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POWER DISTRIBUTION
ELECTRICAL SPECIFICATIONS
= 120/208V PANELBOARD, RECESSED
120/208V PANELBOARD, SURFACE MOUNT
SECTION 26 05 00 - COMMON WORK RESULTS FOR ELECTRICAL
® 277/480V PANELBOARD, SURFACE MOUNT
1. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH ALL GOVERNING CODES AND STANDARDS. THIS SHALL INCLUDE BUT NOT BE
LIMITED TO THE FOLLOWING:
277/480V PANELBOARD, RECESSED
A. NFPA 70 NATIONAL ELECTRICAL CODE (2014 EDITION)
FEEDER OR BRANCH CIRCUIT CONCEALED IN WALL,
B. FLORIDA BUILDING CODE (SIXTH EDITION 2017)
1
0EILING OR FLOOR
C. NFPA 72 NATIONAL FIRE CODE (2013 EDITION)
D. FIRE PREVENTION CODE (SIXTH EDITION)
FLORIHOMERUN
CONSISTING OF ONE SINGLE-PHASE, 1-POLE CIRCUIT, SE
E. LREQUIREMENTS THE AUTHORITY HAVING JURISDICTION
LOCAL L R
1 R1-1 SPECIFICATIONS AND/OR FEEDER SCHEDULES FOR WIRE SIZES.
2. UTILIZE GOOD WORKMANSHIP FOR THE INSTALLATION OF ALL WORK. INSTALL WORK LEVEL, PLUMB, AND TRUE WITH THE BUILDING STRUCTURE AND
PANELBOARD AND CIRCUIT DESIGNATION ARE INDICATED.
WALLS. SECURE ALL WORK IN PLACE WITH SUPPORTS THAT ARE SUFFICIENT IN SIZE AND QUANTITY TO PERMANENTLY SUPPORT THE WORK IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
3. THE DEMOLITION OF EXISTING AND/OR THE STOCKING OF NEW BUILDING MATERIALS SHALL NOT HINDER OR INTERFERE WITH EMERGENCY ACCESS TO THE
HOMERUN CONSISTING OF ONE SINGLE-PHASE, 2-POLE CIRCUIT:
PROPERTY OR VICINITY THEREOF (INCLUDING FIRE LANES).
1 M1-1:3 SEE SPECIFICATIONS AND/OR FEEDER SCHEDULES FOR WIRE
4. ALL MATERIALS SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. (IE. UL, CSA, MET, ETC)
SIZES. PANELBOARD AND CIRCUIT DESIGNATIONS ARE INDICATED.
5. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT, EXCEPT WHERE SPECIFICALLY SHOWN TO REUSE EXISTING MATERIALS.
6. ALL WORK SHALL BE SUITABLE FOR THE ENVIRONMENT THAT IT IS INSTALLED.
7. COORDINATE THE INSTALLATION OF THE UTILITY TRANSFORMER WITH THE APPROPRIATE POWER COMPANY, CONFIRM WITHIN 10 DAYS OF THE AWARD OF
CONTRACT THAT THE AVAILABLE FAULT CURRENT AT THE TRANSFORMER SECONDARY BUSHINGS DOES NOT EXCEED THE DESIGNED FAULT CURRENT AT
HOMERUN CONSISTING OF TWO SINGLE-PHASE CIRCUITS: SEE
THE SERVICE ENTRANCE EQUIPMENT. NOTIFY THE ENGINEER IMMEDIATELY IF THE DESIGNED FAULT CURRENT IS EXCEEDED,
IR1-1,3 SPECIFICATIONS AND/OR FEEDER SCHEDULES FOR WIRE SIZES.
8. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SCHEDULE PROVIDED BY THE OWNER/GC. CONTRACTOR SHALL SUPPLY ALL MANPOWER
PANELBOARD AND CIRCUIT DESIGNATION ARE INDICATED.
(INCLUDING SHIFT WORK, OVERTIME, AND HOLIDAYS) AND MATERIALS AS REQUIRED TO COMPLY WITH THIS SCHEDULE.
9. VISIT THE SITE OF THE PROPOSED PROJECT TO BECOME FAMILIAR WITH CONDITIONS AND NATURE OF THE WORK PRIOR TO SUBMITTING BIDS. NOTIFY THE
ENGINEER OF DISCREPANCIES OR OMISSIONS FOR INTERPRETATION OR DECISION PRIOR TO SUBMITTING BIDS. SUBMISSION OF A PROPOSAL WILL BE
HOMERUN CONSISTING OF THREE SINGLE-PHASE CIRCUITS: SEE
EVIDENCE THAT SUCH FAMILIARIZATION HAS BEEN ATTAINED.
1R1-1,3,5 SPECIFICATIONS AND/OR FEEDER SCHEDULES FOR WIRE SIZES.
10. ANY DEMOLISHED ITEMS SHALL BE DISPOSED OF OR RECYCLED OFF SITE IN ACCORDANCE WITH STATE STATUTES UNLESS NOTED SPECIFICALLY TO BE
PANELBOARD AND CIRCUIT DESIGNATIONS ARE INDICATED.
TURNED OVER TO OWNER.
11. WHERE CONTRACTOR PROPOSES ALTERNATE SOLUTIONS, DIFFERENT ROUTINGS OF CONDUIT, DIFFERENT LOCATIONS OF EQUIPMENT, ETC. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE RAMIFICATIONS 0 F THE PROPOSED CHANGE THAT ARE NOT INCLUDED IN HIS PROPOSAL BUT
/-�'�► HOMERUNCONSISTING OF ONE THREE-PHASE CIRCUITS: SEE
BECOME APPARENT AT AAATER DATE, AND SHALL BE RESPONSIBLE FOR ALL COST AND CONSEQUENCES OF CORRECTING ANY AND ALL CONFLICTS,
1M1.1:3:5 SPECIFICATIONS AND/OR FEEDER SCHEDULES FOR WIRE SIZES.
DEFICIENCIES OR PROBLEMS THAT INCREASE COST, INCREASE CONSTRUCTION TIME OR CREATE CODE VIOLATIONS.
PANELBOARD AND CIRCUIT DESIGNATIONS ARE INDICATED.
12. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE
TO THE ENGINEER. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE LOCATED EXACTLY AS
SHOWN ON THE DRAWINGS. COORDINATION WITH OTHER TRADES FOR LOCATION AND BURIAL DEPTHS WILL BE REQUIRED AND ANY SUCH REQUIRED
MISCELLANEOUS SYMBOL LEGEND
DEVIATIONS SHALL BE CONSIDERED PART OF THIS SCOPE OF WORK. SITE UTILITY INFORMATION IS NOT GUARANTEED, THEREFORE THE CONTRACTOR
SHALL FIELD VERIFY THE EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES PRIOR TO BEGINNING WORK, PROTECT ANY EXISTING UTILITIES TO
REMAIN FROM DAMAGE DURING THE COURSE OF CONSTRUCTION.
DETAIL NUMBER
13. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM. THE PLANS AND SPECIFICATIONS ARE
TITLE
INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR
CONTRACTOR
THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS SHALL BECOME THOROUGHLY
DETAIL TITLE REFERENCE
Ezao SCALE:
ACQUAINTED WITH THE MECHANICAL, PLUMBING, ARCHITECTURAL, STRUCTURAL, CIVIL AND ELECTRICAL'. PLANS BEFORE SUBMITTING BIDS. NO :
SHEET NUMBER WHERE DETAIL IS REFERENCED
ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH THE PROJECT.
E200
ADDITIONAL SHEET REFERENCES
14. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF THE ARCHITECT OR ENGINEER, WITH REGARD TO ANY DETAIL, IS NOT CLEAR OR IS CAPABLE OF
MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING PRIOR TO
SUBMISSION OF A BID. THE ARCHITECT OR ENGINEER SHALL MAKE CORRECTION OR CLARIFICATION IN WRITING. NO ADDITIONAL COMPENSATION WILL BE
DETAIL NUMBER
PERMITTED FOR WORK OR MATERIALS WHICH THE ARCHITECT OR ENGINEER MAY REQUIRE, PROVIDED IT COMES WITHIN A REASONABLE INTERPRETATION
X
OF THE DRAWINGS AND SPECIFICATIONS.
XX.XX
15. PROVIDE TEMPORARY LIGHTING AND POWER FOR THE PROJECT IN ACCORDANCE WITH OSHA STANDARDS. ADEQUATE DISTRIBUTION AND OUTLETS SHALL
SHEET NUMBER TO WHERE DETAIL IS REFERENCED
BE PROVIDED TO POWER ALL CONTRACTORS 120V SINGLE PHASE TOOLS WITHIN 100' OF ALL WORK SPACES.
16. ALL SYSTEMS SHALL BE TESTED FOR PERFORMANCE VERIFICATION IN THE PRESENCE OF THE OWNER, AT THE COMPLETION OF THE PROJECT. ALLOW 4
ABBREVIATIONS
HOURS FOR TRAINING OWNERS PERSONNEL ON ALL SYSTEMS.
IT THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EQUIPMENT TO BE COMPLETELY FREE OF INTERNAL DEBRIS, EXTERIOR PAINT/MARKS, AND DIRT.
A AMPERES MCB MAIN CIRCUIT BREAKER
18. PROVIDE 1 YEAR WARRANTY FOR ALL MATERIALS AND LABOR FROM THE DATE OF CERTIFICATE OF OCCUPANCY.
AE AUDIO ENHANCEMENT MCC MOTOR CONTROL CENTER
19, CONTRACTOR PERFORMING ANY PART OF THIS SCOPE OF WORK SHALL BE A STATE CERTIFIED (TYPE E.C. LICENSE) ELECTRICAL CONTRACTOR. PROVIDE
AFC ABOVE FINISHED CEILING MCP MOTOR CIRCUIT PROTECTOR
FIELD SUPERINTENDENT WHO HAS A MINIMUM OF FOUR (4) YEARS PREVIOUS SUCCESSFUL EXPERIENCE ON PROJECTS OF COMPARABLE SIZE AND
AFF ABOVE FINISHED FLOOR MFR MANUFACTURER
COMPLEXITY. SUPERINTENDENT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION AND MUST HAVE AN ACTIVE JOURNEYMAN OR MASTER
AFG ABOVE FINISHED GRADE MH METAL HALIDE
ELECTRICAL LICENSE FOR THE JURISDICTION WHERE THE WORK IS BEING PERFORMED.
AIC AMPERES INTERUPTING MIN MINIMUM
20. WORK IS IN CONNECTION WITH EXISTING BUILDINGS WHICH MUST REMAIN IN OPERATION WHILE WORK IS BEING PERFORMED. WORK SHALL BE IN
CAPACITY MISC MISCELLANEOUS
ACCORDANCE WITH THE SCHEDULE REQUIRED BY THE CONTRACT. SCHEDULE WORK FOR MINIMUM OUTAGES ACCEPTABLE TO OWNER. NOTIFY OWNER 72
AL ALUMINUM MMS MANUAL MOTOR STARTER SWITCH
HOURS IN ADVANCE OF ANY SHUT -DOWN OF EXISTING SYSTEMS. PERFORM WORK DURING NON -SCHOOL OPERATING HOURS UNLESS OTHERWISE'
AWG AMERICAN WIRE GAUGE MTR MOTOR
ACCEPTED BY OWNER. PROTECT EXISTING BUILDINGS AND EQUIPMENT DURING CONSTRUCTION.
MTD MOUNTED
21, THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF ANY PRODUCT, INSULATION, COMPOUND OF MATERIAL CONTAINING
BFC BELOW FINISHED CEILING
MTG MOUNTING
OR INCORPORATING ASBESTOS OR PCB, IS PROHIBITED. THE REQUIREMENTS OF THIS SPECIFICATION FOR COMPLETE AND OPERATING ELECTRICAL
BFG BELOW FINISHED GRADE
C CONDUIT NAC NOTIFICATION APPLIANCE CIRCUIT
SYSTEMS SHALL BE MET WITHOUT THE USE OF ASBESTOS OR PCB.
NEC NATIONAL ELECTRICAL CODE
22. WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, CONTRACTOR IS TO PROVIDE THE OWNER WITH AS -BUILT DRAWINGS OF THE SINGLE LINE DIAGR t OF THE
CAB CABINET
NL NIGHT LIGHT, UNSWITCHED
ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING LOCATIONS OF EQUIPMENT SERVED, ALSO, PROVIDE OPERATIONS AND MAINTENANCE
CKT CIRCUIT
PNL PANEL
MANUALS FOR EQUIPMENT REQUIRING MAINTENANCE AND THE CONTACT INFORMATION FOR A QUALIFIED SERVICE AGENCY.
CLG CEILING
CL CENTERLINE PSI PULL STATION INSIDE
CT'S CURRENT TRANSFORMERS PVC POLYVINYL CHLORIDE
CU COPPER REC RECEPTACLE
SECTION 26 0519 - LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
DISC DISCONNECT(ING) RGS RIGID GALVANIZED STEEL
DWG DRAWING(S) SPD SURGE PROTECTION DEVICE
1. ALL POWER CONDUCTORS SHALL BE COPPER WITH DUAL RATED THHN/THWN 600V INSULATION.
EA EACH TEL TELEPHONE
2. PROVIDE ALL FEEDERS WITH CONDUCTORS SIZED SUCH THAT THEY DO NOT EXCEED 2% VOLTAGE DROP PER FBC ENERGY
ECB ENCLOSED CIRCUIT BREAKER TYP TYPICAL
CONSERVATION C405.7.3.1.
EF EXHAUST FAN LION UNLESS OTHERWISE NOTED
3. PROVIDE ALL BRANCH CIRCUITS WITH CONDUCTORS SIZED SUCH THAT THEY DO NOT EXCEED 3% VOLTAGE DROP PER FBOENERGY
EMT ELECTRICAL METALLIC TUBING V VOLTS
CONSERVATION C405.7.3.2. THE FOLLOWING METHOD SHALL BE USED FOR TYPICAL BRANCH CIRCUITS:
EQUIP EQUIPMENT VA VOLT-AMPERES
3.1. ALL 120V, 20A BRANCH CIRCUIT CONDUCTORS LESS THAN 60' IN LENGTH FROM THE CIRCUIT BREAKER TO ANY DEVICE SHALL UTILIZE
EUH ELECTRIC UNIT HEATER VFD VARIABLE FREQUENCY DRIVE
#12 MINIMUM THROUGHOUT AND #12 GROUND.
EWC ELECTRIC WATER COOLER W WATTS
3.2. ALL 120V, 20A BRANCH CIRCUIT CONDUCTORS WHERE THE LENGTH IS 60' TO 120' FROM THE CIRCUIT BREAKER TO ANY DEVICE SHALL
EWH ELECTRIC WATER HEATER WP WEATHER PROOF
UTILIZE #10 MINIMUM THROUGHOUT AND #10 GROUND, UNLESS OTHERWISE NOTED.
EXH EXHAUST XFMR TRANSFORMER
3.3. ALL 120V, 20A BRANCH CIRCUIT CONDUCTORS WHERE THE LENGTH IS 120'to 24Y FROM THE CIRCUIT BREAKER TO ANY DEVICE SHALL
EXIST EXISTING
BE # 8 CONDUCTOR MINIMUM THROUGHOUT AND #8 GROUND, UNLESS OTHERWISE NOTED.
EXP EXPLOSION PROOF
3.4. ALL 120V, 20A BRANCH CIRCUIT CONDUCTORS WHERE THE LENGTH IS GREATER THAN 24V FROM THE CIRCUIT BREAKER TO ANY
FA FIRE ALARM
DEVICE SHALL BE # 6 CONDUCTOR MINIMUM THROUGHOUT AND #6 GROUND, UNLESS OTHERWISE NOTED.
FLA FULL LOAD AMPERES
3.5. ALL 277V, 20A BRANCH CIRCUIT CONDUCTORS LESS THAN 140' IN LENGTH FROM THE CIRCUIT BREAKER TO ANY DEVICE SHALL UTILIZE
FLUOR FLUORESCENT
# 12 CONDUCTOR MINIMUM THROUGHOUT AND #12 GROUND, UNLESS OTHERWISE NOTED.
GFCI GROUND FAULT CIRCUIT
3.6. ALL 277V, 20A BRANCH CIRCUIT CONDUCTORS WHERE THE LENGTH IS 140' to 220' FROM THE CIRCUIT BREAKER TO ANY DEVICE SHALL
INTERRUPTER
BE # 10 CONDUCTOR MINIMUM THROUGHOUT AND #10 GROUND, UNLESS OTHERWISE NOTED.
GFP GROUND FAULT PROTECTION
3.7. ALL 277, 20A BRANCH CIRCUIT CONDUCTORS WHERE THE LENGTH IS 220'to 349 FROM THE CIRCUIT BREAKER TO ANY DEVICE SHALL BE
GND GROUND
# 8 CONDUCTOR MINIMUM THROUGHOUT AND #8 GROUND, UNLESS OTHERWISE NOTED.
HGT HEIGHT
3.8. ALL 277V, 20A BRANCH CIRCUIT CONDUCTORS WHERE THE LENGTH IS GREATER THAN 340' FROM THE CIRCUIT BREAKER TO ANY
HID HIGH INTENSITY DISCHARGE
DEVICE SHALL UTILIZE # 6 CONDUCTOR MINIMUM THROUGHOUT AND #6 GROUND, UNLESS OTHERWISE NOTED.
HPS HIGH PRESSURE SODIUM
4. PROVIDE DEDICATED NEUTRAL CONDUCTOR FOR ALL DIMMER CIRCUITS FROM THE LOAD BACK TO THE DIMMER.
HOA HAND -OFF -AUTOMATIC
5. DO NOT PULL CONDUCTORS INTO CONDUIT UNTIL CONDUIT IS COMPLETE FROM END TO END AND ALL WORK, WHICH MAY CAUSE DAMAGE
HP HORSEPOWER
TO CONDUCTORS, IS COMPLETED.
6. USE PULLING MEANS THAT WILL NOT DAMAGE CABLES OR RACEWAY. USE MANUFACTURERS APPROVED PULLING COMPOUND OR
HVAC HEATING/VENTILATING/
LUBRICANT WHERE NECESSARY. DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED MAXIMUM PULLING TENSIONS AND SIDEWALL
AIR CONDITIONING
PRESSURE VALUES,
HV HIGH VOLTAGE
7. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. IF
IN INCANDESCENT
MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 4868.
BOX
B JUUNCTINCTIOON N B
8. NO SPLICES SHALL BE MADE IN JUNCTION BOX, AND OUTLET BOXES (WIRE NO.6 AND LARGER) WITHOUT WRITTEN ACCEPTANCE OF
ENGINEER.
kVA KILO -VOLTS -AMPERES
9. ALL INTERIOR POWER AND LIGHTING TAPS AND SPLICES IN N0. B OR SMALLER SHALL BE FASTENED TOGETHER BY MEANS OF "SPRING
WAR KILO -VOLTS -AMPERES REACTIVE
TYPE" CONNECTORS. ALL TAPS AND SPLICES IN WIRE LARGER THAN NO.8 SHALL BE MADE WITH COMPRESSION TYPE CONNECTORS AND
kW KILO -WATTS
TAPED TO PROVIDE INSULATION EQUAL TO WIRE.
kWH KILO -WATT-HOURS
10. ALL EXTERIOR BELOW GRADE POWER AND LIGHTING TAPS AND SPLICES SHALL BE MADE WITH COMPRESSION TYPE CONNECTORS AND
LTG LIGHTING
COVERED WITH RAYCHEM HEAVYWALL CABLE SLEEVES (TYPE CRSM-CT, WCSM OR MCK) WITH TYPE "S" SEALANT COATING WITH SLEEVE
Tr METER
KITS AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS OR BE TERMINATED/CONNECTED TO IN ABOVE GRADE TERMINAL BOXES
mm MILLIMETER
SUITABLE FOR SUCH EXTERIOR USE.
MAX MAXIMUM
SECTION 26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
1. PROVIDE CONTINUOUS GROUNDING SYSTEM IN ACCORDANCE WITH NEC 250 AND AS INDICATED.
2. PROVIDE COPPER EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS. SIZE GROUNDING CONDUCTOR IN ACCORDANCE WITH NEC 250.
3. PROVIDE AT LEAST (3) 30' X 3/4" COPPER GROUND RODS SPACED 39 APART TO FORM A DELTA FOR THE GROUNDING ELECTRODE. TEST GROUND
RESISTANCE OF THE DELTA RODS TO BE 5 OHM OR LESS WITHOUT CONNECTION TO THE REMAINDER OF THE GROUNDING ELECTRODE. IF RESISTANCE IS
GREATER THAN 5 OHMS, DRIVE ADDITIONAL GROUND RODS TO ACHIEVE 5 OHMS OR LESS.
4. EFFECTIVELY GROUNDED METAL WATER PIPING, STRUCTURAL STEEL, UFER GROUNDS, COUNTERPOISE AND GROUND RODS SHALL BE CONNECTED TO
FORM THE GROUNDING ELECTRODE IN ACCORDANCE WITH NEC 250. PROVIDE THE GROUNDING ELECTRODE CONDUCTOR IN ACCORDANCE WITH NEC 250,
5. EQUIPMENT GROUND CONDUCTORS SHALL BE INSULATED AND HAVE A CONTINUOUS OUTER FINISH THAT IS GREEN. EQUIPMENT GROUNDING
CONDUCTORS LARGER THAN #6AWG SHALL BE PERMITTED TO BE PERMANENTLY IDENTIFIED AT ONLY THOSE POINTS WHERE THE CONDUCTOR IS
ACCESSIBLE.
6. GROUND BARS SHALL BE COPPER OF THE SIZE AND DESCRIPTION AS SHOWN ON THE DRAWINGS, IF NOT SIZED ON DRAWINGS, BUS BAR SHALL BE
MINIMUM 1/4" X 4" BUS GRADE COPPER, SPACED FROM WALL ON INSULATING 2" POLYESTER MOLDED INSULATOR STANDOFF/SUPPORTS, AND BE 17' OR
GREATER MINIMUM OVERALL LENGTH, ALLOWING 2" LENGTH PER LUG CONNECTED THERETO. INCREASE OVERALL LENGTH AS REQUIRED TO FACILITATE
ALL LUGS REQUIRED WHILE MAINTAINING 2" SPACING. SIZE OF BUS BAR USED IN MAIN ELECTRICAL ROOM SHALL BE SIMILAR EXCEPT MINIMUM OF 4" HIGH
AND 24" LONG,
7. ALL CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC WELDED UNLESS OTHERWISE NOTED HEREIN, ALL CONNECTIONS ABOVE GRADE AND IN
ACCESSIBLE LOCATIONS MAY BY EXOTHERMIC WELDING OR BY BRAISING OR CLAMPING WITH DEVICES UL LISTED AS SUITABLE FOR USE EXCEPT IN
LOCATIONS WHERE EXOTHERMIC WELDING IS SPECIFICALLY SPECIFIED IN THESE SPECIFICATIONS OR CALLED FOR ON DRAWINGS.
8. BOND LIGHTNING PROTECTION SYSTEM GROUNDS TO ELECTRICAL SERVICE SYSTEM GROUND, ALL PIPING ENTERING OR LEAVING ALL BUILDINGS, AND
COUNTERPOISE SYSTEM GROUND WHERE PROVIDED.
9. ONE 30 FT. GROUND ROD ELECTRODE SHALL BE DRIVEN VERTICALLY TO A MINIMUM DEPTH OF 30 FT. PLUS 1 FT. BELOW GRADE IN EACH MANHOLE,
HANDHOLE OR PULLBOX (IN GROUND). BOND ROD TO METAL COVER WITH APPROPRIATE LUG AND BARE CU CONDUCTOR.
10. INSTALL GROUNDING BUS IN ALL EXISTING PANELBOARDS OF REMODELED AREAS, FOR CONNECTION OF NEW GROUNDING CONDUCTORS, CONNECTED TO
BUILDING GROUNDING ELECTRODE.
SECTION 26 05 33 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
1. ALL WIRING SHALL BE INSTALLED INADEQUATELY SIZED CONDUIT UNLESS OTHERWISE NOTED. USE %" MINIMUM FOR ALL CONDUITS.
2. CONCEAL ALL CONDUITS IN WALLS, ABOVE FINISHED CEILING, IN FLOOR SLABS AND UNDERGROUND EXCEPT IN MECHANICAL AND ELECTRICAL ROOMS.
3. CREATE ALL OPENINGS FOR CONDUIT PENETRATIONS THROUGH WALLS, SLABS, AND ROOF OPENINGS. SEAL ALL PENETRATIONS APPROPRIATELY.
PROVIDE PROPER FIRE PENETRATION SEALING OF ALL OPENINGS THROUGH FIRE RATED WALLS, CEILING, AND FLOORS IN ACCORDANCE WITH THE
APPROPRIATE UL LISTED FIRE PENETRATION DETAILS.
4. COORDINATE THE INSTALLATION OF ALL CONDUITS WITH STRUCTURAL, MECHANICAL, PLUMBING, AND OTHER CONTRACTORS PRIOR TO INSTALLATION.
5. USE SCHEDULE 40 PVC FOR ALL EXTERIOR BELOW GRADE WORK. USE GRC FOR EXPOSED EXTERIOR WORK. SWEEPS SHALL BE UTILIZED FOR ALL UTILITY
CONDUITS AND AS NEEDED BY THE CONTRACTOR FOR PULLING PURPOSES.
6. EMT SHALL BE USED FOR ALL INTERIOR WORK EXCEPT USE GRC WHERE CONDUIT IS SUBJECT TO DAMAGE, STEEL SETSCREW INSULATED THROAT
FITTINGS SHALL BE USED IN DRY LOCATIONS. STEEL COMPRESSION INSULATED THROAT FITTINGS SHALL BE USED IN WET OR DAMP LOCATIONS.
7. USE FLEXIBLE METAL CONDUIT IN DRY LOCATIONS AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT IN DAMP OR WET LOCATIONS FOR THE FINAL CONNECTION
OF MOTORS, TRANSFORMERS AND OTHER EQUIPMENT WITH VIBRATION.
8. ALL UNUSED OR SPARE CONDUITS SHALL BE CAPPED AND LABELED (OPPOSITE END LOCATION AND USE) AT BOTH ENDS. PROVIDE WITH A PULL STRING.
9. ALL CONDUIT AND CABLE SUPPORTS SHALL BE LISTED AND LABELED FOR THEIR INTENDED INSTALLATION. TIE WIRE SHALL NOT BE UTILIZED FOR SUPPORT
10. PROVIDE OUTLET BOXES THAT ARE 4" SQUARE STEEL WITH PLASTER RING SIZED IN ACCORDANCE WITH THE NEC FOR DRY LOCATIONS. USE MINIMUM 1 '/z"
DEEP BOXES. COORDINATE THE APPROPRIATE RING TYPE WITH THE DEVICE OR FIXTURE TO BE INSTALLED.
11. PROVIDE OUTLET BOXES THAT ARE CAST ALUMINUM WITH THREADED HUBS FOR EXPOSED DAMP OR WET LOCATIONS.
12. USE NEMA 1 RATED BOXES FOR PULL BOXES IN DRY LOCATIONS. USE NEMA 311 RATED BOXES FOR ALL EXTERIOR ABOVE GROUND PULL BOXES. USE
STAINLESS STEEL OR PVC BOXES IF EXPOSED TO CORROSIVE ENVIRONMENT
13. EXTERIOR IN GROUND BOXES SHALL BE NEMA 6 RATED FOR UNDERWATER SUBMERSION. PROVIDE APPROPRIATE CONCRETE RING AND COVER OVER
NEMA 6 BOXES FOR ACCESS AND MECHANICAL PROTECTION. PROVIDE TRAFFIC RATED COVERS FOR CONCRETE RINGS IN ALL AREAS.
14. FLOOR BOXES FOR SLAB ON GRADE SHALL BE PVC WITH BRASS COVERS AND RINGS. FLOOR BOXES IN ALL OTHER RATED FLOORS SHALL BE DEEP CAST
STEEL WITH BRASS COVERS AND RINGS. UTILIZE POKE THRU BOXES WITH BRASS COVERS FOR USE IN EXISTING FIRE RATED FLOORS.
15. COORDINATE ALL POWER AND SYSTEM DEVICE BOX LOCATIONS SO THAT THEY ARE LOCATED AT THE SAME HEIGHT WHEN LOCATED ADJACENT TO EACH
OTHER.
16. THIS CONTRACTOR SHALL GET FINAL APPROVAL FROM THE ARCHITECT FOR THE LOCATIONS OF ALL EXTERIOR LIGHT FIXTURES, POWER OUTLETS, AND
SYSTEM DEVICES PRIOR TO THE INSTALLATION OF BOXES AND CONDUIT.
17. ITEMS LOCATED IN TILE SURFACES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE DIMENSIONS GIVEN AND SHALL BE HORIZONTALLY AND
VERTICALLY CENTERED AND ALIGNED WITH THE TILE JOINTS
18. LOCATE CEILING MOUNTED ITEMS AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLANS. WHERE ITEMS ARE NOT SHOWN ON THE REFLECTED
CEILING PLAN, CONSULT THE ARCHITECT AND LOCATE ACCORDINGLY.
19. WHERE INSTALLATION ABOVE COUNTER IS INDICATED, INSTALL ITEM 1" FROM THE BOTTOM OF THE BOX OR ITEM TO THE TOP OF THE COUNTER (OR
BACKSPLASH IF SO EQUIPPED).
20. INSTALL FIXTURE BOXES ABOVE DOORS A MINIMUM OF V FROM THE BOTTOM OF THE BOX OR FIXTURE TO THE TOP OF THE DOOR FRAME. PRIOR TO BOX
INSTALLATION, VERIFY THAT THERE IS SUFFICIENT WALL SPACE ABOVE THE DOOR IS AVAILABLE FOR THE ITEM TO BE INSTALLED.
21, INSTALL LIGHTING FIXTURE BOXES SHOWN WALL MOUNTED ABOVE MIRRORS CENTERED WITH THE MIRROR AND 1" FROM THE BOTTOM OF THE BOX OR
FIXTURE TO THE TOP OF THE MIRROR.
22, THE CONTRACTOR SHALL VERIFY THE EXACT DIRECTION OF ALL DOOR SWINGS PRIOR TO THE ROUGH IN OF BOXES MOUNTED IN WALLS.
SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS
1. PROVIDE ENGRAVED LABELS FOR ALL LOADCENTERS, PANELBOARDS, DISTRIBUTION PANELBOARDS, SWITCHBOARDS, SWITCHBOARD/DISTRIBUTION PANEL
MOUNTED CIRCUIT BREAKERS, DISCONNECT SWITCHES AND TRANSFORMERS THAT IDENTIFY THE ITEM OR LOAD SERVED, VOLTAGE, AMPERAGE AND
WHERE IT ORIGINATES. SCREWS SHALL BE USED TO ATTACH THE LABELS (DO NOT USE TAPE OR ADHESIVE). FIRST LINE SHALL HAVE WHITE 3/8° LETTERS
AND ALL OTHER LINES SHALL BE W LETTERS. LABELS SHALL BE BLACK FOR "NORMAL POWER" AND RED FOR'EMERGENCY POWER".
2. TYPED CIRCUIT DIRECTORIES SHALL BE PROVIDED FOR EACH LOADCENTER OR PANELBOARD INDICATING THE LOAD SERVED AND ROOM IDENTIFICATION.
3. LABEL EACH JUNCTION BOX WITH INDELIBLE MARKER AS TO THE SYSTEM WITHIN OR CIRCUIT NUMBERS CONTAINED WITHIN.
4. POWER CONDUCTORS SHALL BE LABELED WITH VINYL OR VINYL -CLOTH, SELF ADHESIVE, WRAPAROUND TYPE LABELS WITH PREPRINTED NUMBERS AND
LETTERS TO INDICATE THE PANEL AND CIRCUIT NUMBER OF EACH CONDUCTOR.
5. PERMANENT, BRIGHT COLORED, CONTINUOUS PRINTED, VINYL UNDERGROUND WARNING TAPE WITH PRINTED LEGEND THAT INDICATES THE TYPE OF
UNDERGROUND LINE SHALL BE INSTALLED OVER ALL UNDERGROUND CONDUITS.
6. GROUNDED CONDUCTORS #6 AWG AND SMALLER SHALL BE IDENTIFIED BY A CONTINUOUS WHITE OUTER FINISH FOR 240 OR 208 V SYSTEMS AND SHALL BE
IDENTIFIED BY A CONTINUOUS GRAY OUTER FINISH FOR 480V SYSTEMS. THIS IDENTIFICATION SHALL BE PERMANENTLY POSTED AT EACH BRANCH CIRCUIT
PANELBOARD OR DISTRIBUTION EQUIPMENT.
7. GROUNDED CONDUCTORS LARGER THAN #6 AWG SHALL BE IDENTIFIED AT THE TIME OF INSTALLATION BY A DISTINCTIVE WHITE MARKING AT ITS
TERMINATION FOR 240v OR 208v SYSTEMS AND SHALL BE INDENTIFIED BY A DISTINCTIVE GRAY MARKING AT ITS TERMINATION FOR 480v SYSTEMS. THIS
MARKING SHALL ENCIRCLE THE CONDUCTOR OR INSULATION.
8. THE FOLLOWING COLOR CODING SHALL BE UTILIZED FOR ALL CURRENT CARRYING CONDUCTORS. CONTINUOUS COLOR CODED INSULATION SHALL BE
BLACK, RED, BLUE FOR 240V OR 208 V SYSTEMS AND BROWN, ORANGE, YELLOW FOR 480V SYSTEMS. V WIDE COLORED TAPE ENCIRCLING THE
CONDUCTOR EVERY 2" FOR THE ENTIRE EXPOSED CONDUCTOR MAY BE UTILIZED FOR COLOR CODING CONDUCTORS LARGER THAN #6 AT EACH
ACCESSIBLE POINT AND AT EACH TERMINATION POINT IN LIEU OF CONTINUOUS COLOR CODING.
9. PROVIDE ARC FLASH LABELING OF ALL ELECTRICAL PANELS, SWITCHGEAR, TRANSFORMERS, DISCONNECTS,ENCLOSED CIRCUIT BREAKERS, CONTROL
PANELS, AND MOTOR CONTROLLERS IN ACCORDANCE WITH NFPA 70110.16. ARC FLASH CALCULATIONS REQUIRED FOR THE LABEL SHALL BE PROVIDED BY
A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AS PART OF THIS CONTRACT. LABEL SHALL INCLUDE ALL INFORMATION AS REQUIRED BY
THE MOST CURRENT VERSION OF NFPA 70E.
SECTION 26 27 26 - WIRING DEVICES
T L WIRING L SELECTED Y TARCHITECT FROM IVORY WHITE BLACK BROWN OR GRAY.
1 HE COLOR OF W R NG DEVICES SHALL BE SELEC E B HE
2. LIGHT SWITCHES SHALL BE 20A, 120/277V, SPECIFICATION GRADE, TOGGLE. PROVIDE SINGLE POLE, DOUBLE POLE, 3 WAY, OR 4 WAY AS INDICATED.
3. GENERAL USE RECEPTACLES SHALL BE 20A,12OV, SPECIFICATION GRADE, HEAVY DUTY, N5-20R.
4, GROUND FAULT INTERRUPTING RECEPTACLES SHALL BE 20A, 120V, HEAVY DUTY, SPECIFICATION GRADE, N5-20R.
5. PROVIDE HIGH IMPACT THERMOPLASTIC 1MM THICK WALL PLATES FOR ALL DEVICES, PROVIDE A SINGLE PLATE FOR MULTIPLE GANG MOUNTED DEVICES T( MAY
6. IN WET LOCATIONS PROVIDE METALLIC SPRING LOADED LIFT COVERS LISTED AND LABELED FOR USE IN WET LOCATIONS WHILE "IN USE° `
7. ALL RECEPTACLES AND SWITCHES SHALL BE GROUNDED BY MEANS OF A GROUND WIRE FROM DEVICE GROUND SCREW TO OUTLET BOX SCREW AND �J %
BRANCH CIRCUIT GROUND CONDUCTOR. STRAP ALONE WILL NOT CONSTITUTE AN ACCEPTABLE GROUND._
8. UNLESS OTHERWISE INDICATED, MOUNT FLUSH, WITH LONG DIMENSION VERTICAL AND WITH GROUNDING TERMINAL OF RECEPTACLES ON TOP. GROUP �; D4
ADJACENT SWITCHES OR RECEPTACLES UNDER MULTIGANG WALL PLATES. PROVIDE PROPER NEC BARRIERS IN BOXES WHICH SERVE DEVICES FOR BOTH '
THE NORMAL AND EMERGENCY SYSTEMS.
9. AT EACH RECEPTACLE "IN" AND "OUT' PHASE AND NEUTRAL CONDUCTORS SHALL HAVE AN ADDITIONAL CONDUCTOR FOR CONNECTION TO DEVICE. THE, t
�+. "
PRACTICE OF "LOOPING" CONDUCTORS THROUGH RECEPTACLE BOXES SHALL NOT BE ACCEPTABLE.
4
ELECTRICAL SYMBOLS
SGM
ENGINEERING
CA-000 2W
935 LAKE BALDWIN LANE
CiRLANDO, FL 32814
TEC 407-767-5188
FAX-407-767-5772
W W W.SGMENGINEERING.COM
COPYRIGHT ® 2020 SGM ENGINEERING, INC.
SGM #: 2020-233
Client Name:
TCERDA
7550 PRU1T1r, RESEARCH
CENTER RD
FORT PIERCE"., FL 34945
Issue:
No. Date Description
Project Name:
TCERDA SUNSHINE
KITCHEN BOSSINESS
INCUBATOR KITCHEN
MODIFICATIONS
Drawing File Name: Project Number:
1600-EO01-2020233.DWG 2020-233
Seal: ...,utnuuuunniScale: AS SHOWN
Design By. JS
�\CE, �� % Drawn BY AR
Justin L-Mndell" ' �°70 '. � Checked BY JS
. Engineer of Record:
n $TAJISTIN L. MUNDELL FL-70700
%, <S `' License Number:
''ll,,SONAL `- a0"`O FL70700
I Sheet Name:
ELECTRICAL. SYMBOLS
Sheet Number:
E001
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�I ELECTRICAL
FLOOR
PLAN
AN
/
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SCALE:1/8"=1'-0"
0 4' 8t
18'
wz
Jam..
GENERAL NOTES:
a. REFER TO SYMBOL LEGEND ON SHEET E001.
b. REFER TO DRAWING SPECIFICATIONS.
c. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS TO COORDINATE
EXACT PLACEMENT OF ALL DEVICES, EQUIPMENT, FIXTURES,
SWITCHES AND OUTLETS.
d. ALL FEEDERS ARE TO HAVE LESS THAN 2% TOTAL VOLTAGE DROP
AND ALL BRANCH CIRCUITS SHALL HAVE LESS THAN 3% VOLTAGE
DROP.
e. IF CIRCUITS ARE COMBINED AND RUN AS MULTI -WIRE BRANCH
CIRCUITS SHARING A COMMON NEUTRAL, THEN EACH UNGROUNDED
CONDUCTOR MUST BE DISCONNECTED SIMULTANEOUSLY BY A
COMMON TRIP CIRCUIT BREAKER. CONTRACTOR MAY, AT THEIR
OPTION, PROVIDE EITHER COMMON TRIP MULTI -POLE CIRCUIT
BREAKERS OR UTILIZE MANUFACTURERS LISTED HANDLE TIES IN
ORDER TO PROVIDE THE SIMULTANEOUS TRIP. THESE DEVICES ARE
NOT SHOWN IN THE PANEL SCHEDULES AND MUST BE PROVIDED BY
THIS SCOPE OF WORK. NO MORE THAN 3 CIRCUITS MAY BE
COMBINED IN A SINGLE RACEWAY WITHOUT PRIOR APPROVAL BY
THE ENGINEER.
f. CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING
SIDEWALKS OR DIRECTIONAL BORING UNDER ALL SIDEWALKS AND
ROADS. UTILIZE 3000 PSI CONCRETE FOR ANY PATCHING OF
ROADWAY (BLACK CONCRETE) OR SIDEWALK. FINISH LOOK OF THE
CONCRETE SHALL MATCH THE EXISTING LOOK OF THE
SURROUNDING CONCRETE OR ASPHALT. CONTRACTOR SHALL
COMPACT ALL TRENCHES NOT UNDER CONCRETE TO 95% AND
UNDER CONCRETE TO 98% COMPACTION, MAINTAIN THE FLOW OF
TRAFFIC DOWN THE STREET AT ALL TIMES. PROVIDE A WRITTEN
MAINTENANCE OF TRAFFIC PLAN PRIOR TO BEGINNING ANY WORK
THAT WILL DISRUPT THE NORMAL FLOW OF TRAFFIC. PROVIDE ALL
SIGNAGE, FLAGMEN, ETC REQUIRED TO MAINTAIN THE TRAFFIC
FLOW. PLANT NEW GRASS WHERE WORK WAS DISTURBED. ALL
AREAS SHALL BE BROUGHT TO AN "AS FOUND" CONDITION.
g. CONTRACTOR SHALL PERFORM CIRCUIT TRACE ON ALL BRANCH
CIRCUITS IN PANEL BEING REPLACED AND PROVIDE AN UPDATED
TYPEWRITTEN PANEL SCHEDULE IDENTIFYING CIRCUITS FED AND
LOCATION AND/OR ROOM NUMBER.
h. CONTRACTOR TO SEGREGATE ALL GROUNDS AND NEUTRALS ONTO
THE CORRECT BUS.
i. CONTRACTOR TO CONFIRM THAT THERE IS A GROUND CONDUCTOR
FOR EACH LOAD OR THAT THE CONDUIT PATH GROUND IS
CONTINUOUS FOR EACH LOAD.
j. CONTRACTOR SHALL PROVIDE ARC FLASH WARNING LABELS FOR
ALL PANELS BEING REPLACED.
k. CONTRACTOR TO CHECK PHASE ROTATION PRIOR TO
DISCONNECTION AND AFTER RECONNECTION OF POWER.
I. CONTRACTOR TO IDENTIFY CONDUITS EXITING PANEL WITH CIRCUIT
NUMBER INFORMATION.
m. ENSURE ALL WIRES ARE TAGGED PER IDENTIFICATION
SPECIFICATION.
PLAN KEYNOTES: Q
1. PROVIDE DEDICATED 120 VOLT CIRCUIT TO HEAT TRACE.
SGM
ENGINEERING
CA-00006208
935 LAKE BALDWIN LANE
ORLANDO, FL. 32814
TEL:407-767-5188
FAX:407-767-5772
W W W.SGMENGINEERING.COM
COPYRIGHT ® 2020 SGM ENGINEERING, INC.
SGM A 2020-233
;lient Name:
TCERDA
7550 PRUITT, RESEARCH
CENTER RD
FORT PIERCE, FL 34945
11
Issue:
No. Date
Description
Project Name:
TCERDA SUNSHINE
KITCHEN BUSSINESS
INCUBATOR KITCHEN
MODIFICATIONS
Drawing File Name:
Project Number:
1600—E301-2020233.DWG
2020-233
Seal: uamummuniz///
"°���0
Scale: AS SHOWN
W E. �1
G'''•.
Design By JS
v\UNSF _�p
Drawn By. AR
No. 70700 Checked By. JS
rr—
Engineer of Record:
STIN L. MUNDELL FL-70700
OR k
Q\`.
License Number:
R70700
et Name:
ELECTRICAL
FLOOR PLAN
Number:
E301
MANUFACTURER: SO. D.
MAIN OPTIONS REQUIRED
PANEL NAME: 1D1 (EXIST).
MCB: 225 AMPS
LOCATION: EVENT ROOM
TYPE:. NOW
AIC RATING:
KAMPS
MLO: AMPS
MOUNTING. SURFACE
VOLTS LN: 120
V
S.E RATED:
NEMA TYPE:
WIDTH: 20.00
IN
VOLTS L-L: 208
V
OR PROT NO
DEPTH: 5.75
IN
PHASE 3
SHUNTTRIP:
N
N
L
O
O
T
IDENTIFICATION
LOAD/PHASE (KVA)
CIRCUITBREAKER LOADIPHASE (KVA)
OL.
A
IDENTIFICATION
T
E
A
D
D
E
S
S
CKT
A B C
TRIP P P .TRIP A B C
NO.
NO
20 1 1 20. 1 -:
L
LIGHTING
2
1
RECEPTACLE
R
67^_
RECEPTACLE
R
20 11 20
L
LIGHTING.
4
3
5
RECEPTACLE
R
0.72
20 1 2C
O
EXISTING LOAD
6
7
RECEPTACLE
R
C7P
20 1 1 2C
R
GFI
8
1
9
NEW HEAT TRACE
E
1.92
20 1 20
O
EXISTING LOAD
10
20 1,1 20
O
EXISTING LOAD
12
11
SPARE
S
SPARE
14
t3
SPARE
20 1 20
S
SPARE
16
15
SPARE
vn
c
SPARE..
18
LIGHTING (L,
RECEPTACLES 1ST10KVA(R'.
RECEPTACLES OVER IOKVA(R
HVAC EQUIPMENT (H',
APPLIANCES (A
EQUIPMENT (E
LARGEST MOTOR (M
OTHER (O
SPARE IS
LINKED PANEL (P
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2f
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Q
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N 1
20
®0 willillilliffil
CONN.
LOAD
(KVA)
M4MD
FAcr0R
DEMAND
LOAD
(KVA)
3.84
1.25
- 4.80
3.06
1.00
3.06
OAO
0.50
0L00
21.60
1 00
21.60
0.00
1.00
0.00
i 1.92
T.00
1.92
I 0.00
1.25
0.00
5.76
1.00
5:76
0.00
1.00
0.00
I NCLUD® H ABOVETOTALS
SURGE PROTECTION
TOTAL CONNECTED KVA: 36.18
TOTAL CONNECTED AMPS/PH:101
TOTAL DEMAND KVA: 37.14
TOTAL DEMAND AMPSIPH: 103
GENERAL NOTES:
a PROVIDE ARC FLASH LABELING FOR THE PANEL IN ACCORDANCE WITH NFPA 70 & 70E
ASSPECIFIED.
SCHEDULE NOTES:
1 USE EXISTING SPARE BREAKER TO PROVIDE TO HEAT TRACE.
i
i
su.JN4
ENGINEERING
CA-OM208
935 LAKE BALDWIN LANE
MANDO, FL 32814
TEL:407-767-5188
FAX:407-767-5772
W W W.SGMENGINEEP,ING.COM
COPYRIGHT 0 2020 SGM ENGINEERING, INC.
SGM #: 2020-233
blient Name:
TCERDA
7550 PRUITT, RESEARCH
CENTER RD
FORT PIERCE, FL 34945
I
i
I
f
Issue:
i
No.
Date
Description
i
i
c
IL
Project Name:
TCERDA SUNSHINE
KITCHEN BOSSINESS
INCUBATOR KITCHEN
MODIFICATIONS
Sheet Name:
ELECTRICAL
SCHEDULES
Sheet Number:
Eell ® 1
ABBREVIATIONS
CW
COLD WATER
HW
HOT WATER
HWR
HOT WATER RETURN
DWV
DRAIN, WASTE, AND VENT
W.
WASTE
GW
GREASE WASTE
FM
FORCE MAIN
COND.
CONDENSATE
V.
VENT
VTR
VENT THRU ROOF
CO
CLEANOUT
WCO
WALL CLEANOUT
FCO
FLOOR CLEANOUT
ECO
EXTERIOR CLEANOUT (GRADE)
B.V.
BALANCING VALVE
AB.
ABOVE
ON.
DOWN
Cl
CEILING
0/H
OVERHEAD
MIN.
MINIMUM
C.P.
CHROME PLATED
S.S.
STAINLESS STEEL
SL.
SLOPE
GA.
GAUGE
BLDG.
BUILDING
CONN.
CONNECTION
A.H.A.P.
AS HIGH AS POSSIBLE
A.F.F.
ABOVE FINISHED FLOOR
B.F.F.
BELOW FINISHED FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
I.E.
INVERT ELEVATION
FO
FLOOR DRAIN
AD
AREA DRAIN
FS
FLOOR SINK
RD
ROOF DRAIN
CD
CONDENSATE DRAIN
CR
CONDENSATE RECEPTOR
' HB HOSE BIBB
o
M
N
O
N
O
N
f
0
0
a
t
n
ca
z
on
z
0
rn
CK
Y
W
z_
s
z
U)
z
0
U
F.
N.W
1
O
o:.
O
N
Lq0
0
nf-
-a
wz
Jam.
PLUMBING FIXTURE SCHEDULE
MARK
FIXTURE
SOIL
WASTE
VENT
HW
CW
MANUFACTURER
ELKAY MODEL'RNSF8354LR4' 3-COMPARTMENT SINK,
CHICAGO MODEL #540-LDL12ABCP FAUCET, McGUIRE #8912
3 COMPARTMENT
1y"
2"
1/2"
1/2"
17 GA. C.P.'P' TRAP WITH WALL BEND AND #H2165LK C.P.
S=1
SINK
SUPPLIES WITH LOOSE KEY STOP. WATTS #LFMMV MIXING
VALVE.
PLUMBING FIXTURE NOTES:
1. WHERE COLORTINISH OPTIONS ARE AVAILABLE FOR FIXTURES, SELECTIONS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO
PURCHASE AND INSTALLATION.
2. FIXTURES FOR USE BY THE DISABLED:
A. INSTALL IN ACCORDANCE WITH A.D.A., STATE, AND LOCAL REQUIREMENTS.
B. THE FORCE REQUIRED TO ACTIVATE FLUSH VALVES SHALL BE 5 LBS MAXIMUM.
C. FLUSH ACTIVATOR SHALL BE LOCATED ON WIDE SIDE OF THE STALL.
i THE FAUCET CONTROLS AND THE OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING
AN OPERATING FORCE EXCEEDING 5 LBS, OR TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.
E. ACCESSIBLE FIXTURES FOR CHILDREN SHALL COMPLY WITH FLORIDA BUILDING CODE 423.4.4.
FLOOR DRAIN/FLOOR SINK SCHEDULE
MARK
BODY
GRATE OR STRAINER
MANUFACTURER
12" PORCELAIN COATED C.I.,
J.R. SMITH #3160
FS-1
PORCELAIN COATED
ELAINCAST
SQUARE, 10" DEPTH,
WATTS #FS-750
ON
BOTTOM DOME STRAINER
ZURN #Z-1902-32
FLOOR DRAIN NOTES:
1. FURNISH ALL FLOOR DRAINS WITH TRAP SEAL PROTECTION DEVICES. SEE SCHEDULE, THIS SHEET.
2. FURNISH ALL FLOOR DRAINS AND FLOOR SINKS WITH SAME SIZE TRAP AS BRANCH LINE. REFER TO PLANS FOR CONN. SIZES.
3. FURNISH ALL FLOOR SINKS WITH GRATE OPTION (FULL GRATE, HALF GRATE, ETC.) AS REQUIRED BY FOOD SERVICE PLANS.
4. PROVIDE ALL DRAINS WITH WIDE ANCHOR FLANGE AND CLAMPING DEVICE. ATTACH DRAINS TO MEMBRANE IN FLOOR.
WHEN DRAINS ARE LOCATED IN NON -MEMBRANE FLOORS, THEY SHALL BE FLASHED IN COMPLIANCE WITH THE SPECIFICATIONS.
CLEANOUT SCHEDULE
MARK
APPLICATION
MANUFACTURER
ECO
FINISHED FLOORS, HEAVY DUTY
J.R. SMITH #4113L; WATTS *CO-200-RX; ZURN #ZN-1400-HD
NOTES:
1. INSTALL ECO IN 24"x24"x4" THICK CONCRETE PAD. TOP OF PAD ELEVATION TO BE 2" ABOVE FINISHED GRADE.
2. PROVIDE ALL CLEANOUTS WITH WIDE ANCHOR FLANGE & CLAMPING DEVICE. ATTACH CLEANOUTS TO MEMBRANE IN FLOOR.
WHEN CLEANOUTS ARE LOCATED IN NON -MEMBRANE FLOORS, THEY SHALL BE FLASHED IN COMPLIANCE WITH THE SPECIFICATIONS.
3. PROVIDE LINE & STACK TYPE WALL CLEANOUTS WITH ACCESS COVERS.
PLUMBING SYMBOL LEGEND
r..r CHECK VALVE
pit GATE VALVE
�66- BALL VALVE
--- SOLENOID VALVE
SHUT-OFF COCK
Ni- CALIBRATED BALANCING VALVE
oda PRESSURE REGULATING VALVE
may- ROLL DOWN
c ELBOW TURNED DOWN
0 ELBOW TURNED UP
-0 - TEE TURNED UP
oc P-TRAP
e TEE TURNED DOWN
�---- PLUG OR WALL CLEAN OUT
o-- FLOOR CLEAN OUT
L�- EXTERIOR CLEAN OUT
7 PRESSURE & TEMPERATURE RELIEF VALVE
T-OWR VENT THROUGH ROOF
P UNION
® FLOOR DRAIN
ROOF DRAIN
IOr
® UTILITY FLOOR BOX
-H WALL HYDRANT
--F HOSE BIBB
FLOW ARROW
SHOCK ARRESTER
Q POINT OF DEMOLITION
e POINT OF CONNECTION
XX-1 PLUMBING FIXTURE DESIGNATION
PRESSURE GAGE
THERMOMETER
REDUCED PRESSURE DETECTOR ASSEMBLY
GREASETRAP
- WATER METER
EL (-15'-0") FLOOR SLAB ELEVATION
e# # INDICATES RISER/DETAIL NUMBER, SHEET
XXX FOUND, AND RISER VIEW, (IF APPLICABLE)
PLUMBING SYSTEM LEGEND
- - - - - - - - SOIL OR WASTE LINE BELOW GRADE/ BELOW SLAB
SOIL OR WASTE LINE (ABOVE GRADE)
---I-FM---- FORCE MAIN LINE (BELOW GRADE)
FN}---- FORCE MAIN LINE (ABOVE GRADE)
tiD---- CONDENSATE DRAIN PIPING
-----GFL-�- GREASE WASTE PIPING (BELOW GRADE)
- - - - - - - - - - - - VENT PIPING
----ST---- STORM DRAIN LINE (BELOW GRADE)
--SST STORM DRAIN LINE (ABOVE GRADE)
70-OVERFLOW STORM DRAIN (ABOVE GRADE)
--------- DOMESTIC COLD WATER PIPING
-------- HOT WATER PIPING
----------------- ---- EXISTING SANITARY PIPING
------------------------ EXISTING H&CW PIPING
PLUMBING SYMBOLS
CV
GV
BV
SV
BV
PRV
DN
ON
UP
UP
DN
CO
FCO
ECO
T&P
VTR
FD
RD
N
SA
POD
POC
XX-1
RPDA
M
ELEV
PLUMBING GENERAL NOTES
1. REFERENCE THE SPECIFICATIONS FOR MATERIALS AND EQUIPMENT STANDARDS.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH
EDITION (2017) AND THE FLORIDA BUILDING CODE 6TH EDITION (2017), PLUMBING.
3. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING
BUT NOT LIMITED TO STATE AND LOCAL CODES.
4. THE CONTRACTOR SHALL COORDINATE THE INTERRUPTION OF ALL UTILITY SERVICES WITH OWNER'S REPRESENTATIVE.
PROVIDE A MINIMUM OF FIVE WORKING DAYS ADVANCED NOTICE, OR PER PLUMBING SPECIFICATIONS, OF SCHEDULED
UTILITY DISCONNECTION.
5. PROVIDE ANY ADDITIONAL FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES.
COORDINATE WITH ALL TRADES AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES.
6. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED.
7. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES.
8. PROVIDE CLEANOUTS ON ALL SANITARY DRAIN & WASTE PIPING AS INDICATED ON THE DRAWINGS, AND AS REQUIRED BY
LOCAL AND STATE CODES. INSTALL CLEANOUTS IN ACCESSIBLE LOCATIONS. COORDINATE TOP OF FLOOR/GRADE CLEANOUT
ELEVATION WITH TOP OF FINISHED GRADE.
9. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV 3" PIPE SIZE & LARGER A MINIMUM OF 1/8" PER FT. OF RUN, AND 2"
PIPE SIZE AND SMALLER A MINIMUM 1/4" PER FT. OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES.
10. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN 10 FT. FROM, OR AT LEAST 3 FT, ABOVE ANY WINDOW, DOOR,
OPENING, AIR INTAKE, OR VENT SHAFT.
11. EXTEND EXISTING PLUMBING VENTS WHERE REQUIRED TO MAINTAIN A MINIMUM OF 8" ABOVE THE NEW FINISHED ROOF
SURFACE.
12. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK -CLOSING VALVES.
INSTALL PER WATER HAMMER ARRESTORS SCHEDULE. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER
HAMMER ARRESTORS AND SHALL NOT BE INSTALLED. QUICK CLOSING VALVES ARE DEFINED IN THE PDI HANDBOOK. ALL
SENSOR OPERATED VALVES SHALL BE CONSIDERED QUICK CLOSING.
13. UNLESS NOTED OTHERWISE, RUN CW & HW PIPING FULL SIZE THRU LENGTH OF CHASE, AND MAKE CONNECTIONS TO
FIXTURES AS INDICATED IN THE PLUMBING FIXTURE SCHEDULE. PROVIDE RIGID SUPPORT AND BLOCKING IN CHASE FOR
HEADER AND BRANCH PIPING, AND FOR FLUSH VALVES TO PREVENT ANY MOVEMENT. TAPE TO BEING USED TO ISOLATE
DISSIMILAR METALS IS PROHIBITED.
14. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS,
TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT.
15. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT.
16. PROVIDE APPROVED CHROME PLATED TYPE VACUUM BREAKERS WHERE REQUIRED BY LOCAL CODES, AND AS INDICATED ON
PLANS FOR NEW WORK.
17, PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS.
18. SEE RISER DIAGRAMS FOR PIPE SIZES AND ROUTING NOT SHOWN ON PLANS.
19. PRESSURE REDUCING VALVES SHALL BE PROVIDED WHERE THE WATER PRESSURE EXCEEDS 80 PSI AT ANY PLUMBING FIXTURE. WATER
VELOCITY SHALL NOT EXCEED 5 FEET PER SECOND.
20, DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR
PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND THE
LOCATION SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
21. IF THE INTENT OF THE INFORMATION SHOWN ON THESE DOCUMENTS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION,
SUCH MATTERS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND
THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING.
22. WHERE THE CONTRACTOR PROPOSES ALTERNATE SOLUTIONS, DIFFERENT ROUTINGS OF PIPING, DIFFERENT LOCATIONS OF
EQUIPMENT, FIXTURES, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE RAMIFICATIONS OF THE PROPOSED
CHANGE THAT ARE NOT INCLUDED IN HIS PROPOSAL, BUT BECOME APPARENT AT A LATER DATE, AND SHALL BEAR THE
CONSEQUENCES OF CORRECTING ANY AND ALL CONFLICTS, DEFICIENCIES OR OTHER PROBLEMS AT NO INCREASE IN COST
OR INCREASE IN CONSTRUCTION TIME ALLOTTED.
23. CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACUTURE'S INSTALLATION REQUIREMENTS AND/OR
RECOMMENDATIONS.
24. ALL MODEL NUMBERS SHOWN WITHIN THESE DOCUMENTS ARE ONLY PROVIDED TO INDICATE LEVEL OF QUALITY AND THE
DESIGN INTENT. REFER TO THE PLUMBING SPECIFICATIONS FOR ACCEPTABLE MANUFACTURERS FOR EACH PRODUCT BEING
USED.
25, REFER TO THE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS AND SPECIFICATIONS RELATING TO PLUMBING FIXTURE
SELECTIONS, COLOR, FINISHES, AND PIPING ROUTING.
SGM
ENGINEERING
CA-OOW6208
935 LAKE BALDWIN LANE
ORLANDO, FL. 32814
TEL:407-767-5188
FAX:407-767-5772
W W W.SGMENGINEERING.COM
COPYRIGHT ® 2020 SGM ENGINEERING, INC.
SGM #-. 2020-233
Client Name:
TCERDA
7550 PRUITT9 RESEARCH
CENTER RD
FORT PIERCE, FL 34945
Issue:
No.
Date
Description
This Item has been electronic y
signed and sealed by John
Stellpflug, P.E., using a doted
Digital Signature, per F.A.C. e .
61G15-23.004. Printed copies f
this document are not consid ed-
signed and sealed and the
signature must be verified an ny'
electronic copies.
Project Name:
TCERDA SUNSHINE
KITCHEN BUSSINESS
INCUBATOR KITCHEN
MODIFICATIONS
Drawing File Name: Project Number:
1400-POOL-2020233.DWG 2020-233
Seal:%uummnn1/111N„ Scale: AS SHOWN
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License Number:
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Name:
PLUMBING SYMBOLS
Number:
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EXISTING GREASE
INTERCEPTOR TO
REMAIN.
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PLUMBING FLOOR PLAN
SCALE:1/8"=1'-0" 0 4' 8' 16'
REFERENCE PLAN NOTES: ®
PROJECT MATERIAL SPECIFICATIONS:
1.
ROUTE UNDERGROUND GREASE PIPING
a.
ALL DOMESTIC WATER SHALL BE HARD COPPER TUBE: ASTM B 88,
UNDER EXISTING STORM PIPING. FIELD VERIFY
TYPE L (ASTM B 88M, TYPE B) WATER TUBE, DRAWN TEMPER
EXISTING INVERTS PRIOR TO CONSTRUCTION.
MANUFACTURED BY MUELLER INDUSTRIES, WIELAND COPPER
PRODUCTS LLC, OR CERRO FLOW PRODUCTS LLC. PROVIDE COPPER
2.
FIELD VERIFY UNDERGROUND EXISTING GAS
PRESSURE -SEAL -JOINT FITTINGS MANUFACTURED BY VIEGA OR NIBCO
PIPING PRIOR TO CONSTRUCTION.
INC. EACH FITTING SHALL BE WROUGHT -COPPER FITTING WITH
EPDM-RUBBER O-RING SEAL IN EACH END.
3.
SAW CUT EXISTING SIDEWALK TO ALLOW FOR
SPACE TO INSTALL THE UNDERGROUND
b.
ALL UNDERGROUND GREASE AND SANITARY SHALL BE HUB -AND -SPIGOT,
GREASE PIPING. THE SIDEWALK SHALL BE
CAST-IRON PIPE AND FITTINGS: ASTM A 74, SERVICE CLASS. GASKETS:
PATCHED WITH CONCRETE TO MATCH THE
ASTM C 564, RUBBER. ALL ABOVE GROUND GREASE, SANITARY, AND
EXISTING ADJACENT SURFACE.
VENT PIPING SHALL BE HUBLESS CAST-IRON PIPE AND FITTINGS:
ASTM A 888 OR CISPI 301. SHIELDED COUPLINGS: ASTM C 1277
4.
REMOVE AND REPLACE THE EXISTING
ASSEMBLY OF METAL SHIELD OR HOUSING, CORROSION -RESISTANT
EXTERIOR CLEANOUT AND PROVIDE NEW
FASTENERS, AND RUBBER SLEEVE WITH INTEGRAL, CENTER PIPE STOP.
TWO-WAY CLEANOUT IN IT'S PLACE. REPLACE
HEAVY-DUTY, SHIELDED, STAINLESS -STEEL COUPLINGS: WITH
EXISTING DWV FITTINGS WITH NEW.
STAINLESS -STEEL SHIELD, STAINLESS -STEEL BANDS AND TIGHTENING
DEVICES, AND ASTM C 564, RUBBER SLEEVE.
5.
CONNECT NEW Y2" CW TO EXISTING 1Y" CW
DOWNSTREAM OF THE EXISTING SHUT-OFF
c.
ALL INDIRECT WASTE PIPING SHALL BE COPPER DWV TUBE: ASTM B 306,
VALVE.
DRAINAGE TUBE, DRAWN TEMPER. COPPER DRAINAGE FITTINGS:
ASME B16.23, CAST COPPER OR ASME B16.29, WROUGHT -COPPER,
6.
EXISTING TANK -LESS GAS WATER HEATERS
SOLDER -JOINT FITTINGS.
MOUNTED ON EXTERIOR WALL.
d.
ALL DOMESTIC WATER VALVES SHALL BE LEAD FREE, TWO-PIECE,
7.
CONNECT NEW y" HW TO THE EXISTING HW
FULL -PORT, BRONZE BALL VALVES WITH STAINLESS STEEL TRIM.
SUPPLY PIPING CURRENTLY SERVING THE
EXISTING 3-COMPARTMENT SINK AND ROUTE
e.
ALL DOMESTIC HOT WATER PIPING INSULATION SHALL BE
TO NEW 3-COMPARTMENT SINK.
MINERAL -FIBER, PREFORMED PIPE INSULATION MADE OF TYPE I, 850
DEG F MATERIALS: MINERAL OR GLASS FIBERS BONDED WITH A
8.
SAW CUT EXISTING FLOOR TO ALLOW FOR
THERMOSETTING RESIN. COMPLY WITH ASTM C 547, TYPE I, GRADE A,
INSTALLATION OF NEW UNDERGROUND
WITH FACTORY -APPLIED ASJ.
GREASE PIPING. THE EXISTING INTERIOR
FLOOR SHALL BE REPAIRED TO MATCH THE
ADJACENT INTERIOR FLOOR AND FINISHES.
9.
PROVIDE NEW 2" VTR. CONTRACTOR TO FIELD
VERIFY EXISTING VENT PIPING IN THIS AREA. IF
THE CONTRACTOR FINDS THERE IS AN
EXISTING VENT PIPE OF EQUAL OR GREATER
SIZE TO 2", THEN THE CONTRACTOR SHALL
PROVIDE A NEW 2" VENT AND CONNECT TO
EXISTING VENT PIPING IN LIEU OF A NEW VTR.
10.
EXISTING 4" UNDERGROUND STORM PIPING.
FIELD VERIFY EXACT LOCATION PRIOR TO
CONSTRUCTION. WHERE A CONFLICT OCCURS
WITH THE ROUTING OF THE NEW
UNDERGROUND GREASE PIPING, READJUST
STORM PIPING TO BE PLACED ABOVE THE
GREASE PIPING UNTIL IT COMPLETELY
CROSSES AND THEN DROP BACK DOWN TO IT'S
ORIGINAL INVERT. TYPICAL AT EACH
OCCURRENCE.
11.
EXISTING 2" UNDERGROUND CW MAIN. FIELD
VERIFY EXACT LOCATION PRIOR TO
CONSTRUCTION.
12,
REMOVE EXISTING FLOOR DRAIN AND P-TRAP.
CUT AND CAP EXISTING UNDERGROUND
SANITARY IN A PERMANENT MANNER. FILL
VOID WITH DIRT AND CONCRETE AND PATCH
FLOOR TO MATCH EXISTING FLOOR FINISH.
13.
CONTINUATION OF EXISTING DOMESTIC COLD
WATER.
14.
CONTINUATION OF EXISTING DOMESTIC HOT
WATER.
15.
CONTINUATION OF EXISTING UNDERGROUND
SANITARY.
16.
CONTINUATION OF EXISTING GAS.
17.
CONTINUATION OF EXISTING STORM.
18.
CENTRALLY PLACE BOTH FLOOR SINKS BELOW
EACH 3 COMPARTMENT SINK TO ALLOW
INDIRECT WASTE PIPING TO NOT EXCEED THE
MAXIMUM DEVELOPED LENGTH OF 30INCHES
TO MOST UPSTREAM FIXTURE OUTLET.
19,
PROVIDE HEAT TRACE ON GREASE PIPING
FROM NEW 3 COMPARTMENT SINK TO POINT
OF CONNECTION TO EXISTING. HEAT TRACE
SHALL BE MANUFACTURED BY CHROMOLOX,
MODEL #SRM/E SELF REGULATING MEDIUM
TEMPERATURE. 8 WATTS/FT TO MAINTAIN 100°F
IN PIPE, SUPPLY WITH 120V TO MAINTAIN ONE
CIRCUIT. CAST IRON PIPING SHALL BE USED ON
HEAT TRACED SECTION.
20.
INSTALL NEW SUPPLY STOPS AND MAKE FINAL
CONNECTIONS TO THE EXISTING DOMESTIC
COLD AND HOT WATER PIPING PLACED IN
his item has been electronic. y
WALL. A PORTION OF THE WALL SHALL BE
signed and sealed by John
REMOVED TO ALLOW FOR PLUMBING WORK TO
Stellpflug, P.E., using a dated
COMMENCE. PATCH, REPAIR, AND OR REPLACE
Digital Signature, per F.A.C. e
WALL WITH NEW AND PAINT TO MATCH
61G15-23.004. Printed copies f
ADJACENT FINISHES,
this document are not consid e
signed and sealed and the
signature must be verified on n
electronic copies,
SGM
ENGINEERING
CA-OOW6208
935 LAKE BALDWIN LANE
ORLANDO, FL. 32814
TEL:407-767-5188
FAX-407-767-5772
W W W.SGMENGINEERING.COM
COPYRIGHT 0 2020 SGM ENGINEERING, INC.
SGM #: 2020-233
Client Name:
TCERDA
7550 PRUITT, RESEARCH
CENTER RD
FORT PIERCE, FL 34945
Issue:
No.
Date
Description
act Name:
TCERDA SUNSHINE
KITCHEN BOSSINESS
INCUBATOR KITCHEN
MODIFICATIONS
Drawing File Name:
Project Number:
1400—P301-2020233.DWG
2020-233
Seal:
Scale: AS SHOWN
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Sheet Name:
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ENGINEERING
CA-00006208
935 LAKE BALDWIN LANE
ORLANDO, FL. 32814
TEL:407-767->188
FAx:407-767-5772
W W W.SGMENGINEE RING.COM
COPYRIGHT ® 2020 SGM ENGINEERING, INC.
SGM #: 2020-233
Name: - l e
TCE
1 PRUITT5 RESEARCH,
FORT PIERCE5 FL 34945
CENTER RD
s!
Issue:
No. I Date Description
Project Name:
TCERDA SUNSHINE
KITCHEN MUSSINESS
INCUBATOR KITCHEN
MODIFICATIONS
Drawing File Name:
Project Number:
1400—P501-2020233.DWG
2020-233
Seal: Scale:
Scale: AS SHOWN
This item has been electronic
//
j E t . Design By: is
signed and sealed by John
StellpFlug, RE, using a dated
�
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Digital Signature, per F.A.C.
61G15-23.004. Printed copied
' p Y Checked By: DS
No. 68i�q��I
this document are not consi
the
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Engineer of Record:
tesT
signed and sealed and
signature must be venfied o
.1
OHN STELLPFLUG FL-68794
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electronic copies
%,��c �\ `` License Number:
FL68794
Sheet Name:
PLUMBING RISER
DIAGRAMS
Sheet Number:
P501
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935 LAKE BALDWIN LANE
ORLANDo, FL. 32814
TEL:407-767-5188
F" 407-767-5772
W W W.SGMENGINEERING.COM
COPYRIGHT ® 2020 SGM ENGINEERING, INC.
SGM #: 2020-233
Client Name:
TCERDA
7550 PRUITT3 RESEARCH
CENTER RD
FORT PIERCE, FL 34945
Issue:
No.
Date
Description
Project Name:
TCERDA SUNSHINE
KITCHEN BOSSINESS
INCUBATOR KITCHEN
MODIFICATIONS
Drawing File Name: Project Number:
1400—P801-2020233.DWG 2020-233
Seal: 1111111"
Scale: AS SHOWN
E L'"
( ''�. Design By. JS
b E JO Drawn By. AR
o No. 68 J4n Checked By. JS
Engineer of Record:
W1'
OHN STELLPFWG FL-68794
License Number: 79
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PLUMBING DETAILS
Sheet Number:
':1