6220-6241 Tarmac Way - BC07-000146 (SANFORD AIRPORT AUTH) (LG HANGAR) (A)PERMIT ADDRESS
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ISION
* DATE
CONTRACTORPERMIT
ADDRESS =
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PERMIT DESCRIPTION unAaAA
PERMIT VALUATION 3m2 S
PHONE NUMBER
644
23
SQUARE FOOTAGE
• ���7.
PROPERTY OWNER
O IJ E olPk
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
n
O
d
CODES
2004 FLORIDA BUILDING CODE
2004 FLORIDA FIRE CODE
WIND 5PEED 120 MPH
NFPA 409 2001
CODE PARAMETERS
DESCRIPTION
ALLOWABLE
PROVIDED
BUILDING
EXTERIOR NON-BEARING (30')
0 HOURS
U5E/OCCUPANCY
5TORA5E, LOW HAZARD, GROUP 5=2
CON5TRUCTION TYPE
TYPE V UNPROTECTED / UN5PRINKLED
NFPA 409
GROUP III, TYPE 2 000
BUILDING AREA
0 HOUR5
16,000 5F PER FLOOR
11,932 5F
MAX. NO. OF 5TORIE5
INTERNAL. PRE55URE COEFFICIENT +/-
2
1
MAX. HANGAR 5PACE
JOB D15CRIPTION
12,000 5F
11,932 5F
MAX. HGT. IN FEET
55'
20'=11.5' (ROOF PEAK)
LARGE BOX WEND
A2, 4.1, ETC_
16
FIRE PROTECTION REQUIREMENTS (TABLE 600)
5TRUCTURAL FRAME
0 HOURS
EXTERIOR BEARING 630')
0 HOURS PER TABLE 601 NOTE F
EXTERIOR NON-BEARING (30')
0 HOURS
INTERIOR BEARING WALL5
0 HOURS
INTERIOR NON-BEARING WALLS
0 HOURS
FLOOR
0 HOURS
ROOF
0 HOUR5
ALPHABETICAL SEQUENCE.
CLIENT NAME
OCCUPANCY ANALY515
INTENDED FOR THE STORAGE OF AIRCRAFT.
GENERAL CONDITIONS AND NOTES
I. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES
HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN51ONS AT THE JOBSITE PRIOR TO COMMENCING WORK CONTRACTOR
SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING
WORK
3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
HANGERS, SLAB DEPRESSIONS, AND PITCHES A$ MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORW,
4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR
REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.
5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
ANY 51MILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. THE CONTRACTOR SHALL
A CONSULT THE ARCHITECT IF THERE 15 ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION
ISSUE.
6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2004 EDITION OF
THE FLORIDA BUILDING CODE. IT 15 DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOAD5:
120 MPH WIND LOAD5 WITH SHAPE FACTORS.
EXPOSURE B WIND LOADS
IMPORTANCE FACTOR OF Im, BUILDING CATEGORY 11
s INTERAL PRE55URE COEFFICIENT 15 0.18
MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF
NET UPLIFT DE51GN PRE55URE SHALL BE 30 PF.
DESIGN ROOF LIVE LOAD IS 20 P5F
--ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS.
8. CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE 51TE AND PAVING FAMILIARIZED HIMSELF WITH ALL
EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL.
10. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THI5 INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER
TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
11. IF MATERIALS, QUANTITIES, 5TRENGTH5 OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH
THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR 51ZE INDICATED, 5PEGIEIED OR NOTED SHALL BE
PROVIDED.
12. 'PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL
WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL 5URFACE6 DUSTED AND CLEANED, AND ALL TOILET AND
PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER
13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE.
14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES_
15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS
PROVIDED BY THE OWNER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,
GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK 15
PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY
RESULTANT EXTRA C05T FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
SCALING DIMENSIONS FROM PLANS 15 PROHIBITER
I6. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM
DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE.
11. CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S
INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL
CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE,
FOUNDATIONS
1, SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE
BEARING PRE55URE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REG15TRERED IN THE STATE OF
FLORIDA CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED BY BUILDING OFFICIAL_
2. ALL REQUIREMENTS FOR 51TE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE 501L5 REPORT SHALL BE FOLLOWED
UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS
ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR
3. 501L SHALL BE COMPACTED TO A MINIMUM OF 95`o OF MAXIMUM MODIFIED PROCTOR DENSITY.
4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE.
5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL 15 FULLY BRACED BY THE
CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN
CONSTRUCTED To THE 5AT15FACTION OF THE ARCHITECT.
CAST IN PLACE CONCRETE
I. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
SLAB ON GRADE AND FOOTINGS 3000 PSI
REMAINING CONCRETE 3000 PSI
2. ALL CONCRETE SHALL HAVE A SLUMP OF 4' PLU5 OR MINUS 1', AND HAVE 2 TO 4% AIR ENTRAINMENTS, AND A MAXIMUM
WATER/CEMENT RATIO OF 058.
3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AGI 301 CHAPTER 3, METHOD I OR METHOD 2.
SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF ACI 318
4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A5TM A-615 GRADE 60.
5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AGI 318
LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 301.
6, WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOKS SHALL BE
PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES.
1. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS
WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
8. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS
OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS.
9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
2' CONCRETE EXPOSED TO EARTH OR WEATHER % THROUGH "18 BARS
11/2' ALL OTHER CASES
10, MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED
ON THE DRAWINGS.
It WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6' AND CONTAIN AT LEAST ONE CROSS
WIRE WITHIN THE 8'.
12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER
TRADES BEFORE CONCRETE IS PLACED.
13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT I'-0' AROUND CORNERS OR CORNER BARS WITH 24' LAP SHALL
BE PROVIDED.
14, ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES' ACI 315 LATEST EDITION, UNLE66 DETAILED OTHEW16E ON THESE PLANS.
15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR 51ZE AND LOCATION OF EMBEDDED ITEMS,
SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FUFIISHED AND INSTALLED
PRIOR TO PLACEMENT OF CONCRETE.
I6. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MID5PAN, UNLE65 NOTED OTHERWISE.
Il, TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT.
SYMBOLS KEY
ROOMTITLE
ROOM
FIRST DIGIT REPRESENTS FLOOR
101
TARGET
S REPRESENT
LEVELROOM NUMBER REMAINING I01TTHRU 99
I01A
DOOR
DOORS LABELED BY NUMBER OF
SPACE INTO WHICH DOOR SWINGS,
PREPARED BY
SiMPOL
FOLLOWED BY LETTERS IN
B
ALPHABETICAL SEQUENCE.
CLIENT NAME
WINDOW
INTERNAL. PRE55URE COEFFICIENT +/-
O
�1'MBOL
NUMBERED BY TYPES.
JOB D15CRIPTION
GRID LINE
DIRECTION!
A, E1 2, 3, ETC, IN THE OTHER
OTARGET
LOCATIONS OFF MAIN GRID NOTED
A5 NOTED
LARGE BOX WEND
A2, 4.1, ETC_
16
DRAW. NO. �DRWG. TITLE
O
TITLE
Al AWING
151
1/4'=1'-0' -- SCALE
MAJOR BLDG. 5ECTION
ROOF 5LOPE (X:12)
DETAIL NO.
Al
NDICATE5 DIRECTION OF
GENERAL NOTES
DETAIL CUT AND/OR LOCATION.
ME
OPENING OPENING
SHEET ON WHICH
OPENING
DETAIL IS DRAWN.
PARTIAL SECTION
ZONE
DETAIL
WIDTH (Ft)
HEIGHT (Ft)
AI
5F) PRE55URE ( 5F)
REFERENCE
PARTITION SECTION
1
48
AI
-10.4
ARTITION TYPE
A INTERIOR
�Ar ELEVATION
1
60
DIRECTION OF VIEW,
GENERAL
NOTE NUMBER
NOTE
®1 LOCATION OF
3
NOTE APPLICATION.
MATERIAL
NOTE NUMBER
NOTE
04200"'� LOCATION OF
8
NOTE APPLICATION.
I
I
I
I
WIND VELOCITY (MPH)
120
m
COMPANY
ERIC KURITZKY, ARCHITECT
IMPORTANCE FACTOR
1.00
o
PREPARED BY
ERIC KURITZKY, ARCHITECT
EXPO5URE CATEGORY
B
O_
CLIENT NAME
TRACY FORRE5T
INTERNAL. PRE55URE COEFFICIENT +/-
0.18
0
JOB D15CRIPTION
5ANFORD HANGAR5
MEAN ROOF HEIGHT (FT)
21
m
A5 NOTED
LARGE BOX WEND
BUILDING WIDTH (FT)
16
JOB NUMBER
25053.2
BUILDING LENGHT (FT)
151
U
O
ROOF 5LOPE (X:12)
.5
x
a
GENERAL NOTES
ME
OPENING OPENING
M
LOCATION
OPENING
OPENING DIME N5ION5 MAXIMUM P051TIVE MAXIMUM NEGATIVE
MARK DE5CRIPTION
ZONE
ELEVATION
WIDTH (Ft)
HEIGHT (Ft)
PRE55URE (
5F) PRE55URE ( 5F)
101 OVERHEAD
5
1
48
14 11.1
-10.4
102 OVERHEAD
5
1
60
14 16.4
-11]
103 HOLLOW METAL
4
333
3
6106 22.6
-29.5
104 OVERHEAD
5
5
8
8 20.2
-222
N
m
0
_.
c
0
r,ri i rr i_r STRIP (a) IN
4
A3
SOUTHEAST RAMP -PHASE 2A � � �A> BAR PROVIDE PURPLE K�EWALKS, DRIVEWAYS 4 PAVING. FE -FIRE EXTINGUISHERS
LARGE BOX HANGAR WIND UNIT 2
a3
i
atitord Fire -Frey t�
m
m
c
DRAWN
o
CJD
CHECKED
O_
r�
DATE
0
4/12 /0%
m
SCALE
m
A5 NOTED
PROJECT NO.
25053.2
U
O
�
x
a
GENERAL NOTES
LANN
G2wc F 0 P
Y
L
SHEET
Y
o
�
0
U
m
Al
0
c
■
p
�
N
m
0
_.
c
0
N
L
�
®�
C 5
v
r
DRAWN
o
CJD
CHECKED
DATE
0
4/12 /0%
m
SCALE
m
A5 NOTED
PROJECT NO.
25053.2
U
LARGE BOX W/END
x
a
GENERAL NOTES
LANN
G2wc F 0 P
Y
SHEET
Y
0
U
w
w
Al
0
■
7
kFr-- F5
F5F5
_
/
\
IF2
IF 2
�F2
F1
Hr9 \
FROM'-
',U►
RUM_
C.J. (TYP.) 1/8" x i" DEEP 5
WITHIN 12 HOURS
WCUT F5
OF POUR
F4
- -
- - \ -
- -
- -
8'-0° X -20'= 0" MAT O F 6x6 1.4 /
1.4 WWM AT EA. INTEIROR FOOTING
F2�
II \
I
4" THICK MIN. 3000 P5I CONC.
(TYP)
I
5LA5 W/ 6X6 1.4 X 1.4 WMM ON 6
I I I
j I
MIL. V15OUEEN ON COMPACTED
TERMITE TREATED FILL
F5
I
�Q 8JI
-
F5
SLOPE 2'
I I I
NOTE:
CONCRETE CONTRACTOR 5ET IN
PLACE ANCHOR BOLT5 TO MFGR
ANCHOR BOLT SETTING PLAN
J
,
TEMPLATE5 REQ'D (4"
i
F4
F4
PROJECTION MAX) GRADE 60
REBAR, 25" MIN. LAP
05 HAIRPIN (TYP.) BARS
MIN. 15'-0" LEGS
6"
I F0
RVC AC CHASE - -
OPT. ATH
P B R OOM5 I
- _
- - -
-
I
- - -
- � F2
/
F5
F2 /
\ /
#5 HAIRPIN (TYP.) BEND 20'-0"
BARS MIN. 9'-0" LEGS
FT F5
/
F
F5
\ I /
F
F5
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F
F5
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ot,
FROM'-
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DOOR 5CNEDULE
SYMBOL
xx
DOOR
FRAME EMS. SHEET A4
CLOSURE
RATED
MTL
THRESH
H�
SPECS
PRE56URE
POSITIVE
PRESSURE
NEGATIVE
REMARKS
LOCATION
TYPE
WIDTH
HEIGHT
THICK
MAT'L
fiRADE
MAT'L
HEAP JJAMB
THRESH
101
HANGAR
D
40'
14'
- - -
- - -
- - -
- - -
REQ. TO MFCxR 5PEG
---
---
---
11.1
-1a.4
OVERHEAD DOOR W/ TRANS. PANEL
W/ HYDROLIFT
102
HANGAR
D
60'
14'
- - -
- - -
- - -
- - -
REF, TO MFGR MPEG
- - -
- - -
---
16.4
-11.1
OVERHEAD DOOR W/ TRANS. PANEL
W/ HYDROLIFT
103
HANGAR
A
3'-0''
6'=a"
13/4"
MTL
PAINT
HOLLOW/MTL
Cl—
GI
G2
YES
---
YE6
22.6
-29.5
FLUSH PANEL DOOR
104
HANGAR
B
---
STEEL
PAINT
---
---
---
---
---
---
---
20.2
-22.2
GARAGE DOOR (TYP) W/ HIGH LIFT
105
HG BATHROOM
C
3'-0"
6'-a"
1 3/4"
MTL
PAINT
HOLLOW/MTL
Al
A2
A3
YE5
---
YE5
FLUSH PANEL DOOR
106
HG 5ATHROOM
C
3'-0"
6'-a"
13/4"1
MTL
110,41NTIHOLLOW/MTL
1 Al
42
A3
YE5
20MIN,
YE5
FLUSH PANEL DOOR WITH RATED HARDWARE
A
cll�a
F q
� e
U
V
(�
o a
z
O
F
O
O
�
� A
� �
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z �
L
O
W
x P
Q ° o
H.V.A.C. SPECIFICATIONS
GENERAL
SCOPE OF WORK
FURNISH AND INSTALL COMPLETE AIR GONDITIONING SYSTEMS AS INDICATED ON THE DESIGN
DRANINC75 AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT
BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR
GONDITIONING UNITS, EXHAUST FANS, AIR DISTRIBUTION AND DUGTWORK.
RELATED WORK SPECIFIED ELSEWHERE
REFER TO ELECTRICAL SPECIFICATIONS FOR ALL ELECTRICAL WORK PERFORMED IN
CONJUNCTION WITH MECHANICAL WORK. DIVISION 15 CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. REQUIRED FOR COMPLETE,
WORKING HVAG CONTROLS AND EQUIPMENT.
ODES AND STANDA
ALL MECHANICAL WORK SHALL BE GOVERNED AND INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROV I S I ONS OF THE FLORIDA BUILDING CODE 2004, NATIONAL ELECTRIC CODE,
FLORIDA MECHANICAL CODE 2004, FLORIDA FIRE PREVENTION CODE 2004, FLORIDA LIFE
SAFETY CODE 2004, AMERICANS WITH DISABILITIES ACT, ASHRAE STANDARDS, ANSI, SMAGNA,
AND FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION 2004. NO WORK SHALL BE
COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND TESTED.
PRODUCTS
ALL EQUIPMENT AND APPURTENANCES SHALL BE NEW UNLE55 OTHERWISE NOTED.
SUBSTITUTIONS
EQUIPMENT AND DESIGN OF 5Y5TEM5 AS INDICATED ON THE PRANINC75 AND WITHIN THESE
SPEGIFIGATIONS SHALL BE CONSIDERED AS THE SPECIFIED STANDARD OF QUALITY.
5UB5TITUTION5 OF EQUIPMENT WITH EQUAL OR BETTER SPECIFICATIONS MAY BE SUBSTITUTED.
WORKMANSHIP
ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT, WORKMANLIKE MANNER.
THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO AVOID CONFL I GTS AND DELAYS.
NO ALLOWANGES WILL BE MADE FOR REWORK DUE TO GOORDINATION CONFLICTS WITH OTHER
TRADES. NO WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND
TESTED.
WARRANTY/GUARANTEE:
THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE: STABILITY OF WORK AND
MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1)
YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE
ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT H15
OWN EXPENSE TO THE ENTIRE 5AT15FAGTION OF THE OWNER AND ARCHITECT AND ENGINEER.
SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR
FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO.
H.V.A.C. LEGEND
DOUBLE LINE SINGLE LINE
DUCT DIMENSION A x B
A x B (A = HORIZONTAL, B = VERTICAL)-�
SPIN -IN FITTING W/DAMPER e
(SIDE TAPPIN(5)
aOlb ELBOW WITH TURNING VANES
RADIUS ELBOW
EXHAUST AIR DUCT UP �--�
EXHAUST AIR DUCT DOWN �--�
RIGID ROUND DUCT UP
(`,) I •� RIGID ROUND DUCT DOWN �--�
MANUAL VOLUME DAMPER
® EXHAUST GRILLE
O DRAWING HEX NOTE
Q REVISION DELTA AND NUMBER
EXECUTION
DRAWINGS ARE GENERALLY DIAGRAMMATIG AND DO NOT NEGE55ARILY SHOW EVERY FITTING
AND DETAIL. INSTALL DUCTS, EQUIPMENT AND CONTROLS IN A NEAT WORKMANLIKE MANNER
AND IN ACCORDANCE WITH GOOD PRACTICE FOR A COMPLETE, WORKABLE INSTALLATION.
AVOID CONFLICT WITH OTHER TRADES; MAKE ADEQUATE PROVISIONS FOR PREVENTING NOISE
AND VIBRATION. ARRANGE EQUIPMENT IN THE AVAILABLE SPACE TO MAKE ALL WORKING
PARTS AGGE551BLE FOR MAINTENANCE AND SERVICE. CONTRACTOR IS RESPONSIBLE FOR
ALL FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED, FUNCTIONAL INSTALLATION.
IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS MAY EXIST AND WORK MAY NOT BE
LOCATED OR INSTALLED EXACTLY AS INDICATED ON THE DRAWINGS. DEVIATIONS REQUIRED
TO COORDINATE WITH OTHER TRADES SHALL BE CONSIDERED PART OF THIS CONTRACT. NO
WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND TESTED.
HANGERS AND SUPPORTS
PROVIDE ALL NECESSARY DUGTWORK, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND
ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUGTWORK, PIPING AND EQUIPMENT FROM
THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UN15TRUT AND SUSPENSION RODS
REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUGTWORK. THE USE OF BALING WIRE OR
PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS.
EXHAUST FANS:
FURNISH EXHAUST FANS WITH PERFORMANCE AND GAPACITIES AS LISTED ON THE DESIGN
DRAWINGS. ALL EXHAUST FANS SHALL COME WITH INTEGRAL BAGKDRAFT DAMPERS.
SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE -TYPE HANGER WITH
SPRING -MOUNTED VIBRATION ISOLATORS.
GOORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF
GAPS A MINIMUM DISTANCE OF IO' -O" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR
INTAKE.
OUGTWORK:
MATERIALS: GALVANIZED STEEL OF GAUGES GONFORMING TO LATEST EDITION OF SMAGNA
STANDARDS BASED ON 2" W.G. PRESSURE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE
DRAWINGS. THE GALVANIZED DUCT GOATING IS TO BE 6-a0. ALL DIMENSIONS ARE INSIDE
NET FREE AREA. SEAL ALL JOINTS AND SEAMS WITH MEDIUM PRESSURE DUCT SEALANT.
FIBERGLASS DUGTBOARD MAY BE SUBSTITUTED; PROVIDE MINIMUM R-6, SEAL ALL JOINTS WITH
FABRIG TAPE AND MASTIC.
FAN FROM STRUCTURE
DUCTWORK FLEXIBLE CONNECTION
PROVIDE TRANSITION FROM FAN
DISCHARGE TO DUCTWORK
DISCHARGE DUCTWORK. REFER TO
PLANS FOR SIZE AND LOCATION
CEILING CABINET FAN -
CEILING EXHAUST GRILLE L CEILING (TYPICAL) REFER TO
ARCH. DWGS. FOR TYPE
AIR FLOW
CEILING CABINET EXHAUST FAN
NOT TO SCALE
ATTACH TO STRUCTURE PER
SMACNA RF__.........�....
1 1/2' MII
DIAMETER I
NOTE
,N,l_.,,k.k«U kms" METAL SADDLE
ROUND FLEXIBLE DUCTWORK
RECTANGULAR DUCTWORK
—0
ATTACH TO STRUCTURE PER
SMACNA RECOMMENDATIONS.
1 1/2" MIN. SHEETMETAL STRAP
(TYPICAL)
1. DO NOT USE POWDER ACTIVATED FASTENING SYSTEMS TO ATTACH SUPPORTS 4. SUPPORT HORIZONTAL FLEXIBLE DUCT EVERY 5'-0° MINIMUM.
TO STRUCTURE. 5. DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2"
2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT, INSULATION, OR CAUSE DUCT PER FOOT OF LENGTH.
SHAPE DEFORMATION. 6. FLEXIBLE DUCTS SHALL BE INSTALLED FULLY EXTENDED.
3. HANGER SIZES SHALL BE IN ACCORDANCE WITH SMACK LATEST EDITION.
DUCTWORK SUPPORT DETAIL
NOT TO SCALE
5. INTERLOCK FAN WITH LIGHT SWITCH; PROVIDE TEN MINUTE TIME DELAY
RELAY.
HVAC FLOOR PLAN
1/8, = 1'-0°
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SYMBOL
LOCATION
SERVICE
TYPE
�
FAN DATA
q
DATA
O
CFM
ESP
(IN W. G.)
FAN
RPM
MAX.
SONES
DRIVE
HP
(MAX WATT)
RPM
VOLT
PH.
HZ.
U
EF -1
TOILET ROOM
EXHAUST
CEILING CABINET
80
0.250
1500
3.6
DIRECT
(75)
1750
110
1
60
b
O
Z
EF -2
TOILET ROOM
EXHAUST
CEILING CABINET
80
0.250
1500
3.6
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(75)
1750
110
1
60
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SYMBOL
PHYSICAL CHARACTERISTICS
CONTROLLED BY
MANUFACTURER
MODEL NUMBER
REMARKS
DIMENSIONS
LxWxH (in)
WEIGHT
(LBS.)
OUTLET DIMS
LxW (in.)
EF -1
13.5 x 15.5 x 12
15
6"0
WALL SWITCH
COOK
GC -140
ALL
EF -2
13.5 x 15.5 x 12
F15
6"0
WALL SWITCH
COOK
GC -140
ALL
REMARKS
1.
2.
PROVIDE DISCONNECT SWITCH PER CODE REQUIREMENTS.
PROVIDE INTEGRAL BACKDRAFT DAMPER.
3_ PROVIDE BIRDSCREEN AT OUTLET.
4. PROVIDE VARIABLE SPEED SWITCH FOR BALANCING AND ROOF JACK.
5. INTERLOCK FAN WITH LIGHT SWITCH; PROVIDE TEN MINUTE TIME DELAY
RELAY.
HVAC FLOOR PLAN
1/8, = 1'-0°
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SCALE
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PROJECT
NO.
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HVAC PLAN,
SPECIFICATIONS
,- & DETAILS
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SECTION 15400
PLUMBING
PART1 GENERAL A.MANUFACTURERS:
1.1 SECTION INCLUDES 1. B LINE.
A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 2.OTHER ACCEPTABLE MANUFACTURERS OFFERING
EQUIVALENT PRODUCTS.
15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL
REQUIREMENTS. A) MICHIGAN HANGER.
B) PHD.
1.2 SCOPE
PLUMBING FIXTURE CONNECTION SCHEDULE
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
2.2
A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS,
PA
EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS
COUPLED TANK AND LID, TRIP LEVER.
CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE
A.
SUPERVISION, OPERATION, METHODS AND LABOR FOR THE
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
PLUMBING INSTALLATION.
AND ESCUTCHEON.
F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES
B.
B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO
C
INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK.
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT
D.
BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR
AND ESCUTCHEON.
SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE
2.3
LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS,
ADA COMPLIANT, 4" CENTER FAUCET DRILLING, FRONT OVERFLOW, BACKSPLASH.
FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND
ADA COMPLIANT, 0.50 GPM VANDAL RESISTANT AERATOR, LESS POP-UP AND POP-UP HOLE, CERAMIC DISC
INCLUDED FOR THE PROPER INSTALLATION OF THE WORK.
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH
McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS
2.4
AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT
IS PREINSULTED (INCLUDING SUPPLY STOP ASSEMBLIES) IN ACCORDANCE WITH ADA REQUIREMENTS.
PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT
McGUIRE NO. H170 -LK, CHROME PLATED ANGLE LOOSE -KEY STOPS, 12" LONG COPPER TUBE RISERS
WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE
AND ESCUTCHEONS.
INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT
WOODFORD NO. 24, CHROME PLATED HOSE BIBB, WITH POLYCARBONATE HANDLE,
SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO
ASSE STD 1011 VACUUM BREAKER.
ADDITIONAL COST INCURRED.
ZURN NO. Z1400 -HD, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER
ROUND SCORIATED HEAVY-DUTY SECURED TOP.
SECTIONS OF THE SPECIFICATION THE CONTRACTOR FOR THIS
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
HOT WATER WATER PIPING INSULATION (INCLD RECIRC PIPING)
Manufacturers:
1. Owens-Corning
2. Johns -Manville
3. Knauf
ASTM C547, rigid molded non-combustible fiberglass insulation.
'K' value .024 at 75 degrees F.
Vapor Barrier Jacket, Kraft paper with glass fiber yarn and bonded to aluminized film
Closure system shall be UL 181.
Insulation Thickness: 1-1/2"
PIPING: SANITARY SEWER PIPING, BELOW AND ABOVE GRADE (NON -PLENUM
AREAS ONLY). THIS PIPING ONLY ALLOWED WITHIN RESTROOM WALLS AND BELOW SLAB.
A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING/
1. FITTINGS: SCHEDULE 40 PVC.
2. JOINTS: CASTM D2855 SOLVENT WELD WITH ASTM D2564 SOLVENT CEMENT
PIPING: SANITARY SEWER PIPING, ABOVE GRADE IN PLENUM AREAS AND
IN RATED PARTITIONS. CAST IRON TO BE PROVIDED IN PLENUM AREAS.
A. CAST IRON PIPING: CISPI 301 HUBLESS SERVICE WEIGHT.
1. FITTINGS: CAST IRON
2. JOINTS: CISPI 310, STAINLESS STEEL CLAMP -AND SHIELD
HUSKEY SERIES 4000 OR CLAMP -ALL ONLY.
DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY 2.5 PIPING: WATER PIPING, ABOVE GRADE
OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR A. COPPER PIPING: ASTM B88 TYPE 'L' HARD DRAWN.
SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE 1. FITTINGS: ASTM B16.8 CAST BRONZE OR ASTM B16.22 WROUGHT
WITH MANUFACTURERS RECOMMENDATIONS. COPPER OR BRONZE.
E COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP 2. JOINTS: ASTM B32 SOLDER, ASTM 95TA MINIMUM.
DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE
PLUMBING FIXTURE CONNECTION SCHEDULE
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT
PA
THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH
COUPLED TANK AND LID, TRIP LEVER.
OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
COST TO THE PROJECT.
AND ESCUTCHEON.
F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES
AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT
COUPLED TANK AND LID, TRIP LEVER.
CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW).
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
G. EXAMINATION OF BIDDING DOCUMENTS:
AND ESCUTCHEON.
1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS
AMERICAN STANDARD "LUCERNE" NO. 0355.012, WHITE VITREOUS CHINA, WALL HUNG, CONCEALED ARM,
CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE
ADA COMPLIANT, 4" CENTER FAUCET DRILLING, FRONT OVERFLOW, BACKSPLASH.
DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY
ADA COMPLIANT, 0.50 GPM VANDAL RESISTANT AERATOR, LESS POP-UP AND POP-UP HOLE, CERAMIC DISC
AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN
McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
ADDENDUM BY THE ENGINEER. ONLY A WRITTEN
OFFSET GRID STRAINER, 1-1/4" P -TRAP, WITH CLEANOUT, NIPPLE AND ESCUTCHEON, ENTIRE ASSEMBLY
INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY
IS PREINSULTED (INCLUDING SUPPLY STOP ASSEMBLIES) IN ACCORDANCE WITH ADA REQUIREMENTS.
ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON
McGUIRE NO. H170 -LK, CHROME PLATED ANGLE LOOSE -KEY STOPS, 12" LONG COPPER TUBE RISERS
ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER
AND ESCUTCHEONS.
METHOD.
WOODFORD NO. 24, CHROME PLATED HOSE BIBB, WITH POLYCARBONATE HANDLE,
H. SUBSTITUTIONS
ASSE STD 1011 VACUUM BREAKER.
1. EXCEPT AS PROVIDED BELOW, EACH BIDDER
ZURN NO. Z1400 -HD, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND
ROUND SCORIATED HEAVY-DUTY SECURED TOP.
EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS.
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND
ROUND SCORIATED POLISHED BRONZE SECURED TOP,
EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS
PROVIDE THE FOLLOWING OPTIONS AS REQUIRED FOR FLOOR TYPES:
BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST
CARPETED FLOORS: OPTION "CM" CARPET MARKER.
TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS.
TILED FLOORS: OPTION "T" SQUARE TOP.
EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION
ZURN NO. Z-1441, CAST IRON BODY, ABS TAPERED PLUG, ROUND SMOOTH STAINLESS STEEL ACCESS
OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR
COVER WITH SECURING SCREW, PROVIDE WITH A CLEANOUT TEE IN VERTICAL PIPING.
EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS,
SIOUX CHIEF WATER HAMMER ARRESTER MODEL "HYDRA -RESTER", ASSE 1010, COLD -ROLLED ONE-PIECE
CUTS, PERFORMANCE AND TEST DATA OR INFORMATION
COPPER CHAMBER, PRESSURIZED AIR CUSHION, GUARANTEED FOR LIFE OF PLUMBING SYSTEM.
NECESSARY FOR A COMPLETE EVALUATION.
Y INDICATES REQUIRED P.D.I. SIZE.
3. IF THE ENGINEER APPROVES ANY PROPOSED
0s
SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN
ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS.
N
4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN
APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO
THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON
N
ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS.
5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL
FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE
INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL
BIDDER.
6. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED
AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS
WILL BE DENIED BY THE ENGINEER.
1.3 REGULATORY REQUIREMENTS
A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT
ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND
I
REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION.
B. CONFORM TO 2004 FLORIDA BUILDING CODE.
C. CONFORM TO 2004 FLORIDA PLUMBING,MECHANICAL AND FUEL GAS
CODES.
D. CONFORM TO 2004 FLORIDA FIRE PREVENTION CODE.
E. NATIONAL ELECTRIC CODE 2002 EDITION.
F. NFPA 54 (NATIONAL FUEL GAS CODE).
1.4 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
B. Submit written request in advance of cutting or altering elements which effect:
1. Structural integrity of element.
2. Integrity of weather -exposed element
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight
5. Work of Owner or separate contractor.
PART 2 PRODUCTS
2.1 PIPE HANGERS AND SUPPORTS
RT 3 INSTALLATION
A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. TORQUE ALL HUBLESS CAST IRON COUPLINGS IN STRICT
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. UTILIZE
COUPLING MANUFACTURERS PRE-SET TORQUE WRENCH.
C. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER
JOINTING DISSIMILAR METALS.
D. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT.
E. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT
INTERFERE WITH USE OF SPACE.
F. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS.
G. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION
WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT.
H. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND
ACCESS TO VALVES AND FITTINGS.
I. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT
EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH
APPROPRIATE ARCHITECTURAL SECTION.
J. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE
BUILDING TO ENSURE PROPER SLOPE AND COVER.
K. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR
CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER.
L. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL
BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT
OF ZINC RICH PRIMER TO WELDING.
M. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE,
LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE
AND LINSEED OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING
OF DRAINAGE SYSTEM.
N. ENCASE EXTERIOR CLEANOUTS IN CONCRETE FLUSH WITH GRADE.
0. INSTALL EACH FIXTURE WITH TRAP, EASILY REMOVABLE FOR
SERVICING AND CLEANING.
P. PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPLIES TO
FIXTURES WITH LOOSE KEY STOPS, REDUCERS, AND ESCUTCHEONS.
Q. INSTALL COMPONENTS LEVEL AND PLUMB.
R. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL
SUPPORTS, WALL CARRIERS AND BOLTS.
S. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT
AS SPEiCIFIED IN SECTION 07900, COLOR TO MATCH FIXTURE.
T. NO PVC PIPING IS ALLOWED IN RATED WALL AND PARTITIONS (USE NO -
HUB CAST IRON PIPING).
CONTRACTOiR SHALL KEEP AS -BUILT PLANS DURING CONSTRUCTION
NDICATING ALL DEVIATIONS FROM CONTRACT DOCUMENTS INCLUDING
ALTERED PAPE ROUTING.
PLUMBING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION
PLUMBING FIXTURE CONNECTION SCHEDULE
WATER CLOSETS WC -1 FIXTURE
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
VENT CW HW NOTES
FLUSH TANK, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
4" INTEGRAL
COUPLED TANK AND LID, TRIP LEVER.
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
1-1/2" i 1/2" 1/2'
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
STOP
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
v
AND ESCUTCHEON.
WC -2 FIXTURE
AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
o
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
a
COUPLED TANK AND LID, TRIP LEVER.
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
ADD ALTERNATE NO. 1
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
STOP
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
o
AND ESCUTCHEON.
LAVATORIES LL=1 FIXTURE
AMERICAN STANDARD "LUCERNE" NO. 0355.012, WHITE VITREOUS CHINA, WALL HUNG, CONCEALED ARM,
ADA COMPLIANT, 4" CENTER FAUCET DRILLING, FRONT OVERFLOW, BACKSPLASH.
FAUCET
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
U
0
ADA COMPLIANT, 0.50 GPM VANDAL RESISTANT AERATOR, LESS POP-UP AND POP-UP HOLE, CERAMIC DISC
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
DRAIN
McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
01
a
OFFSET GRID STRAINER, 1-1/4" P -TRAP, WITH CLEANOUT, NIPPLE AND ESCUTCHEON, ENTIRE ASSEMBLY
IS PREINSULTED (INCLUDING SUPPLY STOP ASSEMBLIES) IN ACCORDANCE WITH ADA REQUIREMENTS.
STOPS
McGUIRE NO. H170 -LK, CHROME PLATED ANGLE LOOSE -KEY STOPS, 12" LONG COPPER TUBE RISERS
0
AND ESCUTCHEONS.
HOSE BIBBS HB -1
WOODFORD NO. 24, CHROME PLATED HOSE BIBB, WITH POLYCARBONATE HANDLE,
o
ASSE STD 1011 VACUUM BREAKER.
EXTERIOR CLEANOUT ECO -1
ZURN NO. Z1400 -HD, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
w
ROUND SCORIATED HEAVY-DUTY SECURED TOP.
FLOOR CLEANOUT FCO -1
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
0��a;w
ROUND SCORIATED POLISHED BRONZE SECURED TOP,
PROVIDE THE FOLLOWING OPTIONS AS REQUIRED FOR FLOOR TYPES:
CARPETED FLOORS: OPTION "CM" CARPET MARKER.
TILED FLOORS: OPTION "T" SQUARE TOP.
WALL CLEANOUT WCO-1
ZURN NO. Z-1441, CAST IRON BODY, ABS TAPERED PLUG, ROUND SMOOTH STAINLESS STEEL ACCESS
O
COVER WITH SECURING SCREW, PROVIDE WITH A CLEANOUT TEE IN VERTICAL PIPING.
SHOCK ARRESTERS SLY
SIOUX CHIEF WATER HAMMER ARRESTER MODEL "HYDRA -RESTER", ASSE 1010, COLD -ROLLED ONE-PIECE
COPPER CHAMBER, PRESSURIZED AIR CUSHION, GUARANTEED FOR LIFE OF PLUMBING SYSTEM.
Y INDICATES REQUIRED P.D.I. SIZE.
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ALL FIXTURE CONNECTION SIZES ARE MINIMUM REQUIRED SIZES,
REFER TO PLANS FOR LARGER PIPE SIZE REQUIREMENTS.
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GENERAL REQUIREMENTS
THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS OF THE ARCHITECT SHALL
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 SWILL 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.
MATERIALS
ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED AND
SHALL BE LISTED BY THE UNDERWRTH'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, PHOTOMETRICS, 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 SHALL 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 SHALL 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 SHALL BE MANUFACTURED BY GENERAL ELECTRIC,
SQUARE D. 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 EMT. ALL
CONDUIT EXPOSED TO THE PHYSICAL DAMAGE OR OUTSIDE SHALL BE GALVANIZED RIGID
STEEL OR INTERMEDIATE METAL CONDUIT. MINIMUM SIZE OF RACEWAY SHALL BE 1/2'.
UNDERSLAB OR UNDERGROUND CONDUIT SHALL 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 HAVING JURISDICTION.
CONDUCTORS
ALL CONDUCTORS SHALL BE #12 COPPER (MINIMUM) WITH THHN/THWN INSULATION AND
SHALL CONFORM TO THE CURRENT ISSUE OF THE NEC. 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.
SUPPORTS
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 BY 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 ABBREVIATIONS
A
AMPERE
AFF
ABOVE FINISHED FLOOR
AFG
ABOVE FINISHED GRADE
C
CONDUIT
C.B.
CIRCUIT BREAKER
E
EXISTING
EF
EXHAUST FAN
EWC
ELECTRIC WATER COOLER
EWH
ELECTRIC WATER HEATER
FF
FINISHED FLOOR
GFI
GROUND FAULT CIRCUIT INTERRUPTING
GND
GROUND
KAIC
KILO—AMPERES OF INTERRUPTING CURRENT
M.C.B.
MAIN CIRCUIT BREAKER
S/N
SOLID NEUTRAL
TTB
TELEPHONE TERMINAL BOARD
TYP.
TYPICAL
XFMR
TRANSFORMER
V
VOLT
WP
WEATHERPROOF OR NEMA 3R
ELECTRICAL SYMBOL LEGEND
®
EXIT FIXTURE — SINGLE OR DOUBLE FACE
DIRECTIONAL ARROWS AS SHOWN ON PLANS
G
WALLPACK, SEE LIGHT FIXTURE SCHEDULE
O
HIGH BAY OR DOWNLIGHT LIGHT FIXTURE, SEE LIGHT FIXTURE SCHEDULE
COMBINATION BATTERY OPERATED EMERGENCY / EXIT LIGHT FIXTURE
$
SWITCH — SINGLE POLE, +48' A.F.F.
$�r
ROTARY TIME SWITCH, INTERMA11C #FD60MC—IVORY OR EQUAL
$3
THREE WAY SWITCH, +48" A.F.F.
i
$3T
3—WAY ROTARY TIME SWITCH, INTERMATIC #FD32H—IVORY OR EQUAL
qp
DUPLEX RECEPTACLE, NEMA 5-20R
DUPLEX RECEPTACLE MOUNTED 48' A.F.F.
®
30A, 250V RECEPTACLE, 48' A.F.F.
JUNCTION BOX
I
PANELBOARD, 240/12OV, SEE PANELBOARD SCHEDULE
D
NEMA 3R METER BASE AND SOCKET. METER BY POWER CO.
/'-RPA-1,3,5
HOMERUN TO PANEL (ONE ARROW PER CIRCUIT)
CONDUIT CONCEALED IN WALLS
CONDUIT EXPOSED
3
��-
CONNECTION TO EQUIPMENT
I
r7lj FUSED DISCONNECT SWITCH, S/N, 2 — POLES, 60 — FRAME SIZE, 40 — FUSE SIZE
3 2 40
0 GAME DOOR OPENER CONTROL PAD, +48' A.F.F.
RAG
MM- 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 10'4" 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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LIGHT FIXTURE SCHEDULE BUS AMPS: 225 PHASE: 1 LUG LOCATION: BOTTOM
MAIN AMPS: 150 M.C.B. WIRE: 3 MOUNTING: SURFACE CIRCUITS: 42
IBALLAST DATA DESCRIPTION
LIGHT FIXTURE DATA LAMP DATA SERVICE: 240/120 V OPTIONS: NEMA 3R TYPE: SQUARED, NQOD AIC RATING: 10K
KVA
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f DARK BRONZE POLYESTER FINISH, INSTALL AT N14 -6 A.F.G. TO BOTTOM €......
�s...,_...._»»....v� 3.22 < MOTORIZED AIRCRAFT DOOR 5HP) 50 I 2 mm
...::: �» ..........,. _ »._ ..., _ _»....... ...». E m._ :..... £...::m ; ...._»»..:..... 22 20 1 SPACE»..........»..
CCAXL-I-G-W-H LED 120 COMBINATION EMERGENCY BATTERY FIXTURE AND SINGLE GREEN --
XEM MCPHILBEN € .W......23 . �. 24._ .»W .................... ........» ..._.»...»........W..».._
MR16 HALOGEN FACE EXIT LIGHT, WHITE HOUSING, EMERGENCY NI -CAD BATTERY 1.20 ..:..... :.... GARAGE DOOR OPENER (1/2HP) 20 f 1 25 26
r _
'SPACE .. _ W . ... ......
._.....4___.
Em
1. PROVIDE ENERGY SAVING LAMPS AND BALLASTS.
2. ALL EXIT AND BATTERY PACK LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF ROOM LIGHT SWITCHING.
3. EQUAL MANUFACTURERS TO BE LITHONIA, UGHTOUER AND COOPER.
3. VERIFY AND COORDINATE EXACT FIXTURE MOUNTING HEIGHTS WITH THE OWNER PRIOR TO ROUGH -IN.
FEEDER / CONDUIT SCHEDULE
ID MARK
WIRE 51ZE
(AHS)
EEROM
SIZE (AHS)
CONDUIT
51ZE
®
2010
#10
5/4'
®
2#8
#10
5/4'
GENERAL ELECTRICAL PLAN NOTES
€
29
30
THEY PENETRATE (TYP.).
2.
ALL HOMERUNS TO BE 110 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.
€
31
40
32
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, 24OV, 14, NEMA L6-30 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 4).
PROVIDE A SURFACE MOUNTED 4'X4' JUNCTION BOX ABOVE GARAGE DOOR OPENING TO
SERVE GARAGE DOOR OPENER.
f
I
PROVIDE A SURFACE MOUNTED GARAGE DOOR PUSHBUTTON CONTROLS AT +48' A.F.F. TO
....:........
THE BOTTOM OF CONTROLS. PROVIDE ALL NECESSSARY INTERCONNECTIONS TO THE
35
L%l
36
PROVIDE A WALL SURFACE MOUNTED 60A, 24OV, 10, S/N NEMA 1 OVERHEAD AIRCRAFT
HANGAR DOOR MOTOR DISCONNECT SWITCH AT +60' A.F.F. TO THE BOTTOM OF SWITCH.
.
f
....
37
38
....... ........
...........
.. .......
! ..
..................................._............
........
...............
39
40
........ ......... ..
41
42
PROVIDE:
CONNECTED KVA
2.52 1
4.57 18.68
DEMAND FACTOR
1.0
HACR TYPE CIRCUIT BREAKERS SERVING HVAC EQUIPMENT
DEMAND KVA
2.52
5.71 € 9.34
UPDATED TYPEWRITTEN DIRECTORY
TOTAL DEMAND KVA
17.57 ?
SBX
SURGE ARRESTER
DEMAND AMPS
73.2
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 110 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 WAIL FLUSH MOUNTED PHOTOCELL AT THE NORTHWEST CORNER OF
' ' 'H'. INTERMATIC K4321C
TYPE K AND 0 LIGHT Fl i�
THIS BUILDING FOR CONTROL F FIXTURES
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, 24OV, 14, NEMA L6-30 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 4).
PROVIDE A SURFACE MOUNTED 4'X4' JUNCTION BOX ABOVE GARAGE DOOR OPENING TO
SERVE GARAGE DOOR OPENER.
PROVIDE A SURFACE MOUNTED GARAGE DOOR PUSHBUTTON CONTROLS AT +48' A.F.F. TO
THE BOTTOM OF CONTROLS. PROVIDE ALL NECESSSARY INTERCONNECTIONS TO THE
GARAGE DOOR OPENER MOTOR.
L%l
LOCA11ON OF PANEI"D AND METERING.
PROVIDE A WALL SURFACE MOUNTED 60A, 24OV, 10, S/N NEMA 1 OVERHEAD AIRCRAFT
HANGAR DOOR MOTOR DISCONNECT SWITCH AT +60' A.F.F. TO THE BOTTOM OF SWITCH.
...... ..... . ........ ......... ...... ........... .. ... ......... .. ......
.........
f =
SBX-10:12,
SOUTHEAST RAMP - PHASE 2A
LARGE BOX HANGAR WEND UNIT
- ELECTRICAL FLOOR PLAN
SCALE: 1 /8" =1'-0"
SBX-13:15`
€ ................ ._ .............
DIS.CLAII .E.R. w TIC..
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.
ull
ICU. IN2'C.
CS TRANSFORMER
ti
C' y!
Power Systems
Boobiml Enptn"riey a Coo Ing
R. License 160953
11655 Swift Water Circle
Orlando, FL 32817
Phone/Fox.- 407.243 6020
azpowersystemsObellsouth. net
.. .. ......
..... �u._W
EXISTING HANGAR
......_._
EXISTING HANGAR
L
GDENERAL ELECT GAL NOTES:
1:
PROPOSED
F7.
HANGAR
EL. 28.5
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,
.. .. ......
..... �u._W
EXISTING HANGAR
......_._
EXISTING HANGAR
L
GDENERAL ELECT GAL NOTES:
1:
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
WIRE SIZE
(AWS)
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 ELECTRICAL
EQUIPMENT SHOWN DASHED IS EXISTING TO REMAIN,
UNLESS SHOWN
OR NOTED OTHERWISE (TYP.).
4.
FINAL LOCATION
OF POWER AND TELECOMMUNICATIONS OUTLETS TO BE
COORDINATED WITH THE OWNER PRIOR TO ROUGH—IN.
5.
ALL TERMINATED
ENDS OF EMTPY UNDERGROUND OR STUBBED—UP
CONDUIT TO BE
CAPPPED AND SEALED. PROVIDE TWO NYLON
PULLSTRINGS IN
EACH CONDUIT FOR FUTURE CABLE PULLS.
5.
ALL SECONDARY
CONDUIT TO BE BURIED A MINIMUM OF 24" BELOW
FINISHED GRADE
WITHIN TRAFFIC RATED AREAS, AND 18" BELOW FINISHED
GRADE IN NON—TRAFFIC
OR LANDSCAPE AREAS (TYP.).
6.
PRIMARY CONDUIT
BURIAL DEPTH PER POWER CO'S REQUIREMENTS OR 36"
BELOW FINISHED
GRADE (TYP.).
li__-�:>REMOVE EXISTING PORTION OF BURIED PRIMARY CONDUIT AND
REROUTE TO THE PROPOSED LOCATION OF PAD MOUNTED
TRANSFORMER.
2 PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF BURIED
2" PRIMARY CONDUIT FOR FUTURE USE.
3 > PROPOSED LOCATION OF POWER CO'S. 240/12OV, 10
TRANSFORMER TO SERVE BUILDING(S) AS SHOWN.
PROVIDE 2" SECONDARY CONDUIT FROM THE PROPOSED
LOCATION OF PAD MOUNTED TRANSFORMER TO SERVE BUILDING
PANELBOARD.
5 PROVIDE 2'X3' GRADE MOUNTED POLYCRETE PULLBOX (TYP.).
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.
8 ,> PROVIDE THREE (3) 1" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF GATE CONTROL DEVICES AS DIRECTED BY
AIRPORT AUTHORITY AND THE OWNER.
9 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)
GROUND
SIZE (AWG)
CONDUIT
SIZE
®
2010
*10
S/4"
CRAPHIC SCALE
30 0 15 30 60
120
IN FEET)
> INCH = 60 FT.
FONARYOV, P.E.
Power Systems
Electrical Engineering & Consulting
fZ. License /60953
11655 Swift Water Circle
Orlando, fZ 32817
Phone/Fox: 407.243.6020
azpowersystems®bellsouth.net
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cz
Cz
I~ co
0
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a
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b
0
cid
DRAWN
AEZ
CHECKED
AEZ
DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
24015.3
PHASE 2A
HANGARS
ELECTRICAL
SITE UTILITIES
SHEET
ES -2.0