09-184(3)-07311500 GAL SEPTIC TANK
(10'-8- X 5'-711)
3" D.S
(367 SF)
NOTES:
1. SEPTIC TANK TO BE INSTALLED AS PER FL HEALTH DEP. CHAPTER 64E
2. MERE E NQ PERTINENT FEATURES ON ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATI5N
3. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF
ALL EXISTING LINES PRIOR TO COMMENCING WORK.
4. REMOVE ALL EXISTING PLUMBING EQUIPMENT, FIXTURES, PIPING NOT
REQUIRED, INCLUDING DRAINAGE, WATER, GAS, RAIN WATER LEADERS,
AND SATISFY CODE REQUIREMENTS FOR PROHIBITED DEAD ENDS.
5. CAP EXISTING HOT COLD WATER, WASTE, VENT AND SOIL PIPING AT
POINT THAT DOES NOT INTERFERE WITH NEW CONSTRUCTION,BEOLOW
FINISHED FLOOR, BEHIND FINISHED WALLS OR ABOVE HUNG CEILINM
6. ALL DOWNSPOUTS SHALL DISCHARGE FREELY IN LANDSCAPING AREA.
7. ALL PLUMBING FIXTURES TO BE INSTALLEDI SHALL BE ULTRA -LOW
VOLUME.
8. ALL TOILETS SHALL BE HIGH EMCIENCY DUAL FLUSH TOILETS
DELIVERING .8 OR 1.6 GALLONS PER FLUSH OR HIGH EMCIENCY
WATER SENSE TOILW,.
PROPERTY INFORMATION
MEDICAL OMCE
TOTAL OF PRACTITIONER
TOTAL OF EMPLOYEES
250 EACH
15 EACH
SEWAGE FLOW PER DAY
(1001-1250)
1090 G.P.D.
THIS SYSTEM SMLL BE DIVIDED IN TWO OF 50% EACH
1090 PD/2 = 545 GPD
AS PER TABLE 11 545 GPD = 1350 GAL MIN.
EXCLUDING GAME
NOT INCLUDING COVERED PATIO
FOOTNOTE 4 TO TABLE III APPLIES
t:'4111E TIEN
NOTES
LIQUID CAPACITY-. 1500 GALLONS
SiX DESIGN LOAD: H-20 TRAFFIC FROM 1' TO 6'
OF SOIL COVER.
WO
WATER METER
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997M TANK DETAIL
IBM III 11MIZIOZE
III I III III r% r"%§ A ILI
SEQUERk•
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GAVARRETE,
AIRCHI-TECTURE
PLANNINC - -
INTERIOR DESIGN•
811 PONCE DELEON BLVD.
CORAL GABLES, FL J.
T, ELEPHONE (305) 441-1556
FACSCIMILE (305) 445-2374
http-//www,s-garchilects.com
AA C001330
CONSULTANTS
- -- - --------
d e s i 0 N E
gn FNIGINEERS
1Aam1,Fbdda33130
Telephone: 305.860,0384 . Fax: 305.8M.0361
Emal: infb@dlce.net Websitemwwdlce.net
CERnFr-ATE# 9543 FLORIDA REG1 56754
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S&G PROJECT NO.
0723700
CHECKED BY:
d1m
DRAWN BY:
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ISSUE.
1.25.2008
DATE:
1.25.2008
SHEET INDEX
PLUMBING
SITE &
FLOOR
PLAN
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