07-18-06 (10)ELECTRICAL NOTES
I.- CONTRACTOR SHALL FURNISH ALL LA130R, MATERIALS AND EQUIPMENT
A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE
DRAWINGS.
2.- COMPLY WITH THE N.E.C. AND THE So. Fla. BUILDING CODE
3.- PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM
4.- OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT.
5.- PROVIDE TEMPORARY POWER AND LIGHT OUTLES FOR USE BY
OTHER TRADES.
6.- PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES.
7.-- COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARCHITECTURAL
FEATURES.
13.- CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH
ALL EXISTING CONDITIONS.
9.-- ALL CABLE SHALL BE COPPER.
10.- INDOOR CONDUIT SHALL BE EMT.
.- OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC.
UNDER PAVED AKEAS IT SHALL BE ENCASED IN CONCRETE.
MINIMUN COVER SHALL 16 INCHES:
12.- ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR.
ELECTRICAL LEGEND
DUPLEX OUTLET (110V AT 8" AFF. TO CENTER)
SWITCH AT 48" AFF.TO CENTER.
3 3 -WAY SWITCH AT 48" AFF. TO CENTER.
II WALL MOUNT LIGHT FIXTURE
ELECTRICAL PANEL.
CEILING FAN W/
LIGHT FIXTURE
j
ELECT. SCHEDULE Bc NOTES
PROVIDE
3 NEW
CIRCUIT TO
EXISTING 200
AMP PANEL
EXISTING
COND
REMARKS
KW
PANEL
I POLE
1, 2
RANGE
CAN
CARRY
60
2
2 6
THE
STRIP HEATER (KW)
LOAD
&
SPARE
240
15
AVAL.
2
E L E C T R I C A L S C H ED U L E(EXIST. use zoo L MP
CIRCUIT USE
VOLT
AMP
AK
BREER
WIRE
COND
REMARKS
KW
TRIP
I POLE
1, 2
RANGE
240
AC25.OM.817 EER
60
2
2 6
3/4
STRIP HEATER (KW)
12
3, 4
WATER HEATER
240
15
30
2
3/4
4.5
7,8
STRIP HRT FAN ( AHU -1)
240
32
50
2
2 #8
1/2"
N.D.L.
17
910
A /C -1
240
20
30
2
MW
314"
N.D.L.
11.9
11,12
DRYER
240
20.1
30
2
3 #1 C
3/4
"
5
13.
WASHER MACHINE
120
4.5
20
1
2 #12
1/',"
1.5
14
REFRIGERATOR
120
3.0
20
1
2 #12
1/2"
1.3
15
DISHWASHER
120
4.5
201
1
2 #12
1/2"
1.5
16, 17
SMALL APPLIANCE
120
4.5
20
1 1
2 #12
112"
3.0
18 -25
GENERAL LIGHTING(EXIST)
120
15
1
2 #12
1/2"
2051 SQ.FT x 3W= 6153
6.15
19 -20
GENERAL LIGHTING(NEW)
120
15
1
2 #12
1/2"
353.4 SQ.FT x 3W= 1180.2
1.18
21
WALL A/C (NEW)
120
15
1
2 #12
112"
1.5
22
BATH GFI
120
15
1
2 #12
1/2"
1.5
L E S S N. D. L.
37.63
L 0 A D C A L C U L A T 1 0 N
100% FIRST 10 K.W. OF LOAD
10.0
40% OF REMAIN LOAD
27.63 x 407.= 11.05
11.05
N. D. L.
17
TOTAL LOAD FOR FEED ER
38.p5
TOTAL AMPS (WATTS VOLTS) 38050 x : 240= 158.54 AMPS.
ELECTRICAL PLAN
SCALE 1/4"=1"-0"
A/C EQUIPMENT SCHEDULE 2 TONS
A/C NUMBER:
1 UNITS
TOTAL COOLING (BTU /H):
25,000
C.F.M.
1000
LOCATION:
WALL
MANUFACTURER:
KENMORE
SERIAL NUMBER:
JK91421776
AIR HANDLER UNIT MODEL No.
AC25.OM.817 EER
SENSIBLE BTU /HR
15,200
LATENT BTU /HR
7,200
STRIP HEATER (KW)
10
SEER
12
REINFORCED MASONRY NOTES:
1. ALL STRUCTURAL CONCRETE BLOCK UNITS SHALL
CONFORM TO THE STANDARD SPECIFICATIONS FOR
HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, ASTM
C -90'
2. ALL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL
CONTINUITY OF THE CELLS TO BE FILLED, AND TO MAINTAIN
A CLEAR, UNOBSTRUCTED C❑NTINOUS VERTICAL CELL
MEASURING 2 INCHES BY 3 INCHES,
3, CLEANOUT OPENINGS SHALL BE PROVIDED AT THE
BOTTOM OF ALL CELLS TO BE FILLED IN ORDER TO VISUALLY
INSPECT THE CONTINOUS FLOW OF CONCRETE,
4. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE BOTTOM AND TOP OF THE CELL TO BE GROUTED,
MINIMUM LENGTH OF THE LAP SPLICE= 48 BAR DIAMETER.
MAXIMUM HEIGHT OF LIFTS TO BE LIMITED TO 4 FT. HIGH,
5. ALL CONCRETE USED FOR GROUTING SHALL BE PEAROCK
W/ A COMPRESSIVE STRENGTH OF 1 3,000 PSI AT 28 DAYS (10'
SLUMP)
6, MORTOR STRENGTH TO BE TYPE 'M' (2,500 PSI)
7. SEE SHEET S -5 FOR TYPICAL GROUTED CELL SECTION,
8, ULTIMATE COMPRESSIVE MASONRY STRESS (F`m) TO BE AS
FOLLOWS,
#5 ER 48' VERTICAL OR AS SHOWN ON PLAN
PR ❑VIDE 9 GA, LADDER -TYPE H❑RIZ. REINF. 2 16' O.C.
10. SPECIAL INSPECTOR REQUIRED FOR REINFORCED
MASONRY CONSTRUCTI ❑N,
cD
I
c
TIMBER N ❑TES
1 ALL TIMBER DESIGN AND FABRICATI ❑N SHALL CONFORM TO
LUMBER AND ITS FASTENINGS, NO LESS THAN DOUGLAS FIR
No. 2 MIN,
2 USE STRESS RATED TIMBER FOR ALL WOOD STRUCTURAL
MEMBERS WITH A MINIMUM BENDING STRESS OF 1200 PSI.
LUMBER USED FOR JOISTS, RSFTERS, TRUSSES, COLUMNS, BEAMS OR
ANY STRUCTURAL MEMBER SHALL BE OF A STRENGTH NO LESS
THAN DOUGLAS FIR. No. 2 MIN.
3 ALL TIMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE
TREATED (P.T.)
4 ALL TIMBER CONNECTORS INCLUDING BOLTS, WASHERS AND
NUTS SHALL BE GALVANIZED,
5 ALL SHEATHING SHALL HAVE THE THICKNESS CALLED FOR
IN PLANS. PLYWOOD PANELS SHALL BE NAILED TO SUPPORTS
WITH 8D NAILS AT 6' O.C. THRUOUT & 10d AT 4' O.C. AT GABLES
PLYWOOD CLIPS SHALL BE USED WHERE PLYWOOD SHEETS
ABUT EACH OTHER,
6 LUMBER USED FOR STUDS IN EXT. WALLS AND IN INT. BEARING
WALLS SHALL BE OF A STRENGTH NOT LESS THAN STUD GRADE
OF DOUGLAS FIR,
7 LUMBER USED FOR STUDS IN INTERIOR NON- BEARING PARTITIONS
SHALL BE USED OF A STRENGTH NOT LESS THAN UTILITY GRADE,
8 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE.
281_7„
V-13"
ROOF FRAMING PLAN
SCALE 1/4"=1"-0"
nn ol /ov U.S.P.) GALV. MTL. STRAP
10d NAILS
o.01- 0912.05
APACITY= 1040LBS.
REFER TO ROOF FRAMING
PLAN FOR FORMED CAST
IN PLACE TIE BM.
strap detail
( ANCHORAGE DTL.) scale: N.T.S.
Drill 4.5/ "O 6" D p I�ol to
ECeneow�s ands e w
poxy rou
Existing concrete
tie beam
tar Column
4 #5 x 1'4" J
Dowels anchored
w /epoxy Grout rah 1'6" O.G.
at existing Conc. Block Wall
DETAIL # S -2
scale: N.T.S.
CUT EXIST. OH. AS REQ'D.
2" x 10" WD. JOISTS ® 16" O.C.
RT 18 (BY U.S.P.) GALV.
(N.O.A. # 01- 0912.05 UL= 1020 )
TWISTED STRAP (18) -10D NAILS
TO EA. JOIST & 2) 1 2-x6" "
TAPCON SCREWS ATTACHED TO
EXISTING TIE BEAM
connection dletail
scale: N.T.S.
U -220 GA. GAL V. MTL.JOIS T HANGER
JS/ IL
TOYHE DER W/ (8)-16d NAILS
ACCEPTANCE No: 01- 0417.11 UL= 1820
APPROVED: O6(�8[01
EXPIRES: a7' /a 0 2" x 12" WD.
OUTLOOKERS
n n n 0 24" O.C.
SEE FULL SECTION FOR
GALV. STRAP NOTES
outlooker detail
scale: N.T.S.
3
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Project No.:
0603 -28
Date:
03 -30 -2006
Drawn By:
D.P.
SCALE:
NOTED
Sheet No.
3
3 OF 3