5320-5371 Tarmac Way - BC06-003122 (SANFORD AIRPORT AUTH) (12 UNIT LG BX HANGAR) (A)%
PERMIT ADDRESS 140 61 r �Qr L SUBDIVISION
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
SAAN
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
VAC
PERMIT # O(Op 2' DATE�/
30
PERMIT DESCRIPTION 1 lLo x n" r
PERMIT VALUATION O O
SQUARE FOOTAGE
u«oA 3+36(07
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GENERAL GONDITION5 AND NOTES
I. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES FOUNDATIONS
HAYING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN I. SUBSURFACE SOIL CONDITIONS INFORMATION 15 NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. BEARING PRESSURE OF 2000 P5F AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK, CONTRACTOR FLORIDA. CONTRACTOR OR OWNER TO PROVIDE A$ REQUIRED BY BUILDING OFFICIAL.
SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE 50IL5 REPORT SHALL BE FOLLOWED
WORK UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS
3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, ENCOUNTERED DIFFER FROM 501L5 EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR
HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK 3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY.
TS SERVICE, N PROPERTY OF THE ARCHITECT AN MAY NOT USED 0
4 THESE DOCUMENTS, AS INSTRUMENTS OF ERYI E, ARE THE PR PER ED BE ED R 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE.
REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5 BACKFILL AGAJNST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLE55 THE WALL IS FULLY BRACED BY THE
CODES
2004 FLORIDA BUILDING COPE
2004 FLORIDA FIRE COPE
WIND SPEED 120 MI
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16,000 5F PER FLOOR (2)11,900 5F BLDGS
5EPARADED 5Y 4 HR WALL
2 1
12 000 5F (2)11,900 5F BLD65
SEPARADFD 5Y 4 HR WALL
55' 24'-3' (ROOF PEAK)
FIRE PROTECTION REQUIREMENTS (TABLE 600)
5.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
12.
CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
EXTERIOR NON-BEARING 030')
5.
ANY 51MILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. THE CONTRACTOR SHALL
13.
AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN
FIRE WALL 4 HOURS
FLOOR
CONSULT THE ARCHITECT IF THERE 15 ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION
ROOF
CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT.
ABI 2, 3, ETC,INTHONEE OR7EHER N+
O
ISSUE.
14.
ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
TITLEAWING
6.
ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CAST IN PLACE CONCRETE
STRUCTURES' ,ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS.
1.
TH15 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2004 EDITION OF
I.
ALL CONCRETE: SHALL HAVE THE FOLLOWING MINIMUM COMPRE551VE STRENGTH AT 28 DAYS:
CONTRACTOR. SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWING5 FOR 51ZE AND LOCATION OF EMBEDDED ITEMS,
DETAIL CUT AND/OR LOCATION.
THE FLORIDA BUILDING CODE. IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS:
SCALING DIMENSIONS FROM PLANS IS PROHIBITED.
SLAB ON GRADE AND FOOTINGS 3000 PSI
SLEEVES, 5LA5 DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED
DETAIL
REFERENCE
• 120 MPH WIND LOADS WITH SHAPE FACTORS.
A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER.
REMAINING CONCRETE 3000 PSI
PRIOR TO PLACEMENT OF CONCRETE,
TO0
5 -'
P
EXPOSURE B WIND LOADS
2.
ALL CONCRETE SHALL HAVE A SLUMP OF 4' PLUS OR MINUS 1', AND HAVE 2 TO 4`o AIR ENTRAINMENTS, AND A MAXIMUM
FOR BEAMS, !LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLE55 NOTED OTHERWISE.
o
IMPORTANCE FACTOR OF ID, BUILDING CATEGORY II
DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE.
WATER/CEMENif RATIO OF 058.
TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT.
NOTE
° INTERAL PRESSURE COEFFICIENT 15 0.18
3.
CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AGI 301 CHAPTER 3, METHOD I OR METHOD 2.
NOTE
04200.A LOCATION OF
NOTE APPLICATION.
MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF
INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL
SUBMIT BACKUIP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF ACI 318
CD
NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF.
4.
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60.
INDICATES I HOUR
)
DESIGN ROOF LIVE LOAD 15 20 PSF
5.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318
RATED WALL 5EE
ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS.
LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 5UIL1)ING5,' ACI 301.
UL430 ON A2.
8.
CONTRACTOR IS SOLELY RE5PON51BLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
6.
WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOKS SHALL BE
INDICATES 4 HOUR
9.
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAYING VISITED THE SITE AND HAYING FAMILIARIZED HIMSELF WITH ALL
BY OTHERS. PROVIDE VINYL WRAPPED
PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES.
EXI5TING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE
1.
CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOL5TER5, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS
IN5ULATION 0 ROOF AND EXTERIOR HANGAR
ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL.
WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR 5TAINLE65 STEEL.
10.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY To DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
8.
CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED COMERS OF COLUMNS, BEAMS, AND WALLS UNLESS
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. TH15 INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER
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OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS.
0 0
TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
g,
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
OPENING
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
OPENING
3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
MAX. HANGAR SPACE
MAXIMUM P051TIVE
11,
IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH
m
2' CONCRETE EXPOSED TO EARTH OR WEATHER % THROUGH SIS BARS
DOOR HYDROLIFT EQUIPMENT 4'-0" X
THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE
5'-0° (TYP)
11/2' ALL OTHER CASES
CONTRACTOR TO CORRDINATE
MARK
PROVIDED.
10.
MINIMUM LAP SPLICES ON ALL REINIFORGING BAR SPLICES SHALL BE 48 BAR DIAMETERS TTP. EXCEPT WHERE OTHERWISE NOTED MAX. 1-16T. IN FEET
ELEVATION
12.
PROJECT SHALL BE TURNED OYER TO OWNER IN GLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL
6f)
ON THE DRAWIINGS_
MT STOOP IN5TALLATION.
Q
WINDOWS AND GLA55 CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND
p•
WELpEp WIRE FABRIC SHALL CONFORM To ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE CR055
MT
PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER
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WIRE WITHIN THE 8',
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16,000 5F PER FLOOR (2)11,900 5F BLDGS
5EPARADED 5Y 4 HR WALL
2 1
12 000 5F (2)11,900 5F BLD65
SEPARADFD 5Y 4 HR WALL
55' 24'-3' (ROOF PEAK)
FIRE PROTECTION REQUIREMENTS (TABLE 600)
13.
14.
CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE.
CONTRACTOR TO OBTAIN ALL PERMIT5, AND PAY ALL FEES AND TAXES.
12.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER
TRADES BEFORE CONCRETE IS PLACED.
EXTERIOR NON-BEARING 030')
5.
DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE ?0 EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS
13.
HORIZONTAL UJALL, BEAM AND FOOTING 5AR5 SHALL BE BENT I'-0' AROUND CORNERS OR CORNER BARS WITH 2'-0' LAP SHALL
FIRE WALL 4 HOURS
FLOOR
PROVIDED BY THE OWNER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,
ROOF
BE PROVIDED.
ABI 2, 3, ETC,INTHONEE OR7EHER N+
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GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE 51TE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK 15
14.
ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
TITLEAWING
DRUG. NO. �PRIG. TITLE
AI V4-4-0---- SCALE
PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY
MAJOR BLDG. SECTION
STRUCTURES' ,ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS.
DETAIL N0.
315
RESULTANT EXTRA COST FOR ADJUSTMENT Of WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
15.
CONTRACTOR. SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWING5 FOR 51ZE AND LOCATION OF EMBEDDED ITEMS,
DETAIL CUT AND/OR LOCATION.
E-
SCALING DIMENSIONS FROM PLANS IS PROHIBITED.
m
SLEEVES, 5LA5 DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED
DETAIL
REFERENCE
16.
A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER.
PARTITION SECTION
PRIOR TO PLACEMENT OF CONCRETE,
TO0
5 -'
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AI
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM
I6.
FOR BEAMS, !LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLE55 NOTED OTHERWISE.
o
DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE.
11.
TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT.
NOTE
11.
CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S
NOTE NUMBER
NOTE
04200.A LOCATION OF
NOTE APPLICATION.
4 HR RATED CMU WALL
INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL
CD
CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE.
1 HR RATED PARTITION TO UNDERSIDE OF ROOF
INDICATES I HOUR
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RATED WALL 5EE
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PRE-ENGINEERED METAL BUILDING. 5EE PLANS
UL430 ON A2.
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INDICATES 4 HOUR
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2 1
12 000 5F (2)11,900 5F BLD65
SEPARADFD 5Y 4 HR WALL
55' 24'-3' (ROOF PEAK)
FIRE PROTECTION REQUIREMENTS (TABLE 600)
5TRUCTURAL FRAME
0 HOUR5
EXTERIOR BEARING 030')
0 HOUR5 PER TABU 601 NOTE F
EXTERIOR NON-BEARING 030')
0 HOUR5
INTERIOR BEARING WALL5
0 HOUR5
INTERIOR NON-BEARING WALL5
FIRE WALL 4 HOURS
FLOOR
0 HOUR5
ROOF
0 HOUR5
ABI 2, 3, ETC,INTHONEE OR7EHER N+
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OCCUPANCY ANALY515
INTENDED FOR THE 5TORAGE OF AIRCRAFT.
6'-0" 50'-0'
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315'-0'
5'-0° 50'-01
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SYMBOLS KEY
ROOMTITLE
101
ROOM
TARGET
FIRST plGli REPRESENTS FLOOR
LEVELROOM NUMBER 101 THRU gGITS R9ESENT
101A
DOOR
5YME3OL
DOOR5 LABELED BY NUMBER OF
SPACE INTO WHICH DOOR SWINGS,
FOLLOWED B7 LETTERS IN
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TITLEAWING
DRUG. NO. �PRIG. TITLE
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MAJOR BLDG. SECTION
5'-®° INSTALLATION.
DETAIL N0.
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GENERAL
NOTE NUMBER
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OI LOCATION OF
NOTE APPLICATION!.
MATERIAL
NOTE NUMBER
NOTE
04200.A LOCATION OF
NOTE APPLICATION.
WIND VELOCITY (MPH)
120
54'-0°
700
COMPANY
ERIC KURITZKY, ARCHITECT
IMPORTANCE FACTOR
1,00k
DOOR HYDROLIFT EQUIPMENT
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PREPARED BY
ERIC KURITZKY, ARCHITECT
EXPOSURE CATEGORY
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INTERNAL PRE55URE COEFFICIENT +/-
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5ANFORD HANGARS
MEAN ROOF HEIGHT (FT)
23
54'-0°
700
55'-0"
MT
LARGE BOX W/CMU WALL
DOOR HYDROLIFT EQUIPMENT
DOOR HYDROLIFT EQUIPMENT
m
r
(TYP)
BUILDING WIDTH (FT)
16
m
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(TYP)
JOB NUMBER
25053.4
CONTRACTOR TO CORRDINATE
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WIDTH (ft) HEIGHT (ft)
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SCALE
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PROJECT NO.
LRG. BOX FLOOR
PLAN -PLUMBING
J
SHEET
J
GENERAL REQUIREMENTS
THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS OF THE ARCHITECT SHAT
BE CONSIDERED AS PART OF THIS SPECIFICATION.
THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS
EVIDENCE OF KNOWLEDGE OF ALL EXISTING SITE CONDITIONS. FIELD VERIFY THE EXISTING
ELECTRICAL AND TELEPHONE SITE CONDITIONS AND ROUGH—IN (IF ANY).
CONTRACTOR TO VERIFY THE INTERCONNECTION REQUIREMENTS OF EACH ELECTRICAL
SYSTEM BETWEEN THIS SPACE AND ANY OTHER ATTACHED SPACE. THESE REQUIREMENTS
ARE TO BE INCLUDED IN BID.
FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PERFORM THE ELECTRICAL
WORK AS INDICATED FOR A COMPLETE AND OPERABLE INSTALLATION.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE, WIRING, POWER, AND
LIGHTS AS REQUIRED. TEMPORARY SERVICE SHALL MEET ALL NEC AND OSHA
REQUIREMENTS CONCERNING GROUND FAULT PROTECTION. UPON COMPLETION OF
PROJECT, CONTRACTOR SHALL REMOVE ALL CONDUIT, CONDUCTORS, DEVICES, ETC.,
ASSOCIATED WITH TEMPORARY SERVICE AND WIRING.
ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB
PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE GENERAL CONTRACTOR
A RECORD SET OF PRINTS SHOWING THESE CHANGES.
COMPLYING AND PERMITS
COMPLY WITH LOCAL CODES, STATE CODES, AND NATIONAL ELECTRICAL CODE (NEC), AND
ALL APPLICABLE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AT THE SITE.
WHERE THE REQUIREMENTS OF ANY OF THE AUTHORITIES LISTED ABOVE DIFFER FROM THE
PLANS OR SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS TAKE PRECEDENCE
OBTAIN PERMITS FROM THE AUTHORITIES HAVING JURISDICTION AND TURN OVER TO THE
GENERAL CONTRACTOR.
ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED AND
SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC„ AS CONFORMING TO ITS
STANDARDS WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED. THESE MATERIALS SHALL
BEAR THE LISTING MARK OF THE UL
SUBMIT MATERIALS LIST AND SHOP DRAWINGS FOR ALL MAJOR EQUIPMENT PROPOSED FOR
THIS WORK TO THE GENERAL CONTRACTOR FOR REVIEW. SUBMITTALS SHALL BE IN
ACCORDANCE WITH THE GENERAL CONDITIONS AND SHALL BEAR THE APPROVAL OF THE
ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED THEM AND THAT THE
PROPOSED MATERIALS ARE EQUIVALENT TO OR BETTER THAN THE SPECIFIED MATERIALS AS
INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN.
CONTRACTOR SHALL PROVIDE AND INSTALL THE SPECIFIED MANUFACTURER AND MODEL
NUMBER OF LIGHT FIXTURES AND LAMPS AS INDICATED ON THE LIGHTING FIXTURE
SCHEDULE. THE CONTRACTOR SHALL PROVIDE ADEQUATE INFORMATION ON ANY PROPOSED
EXCEPTION TO THE SPECIFIED LIST NO LESS THAN THREE (3) DAYS PRIOR TO BID DATE.
PROVIDE MANUFACTURER AND MODEL NUMBER OF PROPOSED EXCEPTIONS AND, IF
REQUESTED, PROVIDE CUT SHEET, PHOTOMETRI S, AND SAMPLES. FIXTURE SUBMITTALS
NOT AS SPECIFIED AND PROVIDED AFTER BID WITHOUT PRIOR APPROVAL WILL NOT BE
ACCEPTED FOR REVIEW.
GROUNDING AND BONDING
GROUND THE SYSTEM IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST ADOPTED ISSUE
OF THE N.E.C.
ALL EQUIPMENT, MOTOR, FIXTURE, RECEPTACLE, OR DEVICE TO WHICH CURRENT CARRYING
CONDUCTORS ARE CONNECTED SHALL HAVE A SEPARATE GREEN EQUIPMENT GROUNDING
CONDUCTOR, SIZED IN ACCORDANCE WITH N.E.C. TABLE 250-95, AND TO BE INSTALLED IN
THE RACEWAY AND CONNECTED TO THE DEVICE.
ALL GROUNDING OR BONDING CONDUCTORS SHALL BE SIZED AS REQUIRED BY THE NEC
AND SHALL BE THWN/THHN INSULATED WITH GREEN COLOR CODING.
ALL ELECTRICAL EQUIPMENT ENCLOSURES AND CONDUCTOR ENCLOSURES SHALL BE
GROUNDED.
SAFETY SWITCHES
SAFETY SWITCHES SHALL BE GENERAL DUTY SAFETY SWITCHES WITH 100,000A SHORT
CIRCUIT RATING AND SHAT BE LISTED IN ACCORDANCE WITH U.L 98. THE COVER SHALL
BE INTERLOCKED SO THAT THE DOOR CANNOT BE OPENED WITH THE HANDLE IN THE 'ON'
POSITION, EXCEPT BY THE INTENTIONAL OPERATION OF A CONCEALED RELEASE (DEFEATER)
MECHANISM. PROVIDE NEMA 1 ENCLOSURES FOR INTERIOR LOCATIONS AND NEMA 3R
ENCLOSURES FOR EXTERIOR LOCATIONS.
SAFETY SWITCHES AND DISCONNECTS SHAT BE FUSED (FOR A/C EQUIPMENT AS PER U.L
LISTING AND LOCAL CODE REQUIREMENTS) OR NON—FUSED AS INDICATED ON DRAWINGS OR
AS REQUIRED BY THE NEC. SWITCHES SHAT BE MANUFACTURED BY GENERAL ELECTRIC,
SQUARED, SIEMENS, WESTINGHOUSE, OR EQUIVALENT.
PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL SAFETY SWITCHES INDICATING
EQUIPMENT SERVED.
FUSES TO BE BUSSMAN TYPE, DUAL—ELEMENT, TIME DELAY, TYPE RK5.
DIVISION 16 - ELECTRICAL SPECIFICATIONS
LIGHT FIXTURES
LIGHT FIXTURE SCHEDULE SHOWS REQUIRED TYPE OF FIXTURES ONLY. DETERMINE
MODIFICATIONS REQUIRED TO MAKE FIXTURES SUITABLE FOR CEILINGS AS INSTALLED., AND
FURNISH FIXTURES ADAPTED TO THE CEILING USED. FIXTURES SHALL. BE U.L APPROVED.
THIS CONTRACTOR SHALL PROTECT THE FIXTURES AND LAMPS, AND SHALL REPLACE
BROKEN PARTS. ALL LENSES AND LOUVERS IN ANY AREAS SHALL BE CLEANED AFTER ALL
TRADES HAVE COMPLETED THEIR WORK IN THAT AREA.
RACEWAY
ALL RACEWAY ROUTED CONCEALED ABOVE CEILING OR IN WALL SHALL BE W. ALL
CONDUIT EXPOSED TO THE PHYSICAL DAMAGE OR OUTSIDE SWILL BE GALVANIZED RIGID
STEEL OR INTERMEDIATE METAL CONDUIT. MINIMUM SIZE OF RACEWAY SWW. BE 1/2'.
UNDERSLAB OR UNDERGROUND CONDUIT SWILL BE SCHEDULE 40 PVC CONDUIT.
SIZE CONDUIT PER N.E.C. FOR ENCLOSED WIRING.
FITTINGS SHALL BE APPROVED AND U.L LISTED FOR THE RACEWAY INSTALLED.
PROVIDE PULLSTRINGS IN ALL EMTPY CONDUITS.
ALL CONDUIT TERMINATING IN OUTLETS, JUNCTION OR PULL BOXES, AND CABINETS MUST
TERMINATE WITH A LOCKNUT AND BUSHING, EXCEPT AT EXPOSED CAST BOXES WHERE
THEY MAY BE OMITTED. RIGID CONDUIT SHALL BE INSTALLED WITH DOUBLE LOCKNUTS
AND BUSHING.
COUPLINGS, CONNECTORS, AND FITTINGS FOR EMT SHALL BE STEEL SETSCREW.
FLEXIBLE METAL CONDUIT SHALL BE USED FOR CONNECTIONS TO LIGHTING FIXTURES,
FIXED APPLIANCES AND MOTORS WHERE FLEXIBILITY IS REQUIRED FIXTURE WHIPS MAY BE
1/2' TO 3/8' TO INDIVIDUAL FIXTURES AND ALL OTHER SHALL BE 1/2'.
PVC CONDUIT SHALL BE INSTALLED WITH FACTORY ELBOWS AND FITTINGS. USE ONLY
APPROVED SOLVENT GLUE FOR THE CONDUIT AND FITTINGS. FIELD BENDING OF PVC
CONDUIT MAY BE PERFORMED ONLY WITH THE CONDUIT MANUFACTURER'S 'HOT BOX'
APPROVED BENDERS.
ALL CONDUCTORS MUST BE IN A RACEWAY. NO BX OR ROMEX ALLOWED. MX TYPE IS
ALLOWED WHEN ITS' USE IS PERMITTED BY THE AUTHORITIES HIVING JURISDICTION.
CONDUCTORS
ALL CONDUCTORS SHALL BE #12 COPPER (MINIMUM) WITH THHN/THWN INSULATION AND
SHALL CONFORM TO THE CURRENT ISSUE OF THE N.E.C. ARTICLES 300 AND 310, AND
SHALL MEET ASTM SPECIFICATIONS. ALL CONDUCTORS SHALL BE NEW FREE OF KINKS
AND OTHER DEFECTS WHEN INSTALLED.
MINIMUM WIRE SIZE SHALL BE NO. 12 (EXCEPT NO. 14 FOR CONTROL WIRING) AND SHALL
BE SOFT DRAWN COPPER, SOLID WITH THWN/THHN INSULATION IN SIZES THROUGH NO. 10
AND STRANDED WITH THWN/THHN INSULATION FOR NO. 8 AND LARGER.
INSULATION SHALL BE SUITABLE FOR 600 VOLTS AND MUST BEAR THE CONDUCTOR SIZE,
TYPE OF INSULATION, AND THE MANUFACTURER'S NAME STAMPED AT REGULAR INTERVALS.
COLOR CODING SHALL BE AS FOLLOWS:
SYSTEM VOLTAGE: 240/120 VOLT
PHASE A BLACK
PHASE B RED
PHASE C BLUE
NEUTRAL WHITE
GROUND GREEN
COLOR CODE SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM FROM MAIN
SWITCH THROUGH ALL BRANCH CIRCUITRY.
PROVIDE ALL SUPPORTS FOR MATERIAL AND EQUIPMENT. PROVIDE STRAIN RELIEFS FOR
OVERHEAD DROP SERVICE CORDS.
WIRING
A COMPLETE SYSTEM OF CONDUCTORS SHALL BE INSTALLED FOR ALL FEEDERS, BRANCH
CIRCUITS, AND CONTROL CIRCUITS AS NOTED ON THE PLANS.
NO WIRE IS TO BE INSTALLED IN RACEWAY UNTIL THE ENTIRE RACEWAY SYSTEM IS
COMPLETE AND THEN ONLY WITH THE USE OF AN APPROVED WIRING LUBRICANT.
BRANCH CIRCUIT SIZES ARE NOTED ON THE PLANS AND MUST BE CONTINUOUS WITHOUT
REDUCTION IN SIZE THROUGHOUT THEIR LENGTH BETWEEN FIXTURE, EXCEPT WHERE
CONNECTING TO FIXTURES. BRANCH CIRCUITS EXCEEDING 70 FEET IN TOTAL LENGTH
SHALL BE A MINIMUM OF NO. 10 AWG TO THE FIRST OUTLET OR FIXTURE (THIS DOES NOT
APPLY TO CIRCUITS WITH LARGER THAN NO. 12 CONDUCTORS ALREADY INDICATED ON
PLANS).
TELEPHONE PREWIRING
PROVIDE ALL NECESSARY WIRING, BOXES AND RELATED ACCESSORIES REQUIRED BY LOCAL
TELEPHONE COMPANY FOR COMPLETE PREWIRED UNIT INSTALLATON OF TELEPHONE SERVICE
TO TELEPHONE COMPANY INTERFACE.
WIRING DEVICES
THE FOLLOWING LISTED HUBBELL DEVICES MAY BE THE PRODUCT OF EAGLE, P do S, OR
ARROW—HART, BUT MUST BE EQUIVALENT TO THE DEVICES LISTED AND MUST BE IDENTIFIED
IN THE SUBMITTALS. ALL DEVICES SHALL BE GANG MOUNTED WHERE POSSIBLE.
SWITCHES:
SINGLE POLE, 20 AMPERES, 120/277 VOLT. CS120—W
RECEPTACLES:
DUPLEX, NEMA 5-20R, 20 AMP, 125 VOLT. CR20—W
THE COLOR OF ALL WIRING DEVICES SHALL BE IVORY (FIELD VERIFY TO MATCH EXISTING
COLOR) UNLESS OTHERWISE NOTED• OR AS APPROVED/DIRECTED LTY THE ARCHITECT.
COVER PLATES SHALL BE PLASTIC, COLOR TO MATCH THE ASSOCIATED DEVICE.
EQUIPMENT CONNECTIONS
THE ELECTRICAL. CONTRACTOR SHALL MAKE ALL POWER CONNECTIONS TO EQUIPMENT
INCLUDING ALL THE ONES INSTALLED BY THE HVAC AND PLUMBING CONTRACTORS. ALL
CONTROL WIRING NOT INDICATED ON THE PLANS WILL BE THE RESPONSIBILITY OF OTHER
TRADES.
THE ELECTRICAL CONTRACTOR MUST OBTAIN ROUGH—IN INFORMATION FROM OTHER
CONTRACTORS AND VERIFY THE ACTUAL PURCHASED EQUIPMENT PRIOR TO INSTALLATION.
VERIFY THE THERMAL CONDITIONS OF THE EQUIPMENT BASED ON NAMEPLATE DATA AND
CONNECT AS THE LISTING REQUIREMENTS ARE STATED USING THE SPECIFIED MATERIALS.
ALL POWER AND CONTROL CIRCUITS FOR ELECTRICAL EQUIPMENT REQUIRING ELECTRICAL
CONNECTIONS ARE BASED ON THE DESIGN AS INDICATED WITHIN THE CONTRACT
DOCUMENTS. THE DIVISION 16 TRADESMAN SHALL VERIFY ALL PURCHASED EQUIPMENT
THAT REQUIRES ELECTRICAL. CONNECTION WITH THE RESPONSIBLE CONTRACTOR OR VENDOR
PRIOR TO ELECTRICAL ROUGH—IN. ,.ANY DEVIATIONS IN EQUIPMENT ROUGH—IN
REQUIREMENTS FROM THE CONTRACT DOCUMENTS SHALL BE CONSIDERED A COORDINATION
ITEM THAT THE ELECTRICAL TRADESMAN SHALL DISCUSS WITH THE OTHER TRADES
INVOLVED.
APPARATUS IDENTIFICATION
PANELBOARDS, CIRCUIT BREAKERS, DISCONNECT SWITCHES AND OTHER APPARATUS USED
FOR THE OPERATION AND CONTROL; OF CIRCUITS, APPLIANCES AND EQUIPMENT SHALL BE
PROPERLY IDENTIFIED BY MEANS OF ENGRAVED LAMINATED PLASTIC DESCRIPTIVE
NAMEPLATES MOUNTED ON THE APPARATUS USING PERMANENT CONTACT CEMENT. PROVIDE
TO THE OWNER UPDATED PANELBOARD DIRECTORIES UPON COMPLETION OF CONSTRUCTION.
GUARANTEE
MATERIALS, EQUIPMENT, AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE
YEAR FROM THE DATE OF ACCEPTANCE
DEVICE MOUNTING HEIGHTS
ALL MOUNTING HEIGHTS ARE TO THE CENTER OF DEVICE, UNLESS SHOWN OR NOTED
OTHERWISE
SWITCH: 48' A.F.F.
RECEPTACLE 18' A.F.F. OR AS NOTED
TELEPHONE: ON CENTERLINE OF ADJACENT DEVICES (RECEPTACLES).
DISCONNECT SWITCH: NOT LESS THAN 24' A.F.F. OR A.F.G. AND NOT MORE THAN 6'-5'
A.F.F. OR A.F.G. TO TOP OF HANDLE, UNLESS SHOWN OR NOTED OTHERWISE
ELECTRICAL ABBREVIATIONSELECTRICAL SYMBOL LEGEND
A
AMPERE
®
EXIT FIXTURE — SINGLE OR DOUBLE FACE
DIRECTIONAL ARROWS AS SHOWN ON PLANS
AFF
ABOVE FINISHED FLOOR
WALLPACK, SEE LIGHT FIXTURE SCHEDULE
AFG
ABOVE FINISHED GRADE
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HIGH BAY OR DOWNLIGHT LIGHT FIXTURE, SEE LIGHT FIXTURE SCHEDULE
C
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COMBINATION BATTERY OPERATED EMERGENCY / EXIT LIGHT FIXTURE
C.B.
CIRCUIT BREAKER.
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SWITCH — SINGLE POLE, +48' A.F.F.
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ELECTRIC WATER COOLER
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EWH
ELECTRIC WATER HEATER
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DUPLEX RECEPTACLE, NEMA 5-20R
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FINISHED FLOOR
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GROUND FAULT CIRCUIT INTERRUPTING
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GND
GROUND
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MAIN CIRCUIT BREAKER
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NEMA 3R METER BASE AND SOCKET. METER BY POWER CO.
S/N
SOLID NEUTRAL
RPA -1.3.5
HOMERUN TO PANEL (ONE ARROW PER CIRCUIT)
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TELEPHONE TERMINAL BOARD
CONDUIT CONCEALED IN WALLS
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240
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GARAGE DOOR OPENER CONTROL PAD, +48' A.F.F.
hM- ALL INDICATED MOUNTING HEIGHTS ARE TO THE BOTTOM OF DEVICE UNLESS OTHERWISE SHOWN OR NOTED
GENERAL ELECTRICAL NOTES
1. THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF ANY
PRODUCT, INSULATION, COMPOUND OF MATERIAL CONTAINING OR INCORPORATING ASBESTOS
OR PCB, IS PROHIBITED. THE REQUIREMENTS OF THIS SPECIFICATION FOR A COMPLETE
AND PROPERLY OPERATING ELECTRICAL SYSTEM SHALL BE MET WITHOUT THE USE OF
ASBESTOS OR PCB.
2. AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR
WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE
WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH
EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS
REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED.
3. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC 2005 AND ALL OTHER CODES
AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
4. IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A
WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE
OWNER. TOLERANCES TYPICALLY 1/8' IN 10'-0' U.N.O.
5. INSTALL ALL MATERIALS AND FIXTURES PER MANUFACTURER'S RECOMMENDATIONS.
6. FIELD VERIFY ALL DIMENSIONS AND ROUGH—IN DIMENSIONS WITH ACTUAL CONDITIONS.
7. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL
FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL
WARRANTIES / MANUALS FOR MATERIALS, SYSTEMS, ETC.
8. PROVIDE ELECTRICAL SYSTEM COMPONENTS AND ITEMS AS REQUIRED. ELECTRICAL.
CONTRACTOR TO PROVIDE ADDITIONAL DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS,
AND ANY MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETED SYSTEM READY FOR
OPERATION
DISCLAIMER NOTICE:
THIS DOCUMENT CONTAINS PRIVILEGED AND CONFIDENTIAL INFORMATION, ALL OF WHICH IS
EXPRESSLY PROVIDED BY 'AZ POWER SYSTEMS' FOR THE USE OF THE INTENDED
RECIPIENT, AND FOR AN INTENDED PURPOSE. ANY DISTRIBUTION, REPRODUCTION, OR
OTHER USE OF THIS DOCUMENT IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN
CONSENT OF 'AZ POWER SYSTEMS' IS STRICTLY PROHIBITED.
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Power Systems
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11655 Swift Water Circle
Orlando, fL 32817
Phone/Fox: 407.243.6020
azpo wersystemsObellsouth. net
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MAIN AMPS: 200 M.C.B. WIRE: 3 MOUNTING: SURFACE CIRCUITS: 42
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2
..LTGn,.................... w........,.....
MOTORIZED AIRCRAFT DOOR (2HP
1.38
1.38
_......... r .__... 1 m .::.: ....:.._............. ... .....-.-.-:..
-
..............
21...............
..
,
,...20
--
-
......................
38
0.38 0.36 RECEPT., LTG., HANGAR
---------..�..... _ .W._._.W_...._
20 1 1
23
24
20 1
RECEPT. LTG. HANGAR
0.36 0.38
1.38 1 w 1 MOTORIZED AIRCRAFT DOOR ,(2HP
__. W �
20 .2 .......,25
.._ _ ............�
......................_.....
W.._....._._.�
20 2
W....�.. __.� � WWW..-...._........._....W............__._..�..._:..............._..y
MOTORIZED AIRCRAFT DOOR 2HP)
v.. ...... ....._.....
1.38
1.38
.. - , - -
- -
27
.26
28
_
- --
:....:.��....�..r
........ ............. ...
.38
038 0.36 RECEPT., LTG:,... �
20...
29...
30
20
RECEPT., LTG., HANGAR....
.1_.
0.36 0 38
., .....
MOTORIZED AIRCRAFT DOOR (2HP
.....1 .:....
20 2
31
32
.... . ..1.......
20 2
_._..........
MOTORIZED AIRCRAFT DOOR (2HP)
..;... .k..... .:
1.38
1. ....... ...........,...:.......................................4......................
33 ..........................34:
�
1.38
uu 0.38„ 0036 ; RECEPT., LTG., HANGAR
20 1
36
.................
20 1
............................................
RECEPT_ LTG._
HANGAR
0.36 0.38
1.. ........ LMOTORIZED AIRCRAFT DOOR 2HP
20 ..k2
_35
37
.. ..w ....._38.........20
,. 2.....MOTORIZED
_ _,
AIRCRAFT DOOR .2HP ..........................#...
....
r._......L...1..38
1.38 -----
-
39
40
-- --
-----
1.38
' SPARE
20
41
42
20 1 1
SPARE
PROVIDE:
CONNECTED KVA
4.32: 8.64 j 33.12
HACR TYPE CIRCUIT BREAKERS SERVING HVAC EQUIPMENT
DEMAND FACTOR
1.0 1.25 0.50
UPDATED TYPEWRITTEN DIRECTORY
DEMAND KVA
4.32 10.8
SURGE ARRESTER
16.56
TOTAL DEMAND KVA
31.68
LBX
DEMAND AMPS
132.0
GENERAL ELECTRICAL PLAN NOTES
1.
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE SEALED WITH A
FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE WALLS, FLOORS OR CEILINGS
THEY PENETRATE (TYP.).
2.
ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4' EMT C. MINIMUM, UNLESS SHOWN,
NOTED OR SPECIFIED OTHERWISE
3.
ALL EXIT AND EMERGENCY BATTERY BALLASTS OF LIGHT FIXTURES TO BE CONNECTED
AHEAD OF LOCAL SWITCHING.
4.
PROVIDE AN EXTERIOR WALL. FLUSH MOUNTED PHOTOCELL AT THE NORTHWEST CORNER OF
THIS BUILDING FOR CONTROL OF LIGHT FIXTURES TYPE 'K' AND 'H'. INTERMATIC JK4321 C
OR EQUAL INSTALL AS HIGH AS POSSIBLE
5.
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
INSTALLED AT +48' A.F.F. TO THE BOTTOM OF EACH DEVICE ALL CONDUIT AND FITTINGS
ROUTED BELOW 18' A.F.F. TO BE EXPLOSIONPROOF TYPE
KEY NOTES:
PROVIDE 30A, 240V, 10, NEMA 1-6-30 TWISTLOCK RECEPTACLE IN SURFACE MOUNTED
METAL BACKBOX AND TYPE SJO 30/3 CORD WITH PLUG FOR THE AIRCRAFT OVERHEAD
DOOR MOTOR. INSTALL RECEPTACLE AT +48' A.F.F. (TYP. OF 12).
LOCATION OF PANELBOARD AND METERING.
...
... EXISTING HANGAR
FF. EL. 28.50
EXISTING HANGAR
FF. EL. 128.50 ._
ELECTRICAL SITE PLAN
'._) "l-)
EXISTING HANGAR EXISTING HANGAR
I
$ OENE ,AL ELE�T SAL NOTES:
F yy3 : 1. ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
SEALED WITH A FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE LIC
E. VONnRYOV, P.E.
; �' ., ••. FLORI NSE #60953
WALLS, FLOORS OR CEILINGS THEY PENETRATE (TYP.).
EXISTING HANGAR =:y.
k FF. EL.i 28.50 I -Fy 2. ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4 EMT C. MINIMUM,
UNLESS SHOWN, NOTED OR SPECIFIED OTHERWISE.
i ++"Y �o„,•„•W„••••••••:, kk„ 3. ALL ELECTRICAL EQUIPMENT SHOWN DASHED IS EXISTING TO REMAIN, .
I fw # F UNLESS SHOWN OR NOTED OTHERWISE (TYP.).
t; a
Power Systems
4. FINAL LOCATION OF POWER AND TELECOMMUNICATIONS OUTLETS TO BE
Seatrical Engineering & Coneuftg
COORDINATED WITH THE OWNER PRIOR TO ROUGH -IN.
mgr 10.y �»...»............................., 4 11655 LSwift Water Circle`^ Orlando, FL 32817
5. ALL TERMINATED ENDS OF EMTPY UNDERGROUND OR STUBBED -UP Phone/Fax: 407.243.6020
ozpowersystems0bellsouth.net
CONDUIT TO BE CAPPPED AND SEALED. PROVIDE TWO NYLON
:°... _ PULLSTRINGS IN EACH CONDUIT FOR FUTURE CABLE PULLS.
EXISTING HANGAR I
5. ALL SECONDARY CONDUIT TO BE BURIED A MINIMUM OF 24” BELOW
FF. EL. 28.50
FINISHED GRADE WITHIN TRAFFIC RATED AREAS, AND 18" BELOW FINISHED
GRADE IN NON -TRAFFIC OR LANDSCAPE AREAS (TYP.).
:: I f •
N r 6. PRIMARY CONDUIT BURIAL DEPTH PER POWER CO'S REQUIREMENTS OR 36"
BELOW FINISHED GRADE (TYP.).
}
•
CL I ='
(TYP-) �j ' F . KEY NOTES:
REMOVE EXISTING PORTION OF BURIED PRIMARY CONDUIT AND
REROUTE TO THE PROPOSED LOCATION OF PAD MOUNTED
TRANSFORMER.
DE__:�> PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF BURIED
2" PRIMARY CONDUIT FOR FUTURE USE.
PROPOSED LOCATION OF POWER CO'S. 240/12OV, 10
TRANSFORMER TO SERVE BUILDING(S) AS SHOWN.
4� PROVIDE 2" SECONDARY CONDUIT FROM THE PROPOSED
LOCATION OF PAD MOUNTED TRANSFORMER TO SERVE BUILDING
PANELBOARD.
D�> PROVIDE 2'X3' "GRADE MOUNTED POLYCRETE PULLBOX (TYP.).
R�> PROVIDE TWO (2) 2" AND FOUR (4) 3" BURIED CONDUITS
BETWEEN PULLBOXES AS SHOWN.
7 PROVIDE TWO (2) 2" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF TELEPHONE TERMINAL BOARD. STUB -UP
+ 18" A.F.F.
PROVIDE THREE (3) 1" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF GATE CONTROL DEVICES AS DIRECTED BY
AIRPORT AUTHORITY AND THE OWNER.
D�> EXISTING POWER CO.'S PRIMARY CONDUIT TEMRINATION.
10 PROVIDE A WEATHERPROOF CAST OUTLET BOX AND WATERTIGHT
FLEXIBLE CONNECTION TO THE EXTERIOR ILLUMINATED SIGN,
CONTROLLED BY A PHOTOCELL. VERIFY EXACT LOCATION WITH
THE OWNER PRIOR TO ROUGH -IN. SERVICE TO BE PROVIDED
VIA 20A/1 P CIRCUIT BREAKER IN PANELBOARD 'C2-1', CIRCUIT
31.
FEEDER / CONDUIT SCHEDULE
PROPOSED
FF.
HANGAR
EL. 28.5
6RO"
SIZE (AWS)
CONDUIT
SIZE
®
2010
*10
3/44
ELECTRICAL SITE PLAN
'._) "l-)
EXISTING HANGAR EXISTING HANGAR
I
$ OENE ,AL ELE�T SAL NOTES:
F yy3 : 1. ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
SEALED WITH A FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE LIC
E. VONnRYOV, P.E.
; �' ., ••. FLORI NSE #60953
WALLS, FLOORS OR CEILINGS THEY PENETRATE (TYP.).
EXISTING HANGAR =:y.
k FF. EL.i 28.50 I -Fy 2. ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4 EMT C. MINIMUM,
UNLESS SHOWN, NOTED OR SPECIFIED OTHERWISE.
i ++"Y �o„,•„•W„••••••••:, kk„ 3. ALL ELECTRICAL EQUIPMENT SHOWN DASHED IS EXISTING TO REMAIN, .
I fw # F UNLESS SHOWN OR NOTED OTHERWISE (TYP.).
t; a
Power Systems
4. FINAL LOCATION OF POWER AND TELECOMMUNICATIONS OUTLETS TO BE
Seatrical Engineering & Coneuftg
COORDINATED WITH THE OWNER PRIOR TO ROUGH -IN.
mgr 10.y �»...»............................., 4 11655 LSwift Water Circle`^ Orlando, FL 32817
5. ALL TERMINATED ENDS OF EMTPY UNDERGROUND OR STUBBED -UP Phone/Fax: 407.243.6020
ozpowersystems0bellsouth.net
CONDUIT TO BE CAPPPED AND SEALED. PROVIDE TWO NYLON
:°... _ PULLSTRINGS IN EACH CONDUIT FOR FUTURE CABLE PULLS.
EXISTING HANGAR I
5. ALL SECONDARY CONDUIT TO BE BURIED A MINIMUM OF 24” BELOW
FF. EL. 28.50
FINISHED GRADE WITHIN TRAFFIC RATED AREAS, AND 18" BELOW FINISHED
GRADE IN NON -TRAFFIC OR LANDSCAPE AREAS (TYP.).
:: I f •
N r 6. PRIMARY CONDUIT BURIAL DEPTH PER POWER CO'S REQUIREMENTS OR 36"
BELOW FINISHED GRADE (TYP.).
}
•
CL I ='
(TYP-) �j ' F . KEY NOTES:
REMOVE EXISTING PORTION OF BURIED PRIMARY CONDUIT AND
REROUTE TO THE PROPOSED LOCATION OF PAD MOUNTED
TRANSFORMER.
DE__:�> PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF BURIED
2" PRIMARY CONDUIT FOR FUTURE USE.
PROPOSED LOCATION OF POWER CO'S. 240/12OV, 10
TRANSFORMER TO SERVE BUILDING(S) AS SHOWN.
4� PROVIDE 2" SECONDARY CONDUIT FROM THE PROPOSED
LOCATION OF PAD MOUNTED TRANSFORMER TO SERVE BUILDING
PANELBOARD.
D�> PROVIDE 2'X3' "GRADE MOUNTED POLYCRETE PULLBOX (TYP.).
R�> PROVIDE TWO (2) 2" AND FOUR (4) 3" BURIED CONDUITS
BETWEEN PULLBOXES AS SHOWN.
7 PROVIDE TWO (2) 2" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF TELEPHONE TERMINAL BOARD. STUB -UP
+ 18" A.F.F.
PROVIDE THREE (3) 1" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF GATE CONTROL DEVICES AS DIRECTED BY
AIRPORT AUTHORITY AND THE OWNER.
D�> EXISTING POWER CO.'S PRIMARY CONDUIT TEMRINATION.
10 PROVIDE A WEATHERPROOF CAST OUTLET BOX AND WATERTIGHT
FLEXIBLE CONNECTION TO THE EXTERIOR ILLUMINATED SIGN,
CONTROLLED BY A PHOTOCELL. VERIFY EXACT LOCATION WITH
THE OWNER PRIOR TO ROUGH -IN. SERVICE TO BE PROVIDED
VIA 20A/1 P CIRCUIT BREAKER IN PANELBOARD 'C2-1', CIRCUIT
31.
FEEDER / CONDUIT SCHEDULE
ID MARK
WIRE SIZE
(AWS)
6RO"
SIZE (AWS)
CONDUIT
SIZE
®
2010
*10
3/44
CRAPHIC SCALE
30 0 15 30 60 120
IN FEET
I INCH = 60 FT.
0 w
C)
rab
4-4
U)
0
0
o O C Cf)
DRAWN
AEZ
CHECKED
AEZ
DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
24015.3
PHASE 2A
HANGARS
ELECTRICAL
SITE UTILITIES
SHEET
ES -2.O