10-0050 (RPL)r
io
b
t�f
H
a
3
I� o
I
m
m n O r 0 r,
vi OO
x�OA�a ma aA.� 0m�m3
_•
3 I
3 cm �° A�< m< i m^ m o m o N c c
coa-.3 f 'a
o c t
m
a»< m o m a W o o W
o a m
N O. a° C m a
O I
I
O 3 O n
G O O N y m J 3 9 f0 N V N
J W S N M. m- y
y
n O W I
J
m O y p
W o-Na m 3 m Na �o
O O
wm I
p0S amo»0�__.mm ^3mm 0
oo
m a
O a
y0oma0oNm�3m°'i.mmH'�
m m H» o° a m m m a-
m- 0I
R, r W a< o- J N o m v m
vnmW fD S.m`°om00 '^om<m3p
3 m m
a3 N I
am—i. o ni m° V m c N m Z
ioJaNF`-.�om0o3m
a m •< m Op N a F
wy O
N W O I
c n m = m y
-N <m >•-m o� m
o a z
w fD-? 01a om3m
f
m() n
x H' 3 D m m
1
o a _I 1
1
Azov °"0 n
o H' of
Mm a
< Np 0 1
O. m 0 a 0» D
o^
fp <_�En Z
0 1 I
o N p1 m
m m O S
Z
N'
m
I
F° O a C N
'H J-•o 'm D noa W ma
c o
ploy »oaryo0iamo0-mr'
3-3 I
nD°. a3oa aom0o ov�o
o� a� 0 fD >•m V 0
3'W�•
'oDom
o,
a o rn off.
J
.0 c 0- m m xoQ�m» °
�
:'
1
W� a
o n m
I
y a m o f
I
I
I
m o<m 10
v
.H a z
o a 0 1
�yz
Z
o a»<» r m J n D
W o m 3 p� Q m n ri
rn » pmi 0
IO C O a m ° C N W O y 0
O N S O a N j C J
N Ja
0 m m mom w c m H a f o» J
m n» o 0 o m o' m
o» o' 3 m 4 m D a o 4<
ami "�m0m
m a m m o'.+a
.�i N m 0 ^ m ff°D n iJn• W
0°Ny°'3�'m°
N m
0, Sa J D
O C m a
� �mm �m�am nmw Ov
o od '0pao3N»vom0
o m
a m O Z
W n 0 N C 0 m i
J a M. m m D
•.-Q o• » a pci w cm 70c
Nom n3.��^3 az
a P m o a m
o 4 < m m
o T m m
0 0 m m o ° a m n m m
m w NO <
1pn�m o o `"•3 00. 0
3
ow x a J W W
m 0 O o m d 0 .N. o
m 0 < 3 o 3 m B
m
m a .3 'c uNi m a
C o m a
N m N < o
morns
C—)
n
- I
o I
A °V
Z
y
w-D..
'AZT
I
-
I I
_.
m 0 m Do
J
3 I
03 F:
wma W
O< ui m c 1
O p O m
O O <
i m
C m n S
m»
m m0
m
�o i
yam
Z
-0 1
Sm
cocoa•
D�O
m D
0 0 0m
o
W J>>
d^ 3
»
v m
o' < 1
m
s
0
ac
pZ-�0 7!�
n
J,pm30
W
OooV „
o�O
00
om
-3
'0
I
o
< �
OS1°
.
m= y
J O 0 V
o
C N
pri A 7Ac I
m
-yi 0 0
vom
0
0
3
» m >• z
CAI
y m
D --Ien=
3 n
?'�
m° m
G n o 0 1
Z O D m
Om Zy
n x•c
m icy
m o O
D 0 0 0
0:�
? 3
0
M m l
Z
0
p 3< O
>-^ £»
m
H
moo D I
mr Z
m
mz TO
.0 p J
o 5�,
Jcp°
- y Z 0
y
m
a
rn 0
p= _. z 1
m c m 1
m M
m Z -0D
y o
ux
p' y
3 N
w
cOi m cm)
cn- -1 m
D O
° p'
-
N.
m p
rn
G)Z
0, ° �.
5.J °
C.
N
*ZD!'r,C11
D m z
Z
, N 3
o
c
m F O
DZ�
!^' FL3m
xo 1
J
cno 9 C
mmr
.Nm.
O N
< O
<»
<o O
0 3 S
a
9 0 D
O{ Z
m
H Um
o
o.
w
m
F�
? N
o
<= o
N'
N O»
y
H O
m O 2
o° m
o O
'o
O y D
y n 3
o o
m m 1
�tDZr
Or
m ma
»,o<
3
m o
a N
ma
P'
o
N a I
I
D
D 7 D D:I? D
a
-U O �O
0 � Z'p
o
__ _
ci ci 0
+
0 N p D p
0 O D a D
< a a Z
Ccc CD C
N � y
o ° m
O
m
X 10 4 Ul M
w0-4 No
CyOo 4 1
H tl 1 �n o
H o 0
1 Ir 0
m w no
oC7N I �:Ao
o w t-J o C o
CfJ0
HH0
F4ytn
D
PO F-I H
C
2
v�iLD-lo
CD
0
O
O
0
0
O
m
O
O
D
y
n0 oN H O
HLn
OD N
� No
In
tqj
H �
r
P ,pS
C7
M
H
pa
W
H
Do
c_
r
Z
m
y
M
■
3
0ororo
rt ct H (D
rS (D 0 El
a n F•r•
n rr
0mml3d
aoxm
Hy
I
r
(D
oz
zro
N
y�
(D 1
Hn
I
Hro
I
�P
Pi
�i
m 1
rztd
��WW°
1
UQHW(D
O I-3 1-3 r •
1 • I-3 trJ �d w
rt O O I
1 H'd a
Haa
ozzW�0
FAH 1
1 0• inCn¢,
I 0
nb�hj0
1 tr
1 O Q t-1 0
I PL)
tj H O
I ti
t+ihiWti(D
N H I LQ
1 In .X- t=i ` 0
0) Ln
WHNO 1 a
zHzU)
IA0PP. O 1
1
000o I
1 rlirox
I td I
I r I
10 Q
l �
I
H-
r 1
¢
y 1
1
tj 1
0000 1
(n 1
00001
�1 1
I
4
� I
�n
z�
I (D
I
I ¢
I
I F'•
M I
I rt
bd I
I (D
H I
0 0 0 0 I¢
A I
00001
-1 1
v I
N H 1 tj
H 01 (n 1 0
W • HNI
O I (D
H
IPOIAO I
0000
1 O
O
0�t1i
H�
C%i
L=]Hroro
x M (D (D
ro[anaK
H H
N- r_ El F'- El
irr
r
0 aP-
oo
rr
w rt w rt
oo
K
rrU 0
H- P Ili 0
0rr(DW•
0co(DH
N.
tz)
. (D .
rt
ct m
(D o
W 0)
�]
00
Ai
0 0
LQ
00
(D
Hro
Nr
��
N
(D
(D
-7
Fi
\
H N H
k z
O
w w m
0 0
rzi
H9Ct�+i
H tij
�
r1i
rt
(D
W 0) U1 N 01
N.
0 0 0 0 O
0000 00
wHldi� d
�5 M (D a (D
romnan
H
H• G El I -N-
tl (Drrt
o
b
N N rat
o rr (D p
0(D(DH
Cl
rt
W
((DD 0 .
0
()
0
LQ
O
(D
H t=i
(D
n
\
to O
Or
t��
o
p
ro
rai
H t+i
H
y
[n
N Fl
PP)
H
F' �V
on
ro
0
(ODD
C�Hroryro
?C (n (D a (D
�0
a�
b
rtN
O
9O rt
O
w
W ni 0
0 rr (D A)
0(D(DH
N.
da
j . ( pD .
rr
rt m
(D 0
O
P)
0
LQ
O
(D
w
�
K
�o H 0
Or
t-'
FAO
U
O O
ro
N F+i
O t=i
H
0
y
H
I
N
N
0.) F-
o
phi
I- ZY
0n
PV
I�
(D
(D
1
ro
H
F'-
n
a
rr
0
0
z
(D
n
H
0
I
0
0
0
0
0
0
Lh
0
/+
TAY 4 4 QX&A
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
PROPERTY OWNER'S PACKAGE
(760) 777-7012
FAX (760) 777-7011
Disclosures & Forms for Owner -Builders Applying for Construction Permits
LMPQ L&YT! NOTICE TO PROPERTY OWNER
Dear Property Owner
An application -for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified at _ - {
We are providing you with an Owner -Builder Acknowledgment and Information Verifi ation Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your name as the
Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision,
signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice
unless you, the property owner, obtain the prior approval of the permitting authority.
OWNER'S ACKNOWL WQ MENT AND VERIFICATION OF INFORMATION
DIRECTWNS. Read and initial each statement below to signify you understand or verify this information.
Obuilding
1. 1 understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder"
perinit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as
an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person
and his or her employees while working on my property_ My homeowner's insurance may not provide coverage for those
injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers
on my property-
Lk
I understand building permits are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this responsibility.
k1i
I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect
from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own.
4_ I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
permits and contracts.
5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employee'
under state and federal law.
.�4L6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal
government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment
compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial
risk.
A�7. 1 understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential
structures cannot .legally build them with the intent to offer them for sale, unless all work is performed by licensed
subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed
under contract with a licensed general building Contractor.
HZ A
i
8'=6"
I
5'- 6' Zfj
5'
1
HZ D
HZ G
HZ B
5'
HZ E
9'
r
L
T—
t5'
7
HZ H
HZ C
te•
8'•6'
5' 4'-0"
9' --
HZ F
T 3"
5'
HZ DXL
IM°ORIANT: Lengths, widths, & depths moy vary up to
measurements are to largest section on each side of the outside edge
All Hydro %ones are NON -DIVING: Use of diving equipmenl is prohbifea
TOOLS REQUIRED
A. Transit Level
B. Shovel
C. Pick
D. Rake
E. Stakes and nails
F. Spray paint for outlining pool
G. String
H. Hammer
1. 25' Tape Measure
J. (5) 2"x4"x8' (models A,B,C,D,E & F only)
K. (4) 2"x4'xl2' (model DXL only)
1. (2) 2"x4"x8' (model G & H only)
M. 1 /2" sheet rock (models BID, F & DXL only)
STEP 1. PLANNING FOR THE INSTALLATION
In planning for the installation of a new Hydro Zone, there are many important considerations
that must be evaluated in order to achieve a functional, long-lasting and aesthetic addition
to a home. When choosing a location, consider the following:
1. Grade: Pools and decks are normally constructed on level ground. Extreme variations in
grade should be resolved before the excavation of the Hydro Zone begins. A relatively
level and flat location is preferred so time and effort is not wasted on radical
fluctuations in grade.
2. Excavation Equipment Access and Hydro Zone Delivery: Determine the most efficient
route for equipment to enter and access the site. Also keep in mind that a well -planned
route can save time and money by enabling multiple pieces of equipment to work in
unison. For example: Coordinate the delivery of the Hydro Zone with the completion of
the excavation and prepping of the hole. If a track excavator was used to prepare the
site, it may also be utilized to unload and set the Hydro Zone. Finally, consider the
placement of the equipment. If possible, position the equipment so the Hydro Zone can
be unloaded and placed directly into the excavation.
3. Underground Utilities: Check with local authorities for the locations of underground
water, gas, power and sewer lines.
4. Overhead Power Lines.
5. Local Building Codes: Determine the setbacks from property lines, easements, house
footings, etc.
6. Water Drainage: Water should always drain away from the Hydro Zone. Failure to keep
ground water away from the exterior of the Hydro Zone may result in damage to the
Hydro Zone that is not covered under warranty.
7. Local Fencing Codes.
8. Location of Pool Equipment: Locate to within 20' of the Hydro Zone. y _
9. Electrical Run for Pool Equipment.
10. Underground Water Conditions.
1 1 . Exposure to Sunlight.
12. Surrounding Foliage.
13. View from Residence.
L
Notice: Failure to read and follow instructions contained in this material will void your Hydro Zone warranty.
STEP 4. EXCAVATION
Correct excavation of the Hydro Zone is very important. A hole that is too small can mean
hours of picking and shoveling by hand. A hole that is too large will require extra import
material, which if not dealt with properly, can result in settling or bulging of the Hydro Zone.
The excavation should be dug very close to the Hydro Zone size with a minimum
disturbance to the unexcavated soil that will support the Hydro Zone. The clearance is
approximately 6" on the sides and 6" on the ends (Fig 2).
The depth of the excavation is determined with the use of a transit level and a measuring
stick. The bottom of the excavation is over dug approximately 4". The Hydro Zone models A-F
will generally require 10 yards of sand for backfill, (more may be required if the Hydro Zone is
over dug); models G and H require 5 yards of sand.
Refer to figures 1 and 2 to determine the size of the excavation for your Hydro Zone
model. It can be helpful to give yourself extra room the first 6" in width and 12" in depth
of the hole, to get past the coping, and allow space for the skimmer and the main drain.
Also, keep in mind that the walls of our Hydro Zones are tapered, usually 1 " in for every 1 2"
in depth. A place for the skimmer must also be dug in the side of the excavation wall. The
skimmer cutout should be 2' by 2' and 3' deep. See Figure 1 for placement.
If dramatic over digging occurs in the bottom of the hole, never use excavated material
to fill in the hole to the desired depth. The material will settle. We suggest road base (a
tamper may be needed) compacted thoroughly, and topped with sand. If the sides of
the hole are dramatically over dug, road base should be used beyond the six inches of
sand. Both should be compacted thoroughly during the backfill process. In the case of over
excavation on the sides of the Hydro Zone in seasonal high water or poor drainage areas,
you may want to mix 10% Portland cement to the backfill for stabilization.
In areas that experience seasonal high water or experience considerable water seepage
during excavation, a permanent sump line (see Cross Section A -A) must be installed to
alleviate the excess water and the associated hydrostatic pressure accompanying it. In
the event that you choose to install a sumpline, you will need to dig the excavation an
additional 12" longer to give yourself the necessary room. Hydro Zone suggests digging a
12"W x 12"D x 6' L trench across the deep end of the excavation. Six inches of 1-1 /2" rock
should be placed in the bottom of the trench. A joint of 3" perforated PVC pipe is placed on
the rock base and connected to a vertical stand of 8" PVC pipe running to the surface of
the excavation. The 8" PVC should be trimmed with a skimmer ring and lid for aesthetics and
safety. After the connection has been made to the vertical stand of 8" PVC, finish covering
the 3" perforated PVC pipe with 1-1 /2" to 2" rock to the bottom of the excavation (See
Cross Section AA). Cover the new sump line with fabric. The bottom of the excavation is now
ready for approximately 4" of sand bedding. Figure 2
6'
HZ A
T T
5'
L_�,_z
$'
HZ D
HZ B
T
HZ E
5'-s"
HZ C
"1 -7-
1 4'r 6
J_L 1
HZ F
� T
3'-3"
LLZ
HZ DXL HZ G
HZ H
STEP S. PREPARATION OF THE BOTTOM SURFACE OF
THE EXCAVATION
SK�IlUIMER LID
The preparation of the excavation bottom is critical �=
so the Hydro Zone will fit properly. Thorough prepara-
tion will eliminate settling, stress cracks and a mini- Section A -A =
mum of time will be spent setting the Hydro Zone.
First, install 2" x 4" screed rails length wise on both SAND 'j • B"PIPE
sides of 8" PIPE the excavation, using wood or metal BACKFILL �•'I
stakes (Fig 3). Make sure the diagonal measurement FIBERGLASS _
POOL SHELL
is exact to insure that the bottom is square. Adjust FIBERMAT11NG
the screed rails to the appropriate height using a 3-4'SAND
transit (see Figure 2). Next, spread a layer FIBER MAT-
ING of sand approximately 4" evenly over the bot-
tom of the excavation. Rake the sand flat to the top
H"
of the screed rails (Fig 3). Compaction of the sand is 1-1/z"ROCK '
3' PERFORATED PIPE
achieved by the use of water and walking over the 1-1/2"ROCK '
entire bottom using your body for weight. Rake and
compact the area several times. Screed the bottom of the excavation, filling any low spots
as you go. The completed area will resemble -a slab of finished concrete. Remove the screed
rails and fill in the voids with sand, being careful not disturb the sand. When installing models
that are bi-level, (6" difference at the halfway point) you will need to secure the 6" vertical
sand wall with a 5"x7' long piece of 1 /2" sheet rock. Install four wooden stakes at the break
point, 2" below the anticipated sand grade inside the side that is buried with sand (see figure
3). Screw the sheet rock to the stakes at the exact sand elevation. This material will be left in
the excavation and buried (fig. 3)
SEE SECTION A -A
i
Figure 3 A A
8.-fi" 6'
L
DIG LINE
SUMP SYSTEM
SEE SECTION A -A--
I A A�
8'-6" 6.
} i
r
DIG LINE
i
SUMP SYSTEM
HZA,C&E HZB,D&F
SEE SECTION A -A-, i
2" x 4` SCREED BO RD ' _ x 9' SC
I
SCREED RAIL � r
I _SHEET
1a' DIJLINE-�
18'
2" x 4" SCREED RAILS FINISHGRADE�+-2"x4"SCREED BOARD x.4SCREED RAILS
FINISHGRADE — 2' x 4" SCREED BOARD13' SUMP S3" - 4" OVER DIG
3" - 4" OVER 010 I' 66'�• . .
—STAKE `SAND DEO 7..T W SAND BED
--� STAKE - SHEET ROCK
NOTE: POOL SHELL MUST
HZ DXL
REST SOLEY ON SAND. HZ G & H
i
- 2"1x4" SCREED BOARD 1 SEE SECTION A -A - i g
L A�A "� x 4" SCREED BOARD -
1 4-11� fff 3 fff 2` 4' SCREED RAILS
SCREED
18,
FINISH GRADE
2" x 4" SCREED RAILS
- 2' x 4" SCREED BOARD
3"- 4" OVER DIG-
10'-4'
~E- SAND BED ,
STAKE �-
8'-6" 6• 7' 3 �-
TAKE
DIG LINE g•_
.._.i
4' _
r 2" x4' S EED RAILS
r 2" x 4" SCREED BOARD
SUMP SYSTEM= j FINISH GRADE
Ae 1. 3" -4" OVER DIG
STAKE- SAND BED
• .� J I� ��. •. 1. i -
$L3-Rf0e® �+
The single most valuable investment
you can m YA C oil
IA
` _ r
1-4-10
a
p
,1
04. i
_ 1
ARM
Programming IntelliPro VS-3050 is as easy as setting your
alarm clock. With the pump running, simply press one
of the four speed buttons to switch to the desired speed
(factory settings are 750, 1500, 2350 and 31 10 RPMs). .
Then, just press the "up" or "down" button to increase
or decrease the speed setting between 400 RPM and
3450 RPM. It's that simple to optimize water flow for any
application. Of course, your pool professional can make a
simple calculation to determine the perfect speed settings.
And remember, as you change or add equipment and
features, speed settings are quickly adjusted to ensure
the lowest amount of energy is consumed.
Pump Performance Curves
Total Head Vs. Flow @ Factory Set Speeds
60 HZ Single Phase Test Voltage
120
35
100
30
2s
eo L13450 rpm
-
i 1cu3110 rpm
G 20 3 60
Fr IS
40 @2350 pm
w .
20 C 1560 rpm
6
�UD750 rpm
0
0 20 40 60 BO 100 120 140 160
US 0311.,, D�-mr ru
s 10 Is 20 25 30 35
CuJ�C Mc_ci s c�• �-.i
City 'of La Quinia
Building & Safety Division
Permit #
P.O. Box 1504, 78-495 Calle Tampico
La Q*ta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Project Address: S 01 v C,2
( Owner's Name: %OS �- s
G O�. 1M11 G r
A. P. Number:
Address: Z, D$ $ d �_ ��,cy \le r^� t:.
Legal Description:
City, ST, Zip: Ct A, a. C A--
Contractor: 1 �
S e t
C�
Address:
Project Description:
City, ST, Zip:
F a � � r • �us.s � o � � •It- � {-
Telephone:
ENO
State Lic. # :
City Lic. #t
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
Construction Type: Occupancy:` yP .
State Lic. #:
,r=
Project type (circle one): New Add'n Alter- Repair Demo
Name of Contact Person:
Sq. Ft.: ==# Stories: # Units:
Telephone # of Contact Person: `�
'
Estimated Value $
_
_
of Project O C
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
RWd
TRACKING PERMIT FEES
Plan Sets
Plan Check submitted Item Amount
Structural Calcs.
Reviewed, ready for corrections Plan Check Deposit
Truss Cales.
Called Contact Person Plan Check Balance
Title 24 Cales.
Plans picked up Construction
Flood plain plan
Plans resubmitted Mechanical
Grading plan
2"" Review, ready for correctionsrissue Electrical
Subcontactor List
Called Contact Person Plumbing.
Grant Deed
Plans picked up. S.M.I.
H.OA. Approval
Plans resubmitted Grading
IN HOUSE:-
'"' Review, ready for correctionstissue Developer Impact Fee
Planning Approval
Called Contact Person A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
01/22/2010 13:32 13235824228 BUYER FAX PAGE 01/01
—T-0
72
7
00
zle 4, v,
4"'700
?—,Oda
7—.— zo e a
RECEIVED
JAN 2 2 2010
BY:
N
0
0
x
z
x
0
U
x
0
z
CITY OF LA QUINT
JOB ADDRESS So CA,,re_ ERMIT NUMBER
on this job. Any -changes to this list must lie approved by the Building Division prior to
SUB -CONTRACTOR LIST
OWNER- S" _ BUILiiER„ �c-�-
msp-ictious place. Only persons appearing on this list or their employees are authorized to woi
ommencement of work. Failure to co-mply will result in a stoppage of work and/or the voidanc
of building permit. For each applicable trade, all information requested below must be
zomleted
by applicant. 'On File" is not an acre table response.
"
de C licatior►
Tra I tarsi
- - - =
-.-
- Conttector�- - -
.•;<-''�::��:--�--., r-.:=- - - -
_--t -
:�;-� -- �S3�I��.CariFracioCa Lice.
- -
---
- - ;; 'v. - _ - _- -_ Zi[?�:.; _sir- - - -
- - -- -- - -- - -�' - - --
-- - - -'� �. -. � .•�. � ,.• - _ _ city Riis(tye�s tsice�isii�=:-
Vll�k Go r rtsatt'dr►,lri�lrraci�-' .`.-�-�.' -
Company Name
Classification
(e.g. A. B. C-8)
License Number
(xxxxxxl
Exp. Date
fxxlxxlxx)
Gwrier Name Polcy Number Exp. Date License NwnW Exp, Date
le.. State Fund, CalComp) (Format Varies) lxxlxx/xx) (xxxx) (xx/xxlxx
F.ARTNVSfbFIK (C-121
0LUAtZ_1Z—
C6NCRETE 1C-81-'
N�j
FRAMING 0-5)
�—
q"UCT. STEEL�—
fiAASUNRy (C•291
0 r_�
PLUMBING (C-36)
&-AL-,A-Z C"
LAIN; PLASTER (C-351
�—
DRYWALL (C-9)
�—
HVAC (C-20)-
ELECTRICAL (C-10)":
'$/IFFY-N'IETAL (C-431
R.
GLRZtNG (Cl7) `=
INSULATION-(C-2)
SEWAGE DISP; 16-421
PAINTING (C-331
CERAMIC T)LE (C-54)
�—
CABINETS 10-6)
FEN.GING (C-13)
LANDSCAPING (C-27). ��:_�fi�c�
POOL (C-53)�
CCU - sT