4220-4261 Tarmac Way - BC07-000129 (SANFORD AIRPORT AUTH) (HANGAR) (A)PERMIT ADDRESS
1 '17) D f%
ADDRESSCONTRACTOR
.
PHONE NUMBER
PROPERTY OOWNI j
ADDRESS OKE E� ���i� WIUC]. �� VQ�J
5W-,
1100
PHONE NUMBER .. 19"12
.
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
ION
PERMIT # C)"l " %ZCf DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE ti
1
i
MA
Q
GENERAL CONDITIONS AND NOTES
DF5CRIPTION
ALLOWABLE
1.
IT 15 THE INTENT OF THE ARCHITECT THAT THI5 WORK BE IN CONFORMANCE WITH ALL REQUIREMENT5 OF THE BUILDING AUTHORITIES
FOUNDATIONS
0 HOURS
U5E/OCCUPANCY
HAVING JURISDICTION OVER IRIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL p0 THEIR WORK N
I.
SUBSU� AG SOIL CONDITIONSMTI0N5 INFORMATION ON IS NOT AVAILABLE FOUNDATION DE 51GN IS BASED ON AN ASSUMED ALLOWABLEE
NFPA 409
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
BUILDING AREA
BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGI5TRERED IN THE STATE OF
?.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE J0551TE PRIOR TO COMMENCING WORK CONTRACTOR
MAX. NO, OF 5TORIE5
FLORIDA. CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED BY BUILDING OFFICIAL.
2
SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING
2.
ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED
12,000 5F
WWI
MAX. T. IN FEET
UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS
3.
CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
20\
ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR
d
HANGERS, SLAB DEPRESSIONS, AND PITCHES A5 MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WIORK
3.
SOIL SHALL BE COMPACTED TO A MINIMUM OF 95`0 OF MAXIMUM MODIFIED PROCTOR DENSITY.
4.
THESE DOCUMENTS, A5 INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR
4.
ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE.
V4' 1' �- SCALE
REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.
5.
BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH 6I1DE5 OF THE WALL UNLE55 THE WALL 15 FULLY BRACED BY THE
5.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
ANY 51MILAR 51TUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN, THE CONTRACTOR SHALL
AI
CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN
Ei
CONSULT THE ARCHITECT IF THERE 15 ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION
ROOF 5LOPE (X:12)
CONSTRUCTED TO THE 5AT15FACTION OF THE ARCHITECT.
6.
155UE.
ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CAST IN PLACE CONCRETE
1.
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2004 EDITION OF
I.
ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
REFERENCE
THE FLORIDA BUILDING CODE, IT 15 DESIGNED A5 FOLLOWS TO WITHSTAND THE FOLLOWING LOADS:
MAXIMUM P051TIVE MAXIMUM NEGATIVE
SLAB ON GRADE AND FOOTINGS 3000 P51
AI
• 120 MPH WIND LOADS WITH SHAPE FACTORS.
EXPOSURE B WIND LOADS
2.
REMAINING CONCRETE 3000 P51
ALL CONCRETE SHALL HAVE A SLUMP OF 4' PLUS OR MINUS 1', AND HAVE 2 TO 4`o AIR ENTRAINMENTS, AND A MAXIMUM
HEIGHT (Ft)
IMPORTANCE FACTOR OF 110, BUILDING CATEGORY 11
,(;Al
ELEVATION
WATER/CEMENT RATIO OF 058.
\` -DIRECTION OF VI W.
INTERAL PRESSURE COEFFICIENT 15 0.18
3.
CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD I OR METHOD 2.
01 LOCATION OF
MINIMUM DESIGN PRE55URE FOR OPENINGS AND CLADDING IS +253,-2a.1 P5F
NOTE APPLICATION.
SUBMIT BACKUP DATA A5 REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF AGI 316
NUMBER
NET UPLIFT DESIGN PRE55URE SHALL BE 30 PSF.
4.
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A5TM A-615 GRADE 60.
NOTE APPLICATION.
DESIGN ROOF LIVE LOAD 15 20 P5F
5.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318
5
ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS.
3
LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' AGI 301.
8.
CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
6.
WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOKS SHALL BE
9.
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL
8
PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLA55 EDGES.
EXISTING 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
ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL.
® cn
WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
10.
IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
8,
CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER
OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS.
TEMPORARY BRACING, GUYS OR TIE-DM5 MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
9.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
11.
IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH
y CONCRETE EXPOSED TO EARTH OR WEATHER % THROUGH X18 5AR5
THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR 51ZE INDICATED, SPECIFIED OR NOTED SHALL BE
11/2' ALL OTHER CASES
PROVIDED.
10.
MINIMUM LAP' SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TTP. EXCEPT WHERE OTHERWISE NOTED
12.
PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL
ON THE DRAWINGS.
WINDOWS AND GLA55 CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND
11.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. U1WF SHALL BE LAPPED AT LEAST a'AND CONTAIN AT LEAST ONE CROSS
PLUMBING FIXTURES CLEAN AND IN GOOD WOWING ORDER
WIRE WITHIN THE 8'.
13.
CONTRACTOR SHALL HAUL ALL RUBBISH FROM 51TE ON A REGULAR BASS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE.
12.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER
14.
CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES.
TRADES BEFORE CONCRETE 15 PLACED.
15.
DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS
13.
HORIZONTAL. WALL, BEAM AND FOOTING BARS SHALL BE BENT I'-0' AROUND CORNERS OR CORNER BARS WITH 2'-0' LAP SHALL
PROVIDE[) BY THE OUMER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,
BE PROVIDED.
0 5. IF ANY IS
CONSTRUCTION N WORK
GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID RUG ERRORS.
14.
REINFORCED CONCRETE
0 DETAILING RE RED
ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR
PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY
STRUCTURES' ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS.
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,
SCALING DIMENSIONS FROM PLANS IS PROHIBITED.
SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED
16.
A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER
PRIOR TO PLACEMENT OF CONCRETE.
CONTRACTOR 15 RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM
16.
FOR BEAMS, LAP BOTTOM STEEL AT THE `UIPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE.
DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURJI5HED 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.
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.
(i)
INDICATES I HOUR
T' RATED WALL 5EE
UL430 ON A2.
CODES
2004 FLORIDA BUILDING CODE
2004 FLORIDA FIRE CODE
WIND SPEED 120 MPH
NFPA 409 2001
CODE PARAMETERS
DF5CRIPTION
ALLOWABLE
PROVIDED
BUILDING
EXTERIOR NON-BEARING (130')
0 HOURS
U5E/OCCUPANCY
STORAGE, LOW HAZARD, GROUP 5-2
CONSTRUCTION TYPE
TYPE Y 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
2
1
MAX. HANGAR SPACE
0.18
12,000 5F
11,999 5F
MAX. T. IN FEET
TARGET
55'
19'-10' (ROOF PEAK)
20\
A2, 4.1, ETC.
v
FIRE PROTECTION REQUIREMENTS (TABLE 000)
STRUCTURAL. FRAME
0 HOURS
EXTERIOR BEARING (1301)
0 HOURS PER TABLE 601 NOTE F
EXTERIOR NON-BEARING (130')
0 HOURS
INTERIOR BEARING WALL5
0 HOURS
INTERIOR NON-BEARING WALL5
0 HOURS
FLOOR
0 HOURS
ROOF
0 HOURS
ALPHABETICAL SEQUENCE.
OCCUPANCY ANALY515 R Y
INTENDED FOR THE STORAGE OF AIRCRAFT.
SYMBOLS KEY
ROOMTITLE
ROOM
FIRST DIGIT REPRESENTS FLOOR
1®I
TARC;ET
LEVELR EMAINING OM NUMBER1GITS 01 THRI 99ESEN7
1010
DOOR
DOORS LABELED BY NUMBER OF
SPACE INTO WHICH DOOR SWINGS,
a
SiM�OI
FOLLOWED BY LETTERS IN
ERIC KURITZKY, ARCHITECT
EXP05URE CATEGORY
ALPHABETICAL SEQUENCE.
WINDOW
O
SiM5OL
NUMBERED BY TYPES,
0.18
C
GRIID LINE
IN ONE
ABI, 2, 3, ETC, IN THE OTHER DIRECTION'
O
TARGET
LOCATIONS OFF MAIN GRID NOTED
MEAN ROOF HEIGHT (FT)
20\
A2, 4.1, ETC.
v
DRWG. N0. -DFWG. TITLE
O
TITLE
AWING
AI
GENERAL
NOTES
V4' 1' �- SCALE
JOB NUMBER
MAJOR BLDG. SECTION
BUILDING LENGHT (FT)
DETAIL NO.
Y
N
AI
DICATE5 DIRECTION OF
Ei
DETAIL CUT AND/OR LOCATION.
ROOF 5LOPE (X:12)
SHEET ON WHICH
DETAIL 15 DRAWN.
PARTIAL SECTION
w
DETAILAID
ME=
OPENING OPENING
LOCATION
REFERENCE
PARTITION SECTION
MAXIMUM P051TIVE MAXIMUM NEGATIVE
MARK
AI
ZONE
ARTITION TYPE
A INTERIOR
HEIGHT (Ft)
PRE55URE (
,(;Al
ELEVATION
101 OVERHEAD
\` -DIRECTION OF VI W.
C,ENERAL-
NOTE NUMBER
NOTE
01 LOCATION OF
-19.4
NOTE APPLICATION.
MATERIALNOTE
NUMBER
NO�
04200.0 LOCATION OF
l /
NOTE APPLICATION.
oy,
A3 Sanford Fire C'fey D'v,
JUL '1t
WIND VELOCITY (MPH)
120
o
z
z
�N
m
COMPANY
ERIC KURITZKY, ARCHITECT
IMPORTANCE FACTOR
1.001
m
a
a
o U
PREPARED BY
ERIC KURITZKY, ARCHITECT
EXP05URE CATEGORY
B
4/12/O(o
CLIENT NAME
TRACY FORRE5T
INTERNAL_ PRE55URE COEFFICIENT +/-
0.18
H Y
PROJECT
JOB D15CRIPTION
5ANFORD HANGAR5
MEAN ROOF HEIGHT (FT)
20\
v
w
LARGE. T -HANGAR WEND
BUILDING WIDTH (FT)
51.33
GENERAL
NOTES
�
U �
JOB NUMBER
25053.3
BUILDING LENGHT (FT)
233.15
Y
N
Ei
SHEET
ROOF 5LOPE (X:12)
1
; 1::::::;:; xxi
w
ME=
OPENING OPENING
LOCATION
OPENING
OPENING DIMEN51ON5
MAXIMUM P051TIVE MAXIMUM NEGATIVE
MARK
DE5CRIPTION
ZONE
ELEVATION
WIDTH (ft)
HEIGHT (Ft)
PRE55URE (
sF) PRE55URE ( 5F)
101 OVERHEAD
5
1
40
14
I (b
-19.4
102
OVERHEAD
5'
1
45
14
17.1
-IaA
103
HOLLOW METAL
5
3.33
3
6b6
2 2 b
104
OVERHEAD
5
5
8
520.5
-25.3
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`D
�'
Inti i nr: -nom -STRIP (c3) IN
O
z
3
V)
m
E
3
O
O
m
N
m
L
0
0
0
0
0
E
N
C
O
V
o
z
z
�N
m
�GJD
0
0
a
pq
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m
a
a
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C
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U A
4/12/O(o
a: a
O
H
m
H Y
PROJECT
NO.
25;053.3
v
w
LARGE
w
d
x
L)
GENERAL
NOTES
�
U �
'
� o0
Y
N
Ei
O
z
3
V)
m
E
3
O
O
m
N
m
L
0
0
0
0
0
E
N
C
O
DRAWN
o
�N
m
�GJD
CHECKED
h
m
EC K
C
`-V
0
4/12/O(o
SCALE
O
H
m
4S NOTED
PROJECT
NO.
25;053.3
w
LARGE
T W/END O
x
L)
GENERAL
NOTES
a
'
& 4Lz.0p.4 R 7�LAN�1t
Y
N
Ei
SHEET
L
M
Y
w
m
o
�
o
�c
m
•o
__5
�
w
O
M--�
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v
c
0
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m
n
W
SOUTHEAST RAMP - PHASE 2A
LARGE 27 HANGAR MEND UNIT
SCALE: 1 /8" =1'-0"
5EE 51TE PLAN BY OTHER5 FOR 51DEWALK5, DRIVEWAY5 d PAVING. FE -FIRE EXTINGUI5HER5p
- IN HANGAR5 PROVIDE PURPLE KI0 2 F F I C Em PLANS REVIEWED
AlIlly OF SANFORD
DRAWN
o
�GJD
CHECKED
m
EC K
DATE
0
4/12/O(o
SCALE
H
m
4S NOTED
PROJECT
NO.
25;053.3
ujU
LARGE
T W/END O
x
L)
GENERAL
NOTES
a
'
& 4Lz.0p.4 R 7�LAN�1t
Y
N
Ei
SHEET
M
Y
STEEL COLUMN BY OTHERS (TYP)
' COLUMN COYER
A913, GRD 81 THRD ROD
(4140) 5ET IN 51MP50N 5ET HIGH
5TR' H EPXY MIN. 5” DEPTH
a
15 EA. WAY
r °
BOTTOM
6" 3'-0" 6"
F4 COLUMN FOOTING
SCALE: 1/2" =1'-0"
STEEL COLUMN BY OTHERS (TYP)
5/&'0 3/4"0 A.5.12" MIN. PLACEMENT DEPTH
PER MFGR.
°a
°. .
as ' J
(6) 06 EA. WAY TOP 4a — —
BOTTOM 911 O.C. (F-1)
611 F1 - 3'-011X 3'-0II I.
F2 TYP. ENDWALL COL. FOOTING
SCALE: 1/2" =1'-0"
8'-0" WIDE CONTINUOUS MAT OF
6x6 1.4 /1.4 WWM AT ALONG
2331-T ENTIRE SLAB PERIMETER (TYP)
421-511 I.
421-5It
STEEL COLUMN BY OTHERS (TYP)
1/8110 3/4"0 A5. IV MIN. PLACEMENT DEPTH
PER MFGR
15 HAIRPIN
41—
ad
,d
d4
4 :�
°aa
° °
(6) 06 EA. WAY TOP 41 a r
BOTTOM 9" O,C. (F -I)
a a °'
6" FI - 4'-6"X 4'-6t
F1 TYP. COLUMN FOOTING
SCALE: 1/2" =1'-0"
421-911
\ F5
\ F1
UL 430
L F5
F1
F1
2 HR RATED WALL ASSEMBLY
L
Hill Hu
1 HR RATED WALL ASSEMBLY
F5
L
F5
Design No. U430
\
/ \
October 0/, 20041
_
/ F1 \
Nonbearing Wall Rating --3 or 2 Hr.
I�
F1
W r /.r
I�
UA'F5
CT�
F1
FOUNDATION
PLAN
SHEET
A2
1
F4 14
—I f —I
I
f—
F4
—I
I F4
—1
I F4
I F4
I F4
—I
v
t r
I
r
f
F l
HAIRPIN (TYP.) BARS
J01-0"MAT
FZL�
MIN. 15'-0" LEGS
61
NOTE:
CONCRETE -CONTRACTOR 5ET IN
I I
4" THICK MIN. 3000 P51 CONC.
I
I
rte: $ii.. >C6fif0t11.1"rlI.:[Oil ;.
1. Floor and Ceilipg Runners - (Not,
No( 5hpwrl)'-Channel shaped, fabricated from min 20 61SG (Q.p38In: thick)
PLACE A CHOR BOLTS TO MFGR
ANCHOR OLT SETTING PLAN -
cofrosien- Pro tected or gale ,tees, min width to accommodate stud size„with mire 1 in. long legs, attached to
floor; and celling with fasteners ;paced max 24 in, Oc.
2. Steel Studs..-, Channel; shaped, fabricated from min,2t7 r�iSG (0.0327 in, thick); corrosion -protected oc,galy
steal, 3-1/2 in: inln width,:min 171/2 in, flanges,and 1/4 In. return, spaced a Max of 16 In. O.C. Studs fricbpn•fl[
TEMPLAT 5 REQ'D (4"
into floor and ceiling runner Mads tq be cut 5/3to 3/3 in. less than assembly. height.
3 Lead Batten 5trips - Lead batten stripe, 2 in. wide, max 10 ft long with a max thickness. or 0.080 in; Strips .
F5
placed on the Interior faced.studs and attached from the exterior faee Of the stud with t,so l lin. k ng,Iyp_ 5-
PROJECTION MAX) GRADE 60
12 pan head steel screws,. one at the top of the strip'5nd one at the bo{tum of the strip, Lead. batten strips to
hove a pul lty ol, 99.99/Q meeting the Federal spec fi_atiorr Citi:-L-20�f, Grade C' . Lgad Witten, strips required
behind vertical joint s Of lead backed gypsum wallboard (Item S) and dpkionalat remaining stud Ixatians;
WITHIN 12 HOUR5 OF POUR
4.'Batts and B .fatlkeis� -. {Optional)' Placed in tun ca retie any, glass fiber pr mineral wool insulation .
(2) 05 CONT. TOP
REBAR, 21" MIN. LAPI
F4 I F4
—LP
bearing the U4 oh
Clas lficat Marking a to Surface Buroin9 Characteristics and/or Fire Resistance, See Batts
F4
I
F4
I
F4
and: Blankets (BKNY or BZJZ) Categories for nameis of Classified cptopanies.
,
I I I
BOTTOM W/ #3
`
I \
4
S. Gypsum Board” -- Nom 5/8 itl, thick lead backed a` -ate
gypsum panels with beveled square or edge,,
TIES X36" 0.1i,
LI -1
_.
applied vertically. Vertical joints centered over studs and staggered ruin i stud caQity on 000 5: sides of studs.
—L— F-1
—L -- J
—L 7
Vlaliborlyd secured to studs:ruith L-1/4in. long Type S 12 steel screws spaced 8 in -OC at perimeter aridl2 in.
/
I IcID
I
w m
OC in the field.:,
'
/
/ F 1
RAY -BAR ENGINEERING CORP:- i'ype RB-LBG
Qco
.4
\ /
F1
—7
O
LLI
\ /
F1
—7
6. Gypsum *-,
\ F1
F5
��
/ F1\
F57
F5
aoard Born 5/8 in. thick gypsumpanels.vitli b_vele•9, square orsiaggered edges,
F5
F5
F5
LIA
F5 F \ .
1 Hr. Conayuration
®--
I—
1Vhelj sugstituted ter lead aacked gypsum panels _(Item 5), "panels applied vertically with jQiri-o staggOneil,.min 1
—J
Stud cavity fronilead backed gyps.lm panels (Item S) on opposite sides of studs. 6Vallr oard secured to studs
with 1 in. long Type S-12
u
6 d 1'
steel scr r+s',spaced 8 in. OC at perimeter and 12 in, OC in the field,
-4
2 -Hr. Configuration
wiieii substituted for lead tiacked gypsum panelss(ltem 5), base layer panels applie vertica4y,with jolntsj
staggered min t stud cavity from lead backed gypsum panels, (Item 5) on oppo,ite Sides of studs. wallboar.,,d
secured to studs with 1 In, long type 5-12 steel screws spaced 24 pr. OC at the penrneter and.ln the field
Face layer applied vertically lor horizontally.'yVhQnirappiteci vertically, jolnts In adjacent layersstaggered mi6 I
stud cavity. when applied, f?ori4ontally,;:butt jpinu centered;over studs and staggered a min l;stud cavityfrom
vertical jpints j❑ aJeger
when applied vartlducally l/ O ores I ad backed g/plum panels ([tern S) to
F5 COLUMN FOOTING
panels Secured studs with 1-5(8 in. long
yp 12 steel screws spaced 12 in. OC and staggered froth. crews on base layer. When applied horizpntally
over lead packed gypsum panels (iteln5), panels secured to1stud I with 1 /8 in. long Type 5-12 steel screw,
spaced 8 in. UC it the perimeter and in the field, s i ,vs staggered from crews pre base layer,:.
_
SCALE:112" -1'-0"
When applied vertically over gypsum panels (Item;_ 6), 'panels secuied to studs with 1-5/8 in: long Type 5.12
steel screw spaced, 12 ln. OC and staggered 12 in. from scre'Ns ort basellayer. When applied horizprntally over
gypsum panels ([tem 6), panels secured to studs with 1 5/8 in. long Type S-12 steel screws spaced 8 in, OC at
the Uie
perih)eter and in field, screws staggered 8.in from screws Un base layer,
CANADIAN GYPSUM COMPANY -'type AR, C, Ip -XL, IP -XZ, SCX, SHX
UNITED STATES GYPSUM(Cq -Type AR, C, FRX G, IP-Xl,l_IP-X2, SEX, SHX
USG. MEXICO SA DE C V - iype AR, .C, IP-Xl, IP X2, 5CX;,SHX
7 Joint Tape and Compound (Np[,shown) Vinyl or casein, dry jrpremixed joie compoUntj applied In two
coatsi to joints Enid r e w heads of outer layer. Paper tape, nom 2 in wide ambddded in fir„layer of compound '
over all joints of outer panels.
211-411 211-511
211,01 421-511
STEEL COLUMN BY OTHERS (TYP)
' COLUMN COYER
A913, GRD 81 THRD ROD
(4140) 5ET IN 51MP50N 5ET HIGH
5TR' H EPXY MIN. 5” DEPTH
a
15 EA. WAY
r °
BOTTOM
6" 3'-0" 6"
F4 COLUMN FOOTING
SCALE: 1/2" =1'-0"
STEEL COLUMN BY OTHERS (TYP)
5/&'0 3/4"0 A.5.12" MIN. PLACEMENT DEPTH
PER MFGR.
°a
°. .
as ' J
(6) 06 EA. WAY TOP 4a — —
BOTTOM 911 O.C. (F-1)
611 F1 - 3'-011X 3'-0II I.
F2 TYP. ENDWALL COL. FOOTING
SCALE: 1/2" =1'-0"
8'-0" WIDE CONTINUOUS MAT OF
6x6 1.4 /1.4 WWM AT ALONG
2331-T ENTIRE SLAB PERIMETER (TYP)
421-511 I.
421-5It
STEEL COLUMN BY OTHERS (TYP)
1/8110 3/4"0 A5. IV MIN. PLACEMENT DEPTH
PER MFGR
15 HAIRPIN
41—
ad
,d
d4
4 :�
°aa
° °
(6) 06 EA. WAY TOP 41 a r
BOTTOM 9" O,C. (F -I)
a a °'
6" FI - 4'-6"X 4'-6t
F1 TYP. COLUMN FOOTING
SCALE: 1/2" =1'-0"
421-911
\ F5
\ F1
L F5
F1
L F5
F1
F1
F5
L
Hill Hu
L
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L
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'
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/ \
/ \
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I�
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FOUNDATION
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F4 14
—I f —I
I
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—1
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I F4
I F4
—I
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_
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F l
HAIRPIN (TYP.) BARS
J01-0"MAT
FZL�
MIN. 15'-0" LEGS
NOTE:
CONCRETE -CONTRACTOR 5ET IN
I I
4" THICK MIN. 3000 P51 CONC.
I
I
S'-011 X OF 6x61.4 /
1.4 WWM AT EA. INTEIROR FOOTING
SLOP 2'
PLACE A CHOR BOLTS TO MFGR
ANCHOR OLT SETTING PLAN -
SLAB W/ 6X6 1.4 X 1.4 WMM ON 6
MIL. VISQUEEN ON COMPACTED
(TYP)
TEMPLAT 5 REQ'D (4"
TERMITE TREATED FILL
C,J, (TYP) I/8" X I" DEEP 5AWCUT
F5
PROJECTION MAX) GRADE 60
WITHIN 12 HOUR5 OF POUR
REBAR, 21" MIN. LAPI
F4 I F4
—LP
I
F4
I
F4
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—7
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15 HAIRPIN (TYP.) BEND 201-011
BARS MIN. 9'-0" LEGS
\ F1
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F57
F5
F5
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.I
I—
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�RECE55 FOR RAIN CUT (TYP.)
211-411 211911
SOUTHEAST RAMP — PHASE 2A - FOUNDATION PLAN
SCALE: 1 /8" =1'-0"
421-511
421_51l
421-5n
421-511
M
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~ PROJECT N0.
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611 RIDGE VENTS (TYP.)
UJ/ DAMPER CONTROL PER
3�
MTL- 51,111 -DING MFGFl- "a
1/12 1/12 1/12 CL
IC7 IC7ml
0
I METAL ROOF BY BUILDING MANUFACTURE (TYP) I . I I'3
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.......... ........ .. .......... ......... -------- --- . . ....... - ----- -- . ....... -
HEADER HT.
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-all ( -all
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❑HEADER HT,
HEADER HT. DOORS (TYPJ:
4-7
01=00
...... ...... . .......... ...... . ..... ...... . .......... ........ Ll ...... .. —1/.l.—A ol=V
R
FIN. FL
FIN. FLP, R
DOOR WITHIN OVERHEAD 16° X 16" WINDOW
DOOR (TYP) 6'-2" HEAD HT.
2 -- FRONT ELEVATION
SCALE: 118" =1'-0"
A3)
FIFI -H"�l
III -oil
5EARING SEARING HT. HT. T17 T7
141=011 . ......... . .... ..... ......... ...... .... . ......... ....... ... .. ....... ........ .. ... ...... ......... ..... ..... ......... ...... .... . ........ ....... .. ... ....... ...... . . .... ...... ......... ..... .... . ......... ... . .... ..... ...........
R
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TRAN5=ENT'OVER 'HD
HEADER HT. 3
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.......... . .......... . ......... . .......... . .......... . .......... . ........... . .......... . ............ . .......... . ..... 1A . . ....... . .......... . .......... . .......... . .......... . .......... . .......... . .......... . .......... . .......... . .......... ........ ........... A ..... .......... . ...... ..... ...... 1.-...L .... . ............ . ......... . ........ J . .......... . ......... . . . ......... . .......... ......... . .........
I/ . ........ \J .......... ........ ... . ... . . ........ ........ . ........ ........ ........ . ......... . ......... . ........... .........
F
FIN. FLR. IN. FUR.
0
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('3 ---- REAR ELEVATION
SCALE; 118"=1'-0"
A3
0
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1-7
SEARING HT.
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5NEATNIN6
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f I�
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I 5HEATHING
im3 NOTE: FOR I NR
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41=011 11=611 DA5HED LINE INDICATES
'f1=211 INR RATED OPTIONAL BLOCKING FOR
51=611 WALL ' SUTURE CRAB BARS.
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7,000 O
0 311=I'-0" (TYP. WAL
1
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CONTINUOUS FOAM
MIN. 1/2" GYP. BOARD 51LL SEALER.
EACH 51DE 3-5/a" MTL.
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{
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xx LOCATION TYPE WIDTH HEIGHT TRICK MAT'L RAp MAT'L NEAP JAMB TNRE5N CL05UR RATE[) THRESH 5PFC5 P05ITlYE NEGATIVE
101 HANGAR D 40' 14' --- --- --- --- REF. TO MFGR 5PEC --- --- --- 1�.6 -19.4 OVERHEAD DOOR W/ TRANS. PANEL
W/ HYDROL IFT
102 NANCAR D 4�' 14' --- --- --- --- REF. TO MPGR 5PEC --- --- --- I�.1 44 OVERHEAD DOOR W/ TRAN5. PANEL
W/ NYDROL.11=rt
103 HANGAR A 3'-0" 6'=�" 1 3/4" MTL PAINT HOLLOW/MTL REQ. TO M>=C�R SPG Y�5 --- Y�5 22.6 �LUSN PANEL DOOR W/16" X 16" WINDOW
104 HANGAR � �'-0" �'-0" --- STEEL PAINT --- REF. TO MPGR SPEC --- --- --- 20.5 C�ARAC�� DOOR (TYP) W/ �IIC�N LIFT
105 NOT USED
106 NG BATHROOM C 1 3/4" MTL IPAINT NOLLOW/MTL Al A2 A3 YE5 20MIN. YE5 �LU5�1 PANEL DOOR WITH
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RATED HARDWARE
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5NEATNIN6
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51=611 WALL ' SUTURE CRAB BARS.
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1
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MIN. 1/2" GYP. BOARD 51LL SEALER.
EACH 51DE 3-5/a" MTL.
I/2" EXP. JOINT
OPTIONAL 5TUD5 ,@ 24" O.C.
2I
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C
E1/2" = 1'-011
{
DOOR 5CHEDULE
5YMBOL DOOR FRAME DTL5. 5NEET A4 MTL ND R PRE55URE PRE55URE REMARK5
xx LOCATION TYPE WIDTH HEIGHT TRICK MAT'L RAp MAT'L NEAP JAMB TNRE5N CL05UR RATE[) THRESH 5PFC5 P05ITlYE NEGATIVE
101 HANGAR D 40' 14' --- --- --- --- REF. TO MFGR 5PEC --- --- --- 1�.6 -19.4 OVERHEAD DOOR W/ TRANS. PANEL
W/ HYDROL IFT
102 NANCAR D 4�' 14' --- --- --- --- REF. TO MPGR 5PEC --- --- --- I�.1 44 OVERHEAD DOOR W/ TRAN5. PANEL
W/ NYDROL.11=rt
103 HANGAR A 3'-0" 6'=�" 1 3/4" MTL PAINT HOLLOW/MTL REQ. TO M>=C�R SPG Y�5 --- Y�5 22.6 �LUSN PANEL DOOR W/16" X 16" WINDOW
104 HANGAR � �'-0" �'-0" --- STEEL PAINT --- REF. TO MPGR SPEC --- --- --- 20.5 C�ARAC�� DOOR (TYP) W/ �IIC�N LIFT
105 NOT USED
106 NG BATHROOM C 1 3/4" MTL IPAINT NOLLOW/MTL Al A2 A3 YE5 20MIN. YE5 �LU5�1 PANEL DOOR WITH
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HY.A.C. SPECIFICATIONS
GENERAL
SCOPE OF WORK
FURNISH AND INSTALL COMPLETE AIR GONDITIONING SYSTEMS AS INDICATED ON THE DE516N
DRANIN65 AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT
BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR
CONDITIONING UNITS, EXHAUST FANS, AIR D15TRIBUTION AND DUCTWORK.
RELATED WORK SPECIFIED ELSEWHERE
REFER TO ELECTRICAL SPECIFICATIONS FOR ALL ELECTRICAL WORK PERFORMED IN
GONJUNGTION WITH MECHANICAL WORK. DIVISION 15 CONTRACTOR SHALL BE HELD
RE5PON51BLE FOR ALL CONDUIT, WIRING, JUNCTION BOXE5, ETC. REQUIRED FOR COMPLETE,
WORKING HVAC CONTROLS AND EQUIPMENT.
. �zuIp] rz►i7s
ALL MECHANICAL WORK 5HALL 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 D15ABILITIE5 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 OTHERWI5E NOTED.
5UE55TITUTIONS
EQUIPMENT AND DE516N OF SYSTEMS AS INDICATED ON THE DRAWINGS AND WITHIN THESE
SPECIFICATIONS SHALL BE GON51DERED AS THE SPECIFIED STANDARD OF QUALITY.
5UB5TITUTION5 OF EQUIPMENT WITH EQUAL OR BETTER SPECIFICATIONS MAY BE SUBSTITUTED.
f2C�1sAz1la=Il1r
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 COORDINATION CONFLICTS WITH OTHER
TRADES. NO WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND
TESTED.
THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND
MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1)
YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE
ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT H15
OWN EXPENSE TO THE ENTIRE 5AT15FAGTION OF THE OWNER AND ARCHITECT AND ENGINEER.
SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FIN15H OR
FURNI5HIN6 OF THE BUILDING RE5ULTIN6 FROM THE ORIGINAL DEFECT OR REPAIRS THERETO.
HY.A.C. LEGEND
DOUBLE LINE SINGLE LINE
DUCT DIMEN51ON A x B
A x B (A = HORIZONTAL, B = VERTICAL)
SPIN -IN FITTING W/DAMPER
(SIDE TAPPING)
QOIb ELBOW WITH TURNING VANES
RAD I U5 ELBOW
EXHAUST AIR DUCT UP
EXHAUST AIR DUCT DOWN
RIGID ROUND DUCT UP
(1) I RIGID ROUND DUCT DOWN f---�
MANUAL VOLUME DAMPER L
® EXHAUST GRILLE
O DRAWING HEX NOTE
Q REVISION DELTA AND LNUMBER
—0
EXECUTION
DRAWINGS ARE GENERALLY DIAGRAMMATIG AND DO NOT NEGE55ARILY SHOW EVERY FITTING
AND DETAIL. INSTALL DUGT5, EQUIPMENT AND CONTROLS IN A NEAT WORKMANLIKE MANNER
AND IN ACCORDANCE WITH GOOD PRACTICE FOR A COMPLETE, WORKABLE INSTALLATION.
AVOID CONFLICT WITH OTHER TRADES; MAKE ADEQUATE PROVISIONS FOR PREVENTING N015E
AND VIBRATION. ARRANGE EQUIPMENT IN THE AVAILABLE SPACE TO MAKE ALL WORKING
PARTS AGGE551BLE FOR MAINTENANCE AND SERVIGE. CONTRACTOR 15 RE5PON51BLE 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 THIS CONTRACT. NO
WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND TESTED.
HAN6ER5 AND SUPPORTS
PROVIDE ALL NECESSARY DUGTWORK, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND
ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUGTWORK, PIPING AND EQUIPMENT FROM
THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UN15TRUT AND 5U5PENSION RODS
REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUGTWORK. THE USE OF BALING WIRE OR
PERFORATED METAL STRAPPING 15 NOT ACCEPTABLE FOR SUPPORTS.
EXHAUST FANS:
FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES A5 L15TED ON THE DE516N
DRAWINGS. ALL EXHAUST FANS 5HALL COME WITH INTEGRAL BAGKDRAFT DAMPERS.
S05PENDED FANS 5HALL BE SUPPORTED FROM A TRAPEZE -TYPE HANGER WITH
SPRING -MOUNTED VIBRATION ISOLATORS.
GOORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF
GAP5 A MINIMUM D15TANGE OF 10'-O" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR
INTAKE.
DUGTWORK:
MATERIAL5: GALVANIZED STEEL OF 6AUGE5 GONFORMING TO LATEST EDITION OF SMACNA
STANDARDS BASED ON 2" W.G. PRESSURE UNLE55 SPECIFICALLY NOTED OTHERWISE ON THE
DRAWIN65. THE GALVANIZED DUCT GOATING 15 TO BE G-QO. ALL DIMENSIONS ARE IN51DE
NET FREE AREA. 5EAL ALL JOINTS AND SEAMS WITH MEDIUM PRE55URE DUCT SEALANT.
FIBER6LA55 DUGTBOARD MAY BE 5UB5TITUTED; 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 —� 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 l
NOTES:
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 SMADA, LATEST EDITION.
DUCTWORK SUPPORT DETAIL
NOT TO SCALE
5_ INTERLOCK FAN WITH LIGHT SWITCH; PROVIDE TEN MINUTE TIME DELAY
RELAY.
—0
HVAC FLOOR PLAN
1/8" = 1'-0°
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FAN SCHEDULE
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SYMBOL
LOCATION
SERVICE
TYPE
FAN DATA
t
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DATA
z
CFM
ESP
(IN W. G.)
FAN
RPM
MAX.
SONES
DRIVE
HP
(MAX WATT)
RPM
VOLT
PH.
HZ.
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
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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
U
GC -140
ALL
EF -2
13.5 x 15.5 x 12
15
6"0
WALL SWITCH
ZR
COOK
V
GC -140
ALL
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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.
a
5_ INTERLOCK FAN WITH LIGHT SWITCH; PROVIDE TEN MINUTE TIME DELAY
RELAY.
—0
HVAC FLOOR PLAN
1/8" = 1'-0°
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PROJECT NO.
f
HVAC PLAN,
a SPECIFICATIONS
> & DETAILS
Y
1
SHEET
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2
W
SECTION 15400
PLUMBING FIXTURE CONNECTION SCHEDULE
PLUMBING
WASTE TRAP
PART1 GENERAL
m
1.1 SECTION INCLUDES
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION
1/2" -
15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL
a
REQUIREMENTS.
COUPLED TANK AND LID, TRIP LEVER.
1.2 SCOPE
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
2.2
A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS,
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS
CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE
A.
SUPERVISION, OPERATION, METHODS AND LABOR FOR THE
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL
PLUMBING INSTALLATION.
Y
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B.
B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND
WC -2 FIXTURE
ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO
C
INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK.
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE-
BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS
SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT
D.
BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE
2.3
LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS,
FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED
BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND
STOP
INCLUDED FOR THE PROPER INSTALLATION OF THE WORK.
h
C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH
AND ESCUTCHEON.
MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS
2.4
AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT
PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT
AMERICAN STANDARD "LUCERNE" NO. 0355.012, WHITE VITREOUS CHINA, WALL HUNG, CONCEALED ARM,
WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE
INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT
;I
SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
ADDITIONAL COST INCURRED.
D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER
h
SECTIONS OF THE SPECIFICATION THE CONTRACTOR FOR THIS
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
1. B -LINE.
2.OTHER ACCEPTABLE MANUFACTURERS OFFERING
EQUIVALENT PRODUCTS.
A) MICHIGAN HANGER.
B) PHD.
HOT WATER WATER PIPING INSULATION (INCLD RECIRC PIPING)
Manufacturers:
1. Owens-Corning
2. Johns -Manville
3. Knauf
ASTM C547, rigid molded non-combustible fiberglass insulation.
'K' value .024 at 75 degrees F.
Vapor Barrier Jacket, Kraft paper with glass fiber yarn and bonded to aluminized film
Closure system shall be UL 181.
Insulation Thickness: 1-1/2"
PIPING: SANITARY SEWER PIPING, BELOW AND ABOVE GRADE (NON -PLENUM
AREAS ONLY). THIS PIPING ONLY ALLOWED WITHIN RESTROOM WALLS AND BELOW SLAB.
A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING/
1. FITTINGS: SCHEDULE 40 PVC.
2. JOINTS: CASTM D2855 SOLVENT WELD WITH ASTM D2564 SOLVENT CEMENT
PIPING: SANITARY SEWER PIPING, ABOVE GRADE IN PLENUM AREAS AND
IN RATED PARTITIONS. CAST IRON TO BE PROVIDED IN PLENUM AREAS.
A. CAST IRON PIPING: CISPI 301 HUBLESS SERVICE WEIGHT.
1. FITTINGS: CAST IRON
2. JOINTS: CISPI 310, STAINLESS STEEL CLAMP -AND SHIELD
HUSKEY SERIES 4000 OR CLAMP -ALL ONLY.
DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY 2.5 PIPING: WATER PIPING, ABOVE GRADE
OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR A. COPPER PIPING: ASTM B88 TYPE'L' HARD DRAWN.
SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE 1. FITTINGS: ASTM B16.8 CAST BRONZE OR ASTM 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.
DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT PA
THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH
OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE
WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL
REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL
COST TO THE PROJECT.
F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES
PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL
ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT
CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS
ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING
SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW).
G. EXAMINATION OF BIDDING DOCUMENTS:
1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS
CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE
DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO
THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY
AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY
INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN
ADDENDUM BY THE ENGINEER. ONLY A WRITTEN
INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY
ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON
ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER
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
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.
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 C
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).
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.
PART 2 PRODUCTS
2.1 PIPE HANGERS AND SUPPORTS
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).
ONTRACTOR SHALL KEEP AS -BUILT PLANS DURING CONSTRUCTION
NDICATING ALL DEVIATIONS FROM CONTRACT DOCUMENTS INCLUDING
LTERED PIPE ROUTING.
PLUMBING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION
PLUMBING FIXTURE CONNECTION SCHEDULE
MARK DESCRIPTION
WASTE TRAP
VENT
m
WATER CLOSETS WC -1 FIXTURE
AMERICAN STANDARD "CADET" NO. 2898.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
s
1/2" -
FLUSH TANK, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE-
a
1-1/2"
COUPLED TANK AND LID, TRIP LEVER.
N
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
m
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
s
STOP
McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
a
AND ESCUTCHEON.
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WC -2 FIXTURE
AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
L
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FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE-
o
COUPLED TANK AND LID, TRIP LEVER.
•L
SEAT
BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
W
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
h
AND ESCUTCHEON.
co
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.
;I
FAUCET
AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
m
ADA COMPLIANT, 0.50 GPM VANDAL RESISTANT AERATOR, LESS POP-UP AND POP-UP HOLE, CERAMIC DISC
h
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
a
DRAIN
McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
m
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
F-�
E -1E.
AND ESCUTCHEONS.
HOSE BIBBS HB -1
WOODFORD N0. 24, CHROME PLATED HOSE BIBB, WITH POLYCARBONATE HANDLE,
E
ASSE STD 1011 VACUUM BREAKER.
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EXTERIOR CLEANOUT ECO -1
ZURN NO. Z1400 -HD, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
N
ROUND SCORIATED HEAVY-DUTY SECURED TOP.
FLOOR CLEANOUT FCO -1
ZURN NO. ZB1400, COATED CAST IRON, ADJUSTABLE CLEANOUT, WITH ABS TAPERED -THREAD PLUG,
0
ROUND SCORIATED POLISHED BRONZE SECURED TOP.
o
PROVIDE THE FOLLOWING OPTIONS AS REQUIRED FOR FLOOR TYPES:
v
CARPETED FLOORS: OPTION "CM" CARPET MARKER.
TILED FLOORS: OPTION 'T" SQUARE TOP.
E
`-
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 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.
'X' INDICATES REQUIRED P.D.I. SIZE.
LL=1
3" VTR
J� "
�3
2"
3/4" CW
WC -1 L-1
WC -1
4"
PLUMBING RISER DIAGRAM (ADD ALTERNATE NO. 1).
NOT TO SCALE
PLUMBING FIXTURE CONNECTION SCHEDULE
MARK DESCRIPTION
WASTE TRAP
VENT
CW HW NOTES
WC -1 WATER CLOSET
4" INTEGRAL
2"
1/2" -
L-1 LAVATORY
2" 1-1/4"
1-1/2"
1/2" 1/2"
NOTE:
ALL FIXTURE CONNECTION SIZES ARE MINIMUM REQUIRED SIZES,
REFER TO PLANS FOR LARGER PIPE SIZE REQUIREMENTS.
LL=1
3" VTR
J� "
�3
2"
3/4" CW
WC -1 L-1
WC -1
4"
PLUMBING RISER DIAGRAM (ADD ALTERNATE NO. 1).
NOT TO SCALE
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NO.
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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 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.
A I A rr` r\ T A I ^
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 SWILL 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 SHALL PROVIDE ADEQUATE INFORMATION ON ANY PROPOSED
EXCEPTION TO THE SPECIFIED UST 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 SWILL 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 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,
SQUARED, SIEMENS, WESTINGHOUSE, OR EQUIVALENT.
PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL SAFETY SWITCHES INDICATING
EQUIPMENT SERVED.
FUSES TO BE BUSSMAN TYPE, DUAL—ELEMENT, TIME DELAY, TYPE RK5.
DIVISION 16 - ELECTRICAL SPECIFICATIONS
LIGHT FIXTURES
LIGHT FIXTURE SCHEDULE SHOWS REQUIRED TYPE OF FIXTURES ONLY. DETERMINE
MODIFICATIONS REQUIRED TO MAKE FIXTURES SUITABLE FOR CEILINGS AS INSTALLED., AND
FURNISH FIXTURES ADAPTED TO THE CEILING USED. FIXTURES SWILL. BE U.L APPROVED.
THIS CONTRACTOR SHALL PROTECT THE FIXTURES AND LAMPS, AND SHALL REPLACE
BROKEN PART'S. ALL LENSES AND LOUVERS IN ANY AREAS SHALL BE CLEANED AFTER ALL
TRADES HAVE COMPLETED THOR WORK IN THAT AREA.
r%Ae%rlAIAv
ALL RACEWAY ROUTED CONCEALED ABOVE COLING 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 OUTLET$ JUNCTION OR PULL BOXES, AND CABINETS MUST
TERMINATE WITH A LOCKNUT AND BUSHING, EXCEPT AT EXPOSED CAST BOXES WHERE
THEY MAY BE OMITTED. RIGID CONDUIT SHALL BE INSTALLED WITH DOUBLE LOCKNUTS
AND BUSHING.
COUPLINGS, CONNECTORS, AND FITTINGS FOR EMT SHALL BE STEEL SETSCREW.
FLEXIBLE METAL CONDUIT SHALL BE USED FOR CONNECTIONS TO LIGHTING FIXTURES,
FIXED APPLIANCES AND MOTORS WHERE FLEXIBILITY IS REQUIRED. FIXTURE WHIPS MAY BE
1/2' TO 3/8' TO INDIVIDUAL FIXTURES AND ALL OTHER SHALL BE 1/2'.
PVC CONDUIT SHALL BE INSTALLED WITH FACTORY ELBOWS AND FITTINGS. USE ONLY
APPROVED SOLVENT GLUE FOR THE CONDUIT AND FITTINGS. FIELD BENDING OF PVC
CONDUIT MAY BE PERFORMED ONLY WITH THE CONDUIT MANUFACTURER'S 'HOT BOX'
APPROVED BENDERS.
ALL CONDUCTORS MUST BE IN A RACEWAY. NO BX OR ROMEX ALLOWED. MX TYPE IS
ALLOWED WHEN ITS' USE IS PERMITTED BY THE AUTHORITIES HAVING JURISDICTION.
CONDUCTORS
ALL CONDUCTORS SHALL BE #12 COPPER (MINIMUM) WITH THHN/THWN INSULATION AND
SHALL CONFORM TO THE CURRENT ISSUE OF THE N E.C. ARTICLES 300 AND 310, AND
SHALL MEET ASTM SPECIFICATIONS. ALL CONDUCTORS SHALL BE NEW FREE OF KINKS
AND OTHER DEFECTS WHEN INSTALLED.
MINIMUM WIRE SIZE SHALL BE NO. 12 (EXCEPT NO. 14 FOR CONTROL WIRING) AND SHALL
BE SOFT DRAWN COPPER, SOLID WITH THWN/THHN INSULATION IN SIZES THROUGH NO. 10
AND STRANDED WITH THWN/THHN INSULATION FOR NO. 8 AND LARGER.
INSULATION SHALL BE SUITABLE FOR 600 VOLTS AND MUST BEAR THE CONDUCTOR SIZE,
TYPE OF INSULATION, AND THE MANUFACTURER'S NAME STAMPED AT REGULAR INTERVALS.
COLOR CODING SHALL BE AS FOLLOWS:
SYSTEM VOLTAGE: 240/120 VOLT
PHASE A BLACK
PHASE B RED
PHASE C BLUE
NEUTRAL WHITE
GROUND GREEN
COLOR CODE SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM FROM MAIN
SWITCH THROUGH ALL BRANCH CIRCUITRY.
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 MUSE OBTAIN ROUGH—IN INFORMATION FROM OTHER
CONTRACTORS AND VERIFY THE ACTUAL PURCHASED EQUIPMENT PRIOR TO INSTALLATION.
VERIFY THE THERMAL CONDITIONS OF THE EQUIPMENT BASED ON NAMEPLATE DATA AND
CONNECT AS THE LISTING REQUIREMENTS ARE STATED USING THE SPECIFIED MATERIALS.
ALL POWER AND CONTROL CIRCUITS FOR ELECTRICAL EQUIPMENT REQUIRING ELECTRICAL
CONNECTIONS ARE BASED ON THE DESIGN AS INDICATED WITHIN THE CONTRACT
DOCUMENTS. THE DIVISION 16 TRADESMAN SHALL VERIFY ALL PURCHASED EQUIPMENT
THAT REQUIRES ELECTRICAL CONNECTION WITH THE RESPONSIBLE CONTRACTOR OR VENDOR
PRIOR TO ELECTRICAL ROUGH—IN. ANY DEVIATIONS IN EQUIPMENT ROUGH—IN
REQUIREMENTS FROM THE CONTRACT DOCUMENTS SHALL BE CONSIDERED A COORDINATION
ITEM THAT THE ELECTRICAL TRADESMAN SHALL DISCUSS WITH THE OTHER TRADES
INVOLVED.
APPARATUS IDENTIFICATION
PANELBOARDS, CIRCUIT BREAKERS, DISCONNECT SWITCHES AND OTHER APPARATUS USED
FOR THE OPERATION AND CONTROL OF CIRCUITS, APPLIANCES AND EQUIPMENT SHALL BE
PROPERLY IDENTIFIED BY MEANS OF ENGRAVED LAMINATED PLASTIC DESCRIPTIVE
NAMEPLATES MOUNTED ON THE APPARATUS USING PERMANENT CONTACT CEMENT. PROVIDE
TO THE OWNER UPDATED PANEI"D 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 SWATCH: 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
w
®
EXIT FIXTURE — SINGLE OR DOUBLE FACE
w
�
DIRECTIONAL ARROWS AS SHOWN ON PLANS
AFF
ABOVE FINISHED FLOOR
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, +48' A.F.F.
E
EXISTING
$3
THREE WAY SWITCH, +48' A.F.F.
OF
EXHAUST FAN
-m
$r
ROTARY TIME SWITCH, INTERMATIC IFD60MC—IVORY OR EQUAL
ENC
ELECTRIC WATER COOLER
DUPLEX RECEPTACLE, NEMA 5-20R
EWH
ELECTRIC WATER HEATER
DUPLEX RECEPTACLE MOUNTED 48' A.F.F.
FF
FINISHED FLOOR
®
30A, 250V RECEPTACLE, 48' A.F.F.
GFl
GROUND FAULT CIRCUIT INTERRUPTING
0
JUNCTION BOX
GND
GROUND
PANELBOARD, 240/12OV, SEE PANELBOARD SCHEDULE
KAIC
KILO—AMPERES OF INTERRUPTING CURRENT
NEMA 3R METER BASE AND SOCKET. METER BY POWER CO.
M.C.B.
MAIN CIRCUIT BREAKER
/__R�PA-1,3,5
HOMERUN TO PANEL (ONE ARROW PER CIRCUIT)
S/N
SOLID NEUTRAL
CONDUIT CONCEALED IN WALLS
TTB
TELEPHONE TERMINAL BOARD
—'
CONDUIT EXPOSED
TYP.
TYPICAL
CONNECTION TO EQUIPMENT
XFMR
TRANSFORMER
j
ZP
FUSED DISCONNECT SWITCH, S/N, 2 — POLES, 60 — FRAME SIZE, 40 — FUSE SIZE
V
VOLT
2240
GARAGE DOOR OPENER CONTROL PAD, +48' A.F.F.
WP
WEATHERPROOF OR NEMA 3R
RM- 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.
I�
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o
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mall
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1. PROVIDE ENERGY SAVING LAMPS AND BALLASTS.
2. ALL EXIT AND BATTERY PACK LIGHT FIXTURES SHALL BE CONNECTED AHEM OF ROOM LIGHT SWITCHING.
3. EQUAL MANUFACTURERS TO BE LITHONIA, LIGHTOLIER AND COOPER.
3. VERIFY AND COORDINATE EXACT FIXTURE MOUNTING HEIGHTS WITH THE OWNER PRIOR TO ROUGH -IN.
LTX -4
FEEDER/ CONDUIT SCHEDULE
ID MARK
WIRE SIZE
(AHS)
6ROUN17
SIZE (AHS)
CONDUIT
SIZE
®
LIGHT FIXTURE SCHEDULE
#10
3/4'
®
LIGHT FIXTURE DATA
LAMP DATA
BALLAST DATA
DESCRIPTION
SURFACE
CIRCUITS:
42
ID
MANUFACTURER
MODEL NUMBER
_
TYPE WATTS QTY.
_
TYPE VOLTS
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
SQUARE D•
NQOD AIC RATING:
10K
A
LITH ONIA
UN S 2 32 120
FLUORESCENT i 32 2
ELECTRONIC 120
i
W......._.».». » W»..... ».._»W._..__,__..» »»». »...__.W,....... _.._,..__.
4' HEAVY-DUTY FLUORESCENT STRIP, 2 -LAMP, HIGH GLOSS BAKED ENAMEL
NO.
CB
TRIP
LOAD SERV D
REC
KVA
LTG
OTHER...
SERVE GARAGE DOOR OPENER.
^ I
FINISH
k
THE BOTTOM OF CONTROLS. PROVIDE ALL NECESSSARY INTERCONNECTIONS TO THE
C2
DAYBRITE
CD22OW-120
F2OT12 20 t 2
ELECTRONIC 120
2' FLUORESCENT WALL BRACKET, 6' ABOVE THE MIIRROR
C
20 1
.......
1
2
.:.....
20 1
........
FLUORESCENT €
-
..............
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...... ........
1.20
.. ........... ............ ...... ............ ........
;GARAGE DOOR OPENER....(1�2HP)
H
LffHONV1
TWA 100A 120 SF LPI
METAL HAU DE 100 1
€
HPF 120
;
»
SELECTION BY OWNER
DIE-CAST ALUMINUM WALLPACK, LAMP INCLUDED, FINISH ,
,.
1.. »..1.».
::...................:::::H.m.»._
0.26
€ GAR
0.54 RECEPT. LT
20 1
MEDIUM BASE f
I
FUSED, INSTALL AT N9'-0' A.F.G. TO BOTTOM
». .
1120
RECEPT., LTG., HANGAR
0.36
...................
K
.. ....... ......... ....._.. .»............. :..:
DAYBRITE NITE BRITES
............ ..:::::.: ........ .......:. .........
FU 400 M 120 ISF WRABH GG1
......... .::::. :...... . ......:.. ............:... ,
METAL HALIDE 400 1
»
HPF
INTERMEDIATE FLOODLIGHT, DIE-CAST ALUMNINUM, GASKETED,
8
20 2
MOTORIZED AIRCRAFT DOOR 2HP
1„38
„1.38
1.38
DARK BRONZE POLYESTER FINISH, INSTALL AT N14'-6' A.F.G. TO BOTTOM
--- ---
9
9
LL.».»..._....._.
......._..
XEM
MCPHILBEN
CCAXL-I-G-W-H
LED 8 2
- 120
COMBINATION EMERGENCY BATTERY FIXTURE AND SINGLE GREEN
»
0.20
_.....»_ �W.......___._._uu.»_u.......__
, G HANGAR
. 0.36 , LTG.,
I 1
f
11
1 2
MR16 HALOGEN
RE CEPT. LTG. HANGAR
FACE EXIT LIGHT, WHITE HOUSING, EMERGENCY NI -CAD BATTERY
0.20
1.38 ;
1 MOTORIZED AIRCRAFT DOOR (2HP
20 y.. 2
13
3
20 , »2»
sm
1. PROVIDE ENERGY SAVING LAMPS AND BALLASTS.
2. ALL EXIT AND BATTERY PACK LIGHT FIXTURES SHALL BE CONNECTED AHEM OF ROOM LIGHT SWITCHING.
3. EQUAL MANUFACTURERS TO BE LITHONIA, LIGHTOLIER AND COOPER.
3. VERIFY AND COORDINATE EXACT FIXTURE MOUNTING HEIGHTS WITH THE OWNER PRIOR TO ROUGH -IN.
LTX -4
FEEDER/ CONDUIT SCHEDULE
ID MARK
WIRE SIZE
(AHS)
6ROUN17
SIZE (AHS)
CONDUIT
SIZE
®
2010
#10
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 (lYP.).
2.
ALL HOMERUNS TO BE 110 THHN/THWN CU. IN 3/4' EMT C. MINIMUM, UNLESS SHOWN,
MAIN AMPS:
200 M.C.B. WIRE: 3
3.
MOUNTING:
SURFACE
CIRCUITS:
42
L OF LIGHT FIXTURES TYPE 'K AND H . INTERMATIC K4321 C
THIS BUILDING FOR CONTROL #
SERVICE:
240/120 V OPTIONS: NEMA 3R
TYPE:
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
SQUARE D•
NQOD AIC RATING:
10K
ROUTED BELOW 18' A.F.F. TO BE EXPLOSIONPROOF TYPE
KVA
. . ..I LOAD SERVED
OTHER LTG REC
CB
POLE TRIP
CKT
NO.
[��pyCKT
A B
NO.
CB
TRIP
LOAD SERV D
REC
KVA
LTG
OTHER...
SERVE GARAGE DOOR OPENER.
^ I
PROVIDE A SURFACE MOUNTED GARAGE DOOR PUSHBUTTON CONTROLS AT +48' A.F.F. TO
l:/
THE BOTTOM OF CONTROLS. PROVIDE ALL NECESSSARY INTERCONNECTIONS TO THE
;POLE
4
LOCATION OF PANELBOARD AND METERING.
5 -
PROVIDE A WALL SURFACE MOUNTED 60A, 24OV, 10, S/N NEMA 1 OVERHEAD AIRCRAFT
} 1.46
1 LTG EXTERIOR
20 1
.......
1
2
.:.....
20 1
........
LTG, EXTERIOR . .......
_ ........... ...
...:...
1 10
.. .....::.......::::
=
...... ........
1.20
.. ........... ............ ...... ............ ........
;GARAGE DOOR OPENER....(1�2HP)
20 . .:1...»_
....:3..
»...::..::..
4 .
, 20 1...
LTG, EXTERIOR.. _.....
..:.:.
1.. »..1.».
::...................:::::H.m.»._
0.26
€ GAR
0.54 RECEPT. LT
20 1
5
6
20 1
RECEPT., LTG., HANGAR
0.36
0.20
MOTORIZED AIRCRAFT DOOR 2HP
.
20 ; 2
7
8
20 2
MOTORIZED AIRCRAFT DOOR 2HP
1„38
„1.38
1.38
-----------------------
1-----
--- ---
9
9
LL.».»..._....._.
......._..
10 ._
--- --
---
F
1.38
I _.4._8
»
»
0.20
_.....»_ �W.......___._._uu.»_u.......__
, G HANGAR
. 0.36 , LTG.,
I 1
f
11
1 2
_
20 � 1
RE CEPT. LTG. HANGAR
0.3 6
0.20
1.38 ;
1 MOTORIZED AIRCRAFT DOOR (2HP
20 y.. 2
13
14
20 , »2»
MOTORIZED AIRCRAFT DOOR (2HP) » »
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1.38
1. 38
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15
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_
16
..............
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..... ............. .............
.....
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.::::
.............. .........
0.20
,..... ........ ................
0.36 RECEPT. LTG., HANGAR
.......... .....
20 1
.............
17
18........20...1......1..~~
.LTG., HANGAR _ .....w:»_....
_ 0.36
0.20
.........................:.....................:......................�..................
1.38 I
__..._..............._....................._.................
? MOTORIZED AIRCRAFT DOOR 2HP
20 2
...............
1.9....
...............
,
20
20 2
:RECEPT.,
MOTORIZED AIRCRAFT DOOR (2HP)
x...1..38
1.38
... .(:::::....)..
_
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--- ---
21
22
--- € ---
...._.. ....
-----
.. »:»...___ »��.... ......... ...........»......
_
...w�
1.38
0.20
0.36 ; RECEPT., LTG., HANGAR
..
23
:...�.:»..
...
_....»::.
24�
20
RECEPT.,_LTG., HANGAR...... W. . ......... W
.0.72
030
W
W..
1.38
_.__......W20»Y....1
= MOTORIZED AIRCRAFT DOOR (2HP)
_
20 2
25
26
20 2
MOTORIZED AIRCRAFT DOOR (2HP)....
1.38
: -----
_
---1--=
27
28
---
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W
_.... LL
1.38
_
0.05
�_.. .._.W........ .._..�uuu._...._..._.»_. » » ..
0.72 ; RECEPT., END HANGAR...:..::».......w......
_.
20...1
30
20 1
SPARE
3.22
1 ...........:.:...
;MOTORIZED AIRCRAFT DOOR (5HP)
n ._29
50 1 2
31
32
._1 .........:....
20 1
SPARE.
3.22
1----
---
33
34
20 1 .......
SPARE
....... ........ ..................
:............
0.39
....:... ......I.,.. ........... ......... ........
1 LTG., END HANGAR
.......
20 1
35
................._.......�.......
36
..
20 1
_ .. .:»:..^«.. »..�.�»:...
SPARE
-_..�...... _ .............,......... ...,.,,,,...... .........
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1.20
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i GARAGE DOOR OPENER 1 2HP
...........
................................................
20 1
.:.........
37
38
SPACE .......:.
,.........
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SPACE39
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40
I
'SPACE
41.
4i
PROVIDE:
CONNECTED KVA
4.14 1
6.36
; 30.92
HACR TYPE
CIRCUIT BREAKERS SERVING HVAC EQUIPMENT
DEMAND FACTOR
1.0 1
1.25
0.50
UPDATED TYPEWRITTEN DIRECTORY
DEMAND KVA
4.14 1
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
THEY PENETRATE (lYP.).
2.
ALL HOMERUNS TO BE 110 THHN/THWN CU. IN 3/4' EMT C. MINIMUM, UNLESS SHOWN,
NOTED OR SPECIFIED OTHERWISE
3.
ALL EXIT AND EMERGENCY BATTERY BALLASTS OF LIGHT FIXTURES TO BE CONNECTED
AHEAD OF LOCAL SWITCHING.
4.
PROVIDE AN EXTERIOR WALL FLUSH MOUNTED PHOTOCELL AT THE NORTHWEST CORNER OF
L OF LIGHT FIXTURES TYPE 'K AND H . INTERMATIC K4321 C
THIS BUILDING FOR CONTROL #
OR EQUAL INSTAL_ AS HIGH AS POSSIBLE
5.
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
INSTALLED AT +48' A.F.F. TO THE BOTTOM OF EACH DEVICE ALL CONDUIT AND FIRINGS
ROUTED BELOW 18' A.F.F. TO BE EXPLOSIONPROOF TYPE
KEY NOTES:
PROVIDE 30A, 24OV, 10, NEMA L6-30 TWISTLOCK RECEPTACLE IN SURFACE MOUNTED
METAL BACKBOX AND TYPE SJO 30/3 CORD WITH PLUG FOR THE AIRCRAFT OVERHEAD
RECEPT ACLE AT +48' A.F.F. . OF 8 .
DOOR MOTOR. INSTALL )
R%
PROVIDE A SURFACE MOUNTED 4'X4' JUNCTION BOX ABOVE GARDE DOOR OPENING TO
o
SERVE GARAGE DOOR OPENER.
PROVIDE A SURFACE MOUNTED GARAGE DOOR PUSHBUTTON CONTROLS AT +48' A.F.F. TO
l:/
THE BOTTOM OF CONTROLS. PROVIDE ALL NECESSSARY INTERCONNECTIONS TO THE
GARAGE DOOR OPENER MOTOR.
4
LOCATION OF PANELBOARD AND METERING.
5 -
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.
& 1 #6 CU. IN 2' C.
AER CO.'S TRANSFORMER
Jlr/ALL. IAV - I -V
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.
Cie'-)
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#10
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DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
PROPOSED HANGAR
%'
PROPOSE
HANGAR
f
HANGARS
ELECTRICAL
SITE UTILITIES
SHEET
FF. EL. 28.50
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FF. EL.
28.50
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(5ENERAL ELECTRICAL NOTES:
1. ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
SEALED WITH A FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE
WALLS, FLOORS OR CEILINGS THEY PENETRATE (TYP.).
2. ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4" EMT C. MINIMUM,
UNLESS SHOWN, NOTED OR SPECIFIED OTHERWISE.
3. ALL ELECTRICAL EQUIPMENT SHOWN DASHED IS EXISTING TO REMAIN,
UNLESS SHOWN OR NOTED OTHERWISE (TYP.).
4. FINAL LOCATION OF POWER AND TELECOMMUNICATIONS OUTLETS TO BE
COORDINATED WITH THE OWNER PRIOR TO ROUGH—IN.
5. ALL TERMINATED ENDS OF EMTPY UNDERGROUND OR STUBBED—UP
CONDUIT TO BE CAPPPED AND SEALED. PROVIDE TWO NYLON
PULLSTRINGS IN EACH CONDUIT FOR FUTURE CABLE PULLS.
5. ALL SECONDARY CONDUIT TO BE BURIED A MINIMUM OF 24" BELOW
FINISHED GRADE WITHIN TRAFFIC RATED AREAS, AND 18" BELOW FINISHED
GRADE IN NON—TRAFFIC OR LANDSCAPE AREAS (TYP.).
6. PRIMARY CONDUIT BURIAL DEPTH PER POWER CO'S REQUIREMENTS OR 36"
BELOW FINISHED GRADE (TYP.).
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.
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.
R�> 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.
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
10 MARK
WIRE SIZE
(AWS)
6RO"
SIZE (AWS)
00"IT
SIZE
®
2#10
#10
3/4"
f0toorw 111M
CRAPHIC SCALE
30 0 15 30 60
120
IN FEET)
> INCH = 60 FT.
# e
E. ZVONARYOV, P.E.
LICENSE #60953
Power Systems
Electrical Engineering & Consulting
FL. License /60953
11655 Swift Water Circle
Orlando, FL 32817
Phone/Fox: 407.243 6020
azpowersystems®bellsouth. net
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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=2mO