2401 Mayport Rd COMM18-0022 dwgs 58. REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST ADDITION OF ACI 315, ACI 318,
AND CRSI.
2. REINFORCEMENT SHALL HAVE DEFORMED SURFACES IN ACCORDANCE WITH ASTM A615 WITH MINIMUM YIELD STRENGTH OF 60,000
PSI.
3. WELDED WIRE FABRIC SHALL BE SMOOTH CONFORMING TO ASTM A185.
4. PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS.
5. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE PROTECTION (CLEAR COVER) UNLESS OTHERWISE NOTED:
- SURFACES NOT FORMED AND IN CONTACT WITH SOIL 3"
- FORMED SURFACES IN CONTACT WITH SOIL OR WEATHER .........: 2"
BEAMS, GIRDERS AND COLUMNS .................................................: 1 1/2"
- WALLS AND JOISTS........................................................................: 3/4"
SLABSON GROUND......................................................................: 2" FROM TOP
6. PROVIDE 40 BAR DIA. LAP AT ALL SPLICES U.O.N. WWF WIRE SPACING + 6".
7. WELDED WIRE REINFORCEMENT (WWR) IN THE CONCRETE SLAB -ON -GRADE SHALL BE SUPPORTED TO PROVIDE REQUIRED
COVER/PLACEMENT DEPTH; AND PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT OPERATIONS.
9. REINFORCED MASONRY
1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530-08/ASCE 5-08/TMS 404-08" BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES", LATEST EDITION.
2. LAP VERTICAL BARS MINIMUM OF 48 BAR DIAMETERS WITH WIRE TIES.
3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" LIFTS MAXIMUM. DO NOT BEGIN PLACEMENT OF
GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED, MASONRY SHALL BE f'm = 1500 PSI.
4. FILL ALL CELLS UP TO SLAB -ON -GRADE ALL AROUND BUILDING.
5. PROVIDE #9 GALV. HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16"O.C. VERTICALLY, UNLESS NOTED OTHERWISE.
PROVIDE HORIZONTAL JOINT REINFORCEMENT IN BOND BEAMS AT 8"O.C. VERTICALLY. LAP JOINT REINFORCEMENT
12"O.C. MINIMUM.
6. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 32"O.C. ACROSS VERTICAL CONTROL JOINTS IN WALLS AT 16"O.C.
AND ACROSS VERTICAL CONTROL JOINTS IN BOND BEAMS. TOP AND BOTTOM REINFORCEMENT IN SPANDREL BEAMS
SHALL BE CONTINUOUS ACROSS CONTROL JOINTS.
7. PROVIDE 8NEI" BOND BEAM ® TOP OF WALLS. REINFORCE BOND BEAM WITH (2) #5 PER 8" OF DEPTH. UNLESS
NOTED OTHERWISE.
8. PROVIDE VERTICAL BARS AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF CONTROL JOINTS, REFER TO DETAIL
B3/S4.2.
9. PROVIDE (2) #5 BARS VERTICAL AT 8"O.C. AT END WALLS. REFER TO PLANS FOR VERTICAL WALL REINFORCING.
PROVIDE VERTICAL BARS EACH SIDE OF OPENINGS,
10. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY
OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE
FULL -BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED
WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE
LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY
EQUIVALENT MECHANICAL ANCHORAGE.
11. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED,
CONTINUOUS, VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10 SQUARE INCHES.
12. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10
FEET.
13. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE
FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN Y2" BELOW THE TOP OF THE UPPERMOST UNIT
GROUTED.
14. WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON EITHER A BOND BEAM COURSE OR CORES
GROUTED SOLID. ALL LINTELS SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTED OTHERWISE.
15. ALL GROUT PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS.
16. PROVIDE CONTROL JOINTS IN MASONRY WALLS AS INDICATED. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.
10. SHOP DRAWING REVIEW;
1. ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF Suresh R.
Patel, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE
EXPRESS, WRITTEN PERMISSION OF SURESH R. PATEL, INC. USERS WILL SIGN A RELEASE.
2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN
CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION.
CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL
NOT BE ACCEPTED.
TABLE
COMPONENTS & CLADDING WIND PRESSURES
SHEET TITLE
S-1
ROOF PRESSURES IN PSF
VERTICAL SURFACES PRESSURES IN PSF
EFFECTIVE ZONE
S-3
PLANS & SECTIONS & DETAILS
3
N
5
PARAPET
WIND AREA
O
10 S.F. OR LESS
�
+67
+49
±70
50 S.F.
0
+53
+41
±70
z
C/7)
x °
100 S.F.
V
+47
+31
±70
- ANCHOR BOLT
K
- KIP(s)
N%
500 S.F. OR LARGER+
- ALTERNATE
KIP(s)
�
a.®
+30
±70
NOTES:
1. EDGE DISTANCE "a" = 3'-0"
2. THE PROPOSED STRUCTURE IS NOT LOCATED WITHIN A WIND BORNE DEBRIS
AREA:
3. DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE
LINEARLY INTERPOLATED BETWEEN VALUES SHOWN.
4. DESIGN PRESSURE ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD
COMBINATIONS PER ASCE 7-10
ZONE ZONE
PARAPET
SIMPLIFIED ELEVATION
MAIN ROOF
STANDARD ACI
DIAMETER LAP TYP.
a zo SAME SIZE & NO.
w AS FTG REINF. TOP OF FOOTING
►- 3 z EL.: SEE PLAN
LZ
0=g t a.
(n J (n d
TOP OF a .fie e. A .. •e. a : e
FOOTING '¢4 e
ADD CORNER A
EL.:
SEE PLAN °. ° BAR ON ALL ' J
o '
° CONTINUOUS
`v °° a a a a BARS TO MATCH e' .
a SIZE OF. FTG.
4 a Q ° ° REINF. e. ' A A
n a 1
a a .A :et
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° I 177"I1 ' SEE PLAN &
- I I III
"� SCHEDULE FOR FTG a• a
0
2'-0" MIN. SIZE & REINF.
e.
A*
CONT. FTG. SEE PLAN
J e AND SCHD. FOR SIZE
e , .AND REINFORCEMENT.
USE WHERE APPLICABLE
TYP. STEP FOOTING DETAIL TYP. CORNER REINF. DETAIL
A3 FOR FOOTINGS & BEAMS A4
SCALE: NONE SCALE: NONE
STRUCTURAL DRAWINGS INDEX
SHEET
SHEET TITLE
S-1
DESIGN CRITERIA AND GENERAL NOTES
S-2
GENERAL NOTES AND TYPICAL DETAILS
S-3
PLANS & SECTIONS & DETAILS
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.ISSUE DATE AUGUST 29, 2018
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.ISSUE DATE AUGUST 29, 2018
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STH REVISION
4THREVISION
2 SECTION @ MACHINE RM
No. '17883 3RD REVISION
2ND REVISION
1/2" = 1 '-0" = IST REVISION
.ISSUE DATE AUGUST 29, 2018
'�%
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GENERAL NOTES:
1. THE CONTRACTOR SHALL NOT TAKE POSSESSION OF OR DISPOSE OF ANY SALVAGEABLE ITEMS IN ASSOCIATION WITH THE WORK. ALL
SALVAGEABLE ITEMS SHALL BE THE OWNER'S PROPERTY AT HIS OPTION. ALL UNSALVAGEABLE EQUIPMENT AND MATERIALS SHALL BECOME
THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.
2. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO EXISTING SYSTEMS AND SHALL UPON
COMPLETION, DELIVER "AS -BUILT" DRAWINGS TO THE OWNER, INDICATING ANY SUCH CHANGES.
3. CONTRACTOR SHALL PROVIDE ALL WORK REQUIRED TO PROVIDE COMPLETE CONDUIT SYSTEMS AND RUNS. THIS INCLUDES, BUT IS NOT LIMITED
TO, ALL MATERIALS, INSTALLATION HARDWARE, DRILLING OF WALLS/BEAMS, TRENCHING, MOUNTING HARDWARE, LABOR, PAINTING, REPAIRING OF
EXISTING SURFACES, FIRESTOPPING AND ACCESSORIES.
4. PAINT ALL INTERIOR AND EXTERIOR, EXPOSED CONDUITS SAME COLOR AS SURFACE.
5. NEW DEVICES SHALL BE MOUNTED AT HEIGHTS AS SHOWN ON LEGEND AND MOUNTING DETAILS. CONTRACTOR SHALL NOTIFY ENGINEER OF
ANY CONFLICTS WITH SPECIFIED MOUNTING HEIGHTS.
6. CONDUITS SHALL BE CONCEALED IN WALLS, ABOVE CEILING SPACE, OR UNDERGROUND. SURFACE MOUNTED CONDUITS WILL BE PERMITTED ON
EXISTING CONCRETE WALLS OR ON CEILINGS WITH NO CAVITY.
7. TRENCHING AND BACKFILL: EXISTING UTILITY LINES MAY BE IN THE PATH OF THE NEW UNDERGROUND CONDUIT INSTALLATIONS. THE USE OF
CHAIN TRENCHING MACHINES WILL NOT BE PERMITTED. CONTRACTOR SHALL PROMPTLY REPAIR ANY UTILITY LINES DAMAGED BY HIS
OPERATION. DISTURBED SURFACES SHALL BE RESTORED TO ITS ORIGINAL CONDITION. PROVIDE SOD, PATCH PAVEMENT, PATCH SIDE WALKS
ETC. TO MATCH EXISTING.
8. ALL EXTERIOR JUNCTION BOXES SHALL BE CAST METAL, GASKETED, AND NEMA -3R. PAINT SAME COLOR AS SURFACE.
9. UPDATE PANEL BOARD DIRECTORIES TO REFLECT TYPE AND LOCATION OF ADDED CIRCUITS. NEW DIRECTORIES SHALL BE TYPED OR MACHINE
GENERATED.
10. DRAWINGS SHOW APPROXIMATE LOCATION OF DEVICES. THE EXACT LOCATION SHALL BE DETERMINED AT BUILDING SITE. THE OWNER SHALL
RESERVE THE RIGHT TO RELOCATE ANY DEVICE TO A DISTANCE NOT EXCEEDING 15' FROM THE LOCATION ON THE DRAWING DURING
ROUGH -IN. WORK SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO OWNER.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SEALING ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES, BOTH VERTICAL AND
HORIZONTAL, IN ACCORDANCE WITH SECTION 705 OF THE FLORIDA BUILDING CODE, WHICH REQUIRES THAT ALL INSTALLATIONS OF
PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR FIRE STOP SYSTEMS SHALL BE AS TESTED BY ASTM E 119 & ASTM E 814.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL LANDSCAPE AND AREAS OF GRASS DISTURBED DURING CONSTRUCTION. REPLACE
SOD AND/OR SEED AREAS AS REQUIRED.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ENGINEER OF ANY ITEMS OF NON-COMPLIANCE, WHETHER IT IS THE RESULT OF NEW
WORK OR IS AN UNCOVERED EXISTING CONDITION.
14. PROVIDE MINIMUM 12" SERVICE LOOPS IN ALL PULL BOXES.
15. UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40. STUB -UPS (INCLUDING ELLS) SHALL BE RIGID GALVANIZED STEEL CONDUIT. PROVIDE
ASPHALTUM COATING TO COVER STEEL CONDUIT AND ELLS IN CONTACT WITH EARTH OR CONCRETE.
opo -
3RD FLOOR
2ND FLOOR
LQ -ADMIN OFFICE 0.
- TO ELEVATOR
CONTROL PANEL
FA CABLES IN CONDUIT
EXISTING
SILENT
KNIGHT EXPAND EXISTING BOARD AS REQUIRED
SK -5208 TO ACCOMMODATE ADDITIONAL DEVICES
FIRE AND RELAYS. PROVIDE ADDITIONAL
ALARM RELAYS AS REQUIRED FOR CAPTURE
CONTROL AND RECALL FUNCTIONALITY.
IST FLOOR
FIRE ALARM RISER NOTES:
1. FIRE ALARM SHOP DRAWINGS: SUBMIT TO STATE FIRE MARSHALL AND CODE ENFORCEMENT
AFTER REVIEW BY EOR.
2. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER AND DCPS TO PROVIDE ALL
REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING ADDITIONAL CARDS, MODULES, RELAYS,
BATTERIES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM.
ELEVATOR NOTES:
• PROVIDE FLASHING "DO NOT USE" ELEVATOR LIGHT AT EACH ELEVATOR LOBBY. LIGHT SHALL BE
CONTROLLED ONLY BY ELEVATOR MACHINE ROOM SMOKE DETECTOR.
• INSTALLATIONS SHALL COMPLY WITH NFPA 72, ASME A17.1, AND NFPA 13. CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING ALL EQUIPMENT, HARDWARE, ACCESSORIES, DEVICES, CONNECTIONS,
AND PROGRAMMING NECESSARY TO MEET THE FOLLOWING INSTALLATION AND OPERATION
REQUIREMENTS.
ELEVATOR RECALL:
• PROVIDE SMOKE DETECTORS IN THE ELEVATOR MACHINE ROOM AND HEAT DETECTOR IN ALL
ELEVATOR LOBBIES FOR INITIATION OF ELEVATOR RECALL.
• THE LOBBY HEAT/SMOKE DETECTORS MUST BE CEILING MOUNTED AND WITHIN 21 FEET OF THE
CENTERLINE OF EACH ELEVATOR DOOR WITHIN THE ELEVATOR BANK UNDER THE CONTROL OF THE
DETECTOR. CONTACT PROJECT DESIGNER FOR REQUIREMENTS AT LOCATIONS WHERE THE CEILING
HE'iGHT IS GREATER THAN 15 FEET OR THE CEILING IS NOT FLAT AND SMOOTH.
• SMOKE DETECTORS MUST NOT BE INSTALLED IN UNSPRINKLED ELEVATOR HOISTWAY.
• INFIATION OF ELEVATOR RECALL DEVICES SHALL IMMEDIATELY SEND ELEVATORS DIRECTLY TO THE
DESIGNATED LEVEL WITHOUT STOPPING AT ANY OTHER FLOORS. IF DEVICE INITIATED IS LOCATED ON
THE DESIGNATED LEVEL, THEN THE ELEVATOR SHALL PROCEED DIRECTLY TO THE ALTERNATE LEVEL
(SECOND FLOOR UNLESS OTHERWISE NOTED).
NOT TO SCALE
F� FIRE ALARM RISER DIAGRAM
FIRE ALARM SYSTEM NOTES:
1. CONTRACTOR SHALL PROVIDE LABELS FOR ALL FIRE ALARM DEVICES (ONE LABEL FOR EACH FIRE ALARM DEVICE). CONTRACTOR
LABELING SHALL BE INDEPENDENT OF LABELING PROVIDED BY DCPS. LABELS SHALL BE CLEARLY VISIBLE FROM THE GROUND
AND IDENTIFY IDNET CIRCUIT AND DEVICE ADDRESS.
2. AT COMPLETION OF FIRE ALARM SYSTEM PROGRAMMING, PROVIDE (3) COPIES OF PROGRAM PRINT OUT. INCLUDE PRINT OUT
AS PART OF OPERATION AND MAINTENANCE MANUAL.
3. ALL FIRE ALARM WIRING SHALL BE COLOR CODED IN ACCORDANCE TO THE FOLLOWING TABLE:
FIRE ALARM WIRING COLOR CODE FUNCTION: COLOR
ADDRESSABLE NOTIFICATION . . . . . . . 2 -CONDUCTOR, #14AWG, SOLID, TWISTED, UNSHIELDED (YELLOW JACKET)
RUI/N2 COMMUNICATION . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET)
DOOR HOLDER . . . . . . . PINK -GRAY #14
MAPNET/IDNET . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET)
24vdc POWER . . . . . . . RED -BLACK
RELAY . . . . . . . ORANGE -BROWN
AUDIO . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (BLUE JACKET)
VISUAL/SIGNAL . . . . . . . WHITE -PURPLE #12
ELEVATOR SHUTDOWN . . . . . . . VIOLET -VIOLET #14
ZONE . . . . . . . YELLOW -BLUE #14
4. FIRE ALARM SYSTEM COMPONENTS SHALL BE COMPATIBLE WITH EXISTING SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE TO
COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE SHOP DRAWINGS AND FINAL TESTING. CONTRACTOR WILL BE
RESPONSIBLE TO PROVIDE COMPLETE SYSTEM INCLUDING BUT NOT LIMITED TO PANELS, DEVICES, WIRING, CONDUITS, SURGE
PROTECTION, BOXES, TESTING AND EQUIPMENT TO FORM COMPLETE OPERABLE FIRE ALARM SYSTEM. CONTRACTOR SHALL
COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE ALL REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING
ADDITIONAL CARDS, BATTERIES, ETC. APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE KEPT AT THE SITE ALONG WITH THE
PERMIT DRAWINGS FOR INSPECTION PURPOSES.
4.1. A COPY OF THE FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO FIRE MARSHALL FOR REVIEW/APPROVAL AFTER
BEING APPROVED BY THE EOR AND PRIOR TO ISSUANCE OF A FIRE ALARM SYSTEM PERMIT.
4.2. THE FIRE ALARM SHOP DRAWINGS SHALL ALSO PROVIDE A FIRE ALARM DEVICE SCHEDULE INDICATING EACH TYPE OF FIRE
ALARM DEVICE AND QUANTITY.
5. PROVIDE SURGE PROTECTORS FOR FIRE ALARM CABLES LEAVING OR ENTERING A BUILDING. ALL EXTERIOR DEVICE'S CABLES
SHALL BE PROTECTED BY SURGE SUPPRESSORS.
6. HORN/STROBE MUST BE MOUNTED BETWEEN 80" AND 96" A.F.F.
7. WHERE NAC'S ARE REQUIRED IN THE BUILDING, PROVIDE A SMOKE DETECTOR AT EACH LOCATION.
8. FACILITY SHALL HAVE OPERABLE FIRE ALARM SYSTEM AT ALL TIMES, EXCEPT PRESCHEDULED INTERRUPTIONS. FIRE ALARM
INTERRUPTIONS SHALL BE LIMITED TO 3 HOURS IN A 24 HOUR PERIOD. FOR FIRE ALARM IN OUT OF SERVICE LONGER THAN
3 HOURS, PROVIDE FIRE WATCH. FIRE WATCH INDIVIDUAL SHALL BE EXPERIENCED IN HANDLING EMERGENCIES, PROFICIENT IN
THE USE OF FIRE EXTINGUISHERS, AND EQUIPPED WITH A CELL PHONE. FIRE WATCH SHALL HAVE PRIOR APPROVAL FROM
DCPS CODE ENFORCEMENT AND/OR THE COJ FIRE MARSHAL.
9. ALL UNDERGROUND CABLES SHALL BE WEST PENN AQUASEAL CABLES. PROVIDE GAUGE AND PAIR/CONDUCTOR COUNT PER
FIRE ALARM MANUFACTURER REQUIREMENTS.
10. CONTRACTOR PERFORMING FIRE: ALARM WORK MUST BE QUALIFIED AS REQUIRED BY FLORIDA STATUTES CHAPTER 489 AND
RULE CHAPTER 61G6 OF FLORIDA ADMINISTRATIVE CODE. DESIGNATED PERSONNEL MUST HAVE FIRE ALARM SYSTEM AGENT
IDENTIFICATION CARD IN THEIR POSSESSION AT ALL TIMES.
ELECTRICAL LEGEND
® 1X4 LED LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE METALLIC CONDUIT
CONNECTION. SEE LIGHT FIXTURE TABLE .
Q -I LED LIGHTING FIXTURE, CONNECTED TO EMERGENCY POWER - WALL MOUNTED WITH PHOTOCELL.
DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, IVORY, 18" MOUNTING
HEIGHT, U.N.O., WITH STAINLESS STEEL, STANDARD SIZE COVER PLATE.
WEATHER RESISTANT DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, 3 WIRE
GROUNDING. HUBBELL NO. GFTR20E WITH WEATHER PROOF COVER. EXTERIOR LOCATIONS SHALL BE WEATHER
RESISTANT LABELED "WR" PER NEC AND MOUNTED AT 18" A.F.F.
$ TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT, HUBBELL NO. HBL12211
WITH STEEL COVERPLATE - 48" MOUNTING HEIGHT, U.N.O.
- TELEPHONE/DATA OUTLET - 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1 -GANG EXTENSION RING.
COORDINATE WITH ELEVATOR INSTALLER FOR CONNECTIONS AND MOUNTING HEIGHT.
EXISTING LIGHTING AND/OR POWER PANELBOARD.
a 340 DISCONNECT SWITCH, "3 60/40" DENOTES 3 POLE, 60 AMP, 40 AMP FUSES.
HOMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS.
REFER TO FLOOR PLAN NOTES FOR QUANTITIES AND SIZES OF CIRCUITS.
WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS.
- - - - WIRING IN CONDUIT, RUN CONCEALED UNDERGROUND.
RL INDICATES RELOCATED ELECTRICAL/EQUIPMENT. PROVIDE CABLES IN CONDUIT TO MATCH
EXISTING AS REQUIRED TO EXTEND CIRCUITING.
WP DENOTES WEATHERPROOF - MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE TAYMAC 60350 COVERPLATE,
FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE.
FIRE ALARM
�l CEILING MOUNTED HEAT DETECTOR.
0 CEILING MOUNTED SMOKE DETECTOR.
SEMI -FLUSH MOUNTED FIRE ALARM AUDIO/VISUAL WARNING DEVICE, 80 INCH MOUNTING HEIGHT.
p® 110 INDICATES 110 CANDELA STROBE. UTILIZE 75 CANDELA IN SMALL ROOMS AND CORRIDORS.
USE 110 CANDELA IN ROOMS LARGER THAN 30' IN WIDTH OR LENGTH.
LIGHTING FIXTURE SCHEDULE
TYPE
MANUFACTURER
CATALOUGE NUMBER
LIGHT SOURCE
VOLTS
MOUNTING
HEIGHT
REMARKS
NOTES
TYPE/TEMP
WATTS
LUMENS
A
KENALL
N1048-C-1-45L40K-DCC-DV-SA
LED/4000K
45
4000
120V
24" AFF
1'x4' LED VAPORTIGHT WRAPAROUND
B
DAYBRITE
OWL-4-40L-840-UNV
LED/4000K
37
4000
120V
CEILING
1'x4' LED WRAPAROUND
C
BEGHELLI
MEZ-LED-ACE-MWH-120/277-AT
LED
10
T--
120V
1 8'-0"
WALL PACK WITH EMERGENY, PHOTOCELL
DO NOT SCALE THE DRAWINGS