350 6th St 2013 pool-spa WATER LINE GENERAL NOTES:
1. FOOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
DECK OVER COUNTY AND CITY BUILDING CODES.
FOUR OR 2.ALL METAL PARTS WITHIN 5 FT.WILL BE GROUNDED
JOB SPECIFIC F`IPE SIZINO, 707AL DYNA�110 �4EAD BRICK COPING AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
CALCULATIONS AND E0UIPt-lENT SPECIFICATIONS BY LOCAL INSPECTOR.
3.FILTRATION SYSTEM HILL WAVE SUFFICIENT CAPACITY
AND DOGU�IENTATION ARE TO BE PROVIDED E3*r THE TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN(12) TWELVE HOURS OR LESS.
POOL CONTRACTOR FOR EACH PROJECT. 7PE POOL
-4 CAPACIT'T' 2-03 E5AR5 1-#3 BAR CONT. 4.POOL CONSTRUCTION TO BE THE SAME REGARDLE55
CONTRACTOR �IUST USE THE I-IAXI�lUt-1 FLOI, CONT. IN G" OF WATER IN 5" THICK 15OND OF 51ZE AND SHAPE. IF FILL 15 REQUIRED FOP,2 FT.TO
BEAM
r 4 FT.OF WALL HEIGHT THEN WALLS PAVE TO 5E
G" OFWATER
E T_r
3 ��f =5
4 JE5AR
5
IN
OF T�4E SELECTEE) PUMP AND PROVIDE �4YDRAULIC 811XV. BOND LINE TILES
REINFORCED WITH ADDITIONAL STEEL e8"O.C.BOTH WAYS)
CALCULATIONS FOR T[:)P TO DETERMINE PROPER BEAM 15 1 AND/OR EXTRA WALL THICKNESS(8"TO 10")
5.ALL PVC PIPE WILL BE SCHEDULE 40.
PUMP AND PIPING SIZINS. TPE MANUFACTURER'S
6.ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
EaUIF`MF=NT SPECIFICA71ONS ANZ-) 07PER DOGUrIEN7A710N 70 POOL STEEL AND GROUND WIRE.
FOP, PU�IPS, FILTERS, PEA7ER EaUlf-�IENT ANE) �IAIN POOL SHELL 3000 P51 PUMP MIX CONCRETE ALTERNATE BEAM -1.POOL ALARMS DO NOT NEED TO BE HARDV41RED
DRAINS AND COVERS ARE TO 51ESUB"IT7ED FOR P.NEUMATICALLY APPLIED. 1 11,501L COND
5:--T" IN VERTICAL WALLS(TYP) FINISW ITIONS,AT POOL LOCATION ARE A95UMED
REVIEt,,4AND DOCUMENTATION FOR SIZING 7�41E 6-8" IN COVES AND FLOORS(7YI') 70 BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
17IU7ED 11. TERMITE CONTROL V41LL BE APPLIED UNDER ALL
2500 MIN.GUN17E MAY BE SUB5
GIRCULA71ON S-r57EM. FOR 3000 PSI CONCRETE POOL DECKS.
10.ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
RETURN LINE CONCRETE PAD V41TP TAP CON ANCHORS.
-----------------------------------------
-------------------------------- ------------------------------- -----------_---------_- ILE COPY
- --------------------- ------ 11. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HA5 BEEN TESTED AND ACCEPTED
,��SKIMMER BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A112JIM,SM, "SUCTION FITTINGS FOR USE IN
SWIMMING FOOLS,SPAS,POT TUBS,AND WPIRLPOOL5 BATHTUB
APPLIANCES"
RETURN INLET 12,THE POOL DESIGN HILL MEET THE 2010 BUILDING
CODE.
RECIRCULATION PUMP /UNDERWATER LIGHT
'o 15.RE51DENTIAL FOOLS MUST COMPLY WITH 2010 FLORIDA
!I z RE51DENTIAL CODE
SKIMMER SUCTION!
I. > 14.POOL CONSTRUCTION HILL MEET:2008 NATIONAL ELECTRIC
z 0.
z C) CODE.SEE 680,26 (5)(2)(b) FOR PERIMETER BONDING
L
in MAIN DRAINS,MEET THE VIRGIt iIA GRAEME cl 0 U51NG AT LEAST ONE(l) 08 AWG BARE SOLID COPPER
...........
----------------- li9l
CHLORINATOR it —
I MAIN DRAIN BAKER POOL AND SPA SAFETY ACT. U UPC) CONDUCTOR.
1! 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
rill w [Z a OF 7'-0" 05 REBAR 12"O.C.B.W.OVER'7'-0";
POOL
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
FILTER !I A PART OF TH15 DRAWING SPECIFICATIONS.WALL
1: C o OVIDE CODE COVER OVER
THICKNESS SHALL PR
I N
J; REINFORCING.FOR OVER 71-0" A SPECIAL DES(9
------- --------------------------,I V41LL BE REQUIRED.
RETURN INLET 04 t�n%
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
L INGROUND FOOLS,
AN5I/N5PI-5 2003 FOR RF51DENTIA
AN5IlN5PI-3 I-Iqcl FOR PERMANENTLY INSTALLED
Ogg I
a*,-# >4 RE51DENTlAL SPAS,AND AN5I/APSP-'7 2coG FOR
RETURN LINE ifi) SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
cy AND AN51/AP5P/ICC-I5 2011 STANDARD FOR RESIDENTIAL
to SWIMMING FOOL AND SPA ENERGY EFFICIENCY
Il. 00 NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
TYPICAL SWlt*"lNry POOL FITTING 15 MISSING,BROKEN,OR LOOSE.
18. IF THE C-UC71ON INLET 5Y57EM,SUCH AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
1-01-4 HAS A SINGLE SUCTION INLET,OR MULTIPLE SUCTIONS, INLETS
WHICH CAN BE ISOLATED BY VALVES,THEN EACH SUCTION
PROFILE VARIES ENTRAPMENT By EITHER
JUNCTION INLET SHALL PROTECT AGAINST USER LARGER,
BOX 4.0' SWIM 3 BARS GRADE 40,12"O.C. 4" THICK CONCRETE DECK AN APPROVED ANTI-VORTEX COVER,12" X 1:21- GRATE OR
MIN, ClU I CERAMIC TILE VERTICAL AND —4" W1 FIBER MIX:2500 P51 OR 07HER APPROVED MEANS.
HORIZONTAL (TYP)
I I IJ I I I I I vil I 501L UNDER IN
(n 11201 RlDG
j I _COMPACTED MYNOWEN5E11W 4 ASSOC
WATER-INE CONCRETE DECK IONALENGiNEER5 LAND5CAPEARCHITECT5
311 EI,40ODAVENUE POLLYPILL FLORIDA 32118
1/2"MARCITE (38G) ro-1,7-68ql FAX(386) G-71-2114
Fli'd12
UL APPROVED
UNDERWATER LIOPTI__� 03 BARS 12" ON CENTER
TYPICAL
- ----- EACH WAY (GRADE 40) RE51DENTAL 5WFOOL
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES o -
714E DIAMETER DOWN FROM THE TOP OF THE DE510N FOR
o'.0 as.
, oo'o
MAIN DRAIN GRATE TO THE TOP OF THE %� a%po FOOLS AND SPAS OF CENTRAL FLORIDA
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL 00. MAIN DRAIN N1 RELIEF PLUG OR 2"
PYOR05TATIC RELIEF VALVE, IF REOV.
,egos aw
4�.
_0'
MIN
L El '
TO THE MAIN DRAIN BOX. 0 0 POOL 5HELL 5000 1-51 PUMP MIX CONCRETE
o o�q4�60
O.-IOP15
PNEUMATICALLY APPLIED. -NOT v WfTHOUT
IF THE MAIN DRAIN PIPE COMES IN70 THE .00 ROCKBED lN VERTICAL WALLS(TYP) qr=AL:.7_
MAIN DRAIN BOX HORIZONTALLY,THE COVER DEEP END FLOOR AND G"-S"IN COVES AND FLOORS(TYF.)
WALL REINFORCEMENT
PROM THE TOP OF THE GRATE 70 THE TOP
-ED5 TO BE 1.5 TO SLOPE BREAK- 2500 MIN.GUNITE MAY BE 5UBSITIUTED
OF THE MAIN DRAIN PIPE NE P15 SIGNED AND SEALED SPEET 15 TO BE USED AS A MASTER
TIMES THE DIA.OF THE MAIN DRAIN PIPE. 03 BAR a 12"ON CENTER,EACH WAY < -1,0' DEEP FOR 3000 P51 CONCRETE T ERIOD OF ONE
#3 BAR a G"ON r EACH WAY >'l.O'DEEP AND OVER.
I ENTER, FILE COPY . IT V41LL BE USED FOR A MAXIMUM P
1-1/2 TIMES THE DIA. 1-1/2 TIMES THE DIA. YEAR EXPIRING ON 12/31/13. IF TPE FLORIDA BUILDING CODE
------ Nil 15 ALTERED OR MODIFIED BEFORE THAT DATE, TP15 DRAWING
5ECTION MAY BE RENDERED VOID.
�MAIN
MAIN DRAIN PARKER, NC4-L�ERr&,_P.E. #32G45 SHEET I OF 4
D AIN
THERAPY JET THE MAIN DRAIN PIPE INVERT NEEDS 70 BE 1.5 TIMES
THE DIAMETER DO1,4N FROM THE TOP OF THE
RETURN LINE MAIN DRAIN ORATE 70 THE TOP OF THE
----------------------------I I ------------ MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
r---------------------------------------------- TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY,THE COVER
MAIN DRAINS MEET THE VIRGINIA GRAEME FROM THE TOP OF THE GRATE TO THE TOP
RECIRCULA71ON PUMP BAKER POOL AND SPA SAFETY ACT. OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
(SECOND MAIN DRAIN MAY BE ON 51DE 1-4ALL) TIMES THE DIA.OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
1-1/2 TIMES THE DIA.
MAIN DRAIN(SUCTION)
------------------- ------------------- ---------------------- ----- -------
CHLORINATOR - ----------- ------------------ ---- - ......................
MA N
MAIN
FILTER— UNDERV4ATER LIC-44T
DRAIN
I
POOL DRAIN
RETURN LINE
---------------------------------------------------------:1- -----------------
................. -------------- --------------------
3/4"BULLN05E
L--------------------------------------
j L--------------- TILE OPTIONAL
-------------------- ------------------------------------------------------
---------------- ON EDGE OF
5TEP. CAP TILE/BRICK/OR CANTILEVER AITW
HATERLINE TILE
ACRLYIC FIN15H
TYPICAL 5PA POOL 2 MAIN DRAIN5 ON FLOOR
2-03 REBAR
R
U�
//7OU5
CONTINU,
7R-7\77'<7'x/
X\
X
POOL SHELL 5000 P51 CONCRETE
P N
EUMA71CALLY APPLIED.
G" IN VERTICAL k4ALL5(TYP)
4" THICK CONCRETE
G" IN COVES AND FLOORS(TYP) DECK W FIBERMIX
3000 P51 STEEL
2500 MIN.GUNITE MAY BE SUB51TIUTED NATER REINFORCED
FOR 5000 P51 CONCRETE LINE CONCRETE
G"XG" CERAMIC TILE
1/2" QUARTZ
FIN15P
/LOk4
VARIES PROFILE
I JUNCTION
BOX
UL APPROVED DECK AND TILE DETAIL
UNDER1,4ATER
LIGHT
P
PARKER MYNCI-IrENBERG A550C. INC.
PROFE55IONAL ENGINEER5 LAN05CAPE ARC�ITECT5
COMPACTED 501L 1121 RIDGENOOD AVENUE POLLY HILL FLORIDA 32118
UNDER CONCETE (586) 6-7-7-68ql FAX (386) ro-7-7-:2114
DECK
MAIN DRAIN EXTRA #3 EARS
5UCTIC11 —I - ------- ------- CONTINUOUS
-------------- ------- TYPICAL
---------------------------- -------------------------------
IRE51DENTAL 5WFOOL
0 0 #3 EARS 12"O.C. DE51(SN FOR
0 0 0 0 VERTICAL AND
008000
000 0.00
I v HORIZONTAL (TYP) FOOL5 AND 5FA5 OF CENTRAL FLORIDA
0 0 0 (GRADE 40)
0.00 0
MAIN DRAIN A/REL EF o' O)o o 00,0,
PLUG OR 2" 0 000 0 00
00 0.000*0
HYDR05TATIC RELIEF 0 0 0 0 0
000 - 0 0
VALVE, IF REQ-D. 0-.000 0 -7
0-
0. THIS SIGNED AND SEALED SHEET 15 TO BE USED A5 A MASTER
ROCKBED FOR A MAXIMUM PERIOD OF ONE
FILE COPY . IT AILL BE USED
YEAR EXPIRING ON 12/31/13. IF THE FLORIDA BUILDINO CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAV41NO
MAY BE RENDERED VOID.
SEC
MON j- -2�
PARKER MYNCHENBE �3-, F .E. #52645 SHEET 2 OF 4
1000L SONDINO NOTfts
50NOINC,CONDUCTOR
S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REEAR AS FROM POOL OR APPARATUS
1. EQUIPOTENTIAL E30NOING OF PERIMETER SURFACES REQUIRES A SHOWN,4 LOCATIONS,MINIMUM AT EACH SEPARATE BODY OF WATER,U51NG A 08 AV40
COPPER CONDUCTOR;MINIMUM 08 Al,-4G BARE SOLID COPPER BARE SOLID COPPER CONDUCTOR.FOR NON-CONDUCTIVE POOL 5WELL5,BONDING
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER AT 4 POINTS SHALL NOT BE REQUIRED.
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE k4ALL5
OF THE POOL AND�,41-11014 15 SECURED WITHIN OR UNDER THE 11. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
PERIMETER SURFACE 4" TO ro" BELOW 5UBGRADE.THE PERIMETER THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL NEC 680.26 (VERIFY LOCATIONS) USING 08 AP40 BARE SOLID COPPER WIRE�
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY L157ED MEANS THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING,BUT NOT LIMITED TO,ALL
HANDRA11-5,DIVING BOARDS,AND LADDER GRABRAILS IN THE POOL AND SPA AND
PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM HORIZON USING 08 AWC7 BARE COPPER WIRE. NOTE I
AND INCLUDE ALL METAL HIRING AND ALL FIXED METAL PARTS THAT ARE V41THIN 5 FT.
OF EXCAVATION. TALLY OF THE IN51DE HALL OF THE POOL(5PA) AND 12 rT VERTICALLY ABOVE
3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND F007ERS THE MAXIMUM WATER LEVEL OF: THE POOL
ADJACENT TO THE POOL (WITHIN 5 FT),TW15 REBAR SHALL BE BONDED U51NO
#8 A14G BARE 50LI 11, ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED 70 POOL AND SPA REBAR
D COPPER CONDUCTOR BY L157ED MEANS PER NEC 250.8 PER NEC 680.THE COPPER BONDING CONDUC70R SHALL BE 50NDED TO THE
70 THE BONDING CONDUCTOR. REBAR AT 607H THE POOL AND 7HE SPA,PER NOTE 8,ABOVE,WHICH SHALL, IN
4. LOCATION OF COPPER BONDING CONDUCT-OR,BONDING JUMPERS,AND CONNECTIONS TURN,PROVIDE BONDING OF THE LUMINAIRE NICHE5.
SHOWN ARE DIAORA!""A71C ONLY.CONTRACTOR SHALL FIELD ROUTE 70 DETERMINE
EXACT LOCATION.BONDING CONDUCTOR 514ALL CONFORM 70 THE SHAPE OF THE POOL 12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
WHILE MAINTAINING SMOOTH RADIAL CURVES- NO clO* RADIUS SHALL BE PERMITTED. THE POOL AND ITS PER�METER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
5. RE515TANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS.
6. IF REQUIRED,ALL GROUND RODS SHALL BE 5/8"COPPER CLAD STEEL,S' LONG NOTE I
AND DRIVEN 70 A DEPTH OF 28" BELOW FINISHED GRADE,MINIMUM,AND WHERE
USED SHALL BE BONDED U51NG 08 AWG BARE 50LID COPPER CONDUC70R BY L157ED
MEANS PER NEC 250.8 70 THE BONDING CONDUCTOR. NOTES 2 AND 3 SPA NOTE I
1. SPECIAL CASES MAY INCLUDE,BUT ARE NOT LIMITED TO,VANISHING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING(VERTICAL) GRADES,DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS,570P/RE7AlNING WALL5,AND ZERO-1-07 LINES.
IN THESE CASE5,7HE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
W17P NEC G150.26,NOTE 1 (ABOVE),AND DIREC71ON FROM THE AUTHORITY PAVING BOND JUMPER MINIMUM 5/8"DIAMETER
& NOTE 8 OD FROM POOL R55AR OR
JUR15DICTION(APJ). THE ELECTRICAL CONTRACTOR SHALL 5r=RESPONSIBLE FOR N07E 3 COPPER&ROUND R BONDING CONDUCTOR
COORDINATION OF THE BONDING WITH THE AP-1 IN THE DETERMINATION OF ITS TYF31CAL TYPICAL DRIVEN UNTIL MAXIMUM
APPLICATION OF THE NBC. RE51STANCE VALUE Or
25 OPM515 REACHED
N07 3
TYPICAL
BOND JUMPER (IF USED) NOTE I
NOTE q
TYPICAL BOND JUMPER
NOTE! 10
TYPICAL =TER
5/8'DI r
r-ROUND ROD
UNTIL MAXIMUM
N'E VALUE or
C'r
5 EA :D
NOTEI
CO3 TYPICAL BONDING TYPE-5
5W41MMING POOL LT FIXTURE NOTES 1,4,
NOTE 11 NOT TO SCALE
5 AND 8
13 TYPICAL NOTES:
1. 5PLICE5(WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
LADDER,HANDRAIL,
DIVING BOARD,ETC. TYPICAL POOL BONDIN G PLAN
/TRANSFORMER
NOT TO SCALE
PUMP MOTOR
JUNCTION BOX
(IF USED) BONDIN G LEGEND
15OND CONNECTION,PER NEC 250.8
PARALLEL TAP CONNECTION,PER NEC :250.8 PARKER MYNOWENBER G 4 ASSOC, INC.
UNDERGROUND BONDING CONDUCTOR, 08 AW<9(MINIMUM)
PROFE55IONAL ENGINEERS LANDSCAPE ARCHITECTS
1'72-1 RIDGEWOOD AVENUE HOLLY PILL FLORIDA 32118
POOL LIOPT NICHE (38G) 6'7'7-68ql FAX(38G) 6-1-1-2114
METAL CONDUITS
OR PIPING SYSTEM
CONTROL PANEL(5) TYPICAL
RESIDENTAL 5WFOOL
FOOL
REINFORCING DE51GN FOR
STEEL C;]C;]Cg]Eg:Pl FOOL5 AND 5PA5 OF CENTRAL FLORIDA
1110-0111 NOT VALID kIITPOlJ7
PEA7ERCASE
N
TYPICAL POOL 50NDIN C-7 SCAEMATIC TH15 SIGNED AND SEALED 5HEET 15 TO BE USED AS A MA5TER
FILE COPY . IT WILL SE USED FOR A MAXIMUM PERIOD OF ONE
NOT TO SCALE YEAR EXPIRING ON 12/31/13. IF THE FLORIDA BUILDING CODE
JA 15 ALTERED OR MODIFIED BEFORE THAT DATE, TH15 DRAWINO
50HEMATIC NOTE5i \, —
MAY BE RENDERED VOID.
1. THE EQUIPOTENTIAL 50NOING OF ALL CONDUCTIVE POOL SHELLS,PERlt-lETER SURFACES,
METALLIC COMPONENTS,UNDERWATER LIGHTING,METAL FITTINGS,ELECTRICAL EQUiPMENT,
AND METAL NIREHAYS/00NOUIT5 SHALL BE IN ACCORDANCE WITH NEC 680.26.OR,AS
ACCEP7ED BY THE AUTHORITY PAVING JURISDICTION(AHJ).
PARKER'HY VC*4�Lt�N�5�tR-,,F`5�#52645 SHEET 3 OF 4
51-ro"MIN.DISTANCE
LESS THAN I ON I
4" DECK 03 BAR AT 12" ON CENTER 3-1/2" TYP (2) 05 1 CONT. (3) 1 CONT.
BAR TO BE 5 1 LONG ALL SLA65
THE FOOL CONTRACTOR -F11J,
SHALL PLACE ALL STEEL IF
1 1 IN 6 OOL k4ALL AT NO
N IN THE P
OR MORE THAN G" ON CENTER
STEEPER W DIRECTIONS IN
IN E30T Jill I IE:l I I
ANGLE I
f AREAS I-IHERE THE
I FT 11 G� < OF I IN ENCROACHED Hill-
LIF
T_ ON OR THE POOL 5PELL
I I ENCROACHES INTO THE
T IN
AREA.
12"-1 1 TO 1
MAX. STWO Wom 11100TINS
KAT VLOMNO POOTINS I I�Tm A'Tm m., re IN P DT TYM 2 45*
ly 2
TURN DOWN 120OTER DETAIL Tym I
SLAB-FOOTINGS DETAILS
2500 MIN.0UN1TE MAY BE 5UB51TIUTED
FOR 3000 111 CONCRETE
USE GXG jollo J,4W OR FIBER I'll
4 BAR AT 12"ON CENTER CURE FOR ONE k4l BEFORE INSTALLING
ANCHORS. STRINGER TO BE SUPPORTED By
EXISTING STRUCTURE =ANCHOR
CLEATING TO SUITABLE
1-03 BAR J:)J SUCH AS A 2"X 4" ATTACHED
CONTINUOUS k4 TAPCON5 TO
2"X 4" STRINGERS ITP ANCHOR NAILS OR
BRICK PAVER CRETE LANAI OR
< CONCRETE PAVER DECK PLACED AT 2 FT ON EXISTING CON
POOL DECK UNDATION.
L AREAS RLICTURE OR ITS FO
CENTER IN AL EXISTING 5T
STEEL TEX FORM V41 EXISTING STRUCTURE
f
STRUCTURAL STEEL
4 BAR AT 12" ON CENTER IN PLACE TO BE
1-05 BAR VERTICALLY 4 MIN INDEPENDENTLY SUPPORTED
5G" ON CENTER
Ak4AY FROM 5HORIN(9-
12'
1-05 BAR a 5=3/4" X A USE 1/2" PLYV4000 SHEETING
CONTINUOUS 5000 PSI CONCRETE VA/2-03 REBARS THE FOOL SHELL 1,,4ALL SHALL BE
CONSTRUCTED AT G" THICKNESS. OR EQUIVALENT BUIL01MG
5 1 AT ro" ON CENTER MATERIAL TO RESTRAIN SIDE
-11, 1117
RIBBON FOOTING BOTH V4AY5 IN AREAS THAT EXTEND OF EXCAVATION
W/ IMAVM DECK INTO THE ANGLE OF REPOSE
PAVER DECK
5ACKJ BEHIND 514ORING TO
TURNDOWN DETAIL PREVENT UNDERMINING OF
24"
EXISTING STRUCTURE.
STRINGER MAY BE DRIVEN
ININS HALL INTO GROUND MIN.q" PROVIDE I-tEF-P HOLES AS
2 FT RETA OR OTHEI 5UPPO APPROPRIATE,
�,-KINO
RETAINING NALL 3000 P51 PUMP MIX CONCRETE TO PREVENT FROM K14
PNEUMATICALLY APPLIED. OUT AT BASE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT I SHELL AS
RAI-IDLY AS CONDITIONS HILL
SWORING DETAIL
ALLOVA,THERE 15 NO SUBSTITUTE
IN LOCATIONS 1,4HERE EX15TINO FOUNDATION 15 FOR RAPIDLY BACKFILLING
TO ADVERSE CONDITIONS EXCAVATION TO PREVENT
T14REATENED BY UNDERMINING DUE
all AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED. UNDERMINING OF ADJACENT
04 BAR CONTINIOU5 STRUCTURE.
INC.
PARKER MYNOWENBE" 4 ASSOC.$
PE ARCHITECTS
PROFE55IONAL ENGINEERS LAN05--A
#4 BAR CONTINIOU5 1121 RIDGEI,400D AVENUE HOLLY HILL FLORIDA 3211-7
(38G) G-7,1-G8111 FAX(386) 6-1-1-2114
#4 BAR AT Gl-o"ON CENTER -
1,41TH CELL FILLED 1-41TH CONCRETE
04 BAR AT G'-O"ON CENTER
TYPICAL
WITH CELL FILLED V41TP CONCRETE
RE51DENTAL 5WIFOOL
04 BAR AT 12"ON CENTER DESIGN FOR FLORIDA
04 BAR AT 12" ON CENTER FOOLS AND SPAS OF CENTRAL
USED AS A
SEALED SHEET 15 TO BE
TP15 SIGNED Al
FILE COPY . IT k4ILL I
=RIOD OF ONE
USED FOR A MAXIMUM F"
YEAR EXPIRING ON 12/51/13. IF THE FLORIDA BUILDING CODE
24" 15 ALTERED OR MODIFIED E3EFORE THAT J TH15 ol
2 �_20i 3
24" - MAY 5E RENDERED VOID.
3 r-T 4 INC14 BLOCK WALL
2 FT 0 INC14 BLOCK KALL NALL 5000 p5l fUmp*MIX CONCRETE
Mp MIX CONCRETE
V4ALL 3000 F`51 PU SHEET 4 OF 4
PE. 032645
PARKER 1YNCPJ