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9" 1'-0" 9"
1'-0
"2'
-0"
2'-0
"
3'-0
" M
IN.
8"
9" 1'-0" 9"
1'-0
"2'
-0"
2'-0
"
3'-0
" M
IN.
8"
9" 1'-0" 9"
1'-0
"2'
-0"
3'-0
" M
IN.
7"
1"
#4 BARS @ 48" O.C.
CONCRETE SLAB.SEE PLAN.
8" 2'-6" 8"
1'-0
"
(3) #4 BARS
SEE FLOOR PLANFOR WALL TYPE.
1" DEEP CONTROL JOINT
9" 1'-0" 9"
1'-0
"2'
-0"
3'-0
" M
IN.
8"
1"1"
2"TOP OF STEPELEV = 102'-1 3/8"
BOTTOM OF STEPELEV = 99'-10"
4 R
ISER
S @
6-1
5/16
"
= 2'
-35 8"
3 TREADS @ 12" = 3'-0"
2'-6
"
8"
3'-1"
4"1'-1112"
4" M
IN.
3'-0
"
3'-0
"
1'-0"
8"
8"
2'-6
" M
IN.
8" 4'-912"
101 4"
BOX OUT FTG FORTUB DRAIN
HOLD FOUNDATIONWALL DOWN ATDOOR (TYPICAL)
4" CONC. SLAB W/ 6X6 W1.4XW1.4 WWM OVER10 MIL POLY VAPOR BARRIER & 4" GRANULAR FILL.TURN VAPOR BARRIER UP AT ALL EDGE &. TAPEALL LAPS.
Structural Design CriteriaAPPLICABLE BUILDING CODE:2005 INDIANA RESIDENTIAL CODE (readopted 2011)2009 IRC for Chapter 11 Energy Code (adopted 2012)
ROOF LOADLIVE LOAD: 20 PSFDEAD LOAD: 20 PSF
FLOOR LOADLIVE LOAD: 40 PSF (EXTERIOR BALCONY 60 PSF)
DEAD LOADS:PLYWOOD 2.7 PSF34" GYPCRETE 7.0 PSFGYP BOARD CLG 2.8 PSFFINISH FLOORING 10.0 PSFWOOD FRAMING 3.0 PSFLIGHTS, PIPING 2.0 PSF
TOTAL DEAD LOAD: 27.5 PSFTOTAL FLOOR LOAD: 67.5 PSF
SNOW LOADSGROUND SNOW LOAD (Pg): 20 PSFDRIFTING PER ASCE 7-10
SEISMIC LOADSOCCUPANCY/RISK CATEGORY: IISITE CLASS: CIMPORTANCE FACTOR: I=1.0SEISMIC DESIGN CATEGORY: B ( PER INDIANA TABLE R301.2(1)DESIGN SPECTRAL: SDs=0.138RESPONSE COEFFICIENTS: SD1=0.117
WIND LOADSBASIC WIND SPEED 90 MPH (PER INDIANA TABLE R301.2(1)WIND IMPORTANCE FACTOR 1.0EXPOSURE CATEGORY B
FOUNDATION SOIL BEARING ALLOWABLE BEARING PRESSURE: 1,500 PSF
Foundation Notes
5.
1.
3.
4.
2.
6.
9.
10.
8.
7.
CONTROL JOINTS TO BE SPACED NO MORE THAN 30X THE SLABTHICKNESS. 4" SLAB - 10'-0" O.C. MAX.
SOFT-CUT CONTROL JOINTS IN CONCRETE SLAB AT COLUMN LINES,AND ELSEWHERE AS SHOWN ON DRAWINGS, WITHIN 24 HOURS OFPOUR.
ALL CONCRETE SLABS TO RECEIVE TWO COATSOF SONNEBORNE "KURE-N-SEAL". ONE COAT @END OF JOB PRIOR TO C.O.
DRAINAGE FILL SHALL BE CRUSHED STONE OR RIVER GRAVEL.
REINFORCING STEEL SHALL BE 60 KSI, TYPE "S", DEFORMED BARS.
THE CONTRACTOR SHALL VISIT THE SITE ANDVERIFY ALL EXISTING CONDITIONS.
FOOTINGS HAVE BEEN DESIGNED BASED ON 1,500 PSF ASSUMEDSOIL BEARING CAPACITY. NOTIFY ARCHITECT IMMEDIATELY IFANY SOFT POCKETS OR "PUMPING" OF SOIL IS ENCOUNTERED.
MINIMUM DEPTH FOR ALL FOOTINGS FOR EXTERIOR WALLS TO BE2'-6" BELOW FINISH GRADE. ALL FOOTINGS MUST BE ONUNDISTURBED EARTH. (FOOTINGS ON FILL ARE PROHIBITED)
MINIMUM CONCRETE PROTECTION FOR STEEL: 3/4"FOR SLABS, 1-1/2" FOR WALLS, 3" FOR FOOTINGS.
ALL CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF3,500 PSI AT 28 DAYS. ALL CONCRETE EXPOSED TO TEMPERATURECHANGES TO HAVE 4-6% AIR ENTRAINMENT.
11. COORDINATE FOUNDATIONS WITH PLUMBING PLAN.
SEE PLAN FORREINFORCING
SEE
PLA
NSE
EPL
AN
1 3 DEP
TH
OF
CO
NC
RET
E
DO NOT CUTREINFORCING AT JOINT.
18"
1 4 D
EPT
H O
FC
ON
CR
ETE
WILL SAFELY SUPPORT MEN AND EQUIPMENTSLAB SHALL BE SAWN AS SOON AS THE CONCRETE
SEE PLAN FORREINFORCING
SEE
PLA
NSE
EPL
AN
GRANULAR FILL
1 3 D
EPT
H O
F C
ON
CR
ETE
1 3 D
EPT
H O
F C
ON
CR
ETE
CARRY REINFORCINGTHROUGH JOINT.
1'-0"
2'-0"
Typ. Slab On GradeConstruction Joint DetailNO SCALE
Control Joint DetailNO SCALE
Typ. Slab On Grade
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COPYRIGHT by KovertHawkinsALL RIGHTS RESERVED
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full size plot scale: 0
North DuplexFoundation Plan
2'-0"1/4"=1'-0" 4'-0"
OPEN FOR STAIR
11-7/8" TJI-110 @ 16" O.C.
11-7
/8" T
JI-11
0 @
16"
O.C
.PR
TR
2X
10 @
16"
O.C
.
2X6
@ 1
6" O
.C.
(2)
PR
TR
2X
12 B
EAM
INTERIOR LOAD BEARING WALL(TYPICAL)
(3)
PR T
R 2
X10
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
(3) PR TR 2X10 HEADER
(2)
PR T
R 2
X10
HEA
DER
(2)
PR T
R 2
X12
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
11-7
/8" T
JI-11
0 @
16"
O.C
.
(3)
PR T
R 2
X10
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
(3)
PR T
R 2
X10
HEA
DER
TYPICAL 2X4 FRAMING@ 16" O.C.
(3)
1-3
/4"
X 1
1-7/
8" L
VL
(2.0
E)
(3)
1-3
/4"
X 1
1-7/
8" L
VL
(2.0
E)
TYPICAL 2X4 LOOKOUTS @ 16" O.C.
TYPICAL 2X4 LOOKOUTS @ 16" O.C.
TRU
SS R
-1 @
2'-0
" o.
c.T
RUSS
R-2
@ 2
'-0"
o.c.
GABLE END TRUSS #1
GABLE END TRUSS #2
TRU
SS R
-3 @
2'-0
" o.
c.
TYPICAL 2X4 FRAMING@ 16" O.C.
TRU
SS R
-4 @
2'-0
" o.
c.
Pre-Engineered Wood Truss Notes Wood Framing Notes1. FABRICATE TRUSSES WITH WOOD CHORDS AND METAL OR WOOD WEBS IN ACCORDANCE DESIGNS
CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT DESIGNS TO ARCHITECT FOR REVIEW PRIORTO FABRICATION.
2. FABRICATE AND INSTALL METAL CONNECTOR PLATES IN ACCORDANCE WITH LATEST EDITION OF "TRUSSPLATE INSTITUTE" STANDARDS AND PROCEDURES
3. TRUSS ELEVATIONS ARE DIAGRAMMATIC, AND ARE INTENDED TO SHOW SPAN LENGTH, BEARING POINTS,REQUIRED OPENINGS AND DEPTH. EXACT SIZE, GRADE, QUANTITY AND CONFIGURATION TO BE INACCORDANCE WITH ENGINEER'S DESIGN.
4. CAMBER TRUSSES TO EQUAL DEAD LOAD DEFLECTION.5. LIVE LOAD DEFLECTION CRITERIA = L/240 MAXIMUM.6. PREPARE COMPLETE SHOP DRAWINGS FOR FIELD ERECTION. MARK AND LOCATE ALL TRUSSES ON
DRAWINGS. INDICATE ALL BRACING AND ANCHORING.7. DESIGN LOADS:
SEE STRUCTURAL DESIGN CRITERIA SCHEDULEROOF TOP EQUIPMENT LOADS. COORDINATE WITH MECHANICAL CONTRACTOR.
8. TRUSS MANUFACTURER IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND FIELD CONDITIONS.9. DESIGN ALL TRUSS CONNECTOR PLATES USING AN EXTRA SAFETY FACTOR OF 1.20 IN ADDITION TO THE
STANDARD DESIGN REQUIREMENTS INDICATED IN NOTE 6 ABOVE.10. WHERE #3 LUMBER IS USED FOR WEBS OVERSIZE PLATES TO ENSURE ADEQUATE EMBEDMENT11. 2'-0" MAXIMUM SPACING OF TRUSSES.12. PROVIDE TRUSS HANGERS AND HOLD DOWNS AS REQUIRED.13. DUCTWORK RUNS THROUGH FLOOR JOIST. CONTRACTOR TO COORDINATE WITH MECHANICAL
CONTRACTOR FOR REQUIRED CLEARANCES. SEE MECHANICAL PLAN FOR DUCT SIZES AND ROUTING.
1. ALL FRAMING LUMBER FOR EXTERIOR AND LOAD BEARING WALLS TO BE KILN DRIED, NO. 2SOUTHERN PINE OR BETTER.
Fb (single) = 1300 psiFb (repetive) = 1500 psiFv = 175 psiFc = 1600 psiE = 1600 ksi
2. PROVIDE ALL FRAMING, CONNECTORS, BLOCKING, BRACING AND CONNECTORS NECESSARYFOR A COMPLETE AND FINISHED INSTALLATION OF THE HIGHEST QUALITY WORKMANSHIP.ALL FRAMING TO BE LEVEL, TRUE, EVENLY CROWNED, AND SECURE. PROVIDE TEMPORARYBRACING AND SHORING AS REQUIRED TO MAINTAIN STRUCTURE IN SAFE AND STABLECONDITION UNTIL ALL ROUGH CARPENTRY WORK IS COMPLETE.
3. ALL TRUSS AND JOIST CONNECTORS TO BE SIMPSON "STRONG-TIE" OR EQUIVALENT4. ALL FRAMING CONNECTORS TO BE COMMON WIRE NAILS.5. ALL EXTERIOR WALLS ARE SHEAR WALLS. SEE SHEAR WALL NOTES.6. ROOF SHEATHING TO BE MIN. 5/8" (19/32") APA RATED PLYWOOD SHEATHING, EXPOSURE 1.
BLOCK ALL UNSUPPORTED SHEATHING EDGES WITH 2X4 BLOCKING. NAIL SUPPORTEDEDGES WITH 8d NAILS AT 6" O.C.. NAIL INTERMEDIATE SUPPORTS WITH 8d NAILS AT 12" O.C.
7. NON-BEARING WALL HEADERS AT OPENINGS UP TO 6'-0" WIDE TO BE (2) 2X68. PROVIDE SIMPSON H10A CONNECTOR AT ALL TRUSSES BEARING ON STUD WALLS9. MICRO LAM BEAM ALLOWABLE DESIGN STRESSES:
Fb = 2600 psiFv = 285 psiFc (parallel) = 2510 psiFc (perpendicular) = 750E = 1900 ksi
10. PARA LAM COLUMN ALLOWABLE DESIGN STRESSES:Fb = 2400 psiFv = 190 psiFc (parallel) = 2500 psiFc (perpendicular) = 425E = 1800 ksi
11. PROVIDE FRAMING FOR DRAFTSTOPPING AT ATTICS AND EAVES AT 60'-0" O.C. MAX. ANDMAX. 3,000 S.F. AREA, OR AS INDICATED ON DRAWINGS. SEE SHEET S201.
12. PROVIDE FRAMING FOR DRAFTSTOPPING AT STUD WALLS AT LINE OF CEILING.13. APPLY CONSTRUCTION ADHESIVE TO SEAT OF JOIST HANGERS.14. PROVIDE SIMPSON TRUSS FACE MOUNT HANGERS UNLESS OTHERWISE NOTED. FILL ALL NAIL
HOLES AS REQUIRED.15. PROVIDE PRESSURE TREATED WOOD LUMBER WHERE IN CONTACT WITH CONCRETE OR
CONCRETE BLOCK OR STEEL.16. PROVIDE WEB STIFFENERS AS REQUIRED BY TRUSS MANUFACTURER.17. COORDINATE LOCATION OF PLUMBING FIXTURES AS REQUIRED TO AVOID CONFLICT WITH
SANITARY DRAINS. PROVIDE ADDITIONAL TRUSS AS REQUIRED TO AVOID PLUMBINGFIXTURE DRAINS. SEE PLUMBING PLAN FOR LOCATION OF FIXTURES.
18. ALL TRUSS REFERENCES TO BEAM AND JOIST HANGERS ARE BASED ON SIMPSON STRONG TIEBRAND.
19. STUD SPACING FOR ALL EXTERIOR WALLS: 16" O.C. UNLESS NOTED OTHERWISE. STUDSABOVE OVERHEAD DOOR LINTEL TO BE 12" O.C. UNLESS NOTED OTHERWISE.
20. ALL CORNERS TO HAVE MIN. 4'-0" LONG 1532" APA-RATED STRUCTURAL PLYWOOD. BLOCK
ALONG PANEL EDGES AND ATTACH TO STUDS AND BLOCKING WITH 8d COMMON NAILS AT6" O.C ALONG PANEL EDGES AND 8d AT 12" O.C. IN FIELD OF PANELS.
** PROVIDE 8" MIN. BEARING EA. END OF LINTEL **
**FOR LINTELS NOT OTHERWISE SHOWN OR NOTED**
Miscellaneous Lintel (ML) Schedule
STEEL LINTELS (FOR BRICK VENEER)
OPENINGS 4'-0" WIDE AND LESS: USE ANGLE 3-1/2"x3-1/2"x5/16"OPENINGS 4'-1" WIDE TO 6'-0" WIDE: USE ANGLE 4"x3-1/2"x5/16"OPENINGS 6'-1" TO 9'-0" WIDE: USE ANGLE 5"x3-1/2"x5/16"OPENINGS 9'-1" TO 11'-0" WIDE: USE ANGLE 6"x3-1/2"x5/16"
Wood I-Joist Notes
125
125
125
125
125
125
125
125
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COPYRIGHT by KovertHawkinsALL RIGHTS RESERVED
c
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1 2 3 4 5 6
EQUA
L HOU
SING
OPPO
RTUN
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8152
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TU
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Indi
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, IN
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full size plot scale: 0
North DuplexFloor Framing Plan
2'-0"1/4"=1'-0" 4'-0"
full size plot scale: 0
North DuplexRoof Framing Plan
2'-0"1/4"=1'-0" 4'-0"
Plumbing Fixture ScheduleDescriptionType CW HW
L-1
SAN VENT
SK-1
WC-1
SH-1
FHB
CO
FD
WH-1
WHA
DW
WM
Plan Key Notes
(2) 1" DOMESTIC WATER SERVICE PIPING, SEE CIVIL.
1" DOMESTIC WATER SERVICE PIPING FROM METER; PROVIDE SHUTOFF VALVE IN LINE IN UTILITY ROOM, LOCATE AT 60" AFF (MAXIMUM)
1" DOMESTIC WATER SERVICE PIPING FROM METER UP TO 2NDFLOOR APARTMENT. PROVIDE SHUT-OFF VALVE IN UTILITY ROOM AT60" AFF (MAXIMUM).
DOMESTIC HOT AND COLD WATER PIPING TO BE COMPLETELYCONCEALED IN WALLS, CEILINGS, OR SOFFITS.(TYPICAL AT ALL APARTMENTS)
EXTEND HOT WATER PIPING FROM KITCHEN SINK THROUGHCABINETRY TO DISHWASHER UNIT. PROVIDE SHUT OFF VALVE.
PROVIDE ACCESS PANEL TO SHUT OFF VALVE IN WALL
DOWN TO FIRST FLOOR
SYMBOL
1
2
3
4
5
114-1541-11
100
Water Hammer Arrester Schedule
UNITS
Z-1700ZURN
FIXTURE
TYPE
33-60
200
12-32
300
61-113
400 500
BA C D E
NOTE:ALL FLOOR/CEILING ASSEMBLIES ARE 1-HOUR RATED. ALL PIPINGPENETRATIONS OF THE RATED FLOOR/CEILING ASSEMBLY MUST BEMADE WITHIN THE WALL STUD CAVITY SPACE AND MUST BE FIRESEALED WITH 1-HOUR RATED FIRESTOPPING AT EACHFLOOR/CEILING OR ROOF/CEILING ASSEMBLY.
LEGEND
6
7
Bedroom07
Closet07A
Bedroom06
Closet06A
Vanity04A
Utility03
Closet02A
MW
DWLiving Room01
Kitchen02
Bath04
Hall05
Linen04B
Storage08
WC-1
COSH-1
L-1
SK-1
DW
WH-1
WM-1
FD
CONNECT TO SANITARY SEWER, SEE CIVIL
Bedroom07
Closet07A
Bedroom06
Closet06A
Vanity04A
Utility03
Closet02A
MW
DWLiving Room01
Kitchen02
Bath04
Hall05
Linen04B
Storage08
WC-1
COSH-1
L-1
SK-1
DW
WH-1
WM-1
FD
CONNECT TO SANITARY SEWER, SEE CIVIL
7 7
7
7
7
Bedroom07
Closet07A
Bedroom06
Closet06A
Vanity04A
Utility03
Closet02A
MW
DWLiving Room01
Kitchen02
Bath04
Hall05
Linen04B
Storage08
FPHB
6
WC-1
SH-1
L-1
SK-1
DW
WH-1
WM-1
FD
5
3/4"
1"
4
3
Bedroom07
Closet07A
Bedroom06
Closet06A
Vanity04A
Utility03
Closet02A
MW
DWLiving Room01
Kitchen02
Bath04
Hall05
Linen04B
Storage08
FPHB
6
FPHB
6
WC-1
SH-1
L-1
SK-1
DW
WH-1
WM-1
FD
5
3/4"
3/4"
1"
1 1"
4
2
3
Sheet
Cer
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d By
Rev
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Proj
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No.
Che
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By
Dra
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Dat
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Notice
630
Wal
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Stre
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ffers
onvi
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N 4
7130
812.
282
. 955
481
2. 2
82. 9
171
FAX
ww
w.k
over
thaw
kins
.com
COPYRIGHT by KovertHawkinsALL RIGHTS RESERVED
c
1568
.01
07-2
5-16jh jh
1 2 3 4 5 6
EQUA
L HOU
SING
OPPO
RTUN
ITY
8152
Cas
tilla
Dri
ve
MIL
ESTO
NE
VEN
TU
RES
Indi
anap
olis
, IN
462
36
full size plot scale: 0
North DuplexFirst Floor DWV Plan
2'-0"1/4"=1'-0" 4'-0"
full size plot scale: 0
North DuplexSecond Floor DWV Plan
2'-0"1/4"=1'-0" 4'-0"
full size plot scale: 0
North DuplexFirst Floor Supply Plan
2'-0"1/4"=1'-0" 4'-0"
full size plot scale: 0
North DuplexSecond Floor Supply Plan
2'-0"1/4"=1'-0" 4'-0"
Plumbing Fixture ScheduleDescriptionType CW HW
L-1
SAN VENT
SK-1
WC-1
SH-1
FHB
CO
FD
WH-1
WHA
DW
WM
Plan Key Notes
(2) 1" DOMESTIC WATER SERVICE PIPING, SEE CIVIL.
1" DOMESTIC WATER SERVICE PIPING FROM METER; PROVIDE SHUTOFF VALVE IN LINE IN UTILITY ROOM, LOCATE AT 60" AFF (MAXIMUM)
1" DOMESTIC WATER SERVICE PIPING FROM METER UP TO 2NDFLOOR APARTMENT. PROVIDE SHUT-OFF VALVE IN UTILITY ROOM AT60" AFF (MAXIMUM).
DOMESTIC HOT AND COLD WATER PIPING TO BE COMPLETELYCONCEALED IN WALLS, CEILINGS, OR SOFFITS.(TYPICAL AT ALL APARTMENTS)
EXTEND HOT WATER PIPING FROM KITCHEN SINK THROUGHCABINETRY TO DISHWASHER UNIT. PROVIDE SHUT OFF VALVE.
PROVIDE ACCESS PANEL TO SHUT OFF VALVE IN WALL
DOWN TO FIRST FLOOR
SYMBOL
1
2
3
4
5
114-1541-11
100
Water Hammer Arrester Schedule
UNITS
Z-1700ZURN
FIXTURE
TYPE
33-60
200
12-32
300
61-113
400 500
BA C D E
NOTE:ALL FLOOR/CEILING ASSEMBLIES ARE 1-HOUR RATED. ALL PIPINGPENETRATIONS OF THE RATED FLOOR/CEILING ASSEMBLY MUST BEMADE WITHIN THE WALL STUD CAVITY SPACE AND MUST BE FIRESEALED WITH 1-HOUR RATED FIRESTOPPING AT EACHFLOOR/CEILING OR ROOF/CEILING ASSEMBLY.
LEGEND
6
7
CONNECT TO SANITARY SEWER, SEE CIVIL
FINISH GRADE
CAST IRON
18"X18"X4"
WITH COVER
EXTENSION:SAME SIZEAS SEWER
CONCRETE PAD
AND PLUG
CLEANOUT
1/8 BEND
ENCASEMENT4" MIN. COVER
CONCRETE
STANDARD
AND SIZE AS REQ'D
MATERIAL SEWER-
NOT TO SCALEP201
2 Exterior Cleanout Detail
Electric Heater Piping DiagramNO SCALE
3/4"
HW
FLOW
3/4" WATTS NO. 36A ORAPPROVED EQUALVACUUM RELIEF VALVE
HEAT TRAP LOOP12" MIN.
CHECK VALVE (TYP)
INSULATING UNION
WATER HEATER
DRAIN VALVE
PLASTIC DRAIN PAN
PIPE FULL SIZE TODRAIN PAN.
INSULATING UNION (TYP.)
EXPANSION TANK
CODE APPROVED T&P RELIEF VALVE
SHUT OFF VALVE. (TYP)FLOW
3
P201
PIPE DRAIN PAN OVERFLOW TOFLOOR DRAIN. SEE PLUMBING PLANFOR LOCATION.
3/4"
3/4" COLD WATER SUPPLY
HEAT TRAP LOOP
INSTALL 1" ARMAFLEX ON FIRST 8'OF OUTLET PIPING ONLY ON ANONRECIRCULATING SYSTEM;INSULATE ALL HOT WATER PIPINGON A RECIRCULATING SYSTEM
INSTALL 1" ARMAFLEX ON INLETPIPE BETWEEN WATER HEATERTANK AND HEAT TRAP
26. NOT USED
General Plumbing Notes
5.
6.
8.
3.
4.
2.
17.
WORK INCLUDES FURNISHING ALL LABOR, MATERIALS, APPLIANCES, EQUIPMENT, TOOLS, TRANSPORTATION,SUPERINTENDENCE, CLEAN-UP, AND SERVICES REQUIRED TO CONSTRUCT AND INSTALL A COMPLETE AND FULLYOPERATIVE PLUMBING SYSTEM FOR THE PROJECT.
INSTALL ALL PLUMBING WORK IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, ALL ADA ANDACCESSIBILITY LAWS AND REGULATIONS, AND ALL AUTHORITIES HAVING JURISDICTION.
CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF ALL FEES, PERMITS, TAP-INS, APPROVALS, AND INSPECTIONS.
FURNISH ALL CERTIFICATES OF APPROVALS BY THE PLUMBING INSPECTOR AND BOARD OF HEALTH.
UNLESS OTHERWISE SPECIFIED, ALL FAUCETS, SUPPLIES AND STOPS, TRAPS, WASTES, STRAINERS, AND ESCUTCHEONS,SHALL BE CHROME PLATED BRONZE. (BRIGHT CHROME FINISH).
TEST ALL PIPING AS REQUIRED BY STATE AND LOCAL PLUMBING CODES.TEST ALL NEW PIPING TO 150 PSI FOR A MINIMUM OF 24 HOURS.
NOT USED
18. PROVIDE WATER HAMMER ARRESTORS EQUAL TO "WADE" "SHOKSTOP" AT ALL LAVATORIES, SINKS, AND WASHINGMACHINE OUTLETS. INSTALL COMPLETE WITH ACCESSIBLE ISOLATION VALVE ON HOT AND COLD WATER SUPPLYPIPING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
9. SANITARY DRAIN, WASTE, AND VENT PIPING:INSIDE BUILDING TO BE SCHEDULE 40 PVC,OUTSIDE BUILDING TO BE SCHEDULE 40 PVC AT GRASS AREAS, SCHEDULE 80 PVC AT DRIVESALL FITTINGS DESIGNED FOR SOLVENT WELDED JOINT CONSTRUCTION
10. DOMESTIC WATER PIPING:INSIDE BUILDING ABOVE GROUND TO BE PEX. PROVIDE COPPER MAINFOLDS AS REQUIREDINSIDE BUILDING BELOW GROUND TO BE TYPE "K" COPPER, SOFT TEMPER,ROLL STOCK; OR PEX SLEEVED IN PVC CONDUIT PER NOTE 11.OUTSIDE BUILDING BELOW GROUND TO BE PVC WATER PRESSURE PIPE, AWWA C900, CLASS 150, ROLL STOCK
7. NOT USED
16. PROVIDE NEW SANITARY SEWER SERVICES AND CONNECTIONS AS REQUIRED. VERIFY PIPING ROUTING AND RUNS,TAP LOCATIONS, AND INVERT ELEVATIONS REQUIRED PRIOR TO COMMENCING WORK. ESTABLISH INVERTELEVATIONS REQUIRED FOR DRAINAGE OF 1/8 INCH PER FOOT SLOPE.ENSURE FOR PROPER CONNECTIONS, INSTALLATION, AND SLOPE FOR DRAINAGE.
15. INSTALL UNIONS DOWNSTREAM OF VALVES AND AT ALL FIXTURES, EQUIPMENT, AND APPARATUS LOCATIONS FORALL PIPING FEEDS.
14. INSULATE ALL WATER PIPING AND CONDENSATE DRAIN LINES WITH A MINIMUM OF 1" THICK ARMAFLEX OR GLASSFIBER INSULATION WITH VAPOR BARRIER JACKETS.
13. GAS PIPING:ABOVE GROUND (2" AND SMALLER) TO BE THREADED BLACK MALLEABLE IRON,ABOVE GROUND (LARGER THAN 2") TO BE SCHEDULE 40 BLACK STEEL,FITTINGS TO BE WELDED, PIPING SUPPORTED 5'-0" O.C. MAX.;BELOW GROUND TO BE GAS LINE GRADE PLASTIC PIPE OR TUBING,FITTINGS DESIGNED FOR SOLVENT WELDED JOINT CONSTRUCTIONCSST IS ACCEPTABLE IF PIPING IS PROVIDED WITH AIR GAP, AND IS BONDED TO BUILDING ELECTRICAL SYSTEM PERINDIANA CODE AND MANUFACTURER'S INSTRUCTIONS.
1. PLUMBING DRAWINGS ARE DIAGRAMMATIC IN NATURE AND REPRESENT CONCEPTUAL ROUTING ONLY.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL ACTUAL CONDITIONS.
19. NOT USED
20. FIELD VERIFY ALL CONDITIONS TO COORDINATE ALL WORK AS SHOWN AND/OR INTENDED.FIELD VERIFY ALL INVERTS REQUIRED.
12. SEWER PIPING SHALL BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON WITH MECHANICAL JOINTS 10'-0"ON EITHER SIDE OF THE WATER LINE WHERE:1) WATER AND SEWER LINES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10'-0" CANNOT BE MAINTAINED.2) WATER AND SEWER LINES CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWERWITH MINIMUM OF 18" VERTICAL SEPARATION DISTANCE.3) REQUIRED TO BE SUCH BY THE LOCAL OR STATE DEPARTMENT OF HEALTH FOR ANY REASON.
21. NOT USED
11. DOMESTIC WATER PIPING (PEX TYPE):INSIDE BUILDING ABOVE GROUND TO BE "ZURN PEX" SDR-9, ASTM F-876/F-877PVC WATER PRESSURE PIPE RATED AT 160 PSI AT 73 DEGREES;INSIDE BUILDING BELOW GROUND TO BE "ZURN PEX" SDR-9, ASTM F-876/F-877PVC WATER PRESSURE PIPE RATED AT 160 PSI AT 73 DEGREES, SLEEVE IN PVC CONDUIT BELOW SLAB
22. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM OF 36" OF COVER.
23. IF PVC WATER LINES ARE UTILIZED, THEY SHALL BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIALSTANDARDS NO. 256-63, PRODUCT STANDARD 22-70, OR ASTM D-2241.
24. ALL SANITARY SEWER LINES SHALL BE INSTALLED WITH A MINIMUM OF 24" OF COVER.
25. IF PVC SANITARY SEWER LINES ARE UTILIZED, THEY SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3033.LINES UNDER DRIVES TO BE SCHEDULE 80
27. PEX PIPING SHALL NOT BE INSTALLED WITHIN THE FIRST 18" OF PIPING CONNECTED TO WATER HEATER.
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1 DWV Riser Diagram
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Bedroom07
Closet07A
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DWLiving Room01
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Bath04
Hall05
Linen04B
Storage08
HVAC-1
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Bedroom06
Closet06A
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Closet02A
MW
DWLiving Room01
Kitchen02
Bath04
Hall05
Linen04B
Storage08
HVAC-2
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5
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full size plot scale: Not to Scale (1:48P)M-201
2 Cooling Coil Condensate Drain
full size plot scale: No Scale (1:24P)M-201
1 Detail @ Air Handler
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COPYRIGHT by KovertHawkinsALL RIGHTS RESERVED
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full size plot scale: 0
North DuplexFirst Floor HVAC Plan
2'-0"1/4"=1'-0" 4'-0"
full size plot scale: 0
North DuplexSecond Floor HVAC Plan
2'-0"1/4"=1'-0" 4'-0"
FIXTURE SCHEDULE (LED)TYPE MANUFACTURER LAMP
A
B
MOUNTING
J
G
LITHONIA LBL4 40L LP835, 41 WATTS, 4500 LUMENS SURFACE CLG.
LEDF
LED
E-CONOLIGHT E-JT2L2311N, 23 WATT LED, BRUSHED NICKEL, 1366 LUMENS
HALO SLD606830WHA, 12 WATTS, 800 LUMENS, 80 CRI
WALLPACK: E-CONOLIGHT E-WP6L03NZ, 36W, 3,350 LUMENS, BRONZE SURFACE WALL (VERIFY MTG. HT.) LED
EMERGENCY - E-CONOLIGHT, E-XML2W SURFACE WALL (VERIFY MTG. HT.)E
-KEYNOTES-PROVIDE CEILING FAN RATED BOX IN CEILING FOR FUTURE CEILING FAN. MOUNT SCHEDULED LIGHTFIXTURE ON BOX AS REQUIRED. PROVIDE WIRING FOR TWO SEPARATE SWITCH LEGS FOR FUTUREFAN/LIGHT SWITCHING.
RECESSED RECEPTACLE FOR MICROWAVE. VERIFY EXACT HEIGHT AND LOCATION WITH EQUIPMENTDRAWINGS PRIOR TO ROUGH IN.
MAKE FINAL CONNECTION TO RANGE HOOD. CONNECT TO NEAREST KITCHEN RECEPTACLE CIRCUIT.
2'X4''x3/4" FIRE RATED TELPHONE/DATA EQUIPMENT BACKBOARD.
EXHAUST FAN TO BE WIRED FOR CONTINUOUS OPERATION AND CONTROLLED BY SOLID STATE TIMERSWITCH IN RESTROOM FOR "BOOST" MODE. CONNECT EXHAUST FAN TO 120V LIGHTING CIRCUIT. PROVIDESEPARATE SWITCH FOR FAN LIGHT. COORDINATE WITH MECHANICAL AS REQUIRED FOR A COMPLETEINSTALLATION.
PROVIDE CEILING FAN RATED BOX IN CEILING AND SWITCH AT WALL FOR CEILING FAN, WITH SEPARATESWITCH FOR FAN LIGHT KIT
SURFACE CLG. LED
L (3) 13W CFLBATH VANITY SEAGULL GLADSTONE 3-LIGHT, 49852-BLE-965 SURFACE WALL
SURFACE CLG.
OLF1
OLF2
PATIO, E-CONOLIGHT E-WW1L11NMP, BRONZE, 14WATTS, 1,000 LUMENS LEDSURFACE WALL (VERIFY MTG. HT.)
ABOVE FINISHED FLOOR
EMERGENCY LIGHT
UNLESS OTHERWISE NOTED
MOTOR CONNECTION, PROVIDE CONNECTION COMPLETE
FUSE PER NAMEPLATEFUSED DISCONNECT SWITCH
WEATHERPROOF
GROUND FAULT PROTECTED
VERIFY TYPE AND LOCATION IN FIELDSPECIAL PURPOSE OUTLET
MOUNT ABOVE COUNTER - AVOID BACKSPLASH20A 120VOLT DUPLEX RECEPTACLE
20A 120VOLT DUPLEX RECEPTACLE
KEYNOTE
20A 120VOLT FOURPLEX RECEPTACLE
16" AFF TO BOTTOM U.O.N.
16" AFF TO BOTTOM, U.O.N.
20AMP SINGLE POLE SWITCH
20AMP VOLT THREE WAY SWITCH
44" AFF TO BOTTOM. U.O.N.
44" AFF TO BOTTOM. U.O.N.3S
S
*
*
Electrical Legend
A.F.F.
EL
U.O.N.
GF
WP
FURNACE - PROVIDE POWER CONNECTIONF
RANGE HOOD/LIGHT - PROVIDE POWER CONNECTIONR
RANGE RECEPTACLE 50AMP 1Ø 4WIRER
DRYER RECEPTACLE 30AMP 1Ø 4WIRED
WASHER RECEPTACLE 20AMP 1Ø 3WIREW
REFRIGERATOR RECEPTACLE 20AMP 1Ø 3WIREREF
WATER HEATER - PROVIDE POWER CONNECTIONWH
MAXIMUM HEIGHT 42"AFF TO BOTTOM.
TELEPHONE OUTLET WITH SINGLE GANG PLASTER RING. 16" A.F.F. TO BOTTOM U.O.N. PROVIDECAT 5E TO TELEPHONE/DATA BOARD IN UTILTY ROOM. PROVIDE ALL JACKS, WIRING, ETC... ASNEEDED.
TELEVISION OUTLET WITH SINGLE GANG PLASTER RING. 16" A.F.F. TO BOTTOM U.O.N. PROVIDERJ-56 COAX TO TELEPHONE/DATA BOARD IN UTILITY ROOM. PROVIDE ALL JACKS, WIRING,SPLITTERS, ETC... AS NEEDED.
FAN TIMER SWITCH - COORDINATE WITH MECH.44" AFF TO BOTTOM. U.O.N.FT
S
S
ALL WIRING DEVICES TO BE WHITE. VERIFY W/ ARCH. BEFORE ORDERING
REPLACE EXISTING DEVICE. PROVIDE NEW DEVICE & FACEPLATEE
SINGLE STATION COMBINATION SMOKE AND CARBON MONOXIDE (CO) ALARM -INTERCONNECT ALL SMOKE AND COMBINATION ALARMS WITHIN INDIVIDUAL APARTMENTS
THERMOSTAT - VERIFY WITH MECHANICALT
F DISCONNECT SWITCH FOR AIR HANDLER. PROVIDE SINGLE POLE SWITCH IN HANDY BOX.
1
2
3
4
5
6
1
S SINGLE STATION SMOKE ALARM -INTERCONNECT ALL SMOKE AND COMBINATION ALARMS WITHIN INDIVIDUAL APARTMENTS
ALL WIRING DESIGNED FOR 75 DEGREES CELSIUS. 65 DEGREES FOR APARTMENTS.****
-ELECTRICAL GENERAL NOTES-
**
**
**
**
**
**
**
**
**
**
**
NO MORE THAN FOUR CURRENT CARRYING CONDUCTORS IN ANY ONE CONDUIT.
PROVIDE GROUND CONDUCTOR IN ALL CONDUITS. SIZE PER NATIONAL ELECTRIC CODE.
ALL WIRING SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICCODE, STATE AND/OR COUNTY JURISDICTION HAVING AUTHORITY IN THAT AREA.
ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE PLUMBING CONTRACTOREXACT LOCATION AND ROUGH IN REQUIREMENTS FOR ALL PLUMBING EQUIPMENTBEFORE ROUGH IN.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE H.V.A.C. CONTRACTOREXACT LOCATION AND ROUGH IN REQUIREMENTS FOR ALL H.V.A.C. EQUIPMENTBEFORE ROUGH IN.
ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES ANDOWNER BEFORE WIRING IS TO BEGIN TO VERIFY ALL OTHER CONDITIONS SO THATWIRING WILL NOT INTERFERE WITH THE OTHER TRADES.
UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL FURNISH ANDINSTALL ALL MATERIAL AND EQUIPMENT AS INDICATED ON THE DRAWINGS. ALLMATERIALS AND EQUIPMENT SHALL BE NEW AND OF FIRST CLASS CONSTRUCTION,AND SHALL BE THE PRODUCT OF AN ESTABLISHED AND REPUTABLEMANUFACTURER AND SHALL BE DESIGNED TO PERFORM THE SERVICE REQUIRED.ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTIONS. THE ENTIRE ELECTRICALSYSTEM SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.ALL MATERIALS USED IN THE WORK SHALL BE APPROVED BY THEUNDERWRITER'S LABORATORIES, INC., AND SHALL BARE THEIR LABEL.
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, OBTAIN ALL PERMITS,INSPECTIONS, CERTIFICATES, AND LICENSE REQUIRED BY LAW FOR THEEXECUTION OF WORK TO BE PERFORMED.
THE ARCHITECT/ENGINEER DOES NOT DEFINE THE SCOPE OF INDIVIDUAL TRADES,SUBCONTRACTORS, MATERIAL SUPPLIERS, OR VENDORS. ANY SHEET NUMBERINGSYSTEM USED WHICH IDENTIFIES DISCIPLINES IS SOLELY FOR THEARCHITECT/ENGINEER'S CONVENIENCE, AND IS NOT INTENDED TO DEFINE ASUBCONTRACTOR'S SCOPE OF WORK. INFORMATION REGARDING INDIVIDUALTRADES, SUBCONTRACTORS, MATERIAL SUPPLIERS, AND VENDERS MAY BE DETAILED,DESCRIBED AND INDICATED AT DIFFERENT LOCATIONS THROUGHOUT THESEDOCUMENTS. NO CONSIDERATION WILL BE GIVEN TO REQUESTS FOR CHANGEORDERS FOR FAILURE TO OBTAIN AND REVIEW THE COMPLETE SET OF DRAWINGSAND SPECIFICATIONS WHEN PREPARING BIDS, PRICES AND QUOTATIONS.
ALL DEVICES AND CONTROLS TO BE MOUNTED AT MIN. 16" A.F.F. TO BOTTOMOF DEVICE AND MAX. 48" A.F.F. TO TOP OF DEVICE. DEVICES MOUNTED ABOVECOUNTERS TO BE MAX. 46" A.F.F. TOP TOP OF DEVICE
PROVIDE EXPANDED FOAM INSULATION BEHIND PIPES, ELECTRICAL OUTLETS,SWITCHES, AND PANELS LOCATED ON EXTERIOR WALLS.
**
LED
CEILING FAN W/ LIGHT KIT - SEA GULL LIGHTING 15030-962 (2) 13W CFLBRUSHED NICKEL FINISH.
SURFACE CLG ON RATED FAN BOX LED
PROVIDE ALL NECESSARY HARDWARE, LAMPS, ACCESSORIES, ETC...FOR A COMPLETE FIXTURE INSTALLATION.
ALL EXIT, EMERGENCY AND NIGHT LIGHTING SHALL BE WIRED AHEADTHE SWITCHING SERVING THAT AREA. AT NO TIME SHALL THISLIGHTING BE SWITCHED UNLESS OTHERWISE SHOWN.
ALL LIGHT FIXTURES OR BALLASTS SHALL BE ENERGY STAR CERTIFIED.
LED
WITH E-ACP1 FIELD INSTALLED PHOTOCELL
FLUSH MOUNT
CAMERA OUTLET WITH SINGLE GANG PLASTER RING. MOUNT IN SOFFIT (FIELD VERIFY W/OWNER) PROVIDE ONE CAT 5E AND ONE RJ-56 COAX FROM BOARD IN CLOSET #103 TOCAMERA LOCATION (HOME RUN TO EACH CAMERA). PROVIDE ALL JACKS, WIRING, ETC... ASNEEDED FOR OWNER FURNISHED CAMERA AND MULTI-PLEXER
LITHONIA FMML-13840-WL, 10W, 659 LUMENS, 40K, WET LOCATIONK LEDSURFACE CEILING
7
RECONNECT EXISING WIRING TO NEW DEVICE.
8
9
10
11
SURFACE CLG. LEDLITHONIA FMLRL 14 24 WATTS, 1600 LUMENS, LOW PROFILE 14" ROUND
SURFACE CLG. LEDLITHONIA FMLRL 11 16 WATTS, 1100 LUMENS, LOW PROFILE 11" ROUND C
D
B1 SURFACE CLG. LEDLITHONIA LBL4 30L LP835 EL7L, 27 WATTS, 3000 LUMENS, LED EMER BATTERY PACK
LITHONIA LBL4 30L LP835, 27 WATTS, 3000 LUMENS
GARBAGE DISPOSALGD
RECEPTACLE FOR DISHWASHER. PROVIDE AND INSTALL 6' MALE CORD END FOR DISHWASHER.
HARD WIRED PUSH BUTTON FOR DOOR BELL. SEE SPECIFICATION SECTION 11070.
HARD WIRED CHIME FOR DOOR BELL. SEE SPECIFICATION SECTION 11070.
PROVIDE 8"x8"x4"D FLUSH JUNCTION BOX IN WALL. INSTALL DOOR BELL TRANSFORMERS IN J-BOX; ALLWIRING SHALL BE CONCEALED. LABEL TRANSFORMERS AND CONNECT TO NEAREST 120V CIRCUIT.
INSTALL (2) 2" OPEN CONDUITS WITH PULL STRINGS FOR PHONE / DATA / CABLE TV; TURN UP ABOVE SLABBELOW PHONE BOARD. COORDINATE ROUTING WITH CIVIL.
#6CU.-DRIVEN GROUND
EQUIPMENT BOARD
TELEPHONE/DATA/TV
GROUNDBAR
INSTALL CONDUITS AS PER TELEPHONEAND CABLE COMPANY RECOMMENDATIONS.SEE SITE PLAN FOR CONTINUATION.
2-2"PVC EMPTY CONDUITS WITHPULLSTRING AND LONG RADIUS ELLS.1-2" CONDUIT FOR TELEPHONE.1-2" CONDUIT FOR CABLE.
GROUND RODS.
(2) CAT 5E TO EACH TELEPHONE JACK.TERMINATE EACH JACK COMPLETE. PROVIDEALL PLATES, CONNECTORS, TERMINATORS, ETC...AS REQUIRED FOR A COMPLETE OPERATING SYSTEM.
(1) COAX CABLE TO EACH TELEVISION JACK.TERMINATE EACH JACK COMPLETE. PROVIDE ALL PLATESSPLITTERS, CONNECTORS, TERMINATORS, ETC...AS REQUIRED FOR A COMPLETE SYSTEM.
#6 CU. TO SERVICETIE TOGETHER WITH
FURNISH AND INSTALL ALL CABLE TV / DATAAND TELEPHONE EQUIPMENT ON EQUIPMENTBOARD AND CONNECT COMPLETE.
N.T.S.
COMMUNICATIONS RISER DIAGRAM
1-1/2" WITH 3-#1 CU. & 1-#6CU. GRD.
WATTS
ELECTRIC BACK-UP HEAT 120012201A21.23. B 1 20
RANGE HOOD & BATH E.F. - - - -HEAT PUMP-OUTDOOR - - - -WATER HEATER - - - -DRYER - - - -
THREE
120/208125
RANGE
ITEM FEDNO.
15.
19.17.
WASHER
13.11.9.7.5.3.1.
CIRC.
TENANT
WIR
ESI
ZE
AM
PS
POLE
POLE
AM
PS
SIZ
EW
IRE
WATTS BUS
250025002500250040004000
10
10
30
30
6 50
1B
BA
11
AB
11
12001220
1212
2020
12001200
122020 1500
ABA
2
211
1BA2 1
1
121212
2020
2010001000
1000
122020
1200
MAIN CONNECTIONM.L.O.AMPERES
WIRE
VOLTS22 KAIC
SINGLE PHASE FLUSH
CU.
MOUNTING
MICROWAVE 22.24.
ITEM FED NO.
(2) KITCHEN GFI
DISHWASHER(2) KITCHEN GFI
BATHROOM GFI
16.
20.18.
14.12.
LVG/HALL&DIN REC.BEDROOM RECEPT.LIGHTS / CEILING FAN
REFRIGERATOR
8.10.
6.1.1.
1.
2.4.
FEEDER
CIRC.
1200 12 20 1
25 2
120
1500 101500
NO S.E.L.
COPPER BUS
NOTICE - CONTRACTOR TO UTILIZE TWO POLE BREAKERS WHEN SHARING NEUTRAL CONDUCTORS.
2. PROVIDE CIRCUIT WITH NEUTRAL CONDUCTOR.1. PROVIDE ARC FAULT BREAKER.
PANEL
TYPICAL
2.
2.
LOADCENTER
SPARE
3.
3. PROVIDE GROUND FAULT BREAKER.
SPARE
HEAT PUMP -INDOOR - - - - 40004000 8 45 2
500 12
120012
Bedroom07
Closet07A
Bedroom06
Closet06A
Vanity04A
Utility03
Closet02A
MW
DWLiving Room01
Kitchen02
Bath04
Hall05
Linen04B
Storage08
OLF-1
OLF-1
3 ~
7
7
GF/WP
GF/WP
GF/WP
S
S
S
A
E
JF
L
F
F F
G
G
D
C
D
C
C
2
FT
1
1
1
OLF-1
K
6
33
GD
REFR
R
3
GFGFGF
GF
GF
4
GFGF
GF
GF5
8
TV T/D
FD
W
T
GF/WP
GF/WP
GF
GF
GF
GF
GF
GF
TV T/D
TV T/D
TV T/D
TV T/D
TV T/D
10
11
WH
Bedroom07
Closet07A
Bedroom06
Closet06A
Vanity04A
Utility03
Closet02A
MW
DWLiving Room01
Kitchen02
Bath04
Hall05
Linen04B
Storage08
S
S
S
A
E
JF
L
F
F F
G
G
B1
D
C
D
B
C
C
2
FT
1
3
~
1
1
OLF-1
K
6
33
GD
REFR
R
3
GFGFGF
GF
GF
4
GFGF
GF
GF5
8
TV T/D
FD
W
T
GF/WP
GF/WP
GF
GF
GF
GF
GF
GF
TV T/D
TV T/D
TV T/D
TV T/D
TV T/D
10
11
WH
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N 4
7130
812.
282
. 955
481
2. 2
82. 9
171
FAX
ww
w.k
over
thaw
kins
.com
COPYRIGHT by KovertHawkinsALL RIGHTS RESERVED
c
1568
.01
07-2
5-16jh jh
1 2 3 4 5 6
EQUA
L HOU
SING
OPPO
RTUN
ITY
8152
Cas
tilla
Dri
ve
MIL
ESTO
NE
VEN
TU
RES
Indi
anap
olis
, IN
462
36
full size plot scale: 0
North DuplexFirst Floor Electric Plan
2'-0"1/4"=1'-0" 4'-0"
full size plot scale: 0
North DuplexSecond Floor Electric Plan
2'-0"1/4"=1'-0" 4'-0"
