5220-5241 Tarmac Way - BC06-003128 (SANFORD AIRPORT AUTH) (5 UNIT LRG HANGAR) (A)qQ(>PERMIT ADDRES95C
CONTRACTORW%
ADDRESS
PHONE NUMBER
PROPERTY OWNI
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
L 1,A)SUBDIVISION
i PERMIT # o (v- 314a ir DATE
PERMIT DESCRIPTION
!� R));+ 4��
PERMIT VALUATION aca
,S . OO
SQUARE FOOTAGE
CODES
2004 FLORIDA BUDDING CODE
2004 FLORIDA FIRE CODE
WIND 5PEED 120 MPH
NFPA 409 2001
CODE PARAMETERS
DE5CRIPTION
ALLOWABLE
PROVIDED
BUILDING
EXTERIOR NON-BEARING 630')
0 HOURS
U5E/OCCUPANCY
STORAGE, LOW HAZARD, GROUP 5=2
CON5TRUCTION TYPE
TYPE V UNPROTECTED / UN5PRINKLED
NFPA 409
GROUP III, TYPE 2 000
BUILDING AREA
0 HOURS
16,000 5F PER FLOOR
11,932 5F
MAX. NO. OF 5TORIE5
5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
2
1
MAX. HANGAR SPACE
CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION
12,000 5F
11,932 5F
MAX. HGT. IN FEET
TARGET
55'
20'=11.5' (ROOF PEAK)
LARGE BOX W/END
A2, 4.1, ETC.
-(6
EXPOSURE B WIND LOADS
FIRE PROTECTION REQUIREMENTS (TABLE 600)
STRUCTURAL FRAME
0 HOURS
EXTERIOR SEARING (30')
0 HOURS PER TABLE 601 NOTE F
EXTERIOR NON-BEARING 630')
0 HOURS
INTERIOR BEARING WALLS
0 HOURS
INTERIOR NON-BEARING WALLS
0 HOURS
FLOOR
0 HOUR5
ROOF
0 HOURS
ALPHABETICAL SEQUENCE.
REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.
OCCUPANCY ANALY515
INTENDED FOR THE STORAGE OF AIRCRAFT.
SYMBOLS KEY
ROOMTITLE
ROOM
FIRST DIGIT REPRESENTS FLOOR
101
TARGET
GITS REPRESENT
LEVELROOM NUMBER REMAINING 101 HRU 93
IOTA
DOOR
DOORS LABELED BY NUMBER OF
SPACE INTO WHICH DOOR SWINGS,
IN
WORK
3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
5YMBOL
FOLLOWED BY LETTERS
B
4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR
ALPHABETICAL SEQUENCE.
REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.
WINDOW
5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
O
SiMBOL
NUMBERED BY TYPES,
CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION
GRID LINE
A, B, C, ETC-, IN ONE DIRECTION±
1, 2, 3, ETC, IN THE OTHER
0
TARGET
LOCATIONS OFF MAIN GRID NOTED
THE FLORIDA BUILDING CODE. IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS:
LARGE BOX W/END
A2, 4.1, ETC.
-(6
EXPOSURE B WIND LOADS
DRWG. NO.-DRU1G• TITLE
O
TITLE
AIDING
Al
151
MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF
1/41.I' -m' � SCALE
NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF.
MAJOR 13LDG. 5ECTION
DESIGN ROOF LIVE LOAD IS 20 PSF
DETAIL No.
ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS.
a1
m NDICATES DIRECTION OF
8, CONTRACTOR 16 SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
DETAIL CUT AND/OR LOCATION.
9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL
SHEET ON WHICH
EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD To THE DRAWINGS SHALL BE BROUGHT TO THE
DETAIL IS DRAWN.
PARTIAL SECTION
DESCRIPTION
DETAIL
al 1
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER
ID
REFERENCE
PARTITION 5ECTION
11. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH
5
Al
40
ARTITION TYPE
A INTERIOR
al ELEVATION
WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND
5
c `--DIRECTION OF VIEW.
GENERALNOTE
NUMBER
NOTE
Ol LOCATION OF
4
NOTE APPLICATION.
MATERIALNOTE
NUMBER
NO
04200.A LOCATION OF
L
NOTE APPLICATION.
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
120
HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
ERIC KURITZKY, ARCHITECT
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE J0551TE PRIOR TO COMMENCING WORK CONTRACTOR
1.00
SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING
m
WORK
3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
ERIC KURITZKY, ARCHITECT
HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WOR,
B
4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR
c
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
0.18
ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL
5TOOP
CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION
5ANFORD HANGAR5
ISSUE.
6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
21
1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2004 EDITION OF
THE FLORIDA BUILDING CODE. IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS:
LARGE BOX W/END
120 MPH WIND LOADS WITH SHAPE FACTORS.
-(6
EXPOSURE B WIND LOADS
IMPORTANCE FACTOR OF 12, BUILDING CATEGORY II
250532
INTERAL PRESSURE COEFFICIENT IS 0.18
151
MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF
NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF.
4/12 /0%
DESIGN ROOF LIVE LOAD IS 20 PSF
.5
ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS.
8, CONTRACTOR 16 SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
45 NOTEE®
9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL
LOCATION
EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD To THE DRAWINGS SHALL BE BROUGHT TO THE
OPENING DIMEN51ON5 MAXIMUM P051TIVE MAXIMUM NEGATIVE
ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL.
DESCRIPTION
10, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
ELEVATION
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER
HEIGHT (R) PRE55URE (
TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
101
11. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH
5
THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE
40
PROVIDED,
12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL
48.4
WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND
5
PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER
60
13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE.
_11,1
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 A$
4
PROVIDED BY THE OWNER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,
3
GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
a
PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY
L
RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
5
SCALING DIMENSIONS FROM PLANS IS PROHIBITED.
16. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER
43
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
I. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE
BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF
FLORIDA. CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED BY BUILDING OFFICIAL.
2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS 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. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% 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 IS FULLY BRACED BY THE
CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS 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 SATISFACTION 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' PLUS OR MINUS 11, 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 ACI 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 ASTM 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; AGI 301.
6, WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS 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 -
31 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 TTP. EXCEPT WHERE OTHERWISE NOTED
ON THE DRAWINGS.
It WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8' 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, UNLESS DETAILED OTHERWISE ON THESE PLANS.
15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS,
SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED
PRIOR TO PLACEMENT OF CONCRETE,
Ib. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE.
11, TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT.
WIND VELOCITY (MPH)
120
COMPANY
ERIC KURITZKY, ARCHITECT
IMPORTANCE FACTOR
1.00
4'-0" X
m
PREPARED BY
ERIC KURITZKY, ARCHITECT
EXP05URE CATEGORY
B
c
CLIENT NAME
TRACY FORRE5T
INTERNAL PRE55URE COEFFICIENT +/-
0.18
5TOOP
JOB D15CRIPTION
5ANFORD HANGAR5
MEAN ROOF HEIGHT (FT)
21
v
LARGE BOX W/END
BUDDING WIDTH (FT)
-(6
CHECKED
JOB NUMBER
250532
BUDDING LENGHT (FT)
151
DATE
0
4/12 /0%
ROOF SLOPE (X:12)
.5
SCALE
m
45 NOTEE®
OPENING OPENING
LOCATION
OPENING
OPENING DIMEN51ON5 MAXIMUM P051TIVE MAXIMUM NEGATIVE
MARK
DESCRIPTION
ZONE
ELEVATION
WIDTH (Ft)
HEIGHT (R) PRE55URE (
5f) PRE55URE ( 5r)
101
OVERHEAD
5
1
40
14 17.1
48.4
102 OVERHEAD
5
1
60
14 16.4
_11,1
103 HOLLOW METAL
4
3.33
3
6l06 22.6
-29.5
104 OVERHEAD
5
5
8
8 202
-222
n IIntl I nC CnGC 4tC)lo / ❑ 1 IN
3
t
3
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SOUTHEAST RAMP - PHASE 2A
LARGE BOX HANGAR W/END UNIT
SEE 51TE PLAN BY OTHER5 FOR 51DEWALK5, DRIVEWAY5 4 PAVING. FE -FIRE EXTINGUI5HER5
- IN HANGAR5 PROVIDE PURPLE K10
2
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m
v
4'-0" X
m
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GONG.
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5TOOP
m
L
DRAWN
v
CJ ®
CHECKED
m
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DATE
0
4/12 /0%
m
SCALE
m
45 NOTEE®
PROJECT NO.
25053.2
ujU
LARGE BOX W/END
x
GENERAL NOTES
a
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52 & F Z Pl .,q
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SHEET
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0
W
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DRAWN
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CHECKED
>.
EDK
DATE
4/12/0/0
SCALE
4& NOTED
PROJECT NO.
25053.2
i
LARGE BOX W/END
FOUNDATION
r
PLAN
L
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SHEET
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A2
REVISIONS
CJD
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4/12/06
NOTED
2E 053,2
W/END
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REVISIONS
CJD
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4/12/06
NOTED
2E 053,2
W/END
,LAN
TIONS
DOOR 5CHEDULE
SYMBOL.
xx
DOOR
FRAME DTI-5. SHEET A4
CL05URE
RATED
MTI.
THRESH
HD �
5PEC5
PRE65URE
P051TIYE
PRE55URE
NEGATIVE
REMARKS
LOCATION
TYPE
WIDTH
HEIGHT
THICK
MAT'L.
RAD
MAT'L
HEAD
JAMB
THRESH
IOl
HANGAR
D
40'
- - -
- - -
- - -
- - -
REF. TO MFGR SPEC
---
---
---
11.1
=18.4
OVERHEAD DOOR W/ TRANS. PANEL
W/ HYDROLIFT
102
HANGAR
D
60'
14'
- - -
- - -
- - -
- - -
REQ. TO MFCxR SPED
- - -
- - -
---
16.4
-11.1
OVERHEAD DOOR W/ TRANS. PANEL
W/ HYDROLIFT
103
HANGAR
A
3'-0''
6'=O"
13/4''
MTL
PAINT
HOLLOW/MTL
G1
GI
G2
YES
---
YES
22.6
-295
FLUSH PANEL DOOR
104
HANGAR
B
V-0"
0'-0"
---
STEEL
PAINT
---
---
---
---
---
---
---
20.2
-22.2
GARAGE DOOR (TYP) W/ HIGH LIFT
105
HG BATHROOM
C
3'-0"
6'-a"
13/4"
MTL
PAINT
HOLLOW/MTL
Al
A2
A3
YES
---
YES
FLUSH PANEL DOOR
106
HC 5ATHROOM
G
3'-0"
6'-V
13/4"
MTL
PAINT
HOLLOW/MTL
Al
A2
A3
YES
20MIN.
YES
o
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FLUSH PANEL DOOR WITH RATED HARDWARE
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H.V.A.C. SPECIFICATIONS
GENERAL
SCOPE OF WORK
FURNISH AND INSTALL COMPLETE AIR GONDITIONING SYSTEMS AS INDICATED ON THE DE516N
DRAWINGS 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. DIV15ION 15 CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. REQUIRED FOR COMPLETE,
WORKING HVAC CONTROLS AND EQUIPMENT.
CODES AND STANDARDS
ALL MECHANICAL WORK SHALL BE GOVERNED AND INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS 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, A5HRAE STANDARDS, ANSI, 5MAGNA,
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 DE51 GN OF 5Y5TEM5 AS INDICATED ON THE DRAW I NG5 AND WITHIN THESE
5PEGIFIGATION5 SHALL BE CONSIDERED AS THE SPECIFIED STANDARD OF QUALITY.
5UE35TITUTIONS OF EQUIPMENT WITH EQUAL OR BETTER SPECIFICATIONS MAY BE SUBSTITUTED.
WORKMAN5HI P
ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT;, WORKMANLIKE MANNER.
THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO AVOID CONFLICTS 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 SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER.
SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FIN15H 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
(51DE TAPPING)
q0!.6 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 t--I—�
® EXHAUST GRILLE
O2 DRAWING HEX NOTE
Q REVISION DELTA AND NUMBER
EXECUTION
DRAWINGS ARE GENERALLY DIAGRAMMATIC 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 PROV1510N5 FOR PREVENTING NOISE
AND VIBRATION. ARRANGE EQUIPMENT IN THE AVAILABLE SPACE TO MAKE ALL WORKING
PARTS AGGE5515LE FOR MAINTENANCE AND SERVICE. CONTRACTOR 15 RESPONSIBLE FOR
ALL FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED, FUNCTIONAL INSTALLATION.
IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS MAY EX15T 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 TH15 CONTRACT. NO
WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND TESTED.
HAN6ER5 AND SUPPORTS
PROVIDE ALL NECESSARY OUGTWORK, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND
ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM
THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UN15TRUT AND SUSPENSION RODS
REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. THE USE OF BALING WIRE OR
PERFORATED METAL STRAPPING 15 NOT ACCEPTABLE FOR SUPPORTS.
EXHAUST FANS:
FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPAG I TI E5 AS L 15TED ON THE DE51 GN
DRAWINGS. ALL EXHAUST FANS SHALL COME WITH INTEGRAL BAGKDRAFT DAMPERS.
SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE -TYPE HANGER WITH
5PRIN6-MOUNTED VIBRATION ISOLATORS.
COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF
GAPS A MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR
INTAKE.
DUGTWORK:
MATERIALS: GALVANIZED STEEL OF GAUGE5 GONFORMING TO LATEST EDITION OF 5MACNA
STANDARDS BASED ON 2" W.G. PRESSURE UNLE55 SPECIFICALLY NOTED OTHERWISE ON THE
DRAWIN65. THE GALVANIZED DUCT GOATING 15 TO BE 6-q0. ALL DIMEN51ONS ARE INSIDE
NET FREE AREA. SEAL ALL JOINTS AND SEAMS WITH MEDIUM PRESSURE DUCT SEALANT.
FIBERGLA55 DUCTBOARD MAY BE SUBSTITUTED; PROVIDE MINIMUM R-6, SEAL ALL JOINTS WITH
FABRIC 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 CEILING
EILI GD TGSYPICAL) REFER TO
ARCH. FOR
AIR FLOW
CEILING CABINET EXHAUST FAN
NOT TO SCALE
ATTACH TO STRUCTURE PER
SMACNA R� "...."...""..
1 1/2" MII
DIAMETER I
%MLtf11\ILLU JIILLI METAL SADDLE
ROUND FLEXIBLE DUCTWORK
OTE
1. DO NOT USE POWDER ACTIVATED FASTENING SYSTEMS TO ATTACH SUPPORTS
TO STRUCTURE.
2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT, INSULATION, OR CAUSE DUCT
SHAPE DEFORMATION.
3. HANGER SIZES SHALL BE IN ACCORDANCE WITH SMACK LATEST EDITION.
RECTANGULAR DUCTWORK
ATTACH TO STRUCTURE PER
SMACNA RECOMMENDATIONS.
1 1/2" MIN. SHEETMEfAL STRAP
(TYPICAL)
4. SUPPORT HORIZONTAL FLEXIBLE DUCT EVERY 5'-0" MINIMUM.
5. DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2"
PER FOOT OF LENGTH.
6. FLEXIBLE DUCTS SHALL BE INSTALLED FULLY EXTENDED.
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"
v
E
0
o
FAN SCHEDULE
O
E�
SYMBOL
LOCATION
SERVICE
TYPE
o
FAN DATA
V`
DATA
CFM
ESP
(IN W. G.)
FAN
RPM
MAX.
SONES
DRIVE
HP
(MAX WATT)
RPM
VOLT
PH.
HZ.
A
e
EF -1
TOILET ROOM
EXHAUST
CEILING CABINET
80
0.250
1500
3.6
DIRECT
(75)
1750
110
1
60
o.
EF -2
TOILET ROOM
EXHAUST
CEILING CABINET
80
0.250
1500
3.6
DIRECT
(75)
1750
110
1
60
q
O
�
U
¢
ti
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
6110
WALL SWITCH
COOK
GC -140
ALL
EF -2
13.5 x 15.5 x 12
15
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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DRAWN
MLB
CHECKED
MLB
DATE
6/13/06
SCALE
AS NOTED
PROJECT NO.
HVAC PLAN,
SPECIFICATIONS
& DETAILS
SHEET
M1.1
SECTION 15400
PLUMBING
PART1 GENERAL A.MANUFACTURERS:
1. B -LINE.
1.1 SECTION INCLUDES
2.OTHER ACCEPTABLE MANUFACTURERS OFFERING
A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION EQUIVALENT PRODUCTS.
15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL A) MICHIGAN HANGER.
REQUIREMENTS. B) PHD.
1.2 SCOPE
E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHO
WATER CLOSETS WC -1 FIXTURE
2.2
A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS,
FLUSH TANK, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE
A.
SUPERVISION, OPERATION, METHODS AND LABOR FOR THE
PA
FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL
WITH
CONTRACTORTHE INSTALLS H
PLUMBING INSTALLATION.
'
REENCE WITH
OTH RTRADES ORSO AS TO CA SEE ANY INTTER EH
B.
B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND
WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL
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
D.
SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
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
CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS
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
1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS
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.
DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO
D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER
ROUND SCORIATED HEAVY-DUTY SECURED TOP.
S 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.
SECTION 1 2.5 PIPING: WATER PIPING, ABOVE GRADE
DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY
OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR A. COPPER PIPING: ASTM B88 TYPE'U HARD DRAWN.
SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE 1. FITTINGS: ASTM 816.8 CAST BRONZE OR ASTM B16.22 WROUGHT
WITH MANUFACTURERS RECOMMENDATIONS. COPPER OR BRONZE.
P 2. JOINTS: ASTM B32 SOLDER, ASTM 95TA MINIMUM.
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 SPECIFIED IN SECTION 07900, COLOR TO MATCH FIXTURE.
T. NO PVC PIPING IS ALLOWED IN RATED WALL AND PARTITIONS (USE NO -
HUB CAST IRON PIPING).
ONTRACTOR SHALL KEEP AS -BUILT PLANS „DURING CONSTRUCTION
NDICATING ALL DEVIATIONS FROM CONTRACT DOCUMENTS INCLUDING
LTERED PIPE ROUTING.
ADD ALTERNATE NO. 1
PLUMBING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION
E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHO
WATER CLOSETS WC -1 FIXTURE
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE
FLUSH TANK, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
CW HW NOTES
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT
PA
STOP
WITH
CONTRACTORTHE INSTALLS H
112"
'
REENCE WITH
OTH RTRADES ORSO AS TO CA SEE ANY INTTER EH
AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
0�w0
WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL
COUPLED TANK AND LID, TRIP LEVER.
REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
COST TO THE PROJECT.
STOP
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES
AND ESCUTCHEON.
LAVATORIES LL=1 FIXTURE
PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL
ADA COMPLIANT, 4" CENTER FAUCET DRILLING, FRONT OVERFLOW, BACKSPLASH.
ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING
McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
SHALL BE DECREASED IN SIZE(IN THE DIRECTION OF FLOW) .
i
IS PREINSULTED (INCLUDING SUPPLY STOP ASSEMBLIES) IN ACCORDANCE WITH ADA REQUIREMENTS.
G. EXAMINATION OF BIDDING DOCUMENTS:
McGUIRE NO. H170 -LK, CHROME PLATED ANGLE LOOSE -KEY STOPS, 12" LONG COPPER TUBE RISERS
1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS
-
HOSE BIBBS HB -1
WOODFORD NO. 24, CHROME PLATED HOSE BIBB, WITH POLYCARBONATE HANDLE,
CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE
ASSE STD 1011 VACUUM BREAKER.
EXTERIOR CLEANOUT ECO -1
DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO
ROUND SCORIATED HEAVY-DUTY SECURED TOP.
THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY
�
PROVIDE THE FOLLOWING OPTIONS AS REQUIRED FOR FLOOR TYPES:
INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN
CARPETED FLOORS: OPTION "CM" CARPET MARKER.
ADDENDUM BY THE ENGINEER. ONLY A WRITTEN
WALL CLEANOUT WC0-1
ZURN NO. Z-1441, CAST IRON BODY, ABS TAPERED PLUG, ROUND SMOOTH STAINLESS STEEL ACCESS
INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY
COVER WITH SECURING SCREW, PROVIDE WITH A CLEANOUT TEE IN VERTICAL PIPING.
SHOCK ARRESTERS SA -'X'
ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON
COPPER CHAMBER, PRESSURIZED AIR CUSHION, GUARANTEED FOR LIFE OF PLUMBING SYSTEM.
ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER
Y INDICATES REQUIRED P.D.I. SIZE.
Er-
METHOD.
0�w
0
H. SUBSTITUTIONS
1. EXCEPT AS PROVIDED BELOW, EACH BIDDER
REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND
EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS.
v
2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND
EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS
BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST
TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS.
EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION
OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR
EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS,
CUTS, PERFORMANCE AND TEST DATA OR INFORMATION
NECESSARY FOR A COMPLETE EVALUATION.
3. IF THE ENGINEER APPROVES ANY PROPOSED
SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN
ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS.
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
ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS.
i
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
F
WILL BE DENIED BY THE ENGINEER.
1.3 REGULATORY REQUIREMENTS
A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT
C
I
ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND
I
REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION.
A
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 A CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
I`
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 SPECIFIED IN SECTION 07900, COLOR TO MATCH FIXTURE.
T. NO PVC PIPING IS ALLOWED IN RATED WALL AND PARTITIONS (USE NO -
HUB CAST IRON PIPING).
ONTRACTOR SHALL KEEP AS -BUILT PLANS „DURING CONSTRUCTION
NDICATING ALL DEVIATIONS FROM CONTRACT DOCUMENTS INCLUDING
LTERED PIPE ROUTING.
ADD ALTERNATE NO. 1
PLUMBING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION
PLUMBING
WATER CLOSETS WC -1 FIXTURE
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
WASTE TRAP
FLUSH TANK, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
CW HW NOTES
COUPLED TANK AND LID, TRIP LEVER.
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
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
112"
AND ESCUTCHEON.
WC -2 FIXTURE
AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
0�w0
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
COUPLED TANK AND LID, TRIP LEVER.
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
STOP
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
�C7,
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,
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,
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
AND ESCUTCHEONS.
-
HOSE BIBBS HB -1
WOODFORD NO. 24, CHROME PLATED HOSE BIBB, WITH POLYCARBONATE HANDLE,
�
ASSE STD 1011 VACUUM BREAKER.
EXTERIOR CLEANOUT ECO -1
ZURN NO. Z1400 -HD, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
ROUND SCORIATED HEAVY-DUTY SECURED TOP.
FLOOR CLEANOUT FCO -1
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
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 WC0-1
ZURN NO. Z-1441, CAST IRON BODY, ABS TAPERED PLUG, ROUND SMOOTH STAINLESS STEEL ACCESS
COVER WITH SECURING SCREW, PROVIDE WITH A CLEANOUT TEE IN VERTICAL PIPING.
SHOCK ARRESTERS SA -'X'
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.
E 4oL.
Y INDICATES REQUIRED P.D.I. SIZE.
I� 3" VTR
J 3"
2"614
;�� 3/4" CW
L-1 I I
L=1 -**"V \ I I WC -1
WC -1
4"
PLUMBING RISER DIAGRAM (ADD ALTERNATE NO. 1).
NOT TO SCALE
I
PLUMBING
FIXTURE CONNECTION SCHEDULE
MARK DESCRIPTION
WASTE TRAP
VENT
CW HW NOTES
WC -1 WATER CLOSET
4" INTEGRAL
2"
1/2" --
L-1 I LAVATORY
2° 1-1 4" 1 1-1/2"_
ooz
112"
NOTE:
ALL FIXTURE CONNECTION SIZES ARE MINIMUM REQUIRED SIZES, REFER TO PLANS FOR LARGER PIPE SIZE REQUIREMENTS.
I� 3" VTR
J 3"
2"614
;�� 3/4" CW
L-1 I I
L=1 -**"V \ I I WC -1
WC -1
4"
PLUMBING RISER DIAGRAM (ADD ALTERNATE NO. 1).
NOT TO SCALE
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DATE
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6/13/C
SCALE
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PROJECT
NO.
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PLUMBING SPECS
a ' & DETAILS
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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 JIJRISDIC11ON 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 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 HERON.
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 SFWl 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 SWILL 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 SWILL 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 SWILL 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
Eel: 1110tel :8_:60-1
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 THOR WORK IN THAT AREA.
RACEWAY
ALL RACEWAY ROUTED CONCEALED ABOVE COLING OR IN WALL SHALL BE EMT. ALL
CONDUIT EXPOSED TO THE PHYSICAL DAMAGE OR OUTSIDE SWILL 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 SHILL 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 NOT 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 ME=T 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 NOTE) ON THE PLANS AND MUST BE CONTINUOUS WITHOUT
REDUCTION IN SIZE THROUGHOUT THOR 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 DEVIA11ONS IN EQUIPMENT ROUGH—IN
REQUIREMENTS FROM THE CONTRACT DOCUMENTS SFWl 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
ELECTRICAL SYMBOL LEGEND
A
AMPERE
a
®
EXIT FIXTURE — SINGLE OR DOUBLE FACE
DIRECTIONAL ARROWS AS SHOWN ON PLANS
AFF
ABOVE FINISHED FLOOR
G
WALLPACK, SEE LIGHT FIXTURE SCHEDULE
AFG
ABOVE FINISHED GRADE
O
HIGH BAY OR DOWNLIGHT LIGHT FIXTURE, SEE LIGHT FIXTURE SCHEDULE
C
CONDUIT
COMBINATION BATTERY OPERATED EMERGENCY / EXIT LIGHT FIXTURE
C.B.
CIRCUIT BREAKER
$
SWITCH — SINGLE POLE, +48A.F.F.
E
EXISTING
$�
ROTARY TIME SWITCH, INTERMATIC IFD60MC—IVORY OR EQUAL
EF
EXHAUST FAN
k
$3
THREE WAY SWITCH, +48' A.F.F.
EWC
ELECTRIC WATER COOLER
$3r
3—WAY ROTARY TIME SWITCH, INTERMATIC #FD32H—IVORY OR EQUAL
EWH
ELECTRIC WATER HEATER
qp
DUPLEX RECEPTACLE, NEMA 5-20R
FF
FINISHED FLOOR
'
DUPLEX RECEPTACLE MOUNTED 48' A.F.F.
GFI
GROUND FAULT CIRCUIT INTERRUPTING
®
30A, 250V RECEPTACLE, 48' A.F.F.
GND
GROUND
JUNCTION BOX
KAIC
KILO—AMPERES OF INTERRUPTING CURRENT
PANELBOARD, 240/120V, SEE PANELBOARD SCHEDULE
M.C.B.
MAIN CIRCUIT BREAKER
NEMA 3R METER BASE AND SOCKET. METER BY POWER CO.
S/N
SOLID NEUTRALR
A 1,3,5
HOMERUN TO PANEL (ONE ARROW PER CIRCUIT)
TTB
TELEPHONE TERMINAL BOARD
CONDUIT CONCEALED IN WALLS
TYP.
TYPICAL
/
CONDUIT EXPOSED
XFMR
TRANSFORMER
CONNECTION TO EQUIPMENT
V
VOLT
FUSED DISCONNECT SWITCH, S/N, 2 — POLES, 60 — FRAME SIZE, 40 — FUSE SIZE
WP
WEATHERPROOF OR NEMA 3R
fig
240
Q
GARAGE DOOR OPENER CONTROL PAD, +48' A.F.F.
M; 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.
J1SM
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 LTTHONIA, UGHTOUER AND COOPER.
3. VERIFY AND COORDINATE EXACT FIXTURE MOUNTING HEIGHTS WITH THE OWNER PRIOR TO ROUGH -
IN.
FEEDER / CONDUIT SCHEDULE
10 MARK
WIRE SIZE
(AW6)
LIGHT
FIXTURE
SCHEDULE
2M10
MIO
3/4•
®
LIGHT FIXTURE DATA
#10
LAMP DATA
N0.
BALLAST DATA
LOAD 5ERYED
DESCRIPTION
ID
MANUFACTURER
MODEL NUMBER
TYPE
I WATTS
QTY.
TYPE
146 f
VOLTS
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INTERMEDIATE FLOODLIGHT, /
111:1.
24 "
.,..,.,..,., ,.r... »»
.,,,�,,.......... 1111 .. .. .... ......,.,,.,.,...,.:v,....:.....:.: .�.....
SPACE
1111. ......... ....,...,._..
t
» WW_..._...»W._.
20 1
W ...
25
€
_..WW...»..».......»».............................»W
26
DARK BRONZE POLYESTER FINISH, INSTALL AT N14'-6' A.F.G. TO BOTTOM
XEM
.:.:..:...:..vu .......... ,_. ,
MCPHILBEN
CCAXL-I -G-W-H
LED
y
8
2
-
...»......»...........
120
__.._......._.........».._:» WW �W..... _......... y ,.n» 1.111._ y...
COMBINATION EMERGENCY BATTERY FIXTURE AND SINGLE GREEN
.
29
MR16 HALOGEN
30
_.u...»_.,
•
»_.,., ....._._..... _........W.0 1111 .... .......... ,.__.�_..........._.........'
Y...._._...._......... ........._�..._.....
._
m.. .............. M,_....., ...........» mr 1111 _ :... _... 1111.
f
-
FACE EXIT LIGHT WHITE HOUSING EMERGENCY NI CAD BATTERY
1 /
J1SM
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 LTTHONIA, UGHTOUER AND COOPER.
3. VERIFY AND COORDINATE EXACT FIXTURE MOUNTING HEIGHTS WITH THE OWNER PRIOR TO ROUGH -
IN.
FEEDER / CONDUIT SCHEDULE
10 MARK
WIRE SIZE
(AW6)
61ROUN0
SIZE (AW6)
C4"IT
SIZE
®
2M10
MIO
3/4•
®
206
#10
3/4•
BUS AMPS: 225 PHASE: 1 LUG LOCATION: BOTTOM
MAIN AMPS: 150 M.C.B. WIRE: 3 MOUNTING: SURFACE CIRCUITS: 42
SERVICE: 240/120 V OPTIONS: NEMA 3R TYPE:USQ ARE D. NQOD AIC RATING: 10K
k
KVA k
CB
CKT
BUS
CKT
CB
73
KVA
.. 11:11..... 11..,...... 111 .......................
OTHER LOAD SERVED
LTG REC €
..... .................
POLE TRIP
N0.
11.......1 1::::..:::
A B
N0.
.......:.. ..... . 11. 11.:::.
_
TRIP POLE
LOAD 5ERYED
::::::::: 11 1 1...,,... 1111.. ......................
REC �
� LTG 'OTHER
1.46 LTG, EXTERIOR
20 1
1
1 / f 1
THIS BUILDING FOR CONTROL OF LIGHT FIXTURES TYPE K AND H . INTER MATIC J K4321 C
2
20 1
LTG, EXTERIOR
146 f
: 111:1... ................ 1111...
1111...
0.26m._;..0.36.....1 RECEPT., LTG., HANGAR
f
3
_. 1111..
1111.
4
20. 1.....1
1111... ... ............:..
, , HANGAR :..,
_ .................. .. : ...........
0.36......3....0.26.... ;..........::
n._n»........». _.. .. ..........................20....;.......1....
�
1.38 � ;MOTORIZED AIRCRAFT DOOR 2HP
20 2
5
DOOR MOTOR. INSTALL RECEPTACLE AT +48' A.F.F. (TYP. OF 4).
6
...:.RECEPT
3
20 2
,LTG
MOTORIZED AIRCRAFT DOOR 2HP
1.38
...»...._.W».�......»».�.....». W.».»»4..v.....��.........W»�.. ..�..._............»_.. .�......_)»..W
1.38 ! -----
......_.y..»... ..W
-
1111 .. ...
7
......................................�...
............_»
--- -
�.v......W��.._.._�_...................
-
i
1.38
0.26: 0.36 RECEPT., HANGAR
20 1
9
HANGAR DOOR MOTOR DISCONNECT SWITCH AT +60' A.F.F. TO THE BOTTOM OF SWITCH.
rr......
10
20 2
MOTORIZED AIRCRAFT DOOR 2HP)
1.38
2 SPARE
20 € 1
11
1111_
._y..u.
12
_44444 __ 1111.. _ LL._LLuu_._uu LL_LL
W: W uu
1.38
................. .............. 1111 ,.............. _ 111,1. .....................................................................
....... 1 ::::::111 11::1:::::1 1111...
1.38 MOTORIZED AIRCRAFT DOOR 2HP
... 1111.. ....................
20 2
13
........ .... ...,.......
14
......... ............................................................................111
20 1 1
RECEPT., LTG., HANGAR, RESTROOMS
0.54 ' 0.305
»-»»».»».»,»»».»
1.38 t
O
15
20 1
SPAR E
................ :......... .....:..... :.:...........:....:........ ......... 1111 ......................... 111. .............
0.05 0.90 RECEPT., LTG., HANGAR, RESTROOMS
.. 1111... 1111.
20 1
............
17
. ............ ...
............................................
18
11.:::.....,..
20 1
.. 1111 . .: 1111.. ......................:::. ..::.::..
SPARE
1::::111.. ........ ;........... 111::::::1
i
.:.....::::::.::,,...:�....�..::::::::::::::::::::::::,............:,..,4..,...............:..:.,......:........0
-0.-5
0.52 LTG., HANGAR
11,,11_. »
20 1
19
20
20 1
---------
SPARE "
....................... ..................... . , 1111... . ; ....... ......... ...................,....... ....:........ 11::1:1
.................. 1111..,. 1111...
...
........
1:111.:..
.:....... .y ...........
-.................................... .:. :: ............... 1.. .._ -,_111::1
.......... , ....111....1 E _....................
3.22: C DOOR 5HP
MOTORIZED AIRCRAFT
50 2
21
22
20 1
}
SPARE
.. , 1111. ........�......:.... : .......... 111,�.,=.,r.....,...................:::,.,......,..:..:...,:,:,.: , 1111..., �..........
3.22 -----
,,,, 111:1..
1111
--- # ---
...
23
,. _
111:1.
24 "
.,..,.,..,., ,.r... »»
.,,,�,,.......... 1111 .. .. .... ......,.,,.,.,...,.:v,....:.....:.: .�.....
SPACE
1111. ......... ....,...,._..
W.»».W.».»..................._^.... W....�»:.._...._._»W. __..............._._W 1111. ».�_�
1.20 IGARAGE DOOR OPENER (1 2HP
..........
» WW_..._...»W._.
20 1
W ...
25
_.» . »..
_..WW...»..».......»».............................»W
26
»».. W. .W ........................... _..............._............_._.
1,.._-
,�...:...........:.........:..::....:............r_ .._41-1111111-11-1-
SPACE
27
28
.
29
30
_.u...»_.,
•
»_.,., ....._._..... _........W.0 1111 .... .......... ,.__.�_..........._.........'
Y...._._...._......... ........._�..._.....
._
m.. .............. M,_....., ...........» mr 1111 _ :... _... 1111.
f
...
1:111:
31
...........
32
111;1 1111.
, ...
. 5
33
34
L
...........:............:.................... �...... ............................::. ...,.........,.. .................
^
E .. ..
,,1111..
341115
..........................:....
.. - 1111.1111..
1111..
.............
:.. .:...:...::.:::.
......£I
37
.::..3.4�62.��.
38
_:11 ::::
1111_ .. ......:..................... .............. 1111............................. _..
's
.........
...
..........:.....
40
... 111._.:_:
..............................................
......... .
I1
�I
PROVIDE:
HACR TYPE CIRCUIT BREAKERS SERVING HVAC EQUIPMENT
UPDATED TYPEWRITTEN DIRECTORY
SURGE ARRESTER
CONNECTED KVA
DEMAND FACTOR
DEMAND KVA
TOTAL DEMAND KVA
DEMAND AMPS
2.52 14.57 18.68
1.0 1
1.25 0.50
2.52
5.71 9.34
17.57 3
SBX
73
THEY PENETRATE TYP..
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.
S TO BE 10 THHN CU. IN 3 4 EMT C. MINIMUM UNLESS SHOWN
ALL HOMERUNS # /THWN / ,
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
1 / f 1
THIS BUILDING FOR CONTROL OF LIGHT FIXTURES TYPE K AND H . INTER MATIC J K4321 C
OR EQUAL INSTALL AS HIGH AS POSSIBLE
5.
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
w
INSTALLED AT +480 A.F.F. TO THE BOTTOM OF EACH DEVICE ALL CONDUIT AND FITTINGS
ROUTED BELOW 18• A.F.F. TO BE EXPLOSIONPROOF TYPE
O
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).
2
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.
LOCATION 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.
_ ........ .1111...::: 1111......... -.... -.., .......... ............. .............. ..... .......... ......................... ......1111. ....... .......... .. 1111.. ............. ............ .............. .........k
......... 1111.
f
• � i
SBX-10:12,
1
SOUTHEAST RAMP - PHASE 2A
LARGE BOX HANGAR WEND UNIT
- ELECTRICAL FLOOR PLAN
SCALE: 1 /8" =1'-0"
k
3 \
SBX-13:15'
.............. .
.....1 11..........1 I ......... .................. DISCLAIMER, NOT I C. :
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.
1 CU. IN 2' C.
.'S TRANSFORMER
Power Systems
MoMml &4n*wtng & CwwAgnq
FL. License /60953
11655 Swift Water Circle
Orlando fZ 32817
Phone/Fox: 407.243.6020
azpowersystemsObellsouth.net
CXD
w
O
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�
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o
w
N�N
C�-+�
O
C75
I I A .IPI A I"1"' r\/IPI TIAIPI 1'I A \IPI A P.
ELECTRICAL SITE PLAN
PROPOSED
PR POSED HANGAR
FF. EL. 28.5
AR
Maw
SIZE (AWS)
WALLS, FLOORS
OR CEILINGS THEY PENETRATE (TYP.).
2.
ALL HOMERUNS
TO BE #10 THHN/THWN CU. IN 3/4" EMT C. MINIMUM,
ELECTRICAL SITE PLAN
PROPOSED
HAN
F. EL. 28."0
AR
Maw
SIZE (AWS)
EXISTING HANGAR s
FF. ELS. 28.50
EXISTING HANGAR
FF. EL. 28.50
EXISTING HANGAR
FF. EL. 28.50
f
GENERAL ELECT GAL NOTES:
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
<F -Y NOTES:
1 ' 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.
4 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.
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
SEALED WITH A
FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE
Maw
SIZE (AWS)
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,
c
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.).
<F -Y NOTES:
1 ' 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.
4 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.
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)
Maw
SIZE (AWS)
CONDUIT
SIZE
®
2010
*10
3/4"
CRAPIIIC SCALE
30 0 15 30 60 120
(M FEET)
> INCH = 60 FT.
ZVONARYOV, P.E.
;:: ?
Power Systems
Dectrioal Engineering & Coneuitinq
FL. License 160953
11655 Swift Water Circle
Orlando, FL 32817
Phone/Fox.- 407.243.6020
azpowersystems®bellsouth.net
DRAWN
AEZ
CHECKED
AEZ
DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
24015.3
PHASE 2A
HANGARS
ELECTRICAL
SITE UTILITIES
UMM61
ES -2.0
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o
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a�
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cz
c�
co
x
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c I
+-)
�'
a'
0
C\2
CU
H a
o
DRAWN
AEZ
CHECKED
AEZ
DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
24015.3
PHASE 2A
HANGARS
ELECTRICAL
SITE UTILITIES
UMM61
ES -2.0