BARS 0' 12" O.C. —
A STREAM OR WATERFALL, RECOMMEND EACH WAY FOR BENCH.
20 MIL PVC CONTINUOUS LINER UNDER f
WATERWAY AS SECONDARY LEAK VERTICAL STEEL —
SEE TABLE 360.
PROTECTION. UNDISTURBED SOIL I
1000 PSF MIN.
BEARING VALUE
HORIZONTAL STEEL —
#3,BARS 0 12' O.C.
TABLE 360 TYP.THROUGHOUT.
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED 'D' OR N' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL f4) •
POOL
DEPTH
NO RAISED
BOND BEAM
NATURAL OR SOLID FILLED SCULPTURED BOULDERS,
D
WATER FALLS, OR SLIDES (1500 Ib. MAX PER LINEAL
WATER
FOOT OF POOL WALL). PLACE ROCK ON BENCH
BUCKET.
(HORIZ. SURFACE). NOTE 1 BELOW.
2'-0'
.SEE
2Y1"
PROVIDE POSITIVE DRAINAGE BY
2'-0"
CONCRETE GUTTER, DRAINAGE PIPE
OR BY OTHER MEANS.
2'-0'
3'-6"
3%"
' 6"
2'-0'
4'-6'
4%'
#3 BARS
2--g-
o \ 0 6" O.C., EW..
5'
\
;— HOLLOW OR'
\
FORMED OVER
CONCRETE (ROCKS) \
RUBBLE
TO BE PLACED 2'-0' MIN. \
6)¢'
AGAINST GROUND. TYPICAL
3'-4"
SEE NOTE 2 BELOW. EQ.
E:Q. EC
18" MAX RETAINING
3'-4-
HEIGHT ON GROTTO WALL
7'
FOOTING TO EXTEND 12' MIN.
S-5-
INTO NATURAL SOIL or o I
'
90% COMPACTED FILL
rzt
ALTERNATE BEND —
EVERY OTHER BAR.
(EXPANSIVE SOIL) 'f "I
WIDTH I F
NOTE 1: ROC( MAY RETAIN UP TO STANDARD BOND BEAM —
2'-0" MAX HEIGHT. BASE OF ROCK MAY BE PLACED AT 70P �
MUST BE GREATER THAN OR EQUAL OF WALL KIR AT WATERLINE.
M THE HEIGHT OF RETAINED SOIL i
NOTE 2. IF ROC( FEATURE INCORPORATES RS BARS 0' 12" O.C. —
A STREAM OR WATERFALL, RECOMMEND EACH WAY FOR BENCH.
20 MIL PVC CONTINUOUS LINER UNDER f
WATERWAY AS SECONDARY LEAK VERTICAL STEEL —
SEE TABLE 360.
PROTECTION. UNDISTURBED SOIL I
1000 PSF MIN.
BEARING VALUE
HORIZONTAL STEEL —
#3,BARS 0 12' O.C.
TABLE 360 TYP.THROUGHOUT.
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED 'D' OR N' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL f4) •
POOL
DEPTH
NO RAISED
BOND BEAM
REQ'D
TRANS.
D
C
VERTICAL
STEEL
0 to 1'0"
2%*
#3 0 12'
2'-0'
V-6'
2Y1"
#3 0 6'
2'-0"
2'-6"
2%"
#3 0 4"
2'-0'
3'-6"
3%"
#3 0 3"
2'-0'
4'-6'
4%'
add 2 #4
2--g-
5'-0"
5'
add 2 #4
2'-11'
6'-0'
5%"
O
~�
S-3-
6'-6"
6)¢'
add 3 #4
3'-4"
7'-0'
7"
odd 2 #5
3'-4-
8'-0'
7'
'I
S-5-
81-6-
7'
add 3. #5
5'-0'
TOTAL
HEIGHT
R
2'-6' MAX.
R.B.B. '
REO'D
TRANS.
H
C
VERTICAL
STEEL
0 to 1'0'
2%"
#3 O 12.
2'-0'
V-6'
2%"
#3 0 6'
2'-0'
2'-6"
2)¢'
#3 0 4"
2'-0'
3'-6"
33¢'
#3 0"3"
2'-0"
4'-6"
4%*
add 2 #4
2'-9'
5-6" .
5'
add 3 #4
3'-10
W-0'
6"
O
~�
4'-3'
6'-6'
6'
',
4'-9'
7'-6'
7"
odd 2 #5
5-2-
8'-0'
736'
'I
5-2'
8'-6`
8%"
add 3. #5
5'-0'
y.-0'
9)�'
10'-0"
9%"
5 -0-
-0'5-2'
5 -2-
R
/3 0 6" O.C. W/ 24" LAP.
#3 0 6' O.C. HORIZONTAL
(2) f3 BARS 0 END.
6'
/3 BARS 0 6' O.C. EACH WAY.
ARTIFICIAL SURFACE
FORMED AS DESIRED.
BOND BEAM PER STANDARD TOP OF BOND BEAM
STRUCT. PLAN, DTL Ir do f12. 5WALL W/ R.B.B.).
— 12' MIN. EMBEDMENT.
N
+ NOTE
N
o
OPTIONAL WALL CONFIGURATION.
m
00 O
— HORIZONTAL STEEL
sci
°
ZUJI fl
Ncli
#3 BARS 0 12' O.C.
io
m
A,'
TYP. THROUGHOUT.
�,
C~
C' CONCRETE
1
— VERTICAL STEEL
'
rTOP OF BOND BEAM
3p
_
SEE TABLE 360.
I (STANDARD WALL).
c 0
BENCH.
SEE NOTE
1 r
VERTICAL STEEL
SEE TABLE 360.
r TOP OF LOVE SEAT. 0 V
C
e � L
TTY OF LA QUIN A
BUILDING & SAFETY DEPT. a c .
APPROVED
is FOR CONSTRUCTION
DAT 2"/(f'� gY
" .
N
+ NOTE
N
o
OPTIONAL WALL CONFIGURATION.
'
00 O
in
sci
°
ZUJI fl
Ncli
ZZ
PROPER GUNITE THICKNESS AND
A,'
wO
�110)
C~
C' CONCRETE
U Q E
ovccZ�I
O N
COVER TO BE
3p
NJ
O
CHANGED UNIFORMLY.
D
SEE TABLE 360.
w
jIr
c 0
O ?
PWALL
O
~�
�Ix
J Z
cc 0
Of - < LL aTP
------1
r TOP OF LOVE SEAT. 0 V
C
e � L
TTY OF LA QUIN A
BUILDING & SAFETY DEPT. a c .
APPROVED
is FOR CONSTRUCTION
DAT 2"/(f'� gY
" .
N
+ NOTE
N
o
OPTIONAL WALL CONFIGURATION.
'
w
�
UNDISTURBED EARTH MAY BE LEFT
sci
°
ZUJI fl
IN PLACE FOR BENCH. MAINTAIN
ZZ
PROPER GUNITE THICKNESS AND
A,'
wO
STEEL PER TABLE 360.
C~
C' CONCRETE
]C
z
O N
COVER TO BE
3p
NJ
O
CHANGED UNIFORMLY.
D
SEE TABLE 360.
w
jIr
c 0
t
TRANSITION WALL
TO FLOOR STEEL
do THICKNESS
N F EE PrzE
PROVEO
QS `�
ADD BARS N`OA NSA
REINFORCING DIAGRAM ` NO
12' I� 12
POOL TOTIED
B
W/ 13 BARS e
12' O.C. VERT..
& HORIZONTAL '
Jv
THROUGHOUT.
(i
bio
_. SPECIFIED
ADD (3) N BARS
OR (3) f5 BARS
PER FOOT. v
EVENLY SPACED.
WHEN
ADD (2) #4 BARS
OR (2) /5 BARS
PER FOOT... '
EVENLY SPACED. -
-07
C10 C10
N
y
N
N
U 0-
w
�
O QJ
WHEN
ADD (2) #4 BARS
OR (2) /5 BARS
PER FOOT... '
EVENLY SPACED. -
-07
C10 C10
DATE: 10/28/02 � c—� o
CL N
CALLS BY: A.C. `"
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CHECKED BY: R.LL
2:1 UPSLOPE
GROTTO SURCHARGE
EQUIVALENT FLUID PRESSURE = 60 P.C.F.
(PLUS SURCHARGE)
SEE LOADING DIAGRAM
DETAIL #360
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DATE: 10/28/02 � c—� o
CL N
CALLS BY: A.C. `"
�3
CHECKED BY: R.LL
2:1 UPSLOPE
GROTTO SURCHARGE
EQUIVALENT FLUID PRESSURE = 60 P.C.F.
(PLUS SURCHARGE)
SEE LOADING DIAGRAM
DETAIL #360
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DRAWING NUMBER