BP-06-59GENERAL NOi]ST AND CONDITIONS
1). ALL FLOR AND WALLS OF P00I. TO BE PNEUMATICALLY APPLIED CONC.
WITH A MIN. 28 DAYS COMPRESSIVE STRENGTH OF 3000 P.S.I.
2). ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60.
18). TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM
WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT.
19). UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF
UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF
HAS BEEN UTILIZED FOR DESIGN PURPOSES.
3). ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE 20)
WITH SOLVENT WELD JOINTS.
4). IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS 21)
TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING
AND/ OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN
ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF
EXISTING STRUCTURES.
5). THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. 22)
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL 23)
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF
NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN
AND ALL DIMEMSIONS PRIOR TO CONSTRUCTION.
6). CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE
MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS
REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD
A DISTANCE OF 10' FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE.
7). ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES
515.27 AND 515.29., AND F.B.C. HAPT 424.2.17.1 -10.
8). WHERE POOLS ABUT OR AR LACED NEARBY SEA WALL OR
BULKHEADS, SPECIAL CARE S LL BE EMPLOYED. THE WALLS SHALL
BE IN GOOD CONDITION, NOT RMITTING ANY SHIFTING OR REMOVAL,
OR LOOSENING OF THE SUPPOR ING SOIL AWAY FROM THE POOL.
IF THE WALLS DO NOT FULLY CO TAIN THE SOILS BEHIND THEM, THEY
SHALL BE REPLACED OR REPAIRS CONTINUAL MAINTENANCE OF THE
WALLS IS REQUIRED BY THE PROPS TY OWNER. WHEN EXCAVATING
FOR THE POOL, THE SEA -WALL TIEBA KS SHALL NOT BE CUT. WHEN
DEADMEN FALL WITHIN THE EXCAVA ON, NOTIFY THE ENGINEER
IMMEDIATELY FOR FURTHER INSTRUC 4 ONS.
9). THE CONTRACTOR SHALL BACKFILL POOk SHELL WITH CAUTION. THE
PLUMBING SHALL NOT BE DISTURBED. BA FILL SHALL BE PERFORMED
WITH CLEAN SAND, FREE OF ORGANIC MAI RIALS AND SHALL BE
PLACED IN 12 INCHES THICK LAYERS. EACH ER SHALL BE COMPACTED
TO 90% OF THE SOILS MAXIMUM DENSITY BY TA PERING SOLIDLY.
SOILS BELOW THE DECK SHALL BE PLACED IN SIMI ' R MANNER.
10). WHERE DECKS ARE INDICATED BY OTHERS, THE DEC r . ESIGN NOTES
SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DEC F, DESIGN SHALL
BE BY OTHERS.
. ALL TREADS SHALL HAVE SLIP - RESISTING SURFACES
PER ANSI /NSPI -5- 2003.6.1.5
. ACCESS GATE REQUIREMENTS PER F.B.C. 424.2.17.1.8 AMENDED 06- 03 -03:
GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING
DEVICE, 54" ABOVE FINISH GRADE ELEVETION.
THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE.
GATES SHALL OPEN OUTWARD AWAY FROM POOL.
THE GATE SHALL HAVE NO OPENINGS GREATER THAN 1/2" WITHIN 18" OF
THE RELEASE MECHANISM.
. THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS
OF THE FLORIDA BUILDING CODE, SECTION 424.
ALL DETAILS SHOWN ON PAGE 3 OF 3
OF THIS PLAN ARE NOT TO SCAT F
11). DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR S RM CONDITIONS.
12). WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FO ` ' EPAIRS
OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL O POOL
REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUS E
ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROU ` p. AND
CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POO
13). THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT
NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITH
THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS.
14). ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE
F.B.C., 2002 EDITION, AND ARTICLE 680 N.E.C., 2002 EDITION.
ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL.
THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING
INSPECTION IS CALLED FOR AN APPROVED PRIOR TO PLACEMENT OF
CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS
DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS
PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL
METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS
CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM POOL
WATER'S EDGE, SHALL ALSO BE GROUNDED.
15). POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING
OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER.
LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK
REINFORCING,AND PUMP MOTOR CASING.
16). FILTER BACKWASH SHALL COMPLY WITH THE FLORIDA BUILDING CODE,
2001 EDITION.
17). POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING
CODE, 2001 EDITION.
■
MIAMI SFICR S d..•.LI ;E
APPROVED
BY
DATE
ZON.N
Al
Y
STRLkIUR,.L
ELECTR
PLUMP'NG
1
BLDG.
SUEJL:. i t t.;
STATE 'FL; COUN i
LiNiti.t ;'.I +, L.
6' EXIST CHAIN
LINI(FENCE
TO REMAIN
00 ° -o1 • OPE
6 EXIST. CHAIN
I TK FENCE
REMAIN
EXIST. WOO
.zCE TO
REMAIN
EXIST. OVERHEP
POWER SERVICE
Ev
POOL DECK
12.06'
EXIST. 200 A HOUSE PAT,
EXIST. ELECTRIC ME I LR
-11 JJr
RESIDENCE
L.F.F. ELEV. = 12.56'
GARAGE L.F.F. ELEV. = 10.11`
EXIST. WATEI ,'
0
EXIST. WATER METER
SEE NO
100' -0° PROPERTY LINE
POOL PLAN
SCALE: 1"- 20' -0"
EXISTING
DRAIN FIELD
6 EXIST, CHAIN
LINK FENCE
TO REMAIN
1,11 ii
copy
POOL SPECIFICATIONk
POOL SIZE: 15' -0" X 30' -0"
POOL DEPTH: 3' X 5'
POOL PERIMETER: 90'
POOL SQ. FTG: 450
POOL GALLONS: 13,464
TURNOVER RATE: 3.0 HRS±
POOL RETURN: 3
SKIMMER:1
POOL LIGHT: (1) SAM
INTERIOR FINISH: GEM
CHLORINATOR TYP: N/A
WATERLINE TILE: 6"
CAP TILE ON SWIMOUT: YES
(2) DECK JETS
VAC LINE: YES
COPING TYPE: V.K. B/N
DECK TYPE: V.K. PAVERS
POOL ENCLOSURE: FENCE BY- OWNEV
CHAINLINK FENCE BY- OTHERS
PUMP SIZE: 1.5 HP
FILTER SIZE: 160 CART
POOL M.D'S: 2
YKA CONSULTING
ENGINEERS, INC.
6500 WEST ROGERS CIRCLE ST. 8000
BOCA RATON, FLORIDA 33487
TEL. 561. 998.0805
YEKTA KAVASOGLU P.E.
P.E. # 41310 CA# 06141 S1 # 0852
E -MAIL: YKACE @BELLSOUTH.NET
423 SHORES LLC
LOT: 15 & 16 / BLOCK: 50
SUBDIVISION: MIAMI SHORES SECTION NO.2
423 N.E. 92nd STREET
MIAMI SHORES, FL. 33138
DATE :.12 /12/05
ORDER: 554
A. YEKTA KAVASOGLU
P.E. # 41310
YKA #: 05 -462
SALESMAN: STEVE S.
VEDAT DEMIREL, PhD, P.E
P.E. # 49522
DRAWN BY: LAN
REVISIONS:
SHEET 1 OF 3
ji.
2.
LVAN KIRK & SONS, INC.
3.
DATE: 12 /27/05
ll
•
GENERAL NOTES AND CONDITIOnS
1). ALL FLOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC.
WITH A MIN. 28 DAYS COMPRESSIVE STRENGTH OF 3000 P.S.I.
2). ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60.
3). ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE
WITH SOLVENT WELD JOINTS.
4). IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS
TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING
AND/ OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN
ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SArETY OF
EXISTING STRUCTURES.
5). THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF
NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY
AND ALL DIMEMSIONS PRIOR TO CONSTRUCTION.
6). CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE
MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS
REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD
A DISTANCE OF 10' FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE.
7). ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES
515.27 AND 515.29., AND F.B.C. CHAPT 424.2.17.1 -10.
8). WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR
BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL
BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL,
OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL.
IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY
SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE
WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING
FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT. WHEN
DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER
IMMEDIATELY FOR FURTHER INSTRUCTIONS.
9). THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE
PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED
WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE
PLACED IN 12
INCHES THICK LAYERS EACH LAYER SHALL BE COMPACTED
TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY.
SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER.
10). WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES
SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL
BE BY OTHERS.
18). TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM
WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT.
19). UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF
UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF
HAS BEEN UTILIZED FOR DESIGN PURPOSES.
20). ALL TREADS SHALL HAVE SLIP - RESISTING SURFACES
PER ANSI/NSPI-5-2003. 6.1.5
21). ACCESS GATE REQUIREMENTS PER F.B.C. 424.2.17.1.8 AMENDED 06- 03 -03:
- GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING
DEVICE, 54" ABOVE FINISH GRADE ELEVETION.
- THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE.
- GATES SHALL OPEN OUTWARD AWAY FROM POOL.
- THE GATE SHALL HAVE NO OPENINGS GREATER THAN 1/2" WITHIN 18' OF
THE RELEASE MECHANISM.
22). THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS
OF THE FLORIDA BUILDING CODE, SECTION 424.
23). ALL DETAILS SHOWN ON PAGE 3 OF 3
OF THIS PLAN ARE NOT TO SCALE.
11). DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS.
12). WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS
OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL
REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE
ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND
CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL
13). THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS
NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT
THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS.
14). ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE
F.B.C., 2002 EDITION, AND ARTICLE 680 N.E.C., 2002 EDITION.
ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL.
THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING
INSPECTION IS CALLED FOR AN APPROVED PRIOR TO PLACEMENT OF
CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS
DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS
PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL
METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS
CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM POOL
WATER'S EDGE, SHALL ALSO BE GROUNDED.
15). POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING
OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER.
LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK
REINFORCING,AND PUMP MOTOR CASING.
16). FILTER BACKWASH SHALL COMPLY WITH THE FLORIDA BUILDING CODE,
2001 EDITION.
17). POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING
CODE, 2001 EDITION.
CHAIN LINK FENCE
'Ni GATES
(SEE NOTE 21)
NEW CHAIN -
LINK GATE
5' NEW CHAIN 5' EXIST. CHAIN
15 0' LINK FENCE LINK FENCE
BY OTHERS TO REMAIN
O sf
00'- O'sROPE TY LI _ _t
TRASH BABY _
HERE FENCE
51' -0'
54' -0"
5' EXIST. WOOD
FENCE TO
REMAIN
EXIST. OVERHEAD
POWER SERVICE
EXIST. 200 AHOUSE PANEL
EXIST. ELECTRIC METER -
1
M
POOL DECK
12.06'
�a- JJr
0
POOL
0 0
RESIDENCE
L.F.F. ELEV. = 12.56'
GARAGE L.F.F. ELEV. = 10.11'
NEW
CHAIN LINK FENCE
W/ GATES
(SEE NOTE 21)
-11
I�
LL
100. -0' PROPERTY LINE
0
1
PIE
•
3' -0'
16-0'
-J
XISTING
EPTIC TANK
EXISTING
DRAIN FIELD
SITE PLAN
SCALE: I "= 20' -0'
5' EXIST. CHAIN.
LINK FENCE
TO REMAIN
EXIST. WATER LINE
EXIST. WATER METER
5' EXIST. CHAIN
LINK FENCE
TO REMAIN
'3 it4ItIP
SHEET 1 OF 3
VAN KIRK & SONS, INC.
POOL DATA CHART
POOL SPECIFICATIONS:
POOL SIZE: 15' -0" X 30' -0"
POOL DEPTH: 3' X 5'
POOL PERIMETER: 90'
POOL SQ. FTG: 450
POOL GALLONS: 13,464
TURNOVER RATE: 3.0 HRS±
POOL RETURN: 3
SKIMMER: 1
POOL LIGHT: (1) SAM
INTERIOR FINISH: GEM
CHLORINATOR TYP: N/A
WATERLINE TILE: 6"
CAP TILE ON SWIMOUT: YES
(2) DECK JETS
VAC LINE: YES
COPING TYPE: V.K. B/N
DECK TYPE: V.K. PAVERS
POOL ENCLOSURE: FENCE BY- OWNER
CHAINLINK FENCE BY- OTHERS
PUMP SIZE: 1.5 HP
FILTER SIZE: 160 CART
POOL M.DS: 2
YKA CONSiJLTING
ENGINEERS, INC.
6500 WEST ROGERS CIRCLE ST. 8000
BOCA RATON, FLORIDA 33487
TEL. 561. 998.0805
YEKTA KAVASOGLU P.E.
P.E. # 41310 CA# 06141 S1 # 0852
E -MAIL: YKACE @BELLSOUTH.NET
423 SHORES LLC
LOT: 15 & 16 / BLOCK: 50
SUBDIVISION: MIAMI SHORES SECTION NO.
423 N.E. 92nd STREET
MIAMI SHORES, FL. 33138
DATE: 12/12/05
ORDER: 554
°
A. YEKTA KAVASOGLU
P.E. # 41310
YKA #: 05 -462
SALESMAN: STEVE S.
VEDAT DEMIREL, PhD, P.E
P.E. # 49522
DRAWN BY: LAN
REVISIONS:
1) 02110/ MOVEP /E CLOSER
NCE NOT 6 ,
NS
(SEE PLAN)
DATE: 02/10/06
151-0"
0 0-
CHAIN LINK FENCE
W/ GATES
(SEE NOTE 21)
NEW CHAIN
LINK GATE
TRASH
HERE
EXIST. OVERHEAD
POWER SERVICE
5' EXIST. WOOD
FENCE TO
REMAIN
14'40"
PROPERTY LINE
GFCI RECEPTABLE
SHALL BE LOCATED ,mmissolowsussear
NOT CLOSER THAN AW-'
10' NOR MORE THAN
20' FROM WATER EDGE
EXIST. 200 A HOUSE PANEL \,‘
EXIST. ELECTRIC METER
r
POOL DECK
e 12.06'
EXISTING
ROOF
0
0
0
1 31-0"
0
0
5' NEW CHAIN 5' EXIST. CHAIN
LINK FENCE LINK FENCE
BY OTHERS TO REMAIN
301-0"
r
rt
N
DECKING LINE
31-0"
1
#1Q-*----(2) DECK JETS §
et
-1-1/2" VENT LINE §
VERIFY LOCATION/
IN FIELD
L
L J
L
RESIDENCE
L.F.F. ELEV. =1256'
GARAGE L.F.F. ELEV. = 10.11'
301-6'
1
-k 1 k-
-k 1
-- -1.
1
1
1
1
111
I
p.
P/E
1
/5' EXIST. CHAIN
§ LINK FENCE
/ TO REMAIN
BABY FENCE
EXIST. WATER LINE
0
VAN KIRK & SONS, INC.
0
POOL PLAN
SCALE 1/4"--11-0"
FITTING CHART
YKA CONSULTING
ENGINEERS, INC.
6500 WEST ROGERS CIRCLE ST. 8000
BOCA RATON, FLORIDA 33487
TEL. 561. 998.0805
YEKTA KAVASOGLU P.E.
P.E. # 41310 CA# 06141 Si # 0852
E-MAIL: YKACE@BELLSOUTH.NET
423 SHORES LLC
LOT: 15 & 16 1 BLOCK: 50
SUBDIVISION: MIAMI SHORES SECTION NO.
00000G
Gjvavir:..
w0000
0 0
0
0
423 N.E. 92nd STREET
0
0 0
00
MIAMI SHORES, FL. 33138
DATE: 12/12/05
ORDER: 554
A. YEKTA KAVASOGLU
P.E. # 41310
YKA #: 05-462
SALESMAN: STEVE S.
VEDAT DEMIREL, PhD, P.E
P.E. # 49522
DRAWN BY: LAN
REVISIONS:
1). 02/10/06-MOVE P/E CLOSER
TO HOUSE, 5' FENCE NOT 6' ,
MOVE FENCE LOCATIONS
(SEE PLAN)
DATE: 02/10/06
0
POOL VENTLINE:
POOL RETURNS:
DECK JET #1:
DECK JET #2:
POOL LIGHT:
POOL SKIMM:
POOL VAC:
POOL M.DIS:
TOTAL OF PIPES:
1-1/2" PIPE = TO BE VERIFY
1-1/2" PIPE = 78`-6" LENGTH
1-1/2" PIPE = 54'-0" LENGTH
1-1/2" PIPE = 62'-6" LENGTH
1" PIPE = 30'-0" LENGTH
2" PIPE = 71'-0" LENGHT
2" PIPE = 29'-6" LENGTH
2" PIPE = 53J-0" LENGTH
- 378'-6" LENGTH
90° (I" PIPE) =
90° (1-1/2" PIPE) =
90° (2" PIPE) =
2 TEES (1-1/2" PIPE) = 3
9 TEES (2" PIPE) = 1
9
FITTING CHART
YKA CONSULTING
ENGINEERS, INC.
6500 WEST ROGERS CIRCLE ST. 8000
BOCA RATON, FLORIDA 33487
TEL. 561. 998.0805
YEKTA KAVASOGLU P.E.
P.E. # 41310 CA# 06141 Si # 0852
E-MAIL: YKACE@BELLSOUTH.NET
423 SHORES LLC
LOT: 15 & 16 1 BLOCK: 50
SUBDIVISION: MIAMI SHORES SECTION NO.
00000G
Gjvavir:..
w0000
0 0
0
0
423 N.E. 92nd STREET
0
0 0
00
MIAMI SHORES, FL. 33138
DATE: 12/12/05
ORDER: 554
A. YEKTA KAVASOGLU
P.E. # 41310
YKA #: 05-462
SALESMAN: STEVE S.
VEDAT DEMIREL, PhD, P.E
P.E. # 49522
DRAWN BY: LAN
REVISIONS:
1). 02/10/06-MOVE P/E CLOSER
TO HOUSE, 5' FENCE NOT 6' ,
MOVE FENCE LOCATIONS
(SEE PLAN)
DATE: 02/10/06
0
0
0 0 0 0
0 0 0