4320-4360 Tarmac Way - BC07-000134 (SANFORD AIRPORT AUTH) (LG HANGAR) (A)PERMIT ADDRESS
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CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # 0 , DATE
PERMIT DESCRIPTION
e" lac
PERMIT VALUATION
SQUARE FOOTAGE / 1 9 Y
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CODES
2004 FLORIDA BUILDING CODE
2004 FLORIDA FIRE COPE
WINE) SPEED 120 MPH
NFPA 409 2001
CODE PARAMETERS
DESCRIPTION
_GENERAL CONDITIONS AND NOTES
PROVIDED
BUILDING
I. . IT 15 THE INTENT OF THE ARCHITECT THAT THI5 WORK BE IN CONFORMANCE WITH ALL REQUIREMENT5 OF THE BUILDING AUTHORITIES FOUNDATIONS
{
1,15E/OCCUPANCY
HAYING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WOW IN I. SUBSURFACE SOIL CONDITIONS INFORMATION 15 NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE
CONSTRUCTION TYPE
TYPE V UNPROTECTED / UN5PRINKLED
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERD IN THE STATE OF
GROUP III, TYPE 2 000
BUILDING AREA
-2. THE: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JO55ITE PRIOR TO COMMENCING WORK CONTRACTOR FLORIDA. CONTRACTOR OR OWNER To PROVIDE AS REQUIRED BY BUILDING OFFICIAL.
16,000 5F PER FLOOR
11,999 5F
SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING 2. ALL REQUIREMENTS FOR 51TE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED
LOCATIONS OFF MAIN GRID NOTED
A2, 4.1, ETC.
2
UIORC UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS
MAX. HANGAR SPACE
BUILDING LENGHT (FT)
3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR
11,999 5F
MAX. PGT. IN FEET
HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK 3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY.
55'
19'-10' (ROOF PEAK)
4. THESE DOCUMENTS, AS INSTRUMENTS OF 5ERYICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLE55 NOTED OTHERWISE.
DETAIL GUT ANDXOR LOCATION.
C
REPRODUCTED WITHOUT EXPRE56ED WRITTEN CONSENT OF THE ARCHITECT. 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH 51DE5 OF THE WALL UNLE55 THE WALL 15 FULLY BRACED BY THE
DETAIL
REFERENCE
PARTIAL SECTION
AI
5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED To APPLY TO CONTRACTOR IFOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, 15 THE 50LE RE5PON51BILITY OF THE CONTRACTOF
PARTITION SECTION
E
ANY 51MILAR 61TUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL 16 SHOWN, THE CONTRACTOR SHALL AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN
AI
0
CONSULT THE ARCHITECT IF THERE 15 ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT.
-
U
ISSUE.
ELEVATION
+\--DIRECTION
0
6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CAST IN PLACE CONCRETE
GENERALNOTE
NUMBER
1. THI5 5TRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2004 EDITION OF I. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRE551VE STRENGTH AT 28 DAYS:
01 LOCATION OF
NOTE APPLICATION.
MATERIAL
THE FLORIDA BUILDING CODE. IT 15 DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS: SLAB ON GRADE AND FOOTINGS 3000 PSI
NOTE
04200.A LOCATION OF
NOTE APPLICATION.
120 MPH WIND LOADS WITH SHAPE FACTORS. REMAINING CONCRETE 3006 P51
CD
EXPOSURE B WIND LOADS 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4'.PLU5 OR MINUS 1', AND HAVE 2 TO 4`e AIR ENTRAINMENT5, AND A MAXIMUM
r
IMPORTANCE FACTOR OF ID, BUILDING CATEGORY 11 WATER/CEMENT RATIO OF 058.
LONG.
D
INTERAL PRESSURE COEFFICIENT IS 0.18 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD I OR METHOD 2.
o
0
MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING 15 +25.9, -28.1 P5F SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF ACI 318
W
NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60.
O
DE51GN ROOF LIVE LOAD 15 20 PSF 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318
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0
ALL CONNECTIONS HAVE BEEN CHECKED To WITHSTAND ALL APPLICABLE LOADS. LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 301-
0
GYP. BD EA. SIDE 3-5/8" MTL STUDS @ 24' O.C.
8. CONTRACTOR IS SOLELY RE5PON51BLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 6. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE
N
9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE 51TE AND HAYING FAMILIARIZED HIMSELF WITH ALL PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT 5LA55 EDGES.
/� Q
421-�J11
421-511
EXI5TING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE 1. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS
421-511
0
ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR 5TAINLE55 STEEL.
LOCATION
OPENING
10. IT IS THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO IN5URE THE SAFETY OF 8, CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNER5 OF COLUMNS, BEAMS, AND WALL5 UNLE55
MAXIMUM P051TIVE
MAXIMUM NEGATIVE
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED To, THE ADDITION OF WHATEVER OTHER 15E INDICATED ON THE ARCHITECTURAL DRAWINGS.
CD
(TYP)
TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
(TYP)
0
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
Q
MARK DESCRIPTION
11, IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR 5PECIFICATION5 ARE NOT IN AGREEMENT WITH y CONCRETE EXPOSED TO EARTH OR WEATHER % THROUGH 018 5AR5
ELEVATION
WIDTH (Ft)
THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE 11/2' ALL OTHER CASES
PRESSURE ( 6F)
PRESSURE ( 5F
PROVIDED. 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR 5PLICE5 SHALL BE 48 BAR DIAMETERS TTP. EXCEPT WHERE OTHERWI5E NOTED
12. PROJECT SHALL BE TURJED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL ON THE DRAWINGS.
t
WINDOW15 AND GLA55 CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND 11. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185. ULF SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE GROSS
MTi
PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER WIRE WITHIN THE 6'.
Q
101 OVERHEAD
13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM 51TE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE. 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ,ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER
1
40
14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. TRADES BEFORE CONCRETE 15 PLACED.
-19.4
15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1'-0' AROUND CORNERS OR CORNER 13 R5 WITH 2'-0, LAP SHALL
PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORC, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, BE PROVIDED.
F
GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK 15 14. ALL REINFORCI% DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
102 OVERHEAD
5
0 Y THE CONTRACTOR 0 AN SUBCONTRACTORS0 0
PERF R1ED B E R4 R R TI T ADEQUATE VERIFICATION OF APPLICABLE DATA ANY
PR R R PP D STRUCTURES' ACI 315 LATEST EDITION, UNLESS DETAILED OTNERU115E ON THESE PLANS.
45
14 17.1 -15.4
RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR 51ZE AND LOCATION OF EMBEDDED ITEMS,
N
.L
SCALING DIMENSIONS FROM PLANS IS PROHIBITED. SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED
H
16. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER PRIOR TO PLACEMENT OF CONCRETE.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OYER THE MID5PAN, UNLESS NOTED OTHERWISE.
DAMAGE ALL NEW EQUIPMENT AND MATERIALS FUW15HED BY THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE. 11. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT.
103 HOLLOW METAL
5
11. CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S
3
6.66 22.6 -29.5
- INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL
Y
CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE.
x
v
INDICATES 1 HOUR
A
104 OVERHEAD
RATED WALL 5EE
5
8
UL430 ON A2,
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51-0'
GONG.
-- STOOP
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CODES
2004 FLORIDA BUILDING CODE
2004 FLORIDA FIRE COPE
WINE) SPEED 120 MPH
NFPA 409 2001
CODE PARAMETERS
DESCRIPTION
ALLOWABLE
PROVIDED
BUILDING
EXTERIOR NON-13EARING (130')
0 HOURS
1,15E/OCCUPANCY
5TORAGE, LOW HAZARD, GROUP 5-2
CONSTRUCTION TYPE
TYPE V UNPROTECTED / UN5PRINKLED
NFPA 409
GROUP III, TYPE 2 000
BUILDING AREA
0 HOURS
16,000 5F PER FLOOR
11,999 5F
MAX. NO. OF 5TORIE5
LOCATIONS OFF MAIN GRID NOTED
A2, 4.1, ETC.
2
1
MAX. HANGAR SPACE
BUILDING LENGHT (FT)
12,0005
11,999 5F
MAX. PGT. IN FEET
55'
19'-10' (ROOF PEAK)
m
DETAIL GUT ANDXOR LOCATION.
C
SHEET ON WHICH
DETAIL 15 DRAWN.
FIRE PROTECTION REQUIREMENTS (TABLE 600)
STRUCTURAL FRAME
0 HOURS
EXTERIOR BEARING (1301)
0 HOURS PER TABLE 601 NOTE F
EXTERIOR NON-13EARING (130')
0 HOURS
INTERIOR BEARING WALL5
0 HOURS
INTERIOR NON-BEARING WALL5
0 HOURS
FLOOR
0 HOURS
ROOF
0 HOURS
A, B, C, ETC, IN ONE DIRECTION±
I, 2, 3, ETC., IN THE OTHER
O
OCCUPANCY ANALY515
INTENDED FOR THE STORAGE OF AIRCRAFT.
40lall I® II
I
J
SYMBOLS KEY
ROOMTITLE
101
ROOM
TARGET
FIRST DIGIT REPRESENTS FLOOR
LEVEL.REMAINING
NUNMBER1GITS 01 THRU 99RE9EN7
101A
DOOR
5YMF3OL
DOORS LABELED BY NUMBER OF
SPACE INTO WHICH DOOR SWINGS,
FOLLOWED BY LETTERS IN
ALPHABETICAL SEQUENCE.
.
WINDOW
ERIC KURITZKY, ARCHITECT
O
5YM50L
NUMBERED BY TYPES.
CLIENT NAME
GRI p LINE
A, B, C, ETC, IN ONE DIRECTION±
I, 2, 3, ETC., IN THE OTHER
O
TARGET
LOCATIONS OFF MAIN GRID NOTED
A2, 4.1, ETC.
OTITLE
DATE
DRllG. N0. �DF16 TITLE
A! V4':[' -O' WING
SCALE
BUILDING LENGHT (FT)
MAJOR BLDG. SECTION
0
DETAIL N0.
AI
DICATES DIRECTION OF
m
DETAIL GUT ANDXOR LOCATION.
C
SHEET ON WHICH
DETAIL 15 DRAWN.
DETAIL
REFERENCE
PARTIAL SECTION
AI
m
PARTITION SECTION
E
AI
0
ARTITION TYPE
A INTERIOR
U
U
=
ELEVATION
+\--DIRECTION
0
VI OF W.
E
GENERALNOTE
NUMBER
NOTE
01 LOCATION OF
NOTE APPLICATION.
MATERIAL
NOTE NUMBER
NOTE
04200.A LOCATION OF
NOTE APPLICATION.
OEM
WINE) VELOCITY (MPH)
120
N
C
COMPANY
ERIC KURITZKY, ARCHITECT
IMPORTANCE FACTOR
1.00
.
PREPARED BY
ERIC KURITZKY, ARCHITECT
EXPOSURE CATEGORY
B
51.33
CLIENT NAME
TRACY FORREST
INTERNAL PRESSURE GOEFFICIENT +/-
01£3
CD
JOB D15GRIPTION
SANFORD HANGARS
MEAN ROOF HEIGHT (FT)
20
N
C
v
LARGE T -HANGAR W/END3
41-011 X
.
.0
BUILDING WIDTH (FT)
51.33
��
CHECKED
Ila
JOB NUMBER 25053.3
CD
C
0
DATE
BY PROVIDE VINYL
BUILDING LENGHT (FT)
235,.15
0
3
INSULATION ,@ ROOF AND EXTERIOR HANGAR
N
m
C
m
ROOF SLOPE (X:12)
1
1,
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t
E
c
0
25053.3
221-411
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=
LARGE T W/ENDAI
0
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O
ID
41-0' X
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LONG.
D
o
0
STOOP
W
1 HR RATED PARTITION TO UNDERSIDE OF ROOF
O
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0
DECK. (SEE DETAIL 5/A2) (1) LAYER 5/0' TYPE 'X'
0
GYP. BD EA. SIDE 3-5/8" MTL STUDS @ 24' O.C.
ONE=0
N
GYP. BD EA. SIDE 3-5/S' MTL STUDS /@ 24' O.C.
/� Q
421-�J11
421-511
421=511
421-511
0
OPENING OPENING
LOCATION
OPENING
OPENING DIMENSIONS
MAXIMUM P051TIVE
MAXIMUM NEGATIVE
DOOR HYDROLIFT EQUIPMENT
CD
(TYP)
(TYP)
0
(TYP)
Q
MARK DESCRIPTION
ZONE
ELEVATION
WIDTH (Ft)
HEIGHT (Ft)
PRESSURE ( 6F)
PRESSURE ( 5F
t
INSTALLATION. 103
MTi
Q
101 OVERHEAD
5
1
40
14 11.6
-19.4
Q
F
V
102 OVERHEAD
5
1
45
14 17.1 -15.4
N
.L
H
103 HOLLOW METAL
5
3.33
3
6.66 22.6 -29.5
Y
x
v
A
104 OVERHEAD
5
5
8
8 20.5 -25.3
0
0
o
L
W
o
y-.
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c
c4
U H
p
c
CD
N
�
U
O
WIDTH OF EDGE STRIP (a) IN
c
,{/)j40la�ll
HFE �\ 101
m in
m
m
L
a
x
m
1(03 1(03
N
C
v
V
41-011 X
m
.0
II
�N
m
��
CHECKED
Ila
DOOR HYDROLIFT EQUIPMENT
CD
C
0
DATE
BY PROVIDE VINYL
L_
0
3
INSULATION ,@ ROOF AND EXTERIOR HANGAR
N
a
C
m
WALLS.
m
1,
r
t
E
c
0
25053.3
221-411
U
U
=
LARGE T W/ENDAI
0
w
N
O
ID
41-0' X
N
�u-
CD
r
Y
LONG.
D
o
0
STOOP
W
1 HR RATED PARTITION TO UNDERSIDE OF ROOF
O
w
0
DECK. (SEE DETAIL 5/A2) (1) LAYER 5/0' TYPE 'X'
0
GYP. BD EA. SIDE 3-5/8" MTL STUDS @ 24' O.C.
GYP. BD EA. SIDE 3-5/S' MTL STUDS /@ 24' O.C.
/� Q
421-�J11
421-511
421=511
421-511
0
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DOOR HYDROLIFT EQUIPMENT
DOOR HYDROLIFT EQUIPMENT
Q�)
DOOR HYDROLIFT EQUIPMENT
E
DOOR HYDROLIFT EQUIPMENT
(TYP)
(TYP)
(TYP)
0
(TYP)
CONTRACTOR TO COORDINATE
FE
4'-011 X
51-0'
GONG.
STOOP
2a1-911 01-011
SOUTHEAST RAMP - PHASE 2A
LARGE 27 HANGAR MEND UNIT
SCALE: 1 /8" =1'-0"
UK)
A
I�jj
SEE 517E PLAN BY OTHERS FOR SIDEWALK5, DRIVEWAYS 4 PAVING. FE -FIRE EXTINGUI5HER5
- IN HANGARS PROVIDE PURPLE KIO
2
A3
Sanford Fire Preyt�
Date: %
M
II
FE
1(03 1(03
N
C
v
DRAWN
41-011 X
O
CJD
II
�N
m
��
CHECKED
Ila
DOOR HYDROLIFT EQUIPMENT
CD
C
(TYP)
DATE
BY PROVIDE VINYL
(TYP)
0
CONTRACTOR TO CORRDINATE
INSULATION ,@ ROOF AND EXTERIOR HANGAR
CONTRACTOR TO CORRDINATE
a
E-1
m
WALLS.
INSTALLATION.
1,
r
t
OPT.
c
25053.3
221-411
106
U
=
LARGE T W/ENDAI
w
N
O
a
Y
41-0' X
o�
�u-
5'-0'
Y
LONG.
D
o
1 HR RATED PARTITION TO UNDER511DE OF ROOF
STOOP
W
1 HR RATED PARTITION TO UNDERSIDE OF ROOF
DECK. (SEE DETAIL 5/A2) (U LAYER 5/S' TYPE 'Xi'
w
DECK. (SEE DETAIL 5/A2) (1) LAYER 5/0' TYPE 'X'
0
GYP. BD EA. SIDE 3-5/8" MTL STUDS @ 24' O.C.
FE
4'-011 X
51-0'
GONG.
STOOP
2a1-911 01-011
SOUTHEAST RAMP - PHASE 2A
LARGE 27 HANGAR MEND UNIT
SCALE: 1 /8" =1'-0"
UK)
A
I�jj
SEE 517E PLAN BY OTHERS FOR SIDEWALK5, DRIVEWAYS 4 PAVING. FE -FIRE EXTINGUI5HER5
- IN HANGARS PROVIDE PURPLE KIO
2
A3
Sanford Fire Preyt�
Date: %
M
II
FE
1(03 1(03
L
t
v
DRAWN
41-011 X
OPTIONAL BATHROOMS
CJD
103
n DOOR HYDROLIFT EQUIPMENT
CHECKED
PRE-ENGINEERED METAL BUILDING. SEE PLANS
OTHERS. WRAPPED
DOOR HYDROLIFT EQUIPMENT
CD
E: DK
(TYP)
DATE
BY PROVIDE VINYL
(TYP)
0
CONTRACTOR TO CORRDINATE
INSULATION ,@ ROOF AND EXTERIOR HANGAR
CONTRACTOR TO CORRDINATE
SCALE
INSTALLATION.
m
WALLS.
INSTALLATION.
1,
r
t
OPT.
25053.3
221-411
106
U
=
LARGE T W/ENDAI
w
GENERAL NOTES
a
Y
& FLO R LA
43�i - (ov 2i
�u-
Y
SHEET
PLANS REVUE E
o
1 HR RATED PARTITION TO UNDER511DE OF ROOF
City SAFOR
W
1 HR RATED PARTITION TO UNDERSIDE OF ROOF
DECK. (SEE DETAIL 5/A2) (U LAYER 5/S' TYPE 'Xi'
DECK. (SEE DETAIL 5/A2) (1) LAYER 5/0' TYPE 'X'
0
GYP. BD EA. SIDE 3-5/8" MTL STUDS @ 24' O.C.
GYP. BD EA. SIDE 3-5/S' MTL STUDS /@ 24' O.C.
/� Q
421-�J11
421-511
421=511
421-511
/_�Ivl�jj 11
DOOR HYDROLIFT EQUIPMENT
DOOR HYDROLIFT EQUIPMENT
Q�)
DOOR HYDROLIFT EQUIPMENT
DOOR HYDROLIFT EQUIPMENT
(TYP)
(TYP)
(TYP)
(TYP)
CONTRACTOR TO COORDINATE
CONTRACTOR TO COORDINATE
CONTRACTOR TO COORDINATE
CONTRACTOR TO COORDINATE
103 INSTALLATION.
104 INSTALLATION.
INSTALLATION.
INSTALLATION. 103
MTi
MT
FE
4'-011 X
51-0'
GONG.
STOOP
2a1-911 01-011
SOUTHEAST RAMP - PHASE 2A
LARGE 27 HANGAR MEND UNIT
SCALE: 1 /8" =1'-0"
UK)
A
I�jj
SEE 517E PLAN BY OTHERS FOR SIDEWALK5, DRIVEWAYS 4 PAVING. FE -FIRE EXTINGUI5HER5
- IN HANGARS PROVIDE PURPLE KIO
2
A3
Sanford Fire Preyt�
Date: %
M
II
FE
L
t
v
DRAWN
41-011 X
5'-0"
CJD
GONC.
CHECKED
STOOP
CD
E: DK
E
DATE
1
0
4/12 /o(
Il
m
SCALE
m
45 NOTE C)
11141
1,
r
t
PROJECT NO.
25053.3
221-411
U
=
LARGE T W/ENDAI
w
GENERAL NOTES
a
Y
& FLO R LA
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N
Y
SHEET
PLANS REVUE E
o
City SAFOR
W
Al
0
UL 430
2 HR RATED WALL ASSEMBLY
1 HR RATED WALL ASSEMBLY
(2) 05 CONT. TOP
i BOTTOM W/ 03
TIES '@36" O.0
F5 COLUMN FOOTING
SCALE: 1/2" =1'-0"
STEEL COLUMN BY OTHERS (TYP)
COLUMN COYER
5/8' -II, A913, GRD 8-1 TNRD ROD
1 (4140) SET IN 6IMP50N SET NIGH
STR'TN EPXY MIN. 5' DEPTH
T� .
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a ,
�T —` �a BOTTOM
-6' . 3'-0" 6' -
F4 COLUMN FOOTING
SCALE: 1/2" =1'-0"
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500 3/4"0 A.B.12' MIN. PLACEMENT DEPTH
PER MFGR.
(6) 06 EA. WAY TOP 4 _. � - � � �d
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SCALE: 1/2" =1'-0"
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6x6 1.4 /1.4 WWM AT ALONG
3
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PER MEGR
#5 HAIRPIN
4 aa. • I '.
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(6) 16 EA. WAY TOP 4 °a.
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V
O
SCALE: 112" =1'-0"
\ � � F5 F5 L � F5 LU F51
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15 HAIRPIN (TYP.) BARS
MIN. 15'-0" LEGS NOTE: S'-0" X 0'-0" MAT OF 6x6 1.4 /
CONCRET CONTRACTOR SET IN I I 4" THICK MIN. 3000 PSI CONC, I I 1.4 WWM >dT EA. INTEIROR SOOTING
PLACE A CNOR BOLTS TO MFGR SLAB W/ 6X6 1.4 X 1.4 WMM ON 6 (TYP)
SLOP 2" ANCHOR OLT SETTING PLAN - MIL. VISG2UEEN ON COMPACTED F5
TEMPLAT�S REQ'D (4" TERMITE TREATED FILL C.J. (TYP) I/8" X 1" DEEP SAWCUT
PROJECTI N MAX) GRADE 60 WITHIN 12 HOURS 0F—i L —J T — — — L —1 L —J L --1 L —1 L
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SCALE: 118" =1'-0"
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PLACE A CNOR BOLTS TO MFGR SLAB W/ 6X6 1.4 X 1.4 WMM ON 6 (TYP)
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SCALE: 118" =1'-0"
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WOR 5CHEDULE
5YM50L.
xx
DOOR
FRAME MS. SHEET A4
CLOSURE
RATED
MTL.
THRESH
H� �
SPCS
PRESSURE
POSITIVE
PRESSURE
NEGATIVE
REMARKS
LOCATION
TYPE
WIDTH
HEIGHT
THICK
MAT'S
RAD
MAT'L
HEAD
JAMB
THRESH
101
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D
40'
14'
---
---
---
---
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---
---
---
17.(o
-19.4
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W/ HYDROL IFT
102
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D
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14'
---
---
---
---
REF. TO MFGR SPEC
---
---
---
17.1
-IaA
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W/ HYDROL IFT
103
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A
3'-0"
6'=a"
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REF. TO MFGR SPEC
YE5
---
YE5
22.G
=29.5
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104
HANGAR
5
6-0"
6-0"
---
STEEL
PAINT
---
REF. TO MFGR SPEC
---
---
---
20.5
-25.3
GARAGE DOOR (TYP) W/ NIGH LIFT
105
NOT USED
10�
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I
I 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 DESIGN
DRAWING5 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 EL5EWHERE
REFER TO ELECTRICAL SPECIFICATIONS FOR ALL ELECTRICAL WORK PERFORMED IN
CONJUNCTION WITH MECHANICAL WORK. DIVISION 15 CONTRACTOR SMALL BE HELD
RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. REQUIRED FOR COMPLETE,
WORKING HVAC CONTROLS AND EQUIPMENT.
ODES 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.
PRODUCa5
ALL EQUIPMENT AND APPURTENANGE5 SHALL BE NEW UNLE55 OTHERWI5E NOTED.
5UB5TITUTI ON5
EQUIPMENT AND DE516N OF SYSTEMS A5 INDICATED ON THE DRAWINICG5 AND WITHIN THESE
SPECIFICATIONS SHALL BE CONSIDERED AS THE SPECIFIED STANDARD OF QUALITY.
SUBSTITUTIONS 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 CONFLICTS AND DELAYS.
NO ALLOWANGE5 WILL BE MADE FOR REWORK DUE TO GOORDINATION CONFLICTS WITH OTHER
TRADES. NO WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY IN5PEGTED 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 CONTRAGTOR AT H15
OWN EXPENSE TO THE ENTIRE 5AT15FAGTION OF THE OWNER AND ARCHITECT AND ENGINEER.
50GH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FIN15H OR
FURNISHING OF THE BUILDING RE5ULTINCG 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
(SIDE TAPPING)
q'Olb ELBOW WITH TURNING VANES
RAD I U5 ELBOW
PQ I EXHAUST AIR DUCT UP �--2
EXHAUST AIR DUCT DOWN �--�
RIGID ROUND DUCT UP 0--�
(�� I RIGID ROUND DUCT DOWN �---�
MANUAL VOLUME DAMPER L
® 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 PROV1510N5 FOR PREVENTING NOISE
AND VIBRATION. ARRANGE EQUIPMENT IN THE AVAILABLE SPACE TO MAKE ALL WORKING
PARTS AGGES5I13LE FOR MAINTENANCE AND 5ERVIGE. CONTRACTOR 15 RESPONSIBLE FOR
ALL FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED, FUNCTIONAL INSTALLATION.
IT 15 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 THI5 CONTRACT. NO
WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND TESTED.
HANGER5 AND SUPPORTS
PROVIDE ALL NECESSARY DUCTWORK, 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 DUCTWORK. THE USE OF BALING WIRE OR
PERFORATED METAL STRAPPING 15 NOT ACCEPTABLE FOR SUPPORTS.
EXHAUST FANS:
FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS L15TED ON THE DESIGN
DRAWINGS. ALL EXHAUST FANS SHALL COME WITH INTEGRAL BACKDRAFT DAMPERS.
SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE -TYPE HANGER WITH
SPRING -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 GAUGES GONFORMING TO LATEST EDITION OF 5MAGNA
STANDARDS BASED ON 2" W.G. PRE55URE UNLE55 SPECIFICALLY NOTED OTHERWISE ON THE
DRAWINGS. THE GALVANIZED DUCT GOATING 15 TO BE 6-a0. ALL DIMENSIONS ARE IN51DE
NET FREE AREA. SEAL ALL JOINTS AND SEAMS WITH MEDIUM PRESSURE DUCT SEALANT.
FIBERGLA55 DUGTBOARD MAY BE SUBSTITUTED; PROVIDE MINIMUM R-6, SEAL ALL JOINTS WITH
FABRIC TAPE AND MASTIC.
SUPPORT 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
%MLrnrnZ_Lu anl-L: METAL SADDLE
ROUND FLEXIBLE DUCTWORK
RECTANGULAR DUCTWORK
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.
S� ee fi- l �/or USe
7k_s
HVAC FLOOR PLAN
1/8, = V-0"
3
CHECKED
MLI:
E
DATE
v
6/13/04
FAN SCHEDULE
a
X
•
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PROJECT NO.
SYMBOL
LOCATION
SERVICE
TYPE
FAN DATA
0
aio
�,
DATA
CFM
ESP
(IN W.G.)
FAN
RPM
MAX.
SONES
DRIVE
HP
(MAX WATT)
RPM
I VOLT
PH.
HZ.
a
E
EF -1
TOILET ROOM
EXHAUST
CEILING CABINET
80
0.250
1500
3.6
DIRECT
(75)
1750
110
1
60
EF -2
TOILET ROOM
EXHAUST
CEILING CABINET
80
0.250
1500
3.6
DIRECT
(75)
1750
110
1
60
a
a
a
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A
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�
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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
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.
S� ee fi- l �/or USe
7k_s
HVAC FLOOR PLAN
1/8, = V-0"
3
CHECKED
MLI:
E
DATE
v
6/13/04
SCALE
a
X
•
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PROJECT NO.
o
0
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CHECKED
MLI:
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DATE
0
6/13/04
SCALE
a
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PROJECT NO.
o
0
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0
n
0
n
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r
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0
L.
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DRAWN
o MLE
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Y
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CHECKED
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DATE
0
6/13/04
SCALE
AS NOTE:
PROJECT NO.
�I
o:
Y
ci
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i-
W
SECTION 15400
PLUMBING
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
PART1 GENERAL
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
1.1 SECTION INCLUDES
COUPLED TANK AND LID, TRIP LEVER.
A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL
THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH
REQUIREMENTS.
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
1.2 SCOPE
AND ESCUTCHEON.
WC -2 FIXTURE
2
A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS,
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS
F,
I;
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
-
PLUMBING INSTALLATION.
PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL
B.
B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND
AMERICAN STANDARD "LUCERNE" NO. 0355.012, WHITE VITREOUS CHINA, WALL HUNG, CONCEALED ARM,
ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO
C
INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK.
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS
I
SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT
D.
BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR
McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE
2.3
LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS,
IS PREINSULTED (INCLUDING SUPPLY STOP ASSEMBLIES) IN ACCORDANCE WITH ADA REQUIREMENTS.
FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED
McGUIRE NO. H170 -LK, CHROME PLATED ANGLE LOOSE -KEY STOPS, 12" LONG COPPER TUBE RISERS
BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND
AND ESCUTCHEONS,
INCLUDED FOR THE PROPER INSTALLATION OF THE WORK.
CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE
C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH
ASSE STD 1011 VACUUM BREAKER.
MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS
2.4
AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT
THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY
PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE
ROUND SCORIATED POLISHED BRONZE SECURED TOP.
INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT
INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN
SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO
CARPETED FLOORS: OPTION "CM" CARPET MARKER.
ADDITIONAL COST INCURRED.
I`
D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER
INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY
SECTIONS OF THE SPECIFICATION THE CONTRACTOR FOR THIS
COVER WITH SECURING SCREW, PROVIDE WITH A CLEANOUT TEE IN VERTICAL PIPING.
1. B -LINE.
2.OTHER ACCEPTABLE MANUFACTURERS OFFERING
EQUIVALENT PRODUCTS.
A) MICHIGAN HANGER.
B) PHD.
2 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 T' HARD DRAWN.
SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE 1. FITTINGS: ASTM B16.8 CAST BRONZE OR ASTM 816.22 WROUGHT
WITH MANUFACTURERS RECOMMENDATIONS. COPPER OR BRONZE.
E COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP 2. JOINTS: ASTM B32 SOLDER, ASTM 95TA MINIMUM.
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).
CONTRACTOR SHALL KEEP AS -BUILT PLANS DURING CONSTRUCTION
NDICATING ALL DEVIATIONS FROM CONTRACT DOCUMENTS INCLUDING
LTERED PIPE ROUTING.
PLUMBING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION
DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
COUPLED TANK AND LID, TRIP LEVER.
ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT PA
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
C
THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH
C
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE
AND ESCUTCHEON.
WC -2 FIXTURE
WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL
F,
I;
SEAT
COST TO THE PROJECT.
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES
-
STOP
PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL
AND ESCUTCHEON.
ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT
AMERICAN STANDARD "LUCERNE" NO. 0355.012, WHITE VITREOUS CHINA, WALL HUNG, CONCEALED ARM,
CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS
FAUCET
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING
I
SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW).
DRAIN
McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
G. EXAMINATION OF BIDDING DOCUMENTS:
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
1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS
AND ESCUTCHEONS,
HOSE BIBBS HB -1
CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE
ASSE STD 1011 VACUUM BREAKER.
DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO
ZURN NO. Z1400 -HD, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY
FLOOR CLEANOUT FCO -1
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY
ROUND SCORIATED POLISHED BRONZE SECURED TOP.
1
INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN
O
CARPETED FLOORS: OPTION "CM" CARPET MARKER.
ADDENDUM BY THE ENGINEER. ONLY A WRITTEN
I`
WALL CLEANOUT WCO-1
INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY
'
COVER WITH SECURING SCREW, PROVIDE WITH A CLEANOUT TEE IN VERTICAL PIPING.
ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON
SIOUX CHIEF WATER HAMMER ARRESTER MODEL "HYDRA -RESTER", ASSE 1010, COLD -ROLLED ONE-PIECE
ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER
i'
Y INDICATES REQUIRED P.D.I. SIZE.
METHOD.
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.
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
k` >
EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS,
CUTS, PERFORMANCE AND TEST DATA OR INFORMATION
F'
r;
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.
`r.
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.
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 A
REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION.
X`
1=
B. CONFORM TO 2004 FLORIDA BUILDING CODE.
C. CONFORM TO 2004 FLORIDA PLUMBING,MECHANICAL AND FUEL GAS
w
CODES.
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r
D. CONFORM TO 2004 FLORIDA FIRE PREVENTION CODE.
E. NATIONAL ELECTRIC CODE 2002 EDITION.
+
F. NFPA 54 (NATIONAL FUEL GAS CODE).
1A 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.
P
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PART 2 PRODUCTS
I '
2.1 PIPE HANGERS AND SUPPORTS
C
i
A.MANUFACTURERS:
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).
CONTRACTOR SHALL KEEP AS -BUILT PLANS DURING CONSTRUCTION
NDICATING ALL DEVIATIONS FROM CONTRACT DOCUMENTS INCLUDING
LTERED PIPE ROUTING.
PLUMBING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION
WATER CLOSETS WC -1 FIXTURE
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
FLUSH TANK, 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,
C
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
STOP
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
N
AND ESCUTCHEON.
WC -2 FIXTURE
AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
G
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.
ADD ALTERNATE NO. 1
-
STOP
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
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.
1
PROVIDE THE FOLLOWING OPTIONS AS REQUIRED FOR FLOOR TYPES:
O
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
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.
PLUMBING FIXTURE CONNECTION SCHEDULE
MARK DESCRIPTION WASTE TRAP VENT CW HW NOTES
NOTE:
ALL FIXTURE CONNECTION SIZES ARE MINIMUM REQUIRED SIZES, REFER TO PLANS FOR LARGER PIPE SIZE REQUIREMENTS.
L
I� 3" VTR
J 3"
3/4" CW
LL=1
4"
PLUMBING RISER DIAGRAM (ADD ALTERNATE NO. 1).
NOT TO SCALE
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DIVISION 16 -ELECTRICAL SPECIFICATIONS
GENERAL REQUIREMENTS LIGHT FIXTURES
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 SHALL MEET ALL NEC AND OSHA
REQUIREMENTS CONCERNING GROUND FAULT PROTECTION. UPON COMPLETION OF
PROJECT, CONTRACTOR SHALL REMOVE ALL CONDUIT, CONDUCTORS, DEVICES, ETC.,
ASSOCIATED WITH TEMPORARY SERVICE AND WIRING.
ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB
PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE GENERAL CONTRACTOR
A RECORD SET OF PRINTS SHOWING THESE CHANGES.
COMPLYING AND PERMITS
COMPLY WITH LOCAL CODES, STATE CODES, AND NATIONAL ELECTRICAL CODE (NEC), AND
ALL APPLICABLE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AT THE SITE.
WHERE THE REQUIREMENTS OF ANY OF THE AUTHORITIES LISTED ABOVE DIFFER FROM THE
PLANS OR SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS TAKE PRECEDENCE.
OBTAIN PERMITS FROM THE AUTHORITIES HAVING JURISDICTION AND TURN OVER TO THE
GENERAL CONTRACTOR.
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 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
SAFELY 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 PHENOLJC NAMEPLATES FOR ALL SAFETY SWITCHES INDICATING
EQUIPMENT SERVED.
FUSES TO BE BUSSMAN TYPE, DUAL—ELEMENT, TIME DELAY, TYPE RK5.
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 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 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 MATH 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 (PHIS 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 SHILL 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
GR
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
WALLPACK, SEE LIGHT FIXTURE SCHEDULE
O
HIGH BAY OR DOWNLIGHT LIGHT FIXTURE, SEE LIGHT FIXTURE SCHEDULE
Amk
COMBINATION BATTERY OPERATED EMERGENCY / EXIT LIGHT FIXTURE
$
SWITCH — SINGLE POLE, +48' A.F.F.
$3
THREE WAY SWITCH, +48' A.F.F.
$T
ROTARY TIME SWITCH, INTERMATIC IFD60MC—IVORY OR EQUAL
DUPLEX RECEPTACLE, NEMA 5-20R
DUPLEX RECEPTACLE MOUNTED 48' A.F.F.
®
30A, 250V RECEPTACLE, 48' A.F.F.
JUNCTION BOX
PANELBOARD, 240/12OV, SEE PANELMARD SCHEDULE
0
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
��-
CONNECTION TO EQUIPMENT
FUSED DISCONNECT SWITCH, S/N, 2 — POLES, 60 — FRAME SIZE, 40 — FUSE SIZE
240
Q
GARAGE DOOR OPENER CONTROL PAD, +48' A.F.F.
S; 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 WAS 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 I/8' IN 10'-0' U.N.O.
5. INSTALL ALL MATERIALS AND FIXTURES PER MANUFACTURER'S RECOMMENDATIONS.
6. FIELD VERIFY ALL DIMENSIONS AND ROUGH—IN DIMENSIONS WITH ACTUAL CONDITIONS.
7. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL
FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL
WARRANTIES / MANUALS FOR MATERIALS, SYSTEMS, ETC.
8. PROVIDE ELECTRICAL SYSTEM COMPONENTS AND ITEMS AS REQUIRED. ELECTRICAL
CONTRACTOR TO PROVIDE ADDITIONAL DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS,
AND ANY MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETED SYSTEM READY FOR
OPERATION
DISCLAIMER NOTICE:
THIS DOCUMENT CONTAINS PRIVILEGED AND CONFIDENTIAL INFORMATION, ALL OF WHICH IS
EXPRESSLY PROVIDED BY 'AZ POWER SYSTEMS' FOR THE USE OF THE INTENDED
RECIPIENT, AND FOR AN INTENDED PURPOSE ANY DISTRIBUTION, REPRODUCTION, OR
OTHER USE OF THIS DOCUMENT IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN
CONSENT OF 'AZ POWER SYSTEMS' IS STRICTLY PROHIBITED.
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LIGHT FIXTURE SCHEDULE
LIGHT FIXTURE DATA
LAMP DATA
BALLAST DATA
DESCRIPTION
ID
MANUFACTURER
MODEL NUMBER
TYPE WATTS QTY.
TYPE VOLTS
2#8
*10
3/4'
_
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A
LTTHONIN
UNS 2 32 120
FLUORESCENT 32 2
ELECTRONIC 120
4' HEAVY-DUTY FLUORESCENT STRIP, 2 -LAMP, HIGH GLASS BAKED ENAMEL
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TYPE:
P=4
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SQUARE D•
NQOD AIC RATING:
FINISH
C2
DAYBRfTE
CD220W 120
F20T12 20 2
r
ELECTRONIC 120
2 FLUORESCENT WALL BRACKET, 60 ABOVE THE MIIRROR
BUS
CKT
CB ...........
FLUORESCENT _
..............
KVA
.....,......
H
LITHONIA
S LPI
TWA 100A 120 F
METAL HALIDE 100 1
f
H PF 120
- INCLUDED,FINISH SELECTION BY OWNER
DIE-CAST ALUMINUM WALLPACK LAMP
A 8
N0.
TRIP
F
f
MEDIUM BASE _
FUSED, INSTALL AT N9' -0. A.F.G. TO BOTTOM
KDAYBRITE
NITE BRftES
FU 400 M 120 ISF WRABH GG1
METAL HALIDE 400 1
HPF 120
INTERMEDIATE FLOODLIGHT, DIE-CAST ALUMNINUM, GASKETED,
�
2».......2�....................
DARK BRONZE POLYESTER FINISH, INSTALL AT -14'-6* A.F.G. TO BOTTOM
.» ..�.,:..:,:,,�::...:..<.».
XEM
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MCPHILBEN
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120
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..»»»...»,s.�..»»....4......».............................._._s»»,..»a.»a..:.�.,....�......W.�».�.............,»»»......»..: ....._._.�._..._...........
COMBINATION EMERGENCY BATTERY FIXTURE AND SINGLE GREEN
.......1.......
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MR16 HALOGEN
20
FACE EXIT LIGHT WHITE HOUSING EMERGENCY NI -CAD BATTERY
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
ID MARK
WIRE SIZE
(AW6)
FROLIND
SIZE (")
CONDUIT
SIZE
®
2#10
010
3/4"
®
2#8
*10
3/4'
BUS AMPS:
225 PHASE: 1
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE SEALED WITH A
LUG LOCATION:
BOTTOM
THEY PENETRATE
2.
ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4' EMT C. MINIMUM, UNLESS SHOWN,
MAIN AMPS:
200 M.C.B. WIRE: 3
ALL EXIT AND EMERGENCY BATTERY BALLASTS OF LIGHT FIXTURES TO BE CONNECTED
MOUNTING:
4.
SURFACE
CIRCUITS:
42
OREQUAL INSTALL AS HIGH AS POSSIBLE
SERVICE:
240/120 V OPTIONS: NEMA 3R
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TYPE:
P=4
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SQUARE D•
NQOD AIC RATING:
10K
�.
PROVIDE 30A, 24OV, 10, NEMA L6-30 TWISTLOCK RECEPTACLE IN SURFACE MOUNTED
KVA
.......... ........ .....................=
I
CB
CKT
BUS
CKT
CB ...........
LOAD 5ER1/ED
..............
KVA
.....,......
..............
OTHER LTG -
.
LOAD SERVED
REC =
POLE
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.TRIP
N0.
A 8
N0.
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REC
LTG
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2».......2�....................
LTG, EXTERIOR
1.10
.......................LTG�...EXTERIOR.......
1.20
........, _ . ........ ..:......20
!GARAGE DOOR OPENER (1 /2HP)
.......1.......
_..�..
4
20
1
_
LTG,. EXTERIOR
1.60
.......................
0.26 a
0.54 RECE G. HANGAR
i PT., LT
.20
20
; :.1 ........:....3....
1
5
6
20
1
RECEPT. LTG. HANGAR
,
;
0.36:0.20
...... _ ...._..
_
1 38 _
_
_
=MOTORIZED AIRCRAFT DOOR 2HP
20
2
7
8
20
2
MOTORIZED AIRCRAFT DOOR 2HP
: ,.,rr�rrrrrrrrrr .:()���.....,....
I . 138
rrrr_
, _
1.38-
9
10
1.38
0 20
0 36 LTG.,
T . HANGAR
20
1
11
12
20
1
RECEPT. LTG HANGAR
0.36
0.20
E
1.38
' MOTORIZED AIRCRAFT DOOR 2HP
20
1 2
13
14
20
, 2
MOTORIZED AIRCRAFT DOOR 2HP
1.38
1. 38
1 5
1.38
f 0.20 1
0.36 = RECEPT., LTG., HANGAR
_
20 ' 1
17
4,
18
20
1 1
RECEPT., LTG., HANGAR
0.36:0.20
1.38
i MO 0 ED AIRCRAFT DOOR 2HP
T RIZ
20
2
1 9
20
20
2
MOTORIZED AIRCRAFT DOOR 2HP
...38
1.38
; -----
21
22
--
---
-----
1.38
0.20
-.77711-77717-
0.36 RECEPT., LTG., HANGAR „
201
23....
_....10
24
20
1
RECEIPT., LTG., HANGAR
0.72.
0.30
W»».»»_ :... ........................
1.38
. . »_.».»..»................................Y......._wW
; MOTORIZED AIRCRAFT DOOR (2HP)
20
W.....»......»_......._..-.................._
2
2526
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20
...._..._
2
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MOTORIZED AIRCRAFT DOOR 2HP)
1.38
# _
1.'u
_
-----
---
S
€ -
27
28
--
1.38
uE
0.05 =
......:..:.. . -.--_,:.....i„w,,.:»�
_.....4.-y.... _.. W.» ..........................._...._.....__..._.._._
0.72 ; RECEPT., END HANGAR
..:...:..........::....:.:.. ....:....:..,�.w.:.._..,�..,:,_-..::::..,:: :_-:,... ._:..
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3.22 `'
MOTORIZED AIRCRAFT DOOR (5HP)
50
<.................
2
31
32
20
1
SPARE
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„
3.22
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.
-
i
33
34
20
1
SPARE
0.39:
END HANGAR
20
1
35
36
20
1
SPARE
1.20
GARDE DOOR OPENER 1 2HP
20
1
37
38
SPACE
SPACE
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42
PROVIDE
CONNECTED KVA
4.14 €
6.36
30.92
HACR TYPE CIRCUIT BREAKERS SERVING HVAC EQUIPMENT
DEMAND FACTOR
1.0 "
1.25
0.50
UPDATED TYPEWRITTEN DIRECTORY
DEMAND KVA
4.14
7.95
15.46
SURGE ARRESTER
TOTAL DEMAND KVA
27.55 '
LTX
DEMAND AMPS
114.8 `_
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
i
THEY PENETRATE
2.
ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4' EMT C. MINIMUM, UNLESS SHOWN,
NOTED OR SPECIFIED OTHERWISE.
3.
ALL EXIT AND EMERGENCY BATTERY BALLASTS OF LIGHT FIXTURES TO BE CONNECTED
AHEAD OF LOCAL SWITCHING.
4.
PROVIDE AN EXTERIOR WALL FLUSH MOUNTED PHOTOCELL AT THE NORTHWEST CORNER OF
THIS BUILDING FOR CONTROL OF LIGHT FIXTURES TYPE K AND W. INTERMATIC #K4321C
OREQUAL INSTALL AS HIGH AS POSSIBLE
5.
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
o
INSTALLED AT +48 A.F.F. TO THE BOTTOM OF EACH DEVICE. ALL CONDUIT AND FITTINGS
P=4
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ROUTED BELOW 18' A.F.F. TO BE EXPLOSIONPROOF TYPE.
KEY NOTES:
�.
PROVIDE 30A, 24OV, 10, NEMA L6-30 TWISTLOCK RECEPTACLE IN SURFACE MOUNTED
THE AIRCRAFT OVERHEAD
METAL BACKBOX AND TYPE SJO 30/3 CORD WITH PLUG FOR
DOOR MOTOR. INSTALL RECEPTACLE AT +48' A.F.F. (TYP. OF 8).
2
•
OPENING TO
4 JUNCTION BOX ABOVE GARAGE DOOR PEN
PROVIDE A SURFACE MOUNTED 4'X N
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SERVE GARAGE DOOR OPENER.
3-
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 PANELBOARD AND METERING.
PROVIDE A WALL SURFACE MOUNTED 60A, 24M 10, S/N NEMA 1 OVERHEAD AIRCRAFT
HANGAR DOOR MOTOR DISCONNECT SWITCH AT +60' A.F.F. TO THE BOTTOM OF SWITCH.
_
■®
SOUTHEAST RAMP - PHASE 2A
LARGE 27 HANGAR MEND UNIT
- ELECTRICAL FLOOR PLAN
SCALE l 1/2
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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11655 Swift Wotei Circle
Odondo, fL 32817
Phone/Fox: 407.24) 6020
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GENERAL ELE�fi SAL NOTES:
1.
r,
WIRE 51ZE
(AWG)
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,
a
UNLESS SHOWN,
NOTED OR SPECIFIED OTHERWISE.
3.
ALL ELECTRICAL
a
EQUIPMENT SHOWN DASHED IS EXISTING TO REMAIN,
3
�t
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"
EXISTING HANGAR
EXISTING HANGAR _
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EXISTING HANGAR
EXISTING HANGAR
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FF. EL. 28.50
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FXIqTINC; HANGAR
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GENERAL ELE�fi SAL NOTES:
1.
PROPOSED HANGAR
FF. EL. 28.5
WIRE 51ZE
(AWG)
SEALED WITH A
FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE
®
WALLS, FLOORS
OR CEILINGS THEY PENETRATE (TYP.).
2.
ALL HOMERUNS
GENERAL ELE�fi SAL NOTES:
1.
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
WIRE 51ZE
(AWG)
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,
w
UNLESS SHOWN,
NOTED OR SPECIFIED OTHERWISE.
3.
ALL ELECTRICAL
a
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.).
iCEY 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.
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.).
6 PROVIDE TWO (2) 2" AND FOUR (4) 3" BURIED CONDUITS
BETWEEN PULLBOXES AS SHOWN.
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 51ZE
(AWG)
GROUND
SIZE (AWG)
CONDUIT
SIZE
®
2010
#10
3/44
CRAPHIC SCALE
30 0 15 30 60
120
IN FEET)
> INCH = 60 FT.
I
E. ZVONARYOV, P.E.
LICENSE #60953
,y
0h
..
Power Systems
Elsotdoal Enginndrig & Consulting
R. License /60953
11655 Swift Water Circle
Orlando, FL 32817
Phone/Fox: 407.243.6020
azpowersystems®bellsouth.net
i
DRAWN
Cd
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CHECKED
AEZ
x
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w
SCALE
AS NOTED
•U
PROJECT NO.
24015.3
PHASE 2A
a,
HANGARS
ELECTRICAL
SITE UTILITIES
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DRAWN
AEZ
CHECKED
AEZ
DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
24015.3
PHASE 2A
HANGARS
ELECTRICAL
SITE UTILITIES
SHEET
ES -2.O
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