BP-09-893_Plans 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 t� `
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 P
CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS.
t k
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL f A
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF tl v
NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN
AND ALL DIMEMSIONS PRIOR TO CONSTRUCTION. POOL EQUIPMENT
( Landscape Screen
6). CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE
MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS Equipment Per Code)
REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD Existing Gate w/ Existing Under
A DISTANCE OF 10' FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. 450 Amp Self- Latching Existing pang Self Closing Chain Link Fence Ground Wire
7). ALL POOL ENCLOSURES SHALL CONFORM TO R4101.17.1.1 THROUGH 17.1.14 FBC -2007. - - -
I (See Note 21) (See Note 7) Pole
8). WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR - _ , _ _ . . ............. ..
BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL 127
I Property Line C _ Existing 4'
_
BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL .50'
LOT 12
OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL ,, Chain Link Fence (See Note 7)
I 37.50' - - I 1 �
IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY ' BLOCK 4
SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE Exsiting N Existing 500 GaL o
WALLS IS REQUIRED BY THE PROPERTY OWNER WHEN EXCAVATING --- - - - - -- _______ -
1 Wall _ _ _ _ _ _ _ _ _ _ _ _ _ _ �O Existing 1200 Gal. Dosing Tank b
FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT. WHEN
Septic Tank To Main To Main
DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER 1 I I I I I i
IMMEDIATELY FOR FURTHER INSTRUCTIONS. I I I +I t
ONE STORY GUEST HOUSE
9). THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE I I L
PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED y I Water Meter
1 I Drive Way I I Gate w/ I j \ s. Existing
WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE
I I -J
1 II Self rr = = =
PLACED IN 12 INCHES THICK LAYERS. EACH LAYER SHALL BE COMPACTED I I I I
TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. Self- Closin I !! See Note 2 d I fig.
SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER 1 L_
10). WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES �° Exing
o ! Exsiting Wall altll Pool Deck
SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL Z I 1 Wall 6 Elev.12.34'
BE BY OTHERS. °
11). DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. M I -----
• ,� r--- - -_ 3 POOL Existing 4'
12). WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS I � _ _ _ - _ _ / / \ P Chain Link Fence
OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL , 1 ! I \ \ (See Note 7)
REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ! I I
ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND I ! 1 �� Existing
- 6
CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL Cn I v , j j , 3 Water Line) LOT 13
13). THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS
I BLOCK 46
NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT 1 I I I ________ -------- J _
THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. rrI _ - - - - --
14). ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE II / 0, \\\� JJ
^� 4 High Child j
F.B.C., 2007 EDITION, AND ARTICLE 680 N.E.C., 2007 EDITION. I �� ' -R Fence B Owner I
ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL
THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING 1 1 �� oti� �' <G (See Note 27) �!
1
INSPECTION IS CALLED FOR AN APPROVED PRIOR TO PLACEMENT OF I /�/ ONE STORY RESIDENCE
CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS I /
< F. F. ELEV.13.34' II s
DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS
PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL 1 \ r�
$Z
1 �\\ ! / Gate w/
METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS ! ��� Ij? / Self - Latching
CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM POOL
/ ��� ^ I I Self - Closing
WATER'S EDGE, SHALL ALSO BE GROUNDED. I ' ��� j ^ N� I Exis (See Note 21)
15). POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING N � I ting
OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER 37.50' A/C NG
LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK
R ,A
EINFORCINGND PUMP MOTOR CASING. D X N FIELD
!
16). FILTER BACKWASH SHALL COMPLY WITH THE FLORIDA BUILDING CODE I / Existing 4' Chain Link Fence
2007 R4101.20.1 /
17). POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING L ink Fence
4 / / (See Note 7)
Chain L
CODE- 2007 R4104 EDITION. 1 �1 Chain
18). TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM + ^?�\ (See Note 7) /
WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. t \ /
19). UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF \
UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF 0
0,
HAS BEEN UTILIZED FOR DESIGN PURPOSES.
20). ALL TREADS SHALL HAVE SLIP - RESISTING SURFACES
PER ANSI/NSPI -5- 2007.6.1.5 \
PER FBC 424.2.17.1.2 R4104.17.1.8 /O
21). ACCESS GATE REQUIREMENTS P ,
FBC- 2007:
- GATES SHALL BE EQUIPPED WITH A SELF - LATCHING &t LOCKING Ar,
DEVICE, 54'(1372 mm) ABOVE FINISH GRADE ELEVETION.
THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE
GATES SHALL OPEN OUTWARD AWAY FROM POOL o \
d fk
THE GATE SHALL HAVE NO OPENINGS GREATER THAN 1/2' (12.7mm) WITHIN 18' (457mm) /
OF THE RELEASE MECHANISM. \ /
22). WHERE A WALL OF DWELLING SERVES AS A PART OF THE BARRIER,
ONE OF THE FOLLOWING SHALL APPLY. R41011719, FBC -2007: \
A). ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE \
HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM
COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE \
RATING OF 85 DB AT 10 FEET AND IS EITHER HARDWIRED OR ��
OF THE PLUG -IN TYPE. (� \
B). ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO \
THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF- LATCHING
DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING.
23). THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS CC JJ
OF THE FLORIDA BUILDING CODE 2007, SECTION 424.
24). SOIL STATEMENT:
BASE ON A VISUAL OBSERVATION, THE SOIL ON SITE Ql ,
CONSISTS OF SAND AND ROCK WITH A PRESUMPTIVE V
BEARING CAPACITY OF 2,000 PSF. THE MINIMUM
BEARING CAPACITY REQUIRED FOR THIS PROJECT IS V� \
1,000 PSF. IF OTHER CONDITIONS EXIST, THE CONTRACTOR
SHALL NOTIFY THIS ENGINEER FOR INSTRUCTIONS.
A LETTER WILL BE PROVIDED UPON EXCAVATION TO VERIFY
THE SOIL CONDITION. A .F. WEBBER III, P.E.
25). ALL CLEANER SUCTION INLETS SHALL BE
PROTECTED BY AN APPROVED, PERMANENTLY INSTALLED CONSULTING ENGINEER
SELF- CLOSING FLAPPER ASSEMBLY AS
PER FBC -2007 424.2.6.6.5 OR RES. R4101.6.6.5, FBC -2007.
P.O. BOX 220054
PLASTIC PIPE SUBJECT SUNLIGHT EXPOSURE
SHALL BE PROTECT AS SITE PLAN HOLLYWOOD, FL. 33022
PER FBC -2007 424.1.6.4 OR RES. R4101.6.4, FBC - 2007.
SCAT E: I °= zo'-o° TEL. 954) 849 -5831
26). TERMITE APPLICATION PER FBC SEC. 1816.1. (IF APPLICABLE)
A.F. WEBBER III, P.E.
27). REMOVABLE CHILD BARRIERS MUST
FL. REG. NQ. 22203
BE PLACED SUFFICIENTLY AWAY FROM
WATER'S EDGE .SUFFICIENTLY AWAY FROM
WATER'S EDGE MEANS NO LESS THAN
22 INCHES (508mm) FROM THE BARRIER PLATT RESIDENCE
PG G fx PtG
TO THE WATER'S EDGE. FBC R4101.17.1.13. w A
POST
cacao" ..
ONE END OF A REMOVABLE CHILD BARRIER
LOT: 12 & 13 /BLOCK: 46 C _
SHALL NOT BE REMOVABLE WITHOUT
THE AID OF TOOLS. FBC R4101.17.1.2. (IF APPLICABLE) SUBDIVISION: MIAMI SHORES SECTION 1
SCREWS
L BRACKET
POOL DECK
ADDRESS: 290 GRAND CONCOURSE
ANCHOR 36' F 36 36' 36' MIAMI SHORES, FL. 33138
N
This Diagram for Baby Fence Requirement, Where one Post must be - DRAWN DATE: 02/18/09 A.F. WEBBER III, P.E.
attached to the deck so that it must be removed with the use of a pool ORDER: 863 CONSULTING ENGINEER
T l
C ' PV Sleeves We use an L Bracket with a concrete anchor and a screw into the 1 YP .
anchor and a screw into the Post. For more information -
JOB #: 09 -29 FL. REG. N0.22203
(Please see Protect - A - Child Sheets) Driven into The Ground 18' to 24' Deep - Spaces 36' Apart
Bottom Of Mesh Fence Meets Ground Level Of Grass - PVC
BABY FENCE DIAGRAM Sleeves Secured With Concrete. S ALE S MAN: DAVID W. CRAM
SCALE: N.T.S. MESH FENCE DETAIL DRAWN BY: LAN
SCALE: N.T.S. REVISIONS:
1
2.
3.
SHEET 1 OF 4
VAN KIRK & SONS, INC. :05/27/09
Directions
I -95 South To N.W. 95th Street- East
To Grand Concourse- Turn Right o
50' PROPERTY LINE _ _ _ _ - - - - - - - I House On Left Side.
— 127 _ _ _-- 2" Blower Line
290 Grand Concourse
� MAP
– - - — - - - - 1 -1/2" Pool Returns Miami Shores N.T.S.
POOL EQUIPMENT 3" Pool M.D's. N.W. 95th Street
( Landscape Screen LOT 12
I
3 ,
Eaulpment Per Code)
2 - S p a M. D s. 1/2 Spa Jets BLOCK 46 ���'
1 -1/2 Spa Return I
P �o
° °•• I
N.W. 94th C� Street
......
.
. • �
...
' •• : ; ::: C�� House
- - 2 " Skimmer ,
-------------------------------------------------------------------------------- - - - - -- ------ - - - - -- � :• 2" Vac Line
------------------------------------------------------------------------------- - - - - -- — , :;;::
L SPECIFICATIONS
1HP #8 AWG GROUND WIRE 360
BLOWER POOL SIZE: 16'X 32' POOL DEPTH: 3' X 5'
I �
' ' : 1::' ■'• ::
' ° ' ' ° ° ° ° ° AROUND POOL WITHIN 18" TO 24" POOL GALLONS: 15
. 1 . ' • • . POOL PERIMETER: 101 L.F.
OF WATER'S EDGE. CONNECTED
° ' 1 ° ° ° ' ' ° POOL PUMP: 2 HP PHPM POOLS . FTG: 525
' ° ' �' TO FOUR EQUAL BONDING POINTS
ONE STORY GUEST HOUSE ' ' E I E � E E � @ 60' TDH/ li0 GPM'S
1 ? TO THE POOL STEEL AND �-�+ CHLORINATOR TYP: SALT
TO THE EQUIPMENT FILTER SIZE: 200 CARTRIDGE UMBRELLA SLEEVE: YES
BONDING WIRE NEEDS TO BE
CAP TILE ON STEPS: YES GEM FINISH: YES
4" TO 6" BELOW GRADE AND
I POOL RETURN: 3 DECK TYPE: TUMBLED MARBLE
Light Switch ' 1 ° ° ° ° ° ° SECURED IN PLACE.
° 1 4' Hi h Child
Location SKIMMER:1
POOL ENCLOSURE: EXISTING
Fence -B Owner POOL LIGHT: 1 COLOR VAC LINE: YES
■. ■,....
E E I E@ E@ (See Note 27)
----------------------------------------------- - - - - -- , : c e E : ? : E I CJ�' T SWIMOUT: 2 POOL HANDHOLD: N/A
------------------ - - - - -- 7 Dia. Spa w/
HEATER TYPE: HEAT PUMP PILING POOL: N/A
(6) Jets
I •= CLEANING SYSTEM: N/A
.. ............... ................ .......... ....... .... (1) Color Light titir HEATER SIZE: 5
.. ................................................ ...............................
.■ ..•• ............................................ ............................... .............. . ............. ............:..................................
......................................... ............................... ...,. I
:...... . . ... °`...... ........... °:........ ..........::: • •o•• TURNOVER RATE: 2.6 HRS_
EXISTING ' •`®®®®®'®® ........................ ............................... ......................... ... 1 24 S I
illwa
:• •' ••• • ' () Spillw SPECIFICATIONS
COV'D TERRACE ,' ::' & +12" Raised SPA
. , ♦ ,. . ,
----------------------------------------------- NOT TOUCH) ♦ ♦ ® �� ®♦ : ''• , ®� ° ° ®♦ '•' SPA SIZE: T DIA. SPA PUMP: SHARE W/ POOL
J
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
•. • SPA PERIMETER: 22 L.F. SPA RETURN: I
♦ °i� ; ''' / SPA S . FTG: 38 S.F. SPILLWAY SIZE: 1 24"
% SPA LIGHT: 1 COLOR AIR BLOWER: I HP
® SPA JETS: 6 STEP IN SPA: YES
:: I co . .....
.-, ♦ .,
Umbrella Sleeve % j, ; % ��'� '�': SPA RAISED: +12" SPA HANDHOLDS: YES
-6 s / :' SPADANDY: N/A SPA SIDE REMOTE: N/A
•:
, A • � MISCELLANEOUS EO S ITFMS
o
/ 3 . 4' Swimout j
------------------- - - - - -- ----- - - - - -- Pool Deck ®® ;; -' , - ��t 0 1 A.F. WEBBER III, P.E.
---------------------------------- - - - - -- Elev. 12.34 • :••.. ♦ . / � So
Cleaning Line 1 CONSULTING ENGINEER
® w/ Vac Lock 1
•., .• P.O. BOX 220054
' ••'• •: °•., ® ♦i 4' Swimout 1 HOLLYWOOD, FL. 33022
EXISTING ''• ♦ ®��•,;. 1 TEL. (954) 849 -5831
COV'D TERRACE / ♦ ; A.F. WEBBER III, P.E.
•• , ♦ �,•' FL. REG. NO. 22203
N OTE: DO NOT TOUCH - / ' • '' Y.
i ® ® ® ® ® ® ®m ® ® ® ® ® ® ®�. ® ® ®®
GFCI RECEPTABLE RES IDENCE
�, ., � ... LOT 13
PLATT RES CE
D N
SHALL BE LOCATED � / -•--•---•------••-••--•-
NOT CLOSER THAN \\ `` \\ , / Tumbled Marble BLOCK 46 LOT: 12 & 13 / BLOCK: 46
10' NOR MORE THAN ';;,;� SU MIAMI SHORES SECTION 1
POOL PLAN 20' FROM WATER EDGE /' 4 � �� ADDRESS: 290 GRAND CONCOURSE
SCALE 1/4 "=1' - 0" , / �����° MIAMI SHORES, FL. 33138
DRAWN DATE: 02/18/09 A.F. WEBBER III, P.E.
---------------------------------------------------------------------------- - - - - - ORDER: 863 CONSULTING ENGINEER
------------------------------------------
-- --------------------------- -- -- -- JOB #: 09 -29 FL. REG. N0.22203
I I
SALESMAN: DAVID W. CRAM
-------------- - - - - -- NOTE: I
/ ONE STORY RESIDENCE ;�, ------------------ - - - - -J ; i DRAWN BY: LAN
All Doors / Windows I
I REVISIONS:
F. F. . .
' / Alarms By Owner- See Note 22
------- - - - - -- ---- - - - - -- ---- - - - - -- . - F F ELEV1334'
-------- - - - - --
� 1.
/
- NOTE: I '
/ � , 2.
Windows & Doors Alarms 3.
By Owner SHEET 2 OF 4
VAN KIRK & SONS, INC. DA . :0 2 �9
__ - -- - -- - -- TIJIS SHEET FOR LAYOUT DIMENSIONS ONLY
127.50' PR LIN
POOL EQUIPMENT
Screen I
� Landscape LOT 12
Equipment Per Code)
BLOCK 46 �
I
Directions
I I -95 South To N.W. 95th Street- East
To Grand Concourse- Turn Right
House On Left Side.
0 1 290 Grand Concourse
------------------------------------------------------------------------------- - - - - -- --------- - - - - -, I
I I � Miami Shores
I I �
1HP `
I =
. I
BLOWER °O
I I
0
I I
ONE STORY GUEST HOUSE
I I
I I �
MAP
N.T.S.
I I
Li ht Switch � � N.W. 95th Street
g II
Location �
---- �
I I
I I
_______ ____ ________ ___________ _ -J
-- - - - -- - - -- -- - - - - -- -------------- - - - - -- - - - - - - -
I�
N.W. 94th C� Street
1
I
EXISTING C� House
b
COV'D TERRACE Tumbled Marble I '
I
I
.:..:. ......
' (DO NOT TOUCH) 6
----------------------- - - - --j
---------------------------------------- - - - - -- -
\
M `
\
- 611 / 11-
oQ
W
------------------------------ - - - - -- Pool Deck
- ----------- -------------------------
Elev. 12.34'
o
rn
i . '
------------------- - - - - -- ----- - - - - -- l °gy A.F. WEBBER III, P.E.
L ------------------------ ----------- - - - - --
CONSULTING ENGINEER
P.O. BOX 220054
p HOLLYWOOD, FL. 33022
EXISTING / 18 "R 1' -6" TEL. (954) 849 -5831
COV'D TERRACE A.F. WEBBER III, P.E.
(T
DOTE: DO NOT TOUCH FL. REG. No. 22203
GFCI RECEPTABLE PLATT RESIDENCE
e.
LOT 13�®
SHALL BE LOCATED / o - ° ® ® ®•
° BLOCK 46 L OT: & 13 / BLOCK: 46
U
NOT CLOSER THAN , . / �° r ,
� o �
10' NOR MORE THAN '`,,�,, �' � o � SUBDIVISION: MIAMI SHORES SECTION 1
POOL PLAN W FROM WATER EDGE /'' �° �� ADDRESS: 290 GRAND CONCOURSE
SCALE 1/4 " =1' - 0" , , /' ��° �'° o MIAMI SHORES, FL. 33138
DRAWN DATE: 02/18/09 A.F. WEBBER III, P.E.
' 7' -3" 6' -1" 5' -5" 10' -2" 13' -0 " ORDER: 863 CONSULTING ENGINEER
---------------------------------------------------------------------- - - - - --
I � JOB #: 09 -29 FL. REG. NO. 22203
SALESMAN: DAVID W. CRAM
\` `� ---------------- - - - - -- I I I
/
ONE STORY RESIDENCE ______________________J NOTE. ; DRAWN BY: LAN
All Doors / Windows
F. F. ELEV. Alarms By Owner- See Note 22
I REVISIONS:
---------------------------------- - -�'�i �\ �\ /
________ _______ ____ __________________�� `� `\
I I 2.
1 I
I 3.
/\ �\ SHEET 3 OF 4
1 -�
. -/ VAN KIRK & SONS, INC D 27/09
32'-0' 4" X 8" # 3 CONT.
BEAM
10' Dia. M.D.'s w/ W. 2
5'-0*
Anti-Entrapment Covers
71-011 27'-0' & Grate Secured w/
MARBLE PAVERS SET IN SAND
G SPA BEAM 0 Amper Proof Screws
BN BRK/ ON COMPACTED FILL
V4� WATER AND COPING Pool Water Level NOTE: SECTION CONFORMS COPING
cam TO F.B.C. 2007
1 v�`� L1ti� 1k I POOL
S SLOP
POOL DECK = I POOL DECK o WATERLINE
3' 2 HP PHP)M
V COPING 4 COPING @ 60'TDFV 110 GPM 3'
1:7 MAXIMUM 5' (ANSI - ASME A R2.19.8M 2007) II II II�III VIII VIII) I (III
IT: SLOPE 10'Dia. M.D.'s w/
0 4 Anti-Entrapment Cover MAIN DRAIN 6"' •
IHP
BLOWER 6" WALL W. # 3 AT & Grate Secured w/ 6" CERAMIC
II^ POOL Amper Proof Screws CONNECTION DETAIL
6" O.C. EACH WAY 13 MAX - POOL TILE
18" HIGH WALL SLOPE N.T.S #3 @ 10" HORIZONTAL
OR W. 2 MATS OF # 3 BENCH (TYPICAL) (Per ASME/ANSI A112.19.8M-1987, ASME AM.19.8-2007, APSP-7) •
1 0 51
AT 10 Part Number: Aqua Star 10AVDDI0I # 3 AT 10" ON CNTR
O.C. EACH WAY ' HYDROSTATIC Description: Round Anti-Vortex Suction Outlet
EACH WAY. •
RELIEF VALVE A' size. 10
Open Area. 11.2 in 2
#3 @ 10' VERTICAL
AZ 206 GPM @ 5.8 fps RADIUS
r Rat #3 @10" On Ea. Way S p )a Floor WELL POT Floor Flow Ra 206 GPM VARIES 3" CLR
Wall Flow Rate: 96 GPM
This product has been tested to ANSI/ASME 112.19.8-2007 (addendum Sa-2008) (TYP)
2 - 10' SPA DRAINS W. APPR VED L 3" TO PUMP LONGITUDINAL POOL SECTION ROCK BED per 4 1404 of the Virginia Graham Baker (VGB 2008) Pool and Spa Safety Act. APPROVED
GRATES SECURED W. SCREWS SIZE VARIES Certified by. Underwriters Laboratories, Inc., 2929 E. Imperial Highway, •
N.T.S Suite 100, Brea, CA 92821-6729. FINISH
SPA DETAIL
SCALE: N.T.S. STEELTEX FORM OR
KRAFTBOARD OR EQUIV.
Pool Water Level 11-01 11-01 LO'
C)
u
1r)
#3 @ 10' Horizontal 6" MIN. POOL #3 @ 10'0.C. EACH WAY POOL FLOOR
FLOOR THICKNESS
w
PIPING SCHEMATIC i Fo Ne r Pool
Equipment Fed #3 @ 10' Vertical WATER LEVEL- TYPICAL WALL SECTION
From 100A Breaker N.T.S.
TILE
EXISTING 3 AT 10'O.C. EACH WAY SKIMMER
THROAT
EXISTING 150 AMP C 7.
Existing
SUB-PANEL
SP 1078 FLAPPER VALVE
01 Panel In 100 AMP
-
- ASSEMBLY AND SELF RELEASING
Maid's (2) #8, (1) #10 SPRING LOADED CHECK VALVE
0 1/2'Cond. ENTRY STEP DETAIL
-2-45 ELS.
da Quarters
Scale. IJ2'= F-0'
Heat Pump TR] SEE PLAN r
F TO FILTER PUMP 2X4 BRACE AT 24'C/C
O I 1HP - ANCHORED TO SLAB W.1/2' EXISTING HOUSE
Blower (b NOTE: EQUALIZER WEDGE ANCHOR AND FLOOR OR EXIST.
-3 #12 NAILED TO SHORING
400 AMP
FORMING GFC! RECEPTABLE W/ VALVE W. 2-16d
SHEELS DIVING S DRAINS LADDER EXISTING METER 1/2'Cond- SHALL BE LOCATED HEATER FILTER POOL
BOARD DECK _j
POOL & DECK DRAINS Pool Light_____�' Pool 2HP NOT CLOSER THAN PUMP MOTOR(S) POOL SKIMMER DETAIL
10' NUR MORE THAN N.T.S.
&D
E-
O
S1
A
S]
2
4'�
T T
REDW SUM R_ RCING J.Box 20' FROM WATER EDGE (4) 5/8' DIA. X 4' CONTINOUS
WATER Pump
Existing I a(D POOL
CIRCULATING FENCE METAL HIL TI KWIK BOLTS
EQUIPMENT DOOR FRAMS, FCOND t u 6' THICK REINFORCED WALL
ECT, (5 FT V hlo �� CONCRETE SLAB PER 1/2'PYWOOD SHEATING ON
ELECTRICAL I F.B.C. 1820.3
x,sring Service Equipment TX 4" VERTICAL BRACE
PANEL POOL (4)1/2' DIA. X 3" t I @ 24'0.C. DRIVE BASE
I
COVER
MOT
GROUND FIXED METAL= 5 FT MOTOR HIL TI KWIK BOLTS
BAR FROM WATER EDGE (1) 12V Color Pool Light
(1) 12V Color Spa Tight GENERALD NOTE:
COMMON BONDING DETAIL 1). POOL MECHANICAL EQUIPMENT ANCHORAGE HAS
N.T.S. 1/0 Wire BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13; BRICK POOL PATIO
COMMON BONDING WIRE PERMITTED TO BE: Existing 2). ALL EQUIPMENT SHALL BE PLACED ON A SINGLE 3-1/2'
• STRUCTURAL REINFORCING STEEL RODS THAT ARE I EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED.
BONDED TOGETHER. Existing 150A Service SHEETING & SHORING DETAIL
• WALL OF BOLTED OR WELDED METAL POOL For Maids Quarters. 12° MAXIMUM
• SOLID COPPER CONDUCTOR NO. 8 OR LARGER. I New Pool Equipment EQUIP. ANCHORING DETAIL APPROVED HANDHOLD GENERAL NOTES: N.T.S.
• BONDING WIRE SHALL BE 360° AROUND THE POOL Added To This Panel
AND SPA WITHIN 18' TO 24' OF WATERS EDGE. Existing 150A Service N.T.S VV7R MAX. SPACING @ 48' 1. SHEETING WILL BE REQUIRED BETWEEN
CONNECTED TO FOUR EQUAL BONDING POINTS For Maid's Quarters. THE EXISTING PORCH OR RESIDENCE
TO THE POOL STEEL AND TO EQUIPMENT. New Pool Equipment I POOL ELECTRICAL SCHEMATIC AND THE PROPOSED POOL. SHEETING SHALL REMAIN
Added To This Panel. UNTIL THE CONCRETE ATTAINS INITAL
N.T.S STRENGTH AND THE AREA IS BACKFILLED.
2. ABOVE REQUIRMENTS ARE MIN. AND
HANDHOLD DETAIL ACTUAL SHEETING DESIGN SHOULD BE DETERMINED
IN THE FIELD IN ACCORDANCE WITH SITE CONDITIONS.
Waterline N.T.S 3. A TEMPORARY GUTTER IS RECOMMENDED UNTIL
AREA IS BACKFILLED AND CONCRETE IS IN PLACE
fn #3 @ 10' Horizontal
I LOAD CALCULATIONS
Top Edge _-6:. RESIDENCE SERVICE DISCONNECT 3 OF 3 LOAD CALCULATIONS
#3 @ 10'Vertical
Watts (kW) Demand NEC Unit
Description: AM Volts Adjusted Factor Qty Article kW HP PANEL SCHEDULE FOR MAID'S QUARTERS/ GUEST HOUSE. FED FROM SERVICE A.F. WEBBER 111, P.E.
DISCONNECT 3 OF 3150 AMP
Clothes Dryer 0.0 240 0.0 100.00/0 0 220.82B3 5.0 CONSULTING ENGINEER
3 @ 10'O.C. Clothes Washer 0.0 1 120 0.0 100.0% 0 220.82B2 1.5
Pool Wall Each Way Kitchen Small Appliance 25.0 120 3.0 100.00/0 2 220.82B2 1.5 Description: # # Description: P.O. BOX 220054
Water Heater 0.0 240 0.0 100.0% 0 220.82B3 HOLLYWOOD, FL. 33022
Stove 0.0 240 0.0 100.00/0 0 220.82B3 1 2 General Lighting UPLIFT CALCULATIONS TEL. (954) 849-5831
Pool Sub- Panel 100A
3 4 1 General Light:ing A.r_ WEBBE� 111, P.E.
NO. 22203
Total: 3.0 General Lighting 5 6 General Lighting INPUT DATA
Square foot of house 3w x Soo 2.4 5.4 General Lighting 1
SWIMOUT DETAIL 8 General Lighting
General Lighting 9 10 General Lighting Width 16.00' Deck Elev. 13.34' 0
Scale: 1/2" 1'-0" First lOkw Plus Square Ft. 1 22.5 1 240 1 5.4 1 100.00/. 220.82B 5.4 Il 12 Length 32.00' Flood Elev. 8.0 PLATT RESIDENCE
Remaining kw: 1 0.0 1 240 1 0.0 1 40.0% 220.82B 0.0 13 14 1 Avg. Depth 4' 3000
15 16 Wall Thickness 6' LOT: 12 & 13 / BLOCK: 46 0.000
Slab Thickness 6'
WATERPROOF
JUNCTION A/C Cooling Mode 6.7 1 120 1 0.8 1 100.0% 220.82C3 17 is SUBDIVISION: MIAMI SHORES SECTION 1,
TION BO
12 VOLT 1 20 7 T I
CALCULATIONS CALCULATIONS
F - FORMER BOX Proposed Additions (Pool) - ADDRESS: 290 GRAND CONCOURSE
&t
Light 5.0 120 0.6 100.00/0 2 220.83B3 0.3 WEIGHT EL Bottom of Slab 7.84'
48'C STAKE PUMP 6.2 240 1.5 100.00/0 1 220.83B3 2.0 Walls 30,300 lbs. Lifting Head 0.16' MIAMI SHORES, FL. 33138
Air Blower 3.1 240 07 100.00/0 1 220.83B3 1.0
L TO SUB-PANEL Pool Heat Pump 37.5 240 9.0 100.0% 1 220.83B 9.0 PANEL SCHEDULE FOR NEW POOL QUIPMENT. FED FROM GUEST Slab 39,375 lbs. Deduction for Valve 2.00' DRAWN DATE: 02/18/09 A.F. WEBBER 111, P.E.
1• PVC COND. HOUSE PANEL TOTAL WEIGHT 69,675 lbs. Resulting Buoyancy Head -1.84' ORDER: 863 CONSULTING ENGINEER
UNCTION BO
48 ACLR
Total Estimated Load: 72.1 240 34.4 REQUIRED SLAB THICKNESS 6' UPLIFT FORCE 0 lbs JOB #: 09-29 FL. REG. N0.22203
4/3 S1jT W-A DBL INS. Service Capacity: (Existing) 150 240 36.0
11 HUB W/P LIGHT CORD Description: # # Description: SALESMAN: DAVID W. CRAM
Percentage Of Capacity Used. 7_7 48.03% 1 2 POOL LIGHT DRAWN BY: LAN
POOL LIG Notes: NEC 2008 Edition Used For Calculations. NEC 220-30 Deleted In 2008 Edition. POOL PUMP 2HP 4 GFCI REVISIONS:
GND. LUG IN NICHE COAT Load Calculation For Maid's Quarters, Fed From Service Disconnect 1 Of 3. Existing Service Is 150A With Only BLOWER MOTOR I HP 5 6 POOL HEAT PUMP
LUGS W/ APPROVED 3M Gene r al lighting Loads. New Pool Equipment Fed From Maid's Quaerters. Only A/C Load Is A Small Window Unit 7 8
SILICON POTTING No Fixed Appliances Except Refrigerator And A/C. Main House A/C, ]Fixed Appliances, Etc. Fed From Other Service Disconnects. 2•
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WET NICHE LIGHT DETAIL SHEET 4 OF 4
N.T.S.
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VAN KIRK & SONS, INC ):05/27/09
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APPROVED BY DATE
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SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS