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314372
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PROJECT DESCRIPTION
wimm ng Pool . Detail
PROJECT NAME:
miArvir FLORIDA
r DATE r/Z/G{
DRAWN BY `p- B
SCALE i'
KEHLER ENGINEERING ASSOCIATES INC.
ci[ 1 6813 SOUTHWEST 81ST STREET . MIAMI FLORIDA 33143 (305)667 -8975
All designs and details shown on this drawing are the exclusive property of Kehler Engineering Associates, inc. Use of any information contained herein for the design or construction of any other project, without the consent of Kehler Engineering Associates, Inc. is unlawful and prohibited
CERTIFICATION
DRAWING
SP 1
314372
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PROJECT DESCRIPTION
Ming: pool [detail
PROJECT NAME:
- 44
N .: RE$IDECE
93 STRE @t FA . tAF fV FLdFiIDA
f OAT 5/2 ./.01d
DRAWN BY
SCALE ,a. .0; 1~4
KEHLE.R ENGINEERING
❑ 6813 SOUTHWEST 81ST STREET
MIAMI-FLORIDA 33143 (306)667 -8975
All designs and details shown on this drawing are the exclusive property of Kehler Engineering Associates, Inc. Use of any information contained herein fur. the design or construction of any other project, without the consent of Kehler Engineering Associates, Inc. is unlawful and prohibited
DRAWING
SP 2
� 1 '7 1 '
I '
Typical Wall /Deck Detail
O
O
••
•
60 on
Stair Detail
GINNER NOTE < f ' POOL IS NOT FOR DIVING
1> e0. K 1% i M G-
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,
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GD 'J1 PV6?'IIJU L
U1•1 NO 1l4& OF �aV I
Iill11, •
#3 I2'IO►G� - "
►' t - r 1
Swimout Bench Detail
'ckati rGrr
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Light/ Electrical Schematic
Crabrail Detail
4 1
.
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out:tit
Ir4 -r 4 ��'i�f i •rr'1E 4
Fr's-
7.
SPECIFICATIONS
1. ALL-POOL GUNITE OR CONCRETE SHALL ATTAI4,3000
PS1 COMPRESSIVE STRENGTH WITHIN 28 DAYS.
2. REINFORCING. SMALL RE NEW BILLET STEEL
CONFORMING TO ASIM A615, GRADE 60.
3. ALL PIPING SHALL BE• ►VC SCHEDULE 40, APPROVED
FOR USE IN POTABLE. WATER.
4. INSTALLATION Or LIGHTS, JUNCTION BOXES,
GROUNDS, ETC. SHALL 6E IN ACCORDANCE WITH THE
EE,;:'1REYENT5 OF SECTION 680 OF THE NATIGNA!
ELCTRICAL CODE.
5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL
SERVICE FOR THE OPERATION OF THE MOTORS,
LIGHTS, ETC. THE OWNER SHALL PROVIDE A
DISCONNECT SWITCH A1' THE POOL EQUIPMENT'
LOCATION IF IT IS NOT WITHIN 50 FEET OF THE
FUSED SWITCH SERVICE POINT.
6.
THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND
LADDER OP GRAB RAILS SHALL BE BONDED TO THE
POOL STEEL WITH A 18 SOLID COPPER WIRE.
THE OWNER SHALL BE RESPONSIBLE FOR INSURING
AGAINST THE ACCESS OF UNAUTHORIZED PERSONS TO
THE POOL AREA BY THE INSTALLATION OF AN
APPROVED BARRIER. THE BARRIER MAY BE A WALL,
FENCE, OR SCREEN ENCLOSURE.
ON SITE INSPECTION INDICATES SAND AND R'XK
WITH A PRESUMED BEAPING CAPACITY OF 2000 PSF.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF
OTHER CONDITIONS ARE ENCOUNTEEED
ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI
COMPRESSIVE STRENGTH WITHIN 28 DAYS.
10. POOL WATER DISPOSAL SHALL BE IN ACCOPDANCE
WITH SFBC SECTION 5004.3.
l,. THE CwNER AND CONTRACTOR WILL BE RESPONSIBLE
FOR THE COMPLETE CONSTRUCTION SUPERVISION.
ENGINEERS SUPERVISION IS NOT IN THE SCOPE OP
THIS PROJECT.
,
Filter Isometric Diagram
•
•
Cup. Anchor Type Handhold Detail
TOP OF POOL WALL ELEV.
LESS POOL DEPTH
ELEV. AT MAIN DRAIN
FLOOD CRITERIA
LESS M.D. ELEVATION
POOL UPLIFT
LESS : 2' FOR IIYDRO'VALVE
ADJUSTED UPLIFT
PROJECT DESCRIPTION
Sr5 eL,
Swimming Pool Detail
PROJECT NAME:
MdDSEN RESIQENCE
36 • N E 93 STREET MIAMI FL
DATE /2 /
KEHLER ENGINEERING ASSOCIATES INC
6813 SOUTHWEST 81ST STREET MIAMI FLORIDA 33143 (305)667 -8975
M designs and deta4s shown on this drawing are the exclusive property of Kehler Engneerng Associates, he. Use of any information contained herein for the design or construction of any other project, without the consent of Kehler Engineering Associates, Inc. is
DRAWN BY
SCALE
ELEVATION
FLOTATION ANALYSIS
36 5 F f.
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CERTIFICAT1 N
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•
DRAWING
SP 3