09-184(3)-0724-(24FU) ,—1 1/2" CD TO
TERMINATE IN 3" D S
FRENCH DRAIN (232 �F)
(TYP OF TWO) cc 3" D.S (367 SF) 7_2'��2FU)
-------- --- SK DR OFFICE- NO13 3-(22FU) LOUNGE ---- - ---- - ----------- DR, OFFICE NO2 WORK AREA
A
HB I IF Y(61`�)
I---- -- ------- SK
zi zlu
L F
'(6FU) 3 119 I EXAM-8 SK SK EXIST I
---------- SK
r FACIAL EXAM-9 2*(2FIJ) IL jj_2 J (237 3�) U�) Z'SL1 --- - ------------ ALLW ------------ --- ...... ---------- ---------- - ---------- SK EXAM-10 IFACIAL SK 3" D.S CC NSULTATIO1
(367 SF)—c-c Un - ------------ ----- ----- I NLLWAY
� 11
(10--o- X 5-0.) -1350 GAL SEPTIC TANK 48-e - - - - - - - — - - - - - - - - - - - - — - - - - - - - - - - ,----------� - - - - - - - - - _7 co P.P.R I-DADE COUNTY-� fjE�A PARTMENT' P ATE. M" -PT ROVSO Ir CEPARTFAtU I DRAI FIELG� �'DRAI RVE 1yj
PA S -LD DRAI = 786"' Q 65 �SQ FT, 0ER BOTT 7
ORAINFIELE) ELEVA "BOTTV4 OF ELEVA11 tA DRAIN/-TE It I t�" 1 3a SO�� FT INVERT PERIMETER, 011,1 OPOSED A2S N OF EON -A SHALL US LL&S T 2 r AHO LONG�'SR THAN 'All TH AT 1�1 -;O'- BED, CR DMN 3' DRAIN FROM FOUNTAIN NP PRQECtSLu,V- D.S �7 D.S 04 SF) (232 SF) 3* D.S (614 SF) - - - - ----- - ---------- ... ... ... 3'(14FU) SK �1 r\ FIELD (RESERVE) DRAIN A
—3* V TO CONNECT ZE > 72'r,SQ FT-'-'- PROCEDUF ROOM ------------- — --------- TO EXISTING VENT. L _126 r7 __j (ADA.) - - ------------------- 3 12M r EXAM-5 E)(AM-4 3" SAN. DRAIN FOR FUTURE WATER FOUNTAIN. TO DISCHARGE FREELY r1fl-LMD�CAF (ADk) (ADA.) -----;--------------- 0- CONDENSATE B t(TYPICAL) IREM�N. SK ...... H .............. ------- ----------- ---------- �32* 5* + RWL WAITING AREA c --2*(2-U) SAN r) (195 SF) LAB AND VENT -------- 135 SEE DETAI L ON HtET P1.0 FOR HAZARPOUS 3-(6FU) 2 I(438 SF)—c-.c -3 D.S 3" D.S - - - - - - -- ------------- 3" RWL a- (204 SF) IIFOUNTAIN -7 /t& WASTE D I Em�. WATER METER
(106 SF) WATER SK PUMP CO PU DETAIL 0 SEE
"tSTING REM' LED 0 4m JIMBIRWILINES DRAIN, FIELD ------- - ----- EET P1.A - - - - - - - -
.780 SO FT Alffffa--AREA, SH TO REMAIN. 134 1, T LOBBY-fW I0 PLVVBINGI EXAM-1 FIXTURES TO BE CD c"'
3-(8FU) T_ PHOTO E bELED REPLACED. Is 135
(�OASEP C �TAN K
1 W 0��
X 57 _rj 112 t4
ROOM 4" CW Lj±2 J ,RESTROOM (N) 3'(1 OFU) - — - — - — - — - — -- 1 1/ — - — - — - L -- - — - — - — - --- --------- WC 3 2'-W' MIN LAV �RESERW ...... (N) 3"(20FU) 4m HW LOOP HALLWAY CLO.129 Il---------- ---- ------------ --- SK .......... --- ------- ------------------ - --------- ------ 7 ------- 2" V TO 6 EXISTING. - - - - - - - - - - - - --- ----------- - - - ----- - --- -------- - -- REC. CLOSET HALLWAf - ----------- EXAM-3 PUMP v A RECEPTION AREA v 1350 GAL SEPTIC TANK
"I 'A ' , , , , . i f
!W.HJW.+D '(24FU) - WITH TRAFFIC RATED Ub (N) 4 --- ------------ ------ -------------------------- -------- CLO. L------ ----------- DR. 144 MULTI -PURPOSE RM. ASSISTANT L--2!-7-Ow M ------------- ----------------- ------------ --- ------------------ --- — - — - — - — - — - — - — - — - - T -------------------------- UPPLY 1 1 SLEEVED CW SUPPLY ---- - ----- T 3" D.S (307 SF)------ ----- -- I U.b FTT777 — - — - — -------------- - - ---- -- ------ V) L . . .... (307 S� --------- - ........ 0 CL -------- ---- - --------------------------- ----------------- - - -------- - --- - ------ - ----- - --------- - -- ------ - - ---------- ----------------------- ---- ---------------------- ------------------ - ------------ - ---- - -------------------------- ---- ---
E D.S
3* D.S 3" D.S 3" D.S
(307 SF (307 SF)
(307 SF)
0 0 ------------- CL C14 4 - ----- 0 ------ 0 00 < uj E 0 NONITO WELL- ROPOSE C ION. SE� D IL) cc) 0 --- --- 04 ---- - --- - -------------- - ------------ 0 uj NORTH rz
0 i MONITORING WELL LOCATION PLAN CL SGale:1/16"= 1*-O' uj <
OFFICE MANGR. ------------ DR. OFFICE NO1 I.T.
CLOSET
NOTES:
1. SEPTIC TANK TO BE INSTALLED AS PER FL HEALTH DEP. CHAPTER 64E
2. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION
3. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF
ALL EXISTING LINES PRIOR TO COMMENCING WORK.
4. REMOVE ALL EXISTING PLUMBING EQUIPMENT, FIXTURES, PIPING 1,401 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, I.E. BELOW FINISHED FLOOR, BEHIND FINISHED WALLS OR ABOVE HUNG CEILINGS. 6. ALL DOWNSPOUTS SHALL DISCHARGE FREELY IN LANDSCAPING AREA.
7. ALL PLUMBING FIXTURES TO BE INSTALLED SHALL BE ULTRA -LOW
VOWME,
8. ALL TOILETS SHAH BE HIGH EFFICIENCY DUAL FLUSH TOILETS DELIVERING .8 OR 1.6 GALLONS PER FLUSH OR HIGH EFFICIENCY
WATER SENSE TOILETS. t
RECIRC. PUMP MODEL.
UP15-10BUC5
3/4' SUPPLY PIPE, MAX.
LENGTH: 170'
PROPERTY INFORMATION
MEDICAL OFFICE
IOTAI_ OF PRACTITIONER
TOTAL OF EMPLOYES
1 250 EACHE
15 EAC
SEWAGE FLOW PER DAY (1 00 I - I 25121)
ILI 1-1 1 4
AVERAGE SEWAGE FLOW PER DAY SOIL RATE OF ABSORPTION (03)
ImMmo am
SYSIEM 1090 GPD X 24 F19. UN 545 GPD
48 TOTAL FIXT. UNITS
1090 GPD X 24 FIXT. UNITS = 545 GPD
48 TOTAL FIXT. UNITS
NOT INCLUDING COVERED PATIO
FOOTNOTE 4 TO TABLE III APPLIES
-OUTCOVERS 24"
CLEAR OPENING, EACH END
�FWNCRETE CLEAN
I =_
NVERT INVERT
INLET OUTLET
4* INLET & OUTLET PIPE AND FITTINGS STANDARD
I
SIDE VIEW
NOTES
LIQUID CAPACITY. 1350 GALLONS
OF SOIL COVER. SEPTIC TANK TYPICAL DETAIL 1350 GALLONS N.T.S.
DAit PLUMBING FLR PLAN NORTHIT CEfv:,v:) I f I cr I PL -0" Scale:3/16" I'
oil
SEQL-'EiR.A GAVARRETE i A R ITE C TU R Z P'_-A N N I N INTERIOR DESIGN
811 PONCE DE LEON BLVD. CORAL GABLES, FL 33134
ELEPH NE 5 4 - 556 FACSCIMILE (305) 4 5-2374
http-://www,s-qarchitecL%.r-om AA C001330 CONSULTANTS �esigfjONE I ENGINEERS
809 SW 8 Street, No, 200 Mimi, Flodda 33130
Telephone: 305.860.0384, Fax: 305.80,0361
Email: infoCad1ce.net Wetrite:wvvw.d1ce.net
z W z
(y)
W Lu ;>
,0 N uj 0. u),ry W z 0 -7 :D _J U- U) z 0 Icy) < Z' w u REVISIONS S&G PROJECT NU.-
0723700 CHECKED BY:
d1ce
DRAWN BY.
d1ce ISSUE- 1.25.2008
DATE:
1.25.2008
SHEETINDEX PLUMBING SITE &
FLOOR PLAN ----------- 9HEET NbMBtR
P-2.1