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SITE PLAN w/ MEMORIAL & EQUIPMENT RELOCATION
SCOPE OF WORK
1. CONSTRUCT NEW CONCRETE SERNCE PAD;
1, RELOCATE (3) A/C CONDENSER UNITS AS INDICATED;
3. RELOCATE WATER PUMP k WATER FILTER SYSTEM AS INDICATED;
AND ALL
ARE SUBJECT TO ANY CR WORK
RK CTION
REQUIRED ev FIELD INSPEMAY atCTORS THAT
IVECESARY IN ORDER TO
COMPLYWITHSAL PLICABLEConFe
PHESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
3URPOSES ONLY. SIZE Al
LOCATION MAY VARY TO
MEET MANUFACTURERS
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
�■■�CANNED
BY
St. Lucie County
1 START DATE: 08.09.18
DATE
LA 1 1ST_REVISION
2ND—REVISION
RAY CHLADNY
4929 S. INDLAN RIVER
DRIVE, FT. PIERCE,
FL
rr
1 /16" = 1'-0"
L s1r�)-- tAj 3
DRAWING INDEX
SITE SITE PLAN
E1 NOTES & PLAN
Site
RELOCATED WEATHER
PROOF, GFI 4-PLEX
RECEPTACLE ON ALUM.
MOUNTING POST
NEW 4" TH CK
CONCR f 7 TE'
SERVICE FAD
RELOC
TE
EXISTING WATER
PUMP
&
PURIFICATION
EQUIPMENT
CONDENSER UNIT
BASE MOUNT BRACKETS w/
6"- 8 ' SCREWS
MIN. 4" THICK CONCRETE
SERVICE PAD
CONDENSER ANCHOR NOTES:
1. BASE MOUNT BRACKETS TO BE STEEL, ZINC PLATED, (2) ON EACH SIDE
AS SHOWN HERE WITH MIN. 1 /16" THICK x 2" x 6" x 1.5" ON BEND;
2. MIN. (1) 1/4 ;) x 2.5" S.STEEL TAPCON PER CLIP TO CONCRETE SERVICE PAD;
3. SERVICE PAD CONCRETE TO BE MIN. 3000 PSI COMPRESSION STRENGTH;
4. FASTENERS USED IN THE INSTALLATION MUST BE PROPERLY INSTALLED &
COMPLETELY SCREWED IN SUCH THAT THE HEAD OF THE FASTENER
ENr-AGES THE BRACKET;
5. ATTACH EACH CLIP TO THE CONDENSING UNIT USING (2) #14 X 3/4"S.S.
SEI F—TAPPING SCREWS.
ELECTRICAL NOTES:
2
PROVIDE RELAY SWITCHES SO IF 2
OR MORE UNITS START AT THE SAME
TIME, LARGEST UNIT TO START 1ST
w/ 10 SEC. DELAY RESPECTFULLY
FOR EACH OF THE OTHER UNITS
17'-n"
PRE-MANUF. S.STL UNI-STRUT
RACK FOR 100A RATED PANEL
w/ MAIN DISCON. (3) DISCON.
FOR CONDENSERS
O
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RELOCATED EXISTING
20V W.P. PUMP HARD
WIRE CONNECTION
NEW 1 " CP VC 11
RELOCATE EXISTING-/
CONDENSER UNITS TO
THIS LOCATION w/ NEW
SERVICE PADS
(2) #5 BARS THE
WAY & �5 CROSS
1. ALL LOAD CALC'S TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN;
2. ALL WORK TO 2017 NEC & REQUIREMENTS OF FPL;
3. ENSURE MIN. 36" CLEAR BETWEEN EQUIPMENT & DISCONNECTS, TYPICAL;
4. PROVIDE NEW G.F.I., W.P. SERVICE OUTLET & DISCONNECTS IN PROXIMITY TO RELOCATED
CONDENSERS;
5. ALL EXTERIOR SWITCHES & DUPLEX RECEPTACLES TO HAVE WEATHER PROOF COVE S.
OUTLETS TO BE GFI AS WELL.
6. ALL EXTERIOR SWITCHES & DUPLEX RECEPTACLES TO HAVE WEATHER PROOF COVERS.
OUTLETS TO BE GFI AS WELL.
7. NEW CONTROL WIRES FOR CONDENSER UNITS SHALL BE ROUTED THROUGH THE
ATS FOR LOAD SHEDDING;
8. ADD, ON —DELAY RELAYS TO CONDENSER UNITS, ONE SET FOR 20 SECONDS,
ANOTHER 40 SECONDS, AND THE THIRD 60 SECONDS;
9. ALL CONDUCTORS TO BE COPPER OR ALUMINUM; ALL INSULATION TO BE THHN ABOVE
GROUND & THWN UNDERGROUND;
CONDUIT AS FOLLOWS: PVC BELOW GROUND; RIGID FROM U/G TO SERVICE;
BOX FOR EXTERIOR LITES ON BUILDING; AC, MC OR EMT CONDUIT ELSEWHERE.
LOAD CALC FOR NEW 100A RATED PANEL C
FOR 3) CONDENSERS;
(2) CONDENSERS:
15A
RATING
EACH,
OR 2x3200 VA
(1) CONDENSER:
25A
RATING,
OR 5400
VA
TOTAL LOAD CALC: 11,800 VA
1 ST 1 OkVA @ 100% = 10,000 VA
BALANCE @ 40% = 720 VA
FACTORED TOTAL FOR NEW PANEL: 10,720 VA
102720/240 = 44.7 AMPS, 1-PH, 120/240V
NO NEW ELECTRICAL LOADS ADDED TO EXISTING SERVICE
WATER PIPE
(3) PAIRS OF BURIED_,/
CONDENSATE LINES INSIDE PVC
CONDUIT TO RELOCATED
CONDENSER UNITS
@ MAX 36"O.C.
ENLARGED NEW EQUIPMENT PLACEMENT
3/4" = 1'-0"
NEW PANEL C FOR
EXISTING, RELOCATED
CONDENSERS
100A RATE, 120/24CV,
1-PH, 3-W PANEL w/ (12)
CIRCUITS FOR CONDENSERS
& WATER SYSTEM
NEW (3)#3 CU w/
#8 CU GRND
EXISTING PANELS
IN GARAGE
EXISTING
PANEL B
EXISTING 300 AMP
MAIN SERVICE &
METER
EXISTING (2) 2"
PIPES
EXISTING
UNDERGROUND
SERVICE BY F.P.L.
EXISTING GROUND
ROD & CU WIRE
EXISTING
PANEL A
EXISTING W.P. PANEL
w/ (2) 200A, 3-W,
120/240V DISCONNECTS
& (8) CIRC. PANEL
200A DISC PANEL A
200A DISC PANEL B
NEW 80A 2-POLE
BREAKER TO PANEL
BOX TO FEED 100A
RATED PANEL FOR
CONDENSERS;
EXISTING RISER DIAGRAM
NO CHANGE w/ EQUIPMENT RELOCATE N.T.S.
NEW PANEL C
FOR EXISTING,
RELOCATED
CONDENSERS
LONG
BARS
'la nr
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AN
LOCATION MAY VARY TO
MEET MANUFACTURERS
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
START DATE: _ 08.09.18
NO.REVISION/ISSUE DATE
0 1ST —REVISION
2ND—REMSION
RAY CHLADNY
4929 S. INDIAN RIVER
DRIVE, FT. PIERCE,
FL
0
LOT 7
ELKO SUBDIVISION
(PLAT BOOK 8, PAGE 39,
ST. LUCIE COUNTY, FLORIDA.)
CAM .I lan l
y
FND4"X4"
CAA NO ID
N`.
t�l�\
FND 1/2" 0 \
IP NO ID
0.32'N0.52'W
LOT 8
ELKO SUBDIVISION
(PLAT BOOK 8, PAGE 39,
ST. LUCIE COUNTY, FLORIDA.)
FA
LOT 9
ELKO SUBDIVISION
(PLAT BOOK 8, PAGE 39,
ST. LUCIE COUNTY, FLORIDA.)
0
LOT 10
ELKO SUBDIVISION
(PLAT BOOK 8, PAGE 39,
ST. LUCIE COUNTY, FLORIDA.)
REMAINDER
GRAPHIC SCALE
( IN FEET )
1
ITE PLAN w/ MEMORIAL & EQUIPMENT RELOCATION
1 /16" = 1'-0"
SCOPE OF WORK
1.
CONSTRUCT NEW CONCRETE SERVICE PAD;
2.
RELOCATE (3) A/C CONDENSER UNITS AS INDICATED;
3.
RELOCATE WATER PUMP & WATER FILTER SYSTEM AS INDICATED;
GENERAL REQUIREMENTS
1.
ALL WORK TO BE AS PER FLORIDA BUILDING CODE 2017 AND TO MEET OR EXCEED ALL
APPLICABLE LOCAL REQUIREMENTS.
2.
WORK TO BE COMPLETED AS 'HOME -OWNER -BUILDER' w/ FLORIDA LICENSED ELECTRICIAN,
LICENSED WELL WATER SYSTEM SPECIALIST & LICENSED HVAC CONTRACTOR;
3.
SITE TO BE KEPT CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF CONSTRUCTION.
4.
ALL FASTENERS & CONNECTORS TO BE INSTALLED PER MANUFACTURER'S DIRECTION TO ENSURE
DESIGN STRENGTHS.
5.
ALL WOOD IN CONTACT w/ CMU OR CONCRETE TO BE PRESSURE TREATED OR HAVE MIN. #15
ASPHALT FELT BETWEEN.
CONCRETE SERVICE PAD NOTES
1.
CONCRETE SHALL BE A MINIMUM OF a THICK OVER CLEAN, COMPACTED FILL AND 6 MIL
POLYETHYLENE VAPOR BARRIER.
2.
NO VEGETATION IS REQUIRED TO BE REMOVED;
3.
CONCRETE SLAB SHALL HAVE (2) #5 BARS THE LONG WAY & #5 CROSS BARS 0 MAX 36'o.c..
4.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI.
5.
MINIMUM COVERAGE FOR REBAR SHALL BE 3' IN FOOTINGS AND 1-1/2' IN BOND BEAMS. HOOKS
MAY BE ROTATED HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGES.
6.
THE SLAB DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2500
POUNDS PER SQUARE FOOT.
7.
ALL SPECIFICATIONS AND DIMENSIONS TO BE VERIFIED BY CONTRACTOR.
8.
ALL EXTERIOR SLABS SHALL SLOPE MIN. 1/8' PER 12' FOR DRAINAGE.
REV
ISION /B(z_
ST. LUCIE COUNTY BUI G DIVI ION
REVIEWED FORCOMPLI E
REVIEWED BY_ W
PY DATE
PLANS AND PERMIT MU T BE KEPT 01 JOB
SITE OR NO INSPECTION(S) WILL BE MADE
TNLli PLAN/ AND ALL PROPOSED WORK
ARI1*10TTO ANY CORRECTIONS
R€OUTAID NY PIILD INSPECTORS THAT
MAY IIk NICIUARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD.
SCANNED
BY
St. Lucie County
�aAz � I tiOa�
i S7L0�I� t�yUnty, Psrrnitping
a nn�ri
1772)631-5709 AA26002573
THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE ANI
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
START DATE: 08.09.18
NO.IREVISION/ISSUEJ DATE
Al1ST REVISION 103.03.19
ZL 12ND_REVISION I
RAY CHLADNY
4929 S. INDLAN RIVER
DRIVE, FT. PIERCE,
FL
DRAWING INDEX
SITE SITE PLAN
E1 NOTES & PLAN
Smite