0101-345 (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
Profe?nsiona.idode, and my License is in full force and effect.
License # Lic. Class Exp. Date
f
4f'�� r Signature of Contractor9'^-
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
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.
(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 thos'e provisions.
jpate: , /' f� Applicant--� } f'" ,, -
awe ...i •.——r w.
i/ Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil finis 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. 4
1. Each person upon whose behalf this application is made & each personz,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 rel,lting to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property forinspectionpurposes.
•i,�'Signature (Owner/Agent).. �_ ���' • �� '�'- Date -•-� ._`'gip �/
l
6 FT. '110.11.6 43,601.E
.9.1"Tawra) ,cos"r Or Swcoml umon 4xo,%so
CON IfRu 0U0N .T41: 101-000-418-000 moo
f
JAN 3 C' 20CA TOTAL ITHMI"XWN DTYE
.,17 Y ur LA uui .
RECEIPT DATE j �" fjl BY • I DATE FINALED INSPECTOR
BUILDING PERMIT
PERMIT#
.�,
DATE / VALUATION LOT
TRACT
JOB SITE
APN
ADDRESS
'
7
+945491 f�eO�.�D�iLLA
649-05.1-00-7
OWNER
CONTRACTOR / DESIGNER / ENGINEER
73-195 t'UADAL19i'L.fRVE
73.195 0YVA .ALt314,,' Avg.:
PALM.Dr"311 MIT CA 92261
PAUA DRAW C-14 92261
ti81 w
USE OF PERMIT
GENERAL BUIL DR -40
h
d' X 014 LF RICI.WNINO & 3'X 40 .V QA.R11*1EN WAL-1, (COMBO) &' X
;ail LIF f,1AR YN WALL - c3RCO WiTFM
6 FT. '110.11.6 43,601.E
.9.1"Tawra) ,cos"r Or Swcoml umon 4xo,%so
CON IfRu 0U0N .T41: 101-000-418-000 moo
f
JAN 3 C' 20CA TOTAL ITHMI"XWN DTYE
.,17 Y ur LA uui .
RECEIPT DATE j �" fjl BY • I DATE FINALED INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Fords & 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 E
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 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
COMMENTS: oi•L z�'�olr p'
CrrL
8�_ V
pa::( -I vt-sq r< g�� �
oft-
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)
9'—
/0 u-riiiry
7d
A RE-MSprmnpj r
EE M
t Or )30
WILL BE CHARGED IF THE APPROVED
PLANS AND JOB CARD ARE NOT ON
THE SITE FOR A SCHEDULED
INSPECTION.
ONS!
45,
(MAX). HIGH TRACT WALL w/ 4'-o" MAX. RETAINING
PLAT GAP OPTIONAL
N
0s
WIND CONDITION
A DIMENSION
X BAR
T BAR
(Sy�IFED BY
'
h1AV.
BUILDING OFFICIALS)
TO 1"r
,��_ 6n
0 -52-016.
04 O SY O/G.
EXPOJJRE G
'X' BAR 6 EDGE OF W WALL
OR M6 O 56,
01C, FM 16
9LOGK IBLOCK
OR 04 o 561
0/6 FOR 16
Dr51Ea`! CRITERIA
I. ALLOWA5LE SOIL BEARIN5 PRESSURE = 1,56 O• PSF
2. ALLCWASLE LATERAL PASSIVE PRE SLRE = 150 PGF
5. CONC. / 6RCVr STRENSTH = :2,000. PSI 0 28 DAYS
4. REINF. STEEL = 40.6WE '
5. 5-JSMIC ZO�E = 4
-- Y' BAQS ® GENtR O b' WALL
ORC.O b81b OR b818 WE06ELOCK BLOCK;oik
6fouo SLOOP .
(G -RMT CELS W REINF. ONLY DOTE: (o" BttKx
h1AV.
ai. OFFsF-T 'N rzjn u SLOE of $" kock StEm .
(9,5 STD. -,UR--O-WALL 6 3 PLACES
'
COMFORM5 TO LeC 21-.101=y = 60 KBI '
'X' BAR 6 EDGE OF W WALL
ORCO 681 b OR 8818 kED6E406K BLOCKr oa
R&U, SLL) M P
50LID 6ROUT ALL CELLS
L. AVc Tr P=. AD .}JIN7i-5 OF. 2 COARSES
OPEN i=;e DRANIv : 'w I- I CU.. FT of %a" GRAVEL:.
FG.
til �
M7=1)
£ .
94 NORZ Cok)T -4 PEACES
•
;� O/ � caSl����
bt�z
i
rt
1925
Exp: 12-31-2000
C; V 11- �Q
12 12a'
`A'
%-A l 1 %jr lLti � v u'% t --I
BUILDING AND SAFETY DEPARTMENT
COMBINATION RETAINING/GARDEN WALL
• rw -- --�u uef•n-••r •d t-fT WldM
'M1.11-1•�-n•M Iw•1 p11�1•�•�1��a1•�-�-q�r•YI/. M•a-n-iww we �I.•Y�•1sem.
•a1r��..�..i�/wr....-1.-..I U.NC Immoorl• I466
V-1• a. a••-wa.1-•.�.w.�. r U.N.C. marl+"• 1&10..
RETAINING WALL SPECIFICATIONS
--- -,ALL WALLS SMALL BE CONSTRUCTED OF THE HIGHEST DUALITY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.S.C.. AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE Y e - 2000 PSI AT 28 DAYS PER AS914 C150
2. MASONRY • I'm -1500 PSI GRADE IN PER ASTM C150
3. GROUT 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24.8
4. MORTAR 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB
ASTM C270
S. REINFORCING - DEFORMED BARS CONFORMING TO ASTM. A615
GRADE 40. STEEL LAPS SMALL BE 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'.
VERTICAL STEEL SMALL BE MELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTING. STEEL
PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANOES
M BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
TME PLANS.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SMALL BE ACCOMPLISHED BY PLACING A 3' DIAMETER
PERrORATED ABS OR PVC DRAIN LINE BEHIND TME WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 112' PEA GRAVEL. AT LEAST 8. OVER THE TOP OF TME
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
1% GRADE.
8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT.
9. GROUT LIFT SMALL NOT EXCEED 6 FT. WHEN GROUTING IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE WTERMEDIATE
GROUT LIFT 1.1.2' BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SMALL NOT OCCUR UNTIL AT LEAST 14 OAYS_AFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
4@24c H01211 TYP
6 CMU. fi6 CMU.
COMBINATION RETAINING - GARDEN PROPERTY LLNE WALLS
RETAINING DIGHT 0' - 8'
Type I I I 1 1 1 2
TOW height 2'-8' 3'•4' 4'-0' 4'-8' V -4o 6'-0' 6'-8'
Garden height 2'-0- 2'-8• 3'-4' 4'-0• 4'.9' 3'-4' 6'-0'
Fmmg width 2'•8' 2'•8' V-11' 2'-B' 2'-8' 2'•8' 2'-8'
A BAR 14032' /4032. 04032' 04032.
14032' 04032'
-
8 BAR - -
04032'
C BAR' -
11016'
I�A
�•�••1 rr�iw
411.11=100411.11=100l
�11••t•�w.
Limits
-w
o
IOY
•
2
X11••
•w•
mow• • •
••••�
6--8-
7'.4'
Garden height 2'-0- 2'-8'
3'-4' 4--0-
4'-8'
5'•4'
6'-0'
Fming width 2'•8' 2'-8'
2'-8' 2'•8'
2'•8'
2'-8'
'2' -g -
A BAR 04032' 14032.
0443:' 04032.
/4032-
--
--
BBAR - -
- -
-
14032'
0446:'1-
C BAR__
04016•
----•
D BAR - -
-- _
._
,-
046 1! •
RETAINING HEIGHT 2'-0'
TYPE 1 1
1 1
2
3
3
Taal height 4'-0' 4'-8'
S'J' 6'-0'
6'-8'
T-4-
8--o'
Garden height 2'-0- 2'-8'
3'a' 4`-0'
4--g-
S'a-
6'-0-
Fm1nt width 3'-0' 3'-0-
V-0' Y-01
3'-0'
w1111•
'-!' i1
3'-0'
A BAR 14032' 04032'
14032. 14032'
-
-
-
-
14032'
14032'
14032'
C BAR _
04016'
-
1
14016.
14016'
RETAINING BFIGHT 2'a'
TYPE 1 1
1 2
3
3
3
ToW height 4'-8' 3'-4'
6'-0' 6'-8'
T1'
g'-0'
8'-g'
Garden height 2•-0' 2'-8'
3'.4' 4'-0'
4'4*
V-4-
6'-0-
I'mung -loth 3'-4' 3'-4-
3'.4• 3'-4-
V-4-
M
Y -4-
A BAR 04032' 14032'
14032- --
-
1
- 04032.14032.
14032.14032•
C BAR
14016'
-
-
D BAR
.-
04016'
04016'
14016'
PETADU NG HEIGHT 3'-4'
TYPE 1 2
3 3
3
3
3
Taal height 3'1• 6'-0'
6'•8' T-4-
g'-0'
g--$-
9-.4-
Gtrden height 2'-0' 2'-g'
3'.4• .4'-0*
4'-0•
3'4-
6--0-
I=" width 4'-0- 4'-0'
4'-0- 4'-0'
4'-0-
4--0-
.4'-0-
A BAR 04032' -
--
_
B BAR
.�
C BAR 04016-
-- -_
D BAR
#4016' 14016'
04016.
11
04016'
RETAINING BFJGHT 4'-0'
1
TYPE 3 3
3 3
3
'M1.11-1•�-n•M Iw•1 p11�1•�•�1��a1•�-�-q�r•YI/. M•a-n-iww we �I.•Y�•1sem.
•a1r��..�..i�/wr....-1.-..I U.NC Immoorl• I466
V-1• a. a••-wa.1-•.�.w.�. r U.N.C. marl+"• 1&10..
RETAINING WALL SPECIFICATIONS
--- -,ALL WALLS SMALL BE CONSTRUCTED OF THE HIGHEST DUALITY
WORKMANSHIP IN ACCORDANCE WITH THE 1991 U.S.C.. AND THE
FOLLOWING SPECIFICATIONS:
1. CONCRETE Y e - 2000 PSI AT 28 DAYS PER AS914 C150
2. MASONRY • I'm -1500 PSI GRADE IN PER ASTM C150
3. GROUT 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24.8
4. MORTAR 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB
ASTM C270
S. REINFORCING - DEFORMED BARS CONFORMING TO ASTM. A615
GRADE 40. STEEL LAPS SMALL BE 40 BAR DIAMETERS OR MORE.
BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'.
VERTICAL STEEL SMALL BE MELD IN PLACE BY WIRE TIES AT THE
TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN
SPACING PRIOR TO SPACING PRIOR TO GROUTING. STEEL
PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANOES
M BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON
TME PLANS.
6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND
OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90%
RELATIVE COMPACTION.
7. DRAINAGE SMALL BE ACCOMPLISHED BY PLACING A 3' DIAMETER
PERrORATED ABS OR PVC DRAIN LINE BEHIND TME WALL AT THE
TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL
FOOT OF 112' PEA GRAVEL. AT LEAST 8. OVER THE TOP OF TME
PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION
WHERE THE DISCHARGE OF WATER WILL NOT BE OBSTRUCTED AND
AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST
1% GRADE.
8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE
BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT
FOOTING STEPS UNLESS NO STEP IS PRESENT.
9. GROUT LIFT SMALL NOT EXCEED 6 FT. WHEN GROUTING IS
PERFORMED IN MORE THAN ONE LIFT. STOP THE WTERMEDIATE
GROUT LIFT 1.1.2' BELOW THE TOP OF THE BLOCK TO PROVIDE A
KEY FOR THE NEXT LIFT.
10. BACKFILLING SMALL NOT OCCUR UNTIL AT LEAST 14 OAYS_AFTER
GROUTING IS COMPLETE.
11. GROUT ALL CELLS SOLID.
4@24c H01211 TYP
6 CMU. fi6 CMU.
COMBINATION RETAINING - GARDEN PROPERTY LLNE WALLS
RETAINING DIGHT 0' - 8'
Type I I I 1 1 1 2
TOW height 2'-8' 3'•4' 4'-0' 4'-8' V -4o 6'-0' 6'-8'
Garden height 2'-0- 2'-8• 3'-4' 4'-0• 4'.9' 3'-4' 6'-0'
Fmmg width 2'•8' 2'•8' V-11' 2'-B' 2'-8' 2'•8' 2'-8'
A BAR 14032' /4032. 04032' 04032.
14032' 04032'
-
8 BAR - -
04032'
C BAR' -
11016'
RETAINING HEIGHT I' - 4'
TYPE 1 1
I I
1
2
3
TOW height 3'J' 4'-0'
4'-8' 3'-4•
6--0-
6--8-
7'.4'
Garden height 2'-0- 2'-8'
3'-4' 4--0-
4'-8'
5'•4'
6'-0'
Fming width 2'•8' 2'-8'
2'-8' 2'•8'
2'•8'
2'-8'
'2' -g -
A BAR 04032' 14032.
0443:' 04032.
/4032-
--
--
BBAR - -
- -
-
14032'
0446:'1-
C BAR__
04016•
----•
D BAR - -
-- _
._
,-
046 1! •
RETAINING HEIGHT 2'-0'
TYPE 1 1
1 1
2
3
3
Taal height 4'-0' 4'-8'
S'J' 6'-0'
6'-8'
T-4-
8--o'
Garden height 2'-0- 2'-8'
3'a' 4`-0'
4--g-
S'a-
6'-0-
Fm1nt width 3'-0' 3'-0-
V-0' Y-01
3'-0'
3'-0'
3'-0'
A BAR 14032' 04032'
14032. 14032'
-
-
-
14032'
14032'
14032'
C BAR _
04016'
-
D BAR
14016.
14016'
RETAINING BFIGHT 2'a'
TYPE 1 1
1 2
3
3
3
ToW height 4'-8' 3'-4'
6'-0' 6'-8'
T1'
g'-0'
8'-g'
Garden height 2•-0' 2'-8'
3'.4' 4'-0'
4'4*
V-4-
6'-0-
I'mung -loth 3'-4' 3'-4-
3'.4• 3'-4-
V-4-
3'-4-
Y -4-
A BAR 04032' 14032'
14032- --
-
B BAR -
- 04032.14032.
14032.14032•
C BAR
14016'
-
-
D BAR
.-
04016'
04016'
14016'
PETADU NG HEIGHT 3'-4'
TYPE 1 2
3 3
3
3
3
Taal height 3'1• 6'-0'
6'•8' T-4-
g'-0'
g--$-
9-.4-
Gtrden height 2'-0' 2'-g'
3'.4• .4'-0*
4'-0•
3'4-
6--0-
I=" width 4'-0- 4'-0'
4'-0- 4'-0'
4'-0-
4--0-
.4'-0-
A BAR 04032' -
--
_
B BAR
.�
C BAR 04016-
-- -_
D BAR
#4016' 14016'
04016.
14016.
04016'
RETAINING BFJGHT 4'-0'
TYPE 3 3
3 3
3
3
3
TOW height 6'-0- 6'-g'
7'-4• g'-0-
S%g•
9'.4•
10'-0'
Garden height 2'-0' 2'-g'
3'j' 4'-0'
4'-g•
3'.4'
6'-0'
Footing Width 3'-0- 5'-0'
5'-0' 3'-0-
3'-0'
3'-0-
5'-0-
A BAR
_
B BAR NOW 14032'
#4032' 04032'04032*
14032.
04032-
C BAR
D BAR 04016' 14016'
14016. 14016.
04016'
14016.
14016'
-A BAR - BBAR
BAR•.
.,BAR
CELL X kCELL _
FG ....._ . C BARD,
. F6 � 1 R• p,�p=
45' Q ELL
•u�
cc
CL
u ' KNA '3Q
cm
�N45
4G'12�TYP� p
TY Fl -L
- B BAR
CE3
LL
I 8 Cmut
l
W NON -EARTH FACE TC
J k✓
-
�
�•1
� O FSLL
. nn
B SPEECCIAL NGINNEf
_T) 25AC WFI N FOOT
Ms. ENT STRUC
r #, P rat !r I u r-
_ 02 0 (--R 1'2`•'12
S" Coat I
114 01" 48' ).c. Ybon
Continuous
t f
,2' Clr.• '
j! '1 1
Omit hc2d ti" X burs
joints \
12 CanC. b
[ Ft,
z» 04 Cott.
940l
PAGE. 3/4 i
.. t
•
I i
RL-1'A1NING WALLS
Cantilever Relaiuir)$ Wull willt Cuuling Al+ay trot))
slopingQ
or lerd J
Max.
1 II
Tope l 7 track i
Shilling Or
levet
V Cont.
+ s
2" Or. f!
84 a, 4g" o.c.
continuous. Y ban
• 11 E" Cone. blk.
O►ni' head .. X liars
Join'! \
2" L
w4 ris 24'
• n Un111 If nu ke '
[2"
011111 if m, ky y�
• !4 Cunt 4 Cunt.
t
{ 6 Nook •4 Cant n ~' •4 Cont. Omit
3" CIr`� Ontit if no lies if no key
�• Cr.,�"
Cont.
H Cant,
U l IE
I l�
Section A Secih,n li
404
TABLE16A DLSI(;NDUrAILSAND 1ELLRUJUIREMENTSSection ipY h:,rt a1.. Grade sloping 1'4" 42I 16" ats (� 16maximum 2:1 A ('p" 1'4"3'8r' 1��a behind wall B g'4"_ ... 4 (°' i6 3 fi16"1+4(°,1G•,.TV • "Z 6 24 a 24" ?.V... 1 • C(1
2'2"s4 (4' =4 Or, 32" 2,0"• ?i`•
A :<'cr' z'u" 4'2" - 4. G,. =5 (y, 161, A �'q•� 1'4"
A 608'• 331"31"7"s4 a• 16- a5 (°; 16" _
1141' •3,3.. 4•• sq (Q> 16" J4 a, 16••
Grade icvci _.11': 61(y,'1'Z" 4" rrs fi' 16" its C ' 16" 20l)"• i €
2.6•• s4 !°' 16" 21V10
». 13 a,(}„ — -4 (o 24" #4 (i) 24" 2V'0
2'2 x4 (° 32" R4 (m 32" 2'(Y'• i {
3 4#* 4 fy, 3Z" rrd (y•
z;7 lytic_ may be u(1,;ttcd :f it.l re,n furf:in9 "Nuit n C pidcc Troll) footing -0) lop Of wall, ) ,
uz'C2'"~C• ('3I) 12 13
iii'. -• - _.
FLA GAP O"r CKA° --
i It—
PAGE. 4/4
t •4n MAX. R��TAIKtt'Jr �
ty w/ 31,
HIND cc irc�?; izp
�c BAR *r �
SAL4rNe.;OF<'�GIALS'
t$ it 40' GL. IL4 @Aoll 04. I
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