00-0400-009 S.W. 67th AVE.
GENERAL NOTES&CONDITIONS BARMIER NOTE
I ALL FLOOR d WALLS OF POOL TO BE PNEUMATICALLY APPLIED GONG. ASPHALT PAVEMENT %TOOOR 5WIMMIN6 POOLS AND 5PA5 SHALL BE
WITH A MIN. 26 DAY COMPRE551VE 5TREN&TH OF 5000 P.5.1. PROVIDED W NENT BARRIER THAT SHALL
WITH A PERMA
BE INSTALLED, INSPECTED 4 APPROVED PRIOR TO
2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. PLA5TERIN6 OR FILLING WITH WATER. SUCH PERMANENT
BARRIER SHALL BE IN ACCORDANCE WITH SECTION
5 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE 500"1 5.F,5.0., LATEST EDITION.
WITH SOLVENT WELD JOINTS. ASPHALED WALKWAY 1
4 IN ALL GASES, THE POOL GONTRAGTOR SHALL TAKE ALL PRECAUTIONS SPECIAL PROVISIONS: (5.F.B.C. 500-1.5 4 ANSV/NSPI-5)
TO PROTECT EXI5TIN67 5TRUGTURE5 FROM FAILURE BY SHEATHING PROPERTY LINE\
AND/OR 5HORIN6, OR OTHER METHODS AS REGUIRED. THE DEVON 12050, WARNING SIGNS:
EN&I VEER AGGEPT5 NO RE5PON51 B I L I TY FOR THE 5AFETY OF
—x—x x—x x—x—x—x—x—x —z—x—z—z z I 1. ALL SWI MM I N6 POOLS, SPAS, AND HOT TUB AREAS
EXI5TING STRUCTURES.
5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL _ `� SHALL BE PROVIDED WITH A PERMANENT SAFETY
EXIST. 4' H16H WARNING SIGN IN A READILY VISIBLE LOCATION FROM
~I +
CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. G.L.F. ;=ENGE I !� �+ THE POOL AREA (APPENDIX F AN51/NSPI-5-q5).
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTIN6 " I (y 2. EACH SAFETY WARNING 516N SHALL WARN AGAINST
LOT AND RESIDENCE ARE 50 INDICATED. POOL CONTRACTOR SHALL I N I 5HALLOW WATER DIVING, PREVENTION OF DROWNING 3
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF INCLUDE THE FOLLOWING 5TATEMENT:
NECESSARY, POOL CONTRACTOR AND/OR OWNER SHALL VERIFY 5HOWN
"THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION
AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. " 75 1 OF SMALL CHILDREN. IT 15 STRONGLY RECOMMENDED
THAT AT LEAST ONE ADULT RENDERING CHILD
6 GONTRAGTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE " C SWIMMING 5-71-0" SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS ;p 4$'-6" POOL I AND/OR CARDIOPULMONARY REW501TATION (CPR)"
REOU I RED BY THE LOCAL REGULATORY A&ENGY. IN GENERAL, HOLD
A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S " I i ALARM NOTE:
WATER EDGE.
-T POOL 5LIDE5 TO BE INSTALLED IN ACCORDANCE WITH THE LATEST ASPHALED D/W _ I. ALL DOORS WITH E EOUI E1 THE POOL THROUGH
� Ppppp u�' THAT WALL SHALL BE EQUIPPED WITH AN ALARM
U.S. 60VERNMENT SAFETY 5TANVARD5. " DEG % , WHICH PRODUCES AN AUDIBLE WARNING WHEN
8 INSTALL A 4 FOOT MINIMUM HIGH FENCE WITH SELF-CLOSING AND - �' % "
THE DOOR OR ITS 5GR>�N 15 BEING OPENED ,
" `� ��/ I _ THE ALARM SHALL SOUND CONTINUOUSLY FOR
5F -LOCKING 6ATE5 AROUND ALL UNSGREENED POOLS. g 1 " A MINIMUM OP 30 5EGOND5 AFTER THE DOOR
a WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR 15 OPENED AND BE CAPABLE OF EMITTING A
N
" %� ' EQUIP. �! " n } (n
BULKHEADS, SPECIAL GARS SHALL BE EMPLOYED. THE AALL5 SHALL /%j/ �/ //; SOUND OF SUFFICIENT VOLUME TO BE HEARD
BE IN GOOD CONDITION, NOT PE RMI TTI N6 ANY SH I FTI N6 OR REMOVAL, EX 1ST, FENCE ?V " //�/�� PAD / /'" C TO THE DWELL I N6. THE ALARM SHALL BE EQUIPPED
/ � ��� *' WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE
OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. SELF-6LOSIN6 3 /� //j jj j � THE ALARM FOR A SINGLE OPENIN6. THE
IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SELF-I.ATCHINb ,/ �/ / �jj/���� / /� ��j � /� DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST
SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF 1HE GATE ����, � % / /�,�/ / ��// 54 INCHES ABOVE THE THRESHOLD OF THE DOOR.
15 REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING 1 �� �� � EXISTING �� ���'/;
WALLS EXIST. 200 Ate_ /// i i
FOR THE POOL, THE SEA-WALL TIEBACKS SHALL NOT BE CUT . WHEN ���j '�/;���/� I STY GB5
WEER � /i�� %
DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE EN6 HOUSE PANEL ����� /�� �' RESIDENCE
IMMEDIATELY FOR FURTHER INSTIZUGTIONS. ����
I POOL 5HELL WITH CAUTION. THE EXIST. ELECTRIC
TRACTOR SHALL BAGKF LL ��
I O THE CONTRACTOR //
PLUMBI N6 SHALL NOT BE D 15TURBED. BAGKF I LL SHALL BE PE RFORMED METER
WITH GLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE
PLAr.ED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED UNDER&ROUND
TO L10% OF THE SOILS MAXIMUM DENSITY BY TAMPERING 50LIDLY. POy�,{ SERVICE EXIST. FENCE W/
SOILS BELOW THE DECK SHALL OE PLACED IN SIMILAR MANNER. 5ELF-GLOSIN6 411
SELF-LATCH I N6
I I WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES EXIST. SANITARY/ I SATE
5HOWN ON THE Ti'PIGAL SECTION DO NOT APPLY. DECK DESIGN SHALL
BE BY OTHERS. SEJNER LINE STAMPED CONCRETE
12 DO NOT DRAIN POOL UNDER HIGH &ROUND WATER OR STORM EXIST. WATER 1 DRIVEWAY 1
CONDITIONS. LINE
15 AARNINC71 DO NOT EMPTY POOL AFTER 0ON5TRUGTION FOR REPAIRS EXIST. WATER 120.50'
OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL METER
REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE
ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE &ROUND, AND
CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL.
14 THI5 PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT 15
NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT 45 HOURS BEFORE DII56IN&
THE WRITTEN PERMISSION OF THE DES 15N ENGINEERS.
15 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE S.W. 67th CT. ASPHALT PAVEMENT — (f-.,, ALL
5,F.54,., LATEST EDITION , AND ARTICLE 680 N.E.G., LATEST EDITION. — — — — — — G TOLL FREE
ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL.
THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING 1-500-452-4-7-TO
INSPECTION 15 GALLED FOR AND APPROVED PRIOR TO PLACEMENT OF
GONGRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS �UNSHIi� STATE ONE GALL CENTER
DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX 19
PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL
METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS
CONTAININ6 METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL
WATER'S EDGE, SHALL ALSO BE GROUNDED.
16 POOL L16HT TO BE GROUNDED TO COMMON BONDING 6RID CONSISTIN6
OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER.
LOOP SHALL BE &ROUNDED TO PANEL VIA POOL WALL STEEL, DECK
RE I NFORG I N6, AND PUMP MOTOR CAS I N6.
1'7 FILTER BACKWASH SHALL COMPLY WITH SECTION 5004 OF THE SOUTH SITE PLAN 1 20'-0"
FLORIDA BUILDING CODE, LATEST EDITION.
18 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH SECTION
5004.5 OF THE SOUTH FLORIDA BUILDING GORE, LATEST EDITION.
lot TEMPERATURE OF SPA WATER SHALL BE SET 50 THAT MAXIMUM WATER
TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. LEGAL DESCRIPTION
i
20 UPON VISUAL IN5PEGTION SITE SOIL REVEALS A COMBINATION OF LOT 2 " SOUTH6ATE SUB.", ACCORDING TO THE PLAT THEREOF AS RECORDED BERNA kSAUVE Ft,,
UND 15TURMV 5AND AND L I MEROGK. A BEARI N6 VALUE OF 2000 PSF IN PLAT BOOK "f 0, AT PAGE 64, OF THE PUBL I G RECORD OF 17ADE COUNTY, FLORIDA 001 PROFE EftkEr�,NHAS BEEN UTILIZED FOR DESIGN PURPOSES. 5TIR 6INEER .ec KFNLE , ERIN& 5 , ING,
OF MIAMI, INC. 4110 5.l AV Nil, FLOR DA
(30 6 4-1 7
DE 0 , $04614
LICENSED AND INSURED C.G.C. 0055634W _h
9002 S.W. 40th STREET MIAMI, FL. 33166
TEL.305-226-7510 TELEFAX 305-226-2205
NOTICE TO BUILDER PROJECT NAME: JOB No. DRAT,�'c'
KEHLER ENGINEERING ASSC:)CIATES� INC. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR_
�J� DATE 4/5/2000 NUM$ER
o E N G I N E E R $ 0 MSTAOND STANDARDS CONTAINED INOTHE SOUTH DRAWINGS
FLOR DA CONFORMS CODE�E ORLANDO F I FFE
AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING THE CONTRACTOR DIMENSIONS, sND BE RESPONSIBLE ODITI NS RIO VERIFYING DRAIN II RE
�n RESIDENCE '
ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE
o �nn UVU� 2�Ofr 1�� n ��G��� START OF THE WORK, AND NOTIFYING THE ENGINEER, AT �g A6 NO D
ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, 15al SA. 61
��� � ���° ��� ��l�C��Q� MM432 cpcRg-, ]OOH SUCCESSFUL COMPLETION ION OF THEEPROJECTGINDICATED. DADS COUNTY, FLORIDA °NAT e44EET I OF 4
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