441 NE 101 St (17)- P cES3UR�" R LtE V= (N _ %TE_. 1)
5el 15 P3I (w A cT S BP o)
LoCArioN or rlori,s.t_
ALCM. E X PAN 5 LO NLITANK
3 GAL. CAPACITY- ALLOY 3003
_ u z X c H N ER
TYPE L CQPPE ,S(LvER �
E,3F AZKO .045 MIN. WALL
TF� {CKNI SS ORA1 N
GATE VALVE
PRE-55URF
Bi\C'41-10\t/ PREVENTER (vim
.� k OT S U P P E `l
140 ° F TEmpFrI>ING LYE
APPAOYEO 9Y;
SY 5T EN\ . DRP
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1/1 wouGvi BOLT FOR
VJALL.
I. ALL BRACKET AND
COLLECTOR MATERIAL
6061 -T6 ALum Num
2: ALL CoLLE.cTOR 801.1
916 DIA.
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ANCHOR SCHEDULE
Height above g ;ode(14
Anchor spoon9 (in)
a-35'
13"
35'•55'
/2"
.55 —_15
11"
75 35d
/0
C /eon
LAO min.
6 /ass
See panel
Conn. details
/ See pone/ connection
details
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TYPICAL SECTION
THRU PANELS
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L75"
Anchor
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PANEL CONNECTION DETAILS
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T YPICAI L PANEL
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APPROVED AS COMPLYINOWITH THE
SOUTH FLO' DA BUILDING •.E
DATE �; q_3
BY 017/145 i
PIRO UCT CONTROL DIVISION
B LDING•CODE COMPLIANCE OFFICE
ACCEPTANCE NO, -(j 27,
Varies (5se Chi #J
3.0"
12' 60I.toga
- 7; - 0
e.
DA DE COUNTY APPROVAL : 93- 0427.16
APPROVAL EXPIRES 0/296
D -5
5 - 29.7
/5 -25 I 6. 3
25 -55
35 -55
55 -7.5
;5 - /DO 55.0
60.5
/00—/50
/.SO- 25 o
[ 250-3_5 0
STORM PANEL SPAN
419.7
4.5. /
.50
69. 3
78./
DESIGN CRITERIA:
6
'i
/
STORM PANEL
/1/!i/7,/ ni . $ ee 9a7e
1 -- 4o
6?-5
2 %
l
•
TOWN 81 COUNTRY IND.
4900 N.E. 11th AVENUE
FT LAUDERDALE, FLA . 33334
KNEZEVICH & ASSOCIATES , INC .
ENGINEERS AND PL ANN ERS
641 MOKENA DRIVE
MIAMI SPRINGS , F=LORIDA , `33166
PHONE- (3D5 > E3E3:- 9571
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8_
7 - 7
l'‘A"
y 7
O /
y
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7 -1-
THESE STORM PANELS ARE DESIGNED IN ACCORCA,ICE WITH:
I•
/2/ 3
/a /
/O_ 7
/ �.
/0 —a
9' -7
9-
1 -7
g-/
NOTES: .
1. CHANNEL, ZEE AND ANGLE' MEMBERS SHALL BE .050" TK. AND
MANUFACTURED FROM 3105 -H25 04.6063 ALUMINUM ALLOY. STORM
PANELS SHALL BE 3105 -H25 ALUMINUM ALLOY.
2. PANELS MAY BE MOUNTED HORIZONTALLY AS WELL AS VERTICALLY,
USING CLEAR SPANS.
3. ANCHORAGE TO CONCRETE SHALL BE:
A. STAR TAMPIN #4015, 1/4" 4 X 7/8" (7/8" EMBEDMENT IN
CONCRETE) WITH 1/4" - 20 X 1 1/2 MACHINE BOLT.
B. BUILDEX TAPCON 1/4 X 1-3/4"
C. 1/4" X 1 -1/2" LAG IN LEAD SHIELD
D. RAWL ZAMAC NAiLIN, 1/4" 4) X 1 1/4"
4. STEEL PANELS SHALL HAVE A MIN. Y.S.= 33 KSI; U.S. = 50 KSI.
5. ALL STORM PANELS EXCEEDING A CLEAR SPAN OF 6'-0" SHALL HAVE
1/4" - 20 BOLTS CONNECTING PANEL TO PANEL LOCATED AT
MIDSPAN.
1. SECTION 3513 OF THE SOUTH FLORIDA BLDG. CODE, 1988 EDITION,
NON COASTAL ZONE INSTALLATIONS.
1394
REVISIO
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LOCATION OF' no c -4A.L.
ALUM. EX P N5 t 0 N TAN X_
3 GAL. CAPACITY - ALLOY 3003
coLLEcToR
5Ek'VIOE VA►V
CHECK
VALVE.
DRAIN
NEAT EX C HAN ER
TYPE L COPPER,3ILVER
ORA►ZED, .045 MIN. WALL
TFt ICKNESS
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PUMP
CONTROL
NOTE.S
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DETAIL, )3
1/2 CONC. ANJC.1-40C2 OR
,
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tiOLLO'N WALL.
•
NOTE.6:
I. ALL BRACKS i\NO
COLLECTOR MAVERIAL
4661-T6 ALUM t NUM .
2: ALL cOLLECTO.RSOLT3
5 /16" DIA.
3, ALL BRACKET BOL
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DATE: 4 - - 7G
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ALL 5UNPOWV,.F INC,„
5ECTION E
APIMININIMISINOMIIAINNIIIAr■mmemml,
OR Altar BY 1 NI • 5.
1 REVISED:
I ORAWINC) NUMBER
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OFFICf°2
42O1 L!JEUNE RO.
coRAI. OAQLE9, FLA, 33140
LOCATION SKETCH
a
H 1•
levarieutomattararseravr
LOT /B AND TNF_ eve.".S QOM O LU / BLOCK
SUEDIV151OH . . , d d l f / 2 O / a C $ CT, AA 4
ACCORDING TO THE PLAT TNEREOF AS RECORDED ih I't.AT ROOK No. / AT PAGE Ks. ...�..,� •„
PU BLIC RECORDS Of,_ 04 De COUNTY, FLORIDA.
DATE1 /1/4■1?CA/ - /.5 / 72 - FOR' 4'0M/NIQ,Q 4AJ0 A/VO 7% 7
0 11X yaw•
Ave
•
THOMAS J. KELL
q/ [�
!W AimyriQ11
mwo4 !LOM A
SUfVfY I41041 tc • 72- /D4 /
IS' ALLEY 8 Pal/VAN
Po uf *k,lt, DEUES 4 WATE2 was
U1
tif
4 °202 1"...4
Ifl'NAHti '.
1 HEREBY CERTIFY THAT THE ATTACHED
SKETCH REPRESENTS A RECENT SURVEY MADE
UNDER WY DIRECTION AND IS TRUE AND CORP
RECT TO THE E EST OF }lY KNOhILEOGE AND
BELIEF.
THERE ARE NO ENCROACHMENTS.
�.' REGISTERED
STATE OF FL
.. Loc4reo, 11.1 14tA •
O R.rib, ..Ft»A.
• • i •
•
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•
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NOTE: Check off or explain the
following
Q POOL DIMENSIONS
CD DECK DIMENSIONS
Q DIRECTIONAL ARROW
Q FILTER & PUMP LOCATION
O ELECTRICAL REC•PANEL-
METER LITE -AIR COND.
O SKIMMER LOCATION
Q TREE & STUMP LOCATION
Q DIMENSIONS TO PROPERTY
LINES
Q DIMENSIONS TO HOUSE
Q PLANTER LOCATION IF
ANY
Q RAILS OR SLIDE LOCATION
Q ACCESS APPROACH & DI-
MENSIONS
Q SEWER, WELL, SEPTIC
TANK, CLEAN OUT
Q GROUND OBSTRUCTIONS
I F ANY
Q SITE PREPARATIONS IF
ANY
0 PLOT PLAN OR SURVEY
C� SIDEWALK CONDITION
() WIRE DROPS IF ANY
The following location points, di-
mensions, and construction items
have been discussed with me and 1
approve them for plans. Every
thing we have discussed is shown
and there are no verbal agree-
ments. It is understood that any
additions or changes will necessi-
tate an extra charge.
Owner
For efficient processing and con-
struction procedure, it is impor-
tant that the following items be
discussed with the customer and
their locations and or dimensions
be indicated according to scale on
this sketch sheet.
•
P L O T
SCALE: 1 /O"
1
P L N
10l r 011\)
qD.D
F GO /A raP L
y X1hT �� l�d
1
GRAB RAILS W/3 STEPS Ei
F-- ---
I
I i
POOL
/_ /
DIMENSIONS ,!� , X ___ DEPTHS '1 /
TO 6 .
GALLONS 1 - g PUMP HP
FILTER SIZE .76 1 TYPE
APPROX. SQ. FT
DECK SURFACE 4 ,
BREAK OUT ❑ CAPPING ❑ DASH ❑ SQ. FT.
SPECIAL TILE
REF. # ").
Q -1!
r ;�
HAND RAIL ❑
DIVING BOARD FT. WET SLIDE ❑
"TURBO CLEAN"-SELF CLEANING SYSTEM Li TURBO HEAD INLETS
WALL INLETS SKIMMER 1 -
"FOUNTAIN LIFE"- THERAPEUTIC SPA with tiled damwall - bench seat and
three therapy jets ❑
12 VOLT SAFETY LITE h) TIMER_ ® GAS HEATER ❑
ELECTRICAL HOOK -UP — PUMP — LITE — CLOCK — POOL /GROUND
MAINTENANCE EQUIPMENT CONSISTS OF ADJ. ALUM. POLE,WALL
BRUSH, LEAF SKIMMER, POOL CARE GUIDE,4 in 1 TEST KIT
UNDERWATER VACUUM HEAD AND HOSE ❑ CHLORINATOR
OTHER
A MASTER POOL FOR
NAME
ADDRESS
CITY
OWN. BY 1
HOME # Th� 3
WORK # 0 �
/MA /A\
- To Xt2■3
Tom
LOT BLK 1
SUB
y4 ►�, /rs 1 �'i I4O12 =
G�eaG . 4
v=cr Frn
pt P∎ot,..s T »•r
Li-ww •
. 41 -0.44 °Z.4a.s Eirtvsc
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Nis
1®34 all approved conduit in
pool ad ixAwid all boxes, lights
+ytoL . and motor w///8 wire solid. Pump
t.a��a ;• rotor to be located _ above grade.
.4:= tZ• �.w.,
•• ::ti '. , V
—® /A tA.116.3
Ltu - Sc• Fts"F
s s A/kora:ir=
eslrsat 4 + �T�N
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;�'�'.' "C't.'i �,..,,� ;r a .. ,<�.''�..+.. �2a ,'� �..;��. f # :.tom., r �a�tr� U; ..�.3.,. . r .a :..S.•rs, r K_- .�.s... .. - - __. _.l.. v �i..
• is .. 3>.
7
• .a 'la' • a j.
43I es vi.
V4e Fain - drain, grate to have area 4
times area of suction line.
•
(-- r a.:t .
r� 5.- Disposal -of ao1. water to confor
;t
• 't with section 5004 of South Florida
building code..- Surface grading to
. ,
_ - r, _ _confine pone of pool water withi n
- " lot & to persist not pore than 1 hour
� �~ ac - •.�� �� _ - v - . ? � 'c i. Water supply and disposal shall
- - • - be so arranged to insure against
- - • . contain tian --af Water -supply.
F?1 �.L t�ll�.�� t�Q. .. •
2 . - - Rei ereing- to be interied!.a to
g rade deformed bars of new "bi 11e t
�i"Goti,:w.•r,1!�a {` S steel. according. 15 ., r'_ -f ?..steel
`• a,� ; f to be bent lapped Zc placed in accor-
IAULTI -(Of�j ■bt‘t,—. CC9t ®t'
•
•.. : dance WAX standards.
)4.7. . xrs,• •.• Ie ta4d•
ea: A V, ®•-c•rv. • • 13
4t j•SUtr are vaL. -
_pp� ��111►50 -•i
P WA!"'
1.4 . 1%,:1/4417
•
...+..y-+....+>:., .. . : +s..•...... ..+.ms. ..•.rs• •Rr!oasw.wsw.....• ..
•
a Pool - shiall•' b Q - . of. reirnforced "con
• Crete ` framed. and - poured of gunite
application.... Concrete' shall I►a:ve' a
min. 28 days camp. strength of 3000 PS
All piping to bear IMF Seal.
•
!�9