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I I I k i L In I I L I I – Ll - ILL L LEE I V
1 11 1 T I I I I 1 3 TI I I ' -
—71 --1 IEN -in- I L -1 1 1 :t I I 1 :4 L k - --f ol
TRAINING CENTER
11075 N. PENNSYLVANIA
Carmel, Indiana
AREA MAP
SITE
PENNSYLVANIA
-o 0
M AWN IRA 010�4
CODE INFORMATION
STREET
1. INDIANA BUILDING CODE, 1998 EDITION: (1997 UNIFORM BUILDING CODE W/ INDIANA ADMENDMENTS)
2. OCCUPANCY. MIXED OFFICE/MAINTENANCE/STORAGE B, S-3
3. CONSTRUCTION TYPE: V -N NON -RATED
4. AREA SEPARATION WALL: NONE
5. TOTAL BUILDING SQUARE FOOTAGE ALLOWED: 8,000 S.F. X 2 ALLOWED INCREASE - 16,000 S.F. MAXIMUM.
TOTAL BUILDING SQUARE FOOTAGE ACTUAL: 2,332 SQ. FT.
6. BUILDING HEIGHT: 2 STORY, 40' AVERAGE HEIGHT ALLOWED BY SECTION 506.
7. WIND LOAD DESIGN REQUIREMENT. 70 MPH, EXPOSURE 'B', 1.0 IMPORTANCE FACTOR
8. SMOKE DETECTORS: NONE REQUIRED
9. SPRINKLER SYSTEM: NONE REQUIRED
10. ROOFING CLASSIFICATION PER TABLE 15-4: MIN. CLASS C REQUIRED
11. AMITY REQUIREMENTS: NOT REQUIRED
GENERAL NOTES
1 • ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY IBC SECTION 2408.4 SHALL BE SAFM GLAZING IN COMPLIANCE WITH
IBC SECTION 2406.3.
2. PRIOR FINISH MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING PER IBC TABLE 8A & 88 AND
SECTION x04.1 EXCEPTION f2. SMOKE DEVELOPMENT RATINGS SHALL NOT EXCEED 450: IBC 802.2.
3• THERMAL AND SOUND INSULATING MATERIALS AND COVERING ON PIPES AND TUBING SHALL HAVE A SMOKE -DEVELOPED RATING
OF 450 OR LESS. FLAME SPREAD RATING OF THESE MATERIALS SHALL NOT EXCEED 25.
CONSTRUCTION MANAGER:
McM Meridian Construction Management
10401 N. MERIDIAN STREET
SUITE 300
INDIANAPOLIS, INDIANA 46290
PHONE: (317) 255-8723
FAX: (317) 255-8793
INDEX OF DRAWINGS:
CS -------------- COVER SHEET
C101 -------------- SITE PLAN
ARCHITECTURAL
A101 -------------- FOUNDATION & FLOOR PLANS
A201 -------------- ELEVATIONS & ROOF PLAN
M01 -------------- WALL SECTIONS & DETAILS
MECHANICAL
MEP1 — — — — — — — — — — — — — — ELECTRICAL, HVAC & PLUMBING PLANS
ARCHITECT:
MAS ASSOCIATES, L.L.C.
Architects and Planners
5153 East 64TH Street
Indianapolis, Inclian3 46220
Phone 317 726 1060 Fax 317 726 1061
No.
* 3965
ME OF
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CERTIFICATION
1 111
Wi6l
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
- 0/0 BRICK
N 4" 40'-0" )0/0 SHTG. 4"
N
40'-0" 0/0 SHTG 0 21'-7 1/2" 5 1/2"
GENERAL NOTFS
_V X 1. COMPLY WITH ALL STATE AND LOCAL CODES AND GOVERNING REGULATIONS.
2. ALL STUD PARTITIONS ARE 3 1/2" UNLESSS NOTED OTHERWISE. EXTERIOR
WALLS ARE DIMENSIONED TO OUTSIDE FACE OF SHTG.
M ci M
mC)
W -
_ L�
C) wc� mo
0012'-4" o cNn 4'-2" 5'-1 1/2" 5'-2„ co
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Finishing Room ~ Office Area C
EXPOSED CONC. (SEALED) EXPOSED CONC. (SEALED)
GAS
L FURN '
2 L
2X4 BRG. WALL 'n ° Mech.
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Y
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WALL R
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16'-6" 2X4 BRG. WALL 6'-7 1/2' 4'X4' CONC.
WORK BENCH N.I.C.) STOOP •y
z;7
TO E — —
� � U
0
m
w -
J EXPOSED FLOOR SHEATHING N
Work Area REVISIONS
Storage I I EXPOSED CONC. (SEALED)
NO. DATE REVISIONS/SUBMISSIONS
(D 1 WORK BENCH (N.I.C.)
DEPRESS SLAB 3/4" •~
H 6,-6„ " .. 2" CONC. APRON.. '
O O
2,_4„ 9'-0" 3'_ 6'-4"Z 8'-4" 11'-4" Z
T 111.
0 rA11
A11
3113
40 40 31 ��b1
G9 FIRST FLOOR PLAN
G SCALE: 1 /4'-1'-0' •a
G
G1 SECOND FLOOR PLAN
SCALE: 1/4"=1'-0' O DOOR SCHEDULE
40'-8" 0/0 BLOCK NO. EL. SIZE MATERIAL FRAME LOCKSET HINGES REMARKS N0.
F — — — — — — — — — — — — — — — — — — — — — — — — — �_ 1 A 3' -0'X6' -8'X1 3/4' INSUL METAL WOOD ENTRY 1 1/2 PR. 4' X 4' THRESHOLD AND WEATHERSRTIPED 1 F
— — — — — — — — — — — — I 2 A 3' -0'X6' -8'X1 3/4' S.C. WOOD WOOD PASSAGE 1 1/2 PR. 3 1/2-X3 1/2- 2
3 C 91-000-0' STEEL P.T. WOOD — — PROVIDE MANUFACTURERS STANDARD HARDWARE 3 `�.�``��K„A S,�j''%,� •�
4” CONC. FLOOR SLAB W/ NYCON FIBER REINFORCEMENT fRF� %y %
4 B 2)3 0X6 8X1 3/ S.C. WOOD WOOD ENTRY 3 PR. 3 1/2 X 3 1/2 SURF. MTD. HEAD & FOOT BOLTS ON INACTIVE LEAF 4
CID OVER 6 MIL POLEHTYLENE VAPOR BARRIER OVER
18'-0 co 4" MIN. GRANULAR FILL ON COMPACTED SUBGRADE I I 5 A 1' -10'X6' -8'X 1 3/4 H.C. WOOD WOOD PASSAGE 1 PR. 3 1/2' X 3 1/2' 5 =_ * 3965
ENTRY ON �A of
6 B �2)3'—CrX6'-8'X1 3/ INSUL. METAL WOOD THMUB TURN 3 PR. 3 1 /2 X 3 1 /2 6
!NDUN�`.
E 9'-0" l6kH E
SEE SCH. 3'-O" 3'-0" * SURFACE MOUNTED HEAD & FOOT BOLTS ON INACTIVE LEAF, PROVIDE
— �� — HOOKS AND SAFETY CHAIN ACROSS OPG., THRESHOLD, WEATHERSTRIPED
— — — — — — EXPOSED CONC. (SEALED)
— —
22'-8" — ROUGH CARPENTRY '
� 0 1. THE CONTRACTOR SHALL CAREFULLY LAY OUT AND ERRECT ALL STRUCTURAL NOT PUBLISHED - RIGHTS RESERVED
— I m _ MEMBERS OF ROUGH CARPENTRY, FRAMING, SHEATHING AND BRIDGING. ALL THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF MAS ASSOWTES AND ARE NOT TO BE USED OR REPRODUCED
— — — — — — — — — — — o "e °O 00 o MEMBERS SHALL BE PROPERLY PLUMBED, LEVELED AND BRACED UNTIL ALL IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF MAS ASSOCAIATES.
D " I � STRUCTURAL CONDITIONS ARE IN PLACE.
2. A SUFFICIENT NUMBER OF NAILS, SCREWS AND BOLTS SHALL BE USED TO D
24" WIDE X 8 DEEP THICKENED o I INSURE THE RIGIDITY OF THE CONSTRUCTION. REFER TO IBC CHAPTER 23.
SLAB W/ (2) #5 REBARS CONT. I � "
— — — — — — — — — I 3. FRAME WALLS ARE 3 1/2 STUDS UNLESS NOTED OTHERWISE.
4. FRAMING LUMBER SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS
— — FOR STRESS GRADE LUMBER AND ITS FASTENINGS.
— — — — — — — — — — I OA B t✓ JOISTS, STUDS AND ALL OTHERS: NO. 2 DOUGLAS FIR LARCH- Fb=1450 PSI
4X4 CONC. MAS ASSOCIATES,L.L. ■
OR Y W =STOOP ELLO PINE Fc 1000 PSI
17'_10" 6'-3 1/2' E=1,760,000Architects and Planners
DOOR ELEVATIONS 5. ALL FIRST FLOOR SILL PLATES AND STRUCTURAL MEMBERS EXPOSEDDTOTO .,
WHEATHER SHAD BE WOLMANIZED PRESSURE TREATED LUMBER. •"
C 6. ROOF I I I , SUPPLIIEDTBES RUSSIMANUFACTURERO NC UDINGN AND ECTION PERMANENT WIND TO BE BRACING, C
BRACING, 5153 East 64TH Street
C14
MAX. TRUSS SPACING 24" O.C. Indianapolis, Indiana 46220
i r? 7. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR CORNERS EACH FLOOR
0 WINDOW SCHEDULE OR NAIL SHEATHING AS REQUIRED FOR CORNER BRACING.
8. PROVIDE CROSS BLOCKING AT 48" O.C. IN FLOOR JOIST SPACE WHERE Phone 317 726 1060 Fax 317 726 1061
INTERIOR PARTITIONS ARE PARALLEL TO JOISTS. ALSO PROVIDE CRUSH
TYPE SIZE EL. TYPE MATERIAL GLASS REMARKS
BLOCKS IN FLOOR SYSTEM AT BEAM/HEADER BEARING POINTS. DEPRESS SLAB 3/4" I g, WALL AND PARTITION FRAMING UNLESS OTHERWISE SHOWN SPACE STUDS Indiana Developmental Training Center
Wl 4040 w1 suDER ALUM. FRAME INsul AT 16" O.C. DOUBLE STUDS AT OPENINGS. CONSTRUCT PARTITION CORNERS
ITH NO LESS 3 FULL MEMBERS. WALLS AND BEARING PARTITIONS
WMAINTENANCE BUILDING
G B
LlSHALL HAVE DOUBLE TOP PLATES PLATES RESTING ON MASONARY OR •y
WINDOW NOTE: CONCRETE AT EXTERIOR WALL SHALL BE ANCHORED WITH BOLTS OR METAL STIR Carmel, Indiana
1. FRAMER OR PANEL MANUFACTURER SHALL 10. GLUE SUB FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE BEAD TO
OBTAIN ROUGH OPENING DIMENSIONS FROM FRAMING AND ALONG PANEL GROOVE EDGES, NAIL WITH 10D NAILS @ 12" O.C. FLOOR PLANS &SCHEDULES
WINDOW MANUFACTURER. TYPICAL WINDOW HEAD 11. PROVIDE NAILERS, NAILING STRIPS AND GROUNDS AS NECCESSARY AND
2' CONC. APRON 4'X4' CONC. HEIGHTS SHALL BE 6'-10" RIGIDLY SECURE IN PLACE FOR ATTACHMENT OF TRIM, FINISH AND OTHER
STOOP Al 1 O 2. PROVIDE SAFETY TEMPERED GLAZING IN WO K. DATE PROJECT NO. DRAWN APPROVED
HAZARDOUS AREAS AS REQUIRED BY CODE.
2'-2" 9'-4" 11" 4'-0" 40 31 12. LOCATE ADDITIONAL STUDS AND BLOCKING AS REQUIRED FOR ATTACHMENT 6/21/01 2142.W2 MAS DWS
OF EXTERIOR SIDING. NO EXPOSED STUCCO BOARD PANEL JOINTS ALLOWED.
W 1 COORDINATE WITH TRIM CARPENTER. COMPUTER FILE NAMES SHEET NO. A
A 1 AT AL S SHALL BE AS REQUIRED & SIZED
Al FOUNDATION PLAN A9 DOOR & WINDOW SCHEDULE WINDOW ELEVATION BY TRUSS MFR.
14. MULTIPLE MEMBER FLOOR TRUSS JOISTS OR HEADERS SHALL BE GLUED Al 01
SCALE 114"`=1'-O' SCALE: NONE
AND NAILED TOGETHER TO ACT AS ONE. (NAIL FROM BOTH SIDES)
1 2 3 4 5 6 7 8 g 10 11 12 13 14 15
1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
N
N
M
M
L
L
FIBERGLASS FIBERGLASS
SHINGLES SHINGLESLILE .v
12 ---- 12
(3) 2X12 CANTILEVER �� 4 � 4
HOIST BEAM W/ PULLEY
ALUM. FASCIA ALUM. FASCIA
K . &GUTTER &GUTTER K
2ND FLR. CEIL.
2ND FLR, WIN. HD. HGT.
6-10 3/4" CEMENT BD. CEMENT BD.
J 5 1X6 TRIM 1X6 TRIM
"a
co
4p
TYP:CEMENT BD.
CEMENT BD. J 8 STUCCO PANEL
rJ H STUCCO PANEL
J 40 BRI K SOLDIER COURSE
40 BRICK SOLDIER COURSE
REVISIONS J
2ND FLR. — —
NO DATE REVISIONS/SUBMISSIONS
M
N
1ST FLR. CEIL.
1 ST FLR. WIN. HD. HGT. —
BRICK VENEER BRICK VENEER 'a
H
H
BRICK SOLDIE': COURSE BRICK SOLDIER COURSE
FINISH GRADE FINISH GRADE
FIN. FLOOR —
SPECIAL BRICK SOLDIER SPECIAL BRICK SOLDIER
G COURSE WI SLOPE TOP COURSE W/ SLOPE TOP
AT WINDOWS �j1 O NORTH ELEVATION AT WINDOWS
G1 EAST ELEVATION
ter..,. r . 'r-1... 1 SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0" RI(�uT CIf1G GI �1/OTI nl
F
F
f�,
FIBERGLASS = No.
FIBERGLASS SHINGLES = * 3965
1. uSHINGLES
- --•—
SfATE DF _
LiLLM 12
E 4 Q 4 '%ARCH 1TE�,.��
ALUM. FASCIA ALUM. FASCIA
& GUTTER
& GUTTER
2ND FLR. CEIL.
— — NOT PUBLSHED - RESERVED
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF MAS ASSOCAIATES AND ARE NOT TO BE USED OR REPRODUCED .Y
2ND FLR. WIN. HD. HGT.
IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF MAS ASSOCAIATES.
6'-10314" CEMENT BD. CEMENT BD.
1X6 TRIM 5 1X6 TRIM
°= 40
CEMENT BD. nP. CEMENT BD.
J 8 STUCCO PANEL
S co
STUCCO PANEL
40 40
2ND FLR. —
MAS ASSOCIATES,L.L.C.
M
— _ — Architects and Planners
N
1ST FLR. CEIL.
C 1ST FLR. WIN. HD. HGT. —
5153 East 64TH Street
4 Indianapolis, Indiana 46220
BRICK VENEER BRICK VENEER
Phone 317 726 1060 Fax 317 726 1061
a, BRICK SOLDIER COURSE
BRICK SOLDIER COURSE
IIIIIII HIM
Indiana Developmental Training Center
B FIN. FLOOR FINISH GRADE — FINISH GRADE MAINTENANCE BUILDING B
Carmel, Indiana
.y
BUILDING ELEVATIONS
DATE PROJECT NO. DRAWN APPROVED
6/21/01 2142.002 MAS DWS
COMPUTER FILE NAMES SHEET NO. A
12Z
A
Al WEST ELEVATION A10 SOUTH ELEVATION A201
SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1'-0"
3 4 5 6 7 8 9 10 11 12 13 14 15
1 2
i
N
�1U
L
K
1 2 I 3 I 4 1 5 I 6
1
G
F
E
cc
r
L9
C
2X4 STUDS REQ'D
AT ALL CEMENT
BOARD JOINTS
SEALANT "STYROFOAM"
1/8" MAX. �" WEATHERMATE
BARRIER
J5 CEMENT BD. JOINT DETIAL
SCALE: 3"=1'0"
7
0
0
J8 BRICK CAP DETAIL
SCALE: 1 1 /2"=1'0"
1X8 WD. TRIM
2X6 BLOCKING
2X4 BLOCKING
ALUM. FLASHING UP
BEHIND CEMENT BOARD
1X6 ALUM CLAD
WD. TRIM
A
Al STAIR SECTION
SCALE: 3/4"=1'0"
11 2
3
4
5
[:1
7
0
0
TRUSS MFR. TO DESIGN FOR PC
LOAD OF 2-2X12 BEAM END BI
OF 800# BETWEEN TWO ROOF 1
CENTER OF BEAM TO BE LOCA?
5ENTER 2ND FL. DOUBLE DOOR
00
7
00
SECOND FLOOR
d-
\
N
co
I
rn
12
12
4
13
1EI
4'-6"
15
(3) 2X12 CANTILEVER HOIST BEAM —►
PROVIDE BEAM POCKET W STEEL STRAP W/
/ 4- 3/8" DIA. THRU BOLTS
3 STUD SOLID BLOCKING TO PULLEY
3 STUD SOLID BLOCKING TO
(SIZE AS REQ'D BY OWNER)
y
DETAIL AT HOIST BEAM
FIBERGLASS CLASS A SHINGLES
OVER 15# ROOF FELTS OVER
7/16" OSB ROOF SHEATHING
12
4 INSUL. DRAFT STOP
R B — 2" MIN. AIR SPACE
INSULATION
CONT. ALUM.
DRIP FLASHING
/-5" CONT. ALUM, GUTTERING
1X6 FASCIA W/
5/8" GYP. BOARD ALUM. WRAP
CEMENT BD. SOFFIT°
W/ PERFORATIONS
3/4" QUARTER RD. WD. TRIM
1X6 WD. TRIM
1/2" GYPSUM BOARD OVER
4 MIL POLYETHYLENE VAPOR 1/2" INSUL. SHTG.
BARRIER OVER 2X4 STUDS
@ 16" O.C.
—T 6-- �— CEMENT BD. STUCCO PANEL
3/4" O.S.B. WOOD DECK
14" OPEN WEB —�
FLOOR JOIST
3 1/2" FIBERGLASS BATT
INSULATION R 13
SILL SEALER
WOOD BASE
FIRST FLOOR
1
2"X 48" EXTRUDED POLYSTYRENE
PERIMETER INSULATION R 10.0
8" "L" BLOCK
TRENCH FOOTING
3000 PSI CONCRETE
MIN. SOIL BEARING PRESSURE 2000 PSF
All WALL SECTION
SCALE: 3/4"=1'0"
10 11 1 12
13
d ..
ry
6 .
d
v
'v
'°
a
.
d
14
BRICK VENEER
2x4 STUDS AT 16" O.C.
METAL ANCHOR STRAPS
@ 4'-0" O.C.
WEEP HOLES AT 4'-0" O.C.
BRICK SILL FLEXIBLE
FLASHING UP BEHIND SHTG.
�— FINISH GRADE
�J
M
•y
L
K
REVISIONS J
NO. DATE REVISIONS/SUBMISSIONS
H
G
F
`�`����� � r r r ni►iii
A
ms
No.
* 3965
STATE OF
'�. •''••INDIAN*.•.•�• \�:
CHITV:� E
NOT PUBLISHED - ALL RIGHTS RESERVED
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSNE
PROPERTY OF MAS ASSOCAIATES AND ARE NOT TO BE USED OR REPRODUCED °
IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF MAS ASSOCAIATES.
C
MAS ASSOCIATES, L.L.C.
Architects and Planners
5153 East 64TH Street
Indianapolis, Indiana 46220
Phone 317 7261060 Fax 317 726 1061
Indiana Developmental Training Center
MAINTENANCE BUILDING e
Carmel, Indiana
WALL SECTIONS
WE PROJECT NO. DRAWN APPROVED
6/21/01 2142.002 MAS DWS
COMPUTER FILE NAMES SHEET NO. A
A401
,
N
M
L
K
J
H
G
F
E
D
CI
B
A
1 I 2 13 1 4
GENERAL ELECTRICAL NOTES:
1. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES
AND ORDINANCES.
2. WIRING SYSTEM SHALL BE AS ALLOWED BY CODE.
3. PROVIDE ELEC. SERVICE FROM EXISTING ELEC. RM. IN NEAR—BY BLDG.
RUN UNDERGROUND TO NEW METER.
4. E.C. SHALL WIRE COMPLETE ALL EQUIPMENT FURNISHED BY
OTHERS COORDINATE LOCATIONS AND REQUIREMENTS WITH ALL
TRADES AND PLANS.
5. E.C. SHALL PROVIDE ALL POWER AND CONTROL WIRING.
6. CONTRACTOR SHALL COORDINATE AND VERIFY ALL ASPECTS OF
THE INCOMING SERVICES WITH THE UTILITY COMPANY PRIOR TO
BIDDING AND INCLUDE ALL UTILITY COST IN HIS BID.
7. EXHAUST FAN SHALL BE PROVIDED BY & INSTALLED BY MECH. CONTR.
ELECTRICAL CONNECTION BY ELECTRICAL CONTRACTOR.
LIGHT FIXTURE SCHEDULE
LF1— METALUX 2 TUBE 32W SURFACE MTD. FLUORESCENT #STN -296T8
LF2— METALUX 4 TUBE 32W SURFACE MTD. FLUORESCENT #WB -432A
LF3— PROGRESS P3410-13 2-60W. MEDIUM BASE BULB
LF4— PROGRESS P5706-31, 1-9W TWIN FLUORESCENT BULB.
FEEDER TO EDP
SIZE PER NEC.
EM 100 AMP. 120/240 V.
SINGLE PHASE METER
CONDUIT--
COPPER GROUND
SEE NEC 250-94
_ PROVIDE GROUNDING FOR BUILDING
& SWIMMING POOL PER NEC. #680
120/240 V. SINGLE PHASE
SERVICE FROM TRANSFORMER
GENERAL PLUMBING NOTES
1, ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL
CODES AND ORDINANCES.
2. CONTRACTOR SHALL VERIFY ALL ASPECTS OF ALL UTILITIES PRIOR
TO BIDDING AND INCLUDE ALL COSTS IN HIS BID. IE: STREET CUTS,
PREMITS, TAP IN FEES, CONNECTION TO AND MODIFICATION OF EXITING
UTILITIES WHERE AVAILABLE, ETC.
3. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH INDIVIDUAL
WATER SUPPLY STOPS AND CODE APPROVED TRAPS.
4. DOMESTIC WATER PIPING MAY BE ANY APPROVED MATERIAL & FITTINGS.
5. INSTALL GATE VALVE ON THE INCOMING COLD WATER SERVICE
WHERE IT ENTERS THE TENANT SPACE.
6. PROVIDE 3/4" HOT & COLD WATER BRANCH LINES TO FIXTURES
EXCEPT LAST FIXTURE TO BE SERVED BY 1/2" LINE SIZE.
7. ELEC. WQATER HEATER: A.O. SMITH #ELSF-10 240VOLT.
GENERAL HVAC NOTES
1. CONSTRUCTION & INSTALLATION OF THE HVAC SYSTEM SHALL BE IN
ACCORDANCE WITH STATE & LOCAL CODES AND REGULATIONS.
2. THE HEATING AND COOLING SYSTEM SHALL BE INSTALLED BY A REFRIGERATION
SERVICE ENGINEERING SOCIETY (RSES) CERTIFIED TECHNICIAN.
3. AIR SUPPLY SYSTEM SHALL MEET THE STANDARDS SET FORTH BY THE AIR
CONDITIONING CONTRACTORS OF AMERICA (RCCA) MANUAL D.
4. DUCTS SHALL BE INSTALLED IN THE FLOOR TRUSS SYSTEM.
5. HVAC CONTRACTORS SHALL CORDINATE THEIR WORK WITH OTHER TRADES.
6. HVAC EQUIPMENT SHALL BE DIRECT VENT AS FOLLOWS:
MFR. GAS FURNACE BTU INPUT CONDENSOR COIL
BRYANT 355MAV 042060 60,000 #561CJX024 #CK5AXW024
UPFLOW
(CONDENSOR SHALL BE ARI RATED 10 SEER.)
7. THERMOSTAT. BRYANT MODEL #TSTATBBN2S01—B DIGITAL, NON—PROGRAMABLE
8. PROVIDE FLUE, COMBUSTION & FRESH AIR IN ACCORDANCE WITH CODE REQUIREMENTS.
9. ROUND FLEXIBLE HVAC DUCT TO BE INSTALLED LEVEL WITH NO SAGS. ALL 90
DEGREE ELBOWS TO BE SHEET METAL. FLEXIBLE SUPPLY DUCT TO BE CLASS 1
INSULATED.
1 2 3
5 1 6 1 7 1 8 1 9
LF -1 LF -1 LF -1
F 3
LJ LF 3
LF -1 LF -1 LF -1
Storage
G4 I SECOND FLOOR ELECTRICAL
SCALE: 111e=11' -O"
A4 ISECOND FLOOR MECHANICAL
SCALE: 1 /4"=1'-0"
4 1 5 6
7
0
D
10 I 11 ( 12 I 13
ELEC. METER PROVIDE UNDERGROUND SERVICE
1 PHASE SEERVICERVICE
100 AMP 0 TO TRANSFORMER — SEE NOTE #7
------------ T/
14
15
G10 FIRST FL. ELECTRICAL
SCALE: 1/4"=V—O"
WALL EXHAUST FAN
SEE ELEC. NOTE 7_
NUTONE WF37 W SWITCH
CONTROL. MOUNT TOP
AT 7'-0" A.F.F.
Iff LM
� m �
6X10 CEIL
75 CFM
6" o
Fini hina Room
6" 0 16" 0
6X10 CEIL
74 CFM
CONNECT TO--- N.-
EXISTING SAN. SEWE
TWO—WAY C.O.
UP 6X10 CEIL
75 CFM
6" 0 6" o
14"X8" SUPPLY
1ST FL. CLG.
RAG
150 CFM
3"k!j
12"
EL C. H.
24 V LT
1 ST FL. CLG.
RAG
735 4 —
FAI
UP
®
SWITCH
M
ew --bfficeAr
6X10 CEIL
6X10 CEIL
$4
90 CFM
90 CFM
ech.
—TRAP
DISCONNECT SWITCH
STANDPIPE
�J
1ST L CLG.
LLLJ
Storage
M
6X10 CEIL
90 CFM
6X10 CEIL
M 90 CFM
A4 ISECOND FLOOR MECHANICAL
SCALE: 1 /4"=1'-0"
4 1 5 6
7
0
D
10 I 11 ( 12 I 13
ELEC. METER PROVIDE UNDERGROUND SERVICE
1 PHASE SEERVICERVICE
100 AMP 0 TO TRANSFORMER — SEE NOTE #7
------------ T/
14
15
G10 FIRST FL. ELECTRICAL
SCALE: 1/4"=V—O"
WALL EXHAUST FAN
SEE ELEC. NOTE 7_
NUTONE WF37 W SWITCH
CONTROL. MOUNT TOP
AT 7'-0" A.F.F.
Iff LM
� m �
6X10 CEIL
75 CFM
6" o
Fini hina Room
6" 0 16" 0
6X10 CEIL
74 CFM
CONNECT TO--- N.-
EXISTING SAN. SEWE
TWO—WAY C.O.
UP 6X10 CEIL
75 CFM
6" 0 6" o
14"X8" SUPPLY
1ST FL. CLG.
RAG
150 CFM
3"k!j
12"
EL C. H.
24 V LT
1 ST FL. CLG.
RAG
735 4 —
FAI
D
6X10 CEIL
120 CFM
7" o
LOCATE SUPILY
AIR DUCTS IN FL.
TRUSS SYSTEM
8°'
8" 4
Work Area
6" 06" 0
6X10 CEIL 6
I —
74 CFM UP 6X70- CEil—
fuP
—' —6 4 74 CFM 1 CFM
O—EHL
A10 FIRST FL. MECH. & PLUMB
SCALE: 1 /4"=1'-0"
10 11 12 1 13 14
3/4" WATER SERVICE
CONNECT TO EXISTIN(
WATER SERVICE
N
ELECTRICAL SYMBOL KEY:
UP
6" 0
SWITCH
ew --bfficeAr
12"X8" SUPPLY
$4
J 22"X8"� RA
BELOW CEIL.
ech.
—TRAP
DISCONNECT SWITCH
STANDPIPE
JJ
1ST L CLG.
6" 0
RAG
11 r. (,;,kA
D
6X10 CEIL
120 CFM
7" o
LOCATE SUPILY
AIR DUCTS IN FL.
TRUSS SYSTEM
8°'
8" 4
Work Area
6" 06" 0
6X10 CEIL 6
I —
74 CFM UP 6X70- CEil—
fuP
—' —6 4 74 CFM 1 CFM
O—EHL
A10 FIRST FL. MECH. & PLUMB
SCALE: 1 /4"=1'-0"
10 11 12 1 13 14
3/4" WATER SERVICE
CONNECT TO EXISTIN(
WATER SERVICE
N
ELECTRICAL SYMBOL KEY:
$
SWITCH
$3
THREE-WAY SWITCH
$4
FOUR-WAY FOUR-WAY SWITCH
DISCONNECT SWITCH
JJ
JUNCTION BOX
OUTLET
�GFI
GROUND FAULT INTERRUPTER (GFI)
HALF -SWITCHED OUTLET
9--220v
220 VOLT OUTLET
L
WATER PROOF OUTLET
{
SURFACE MOUNTED FIXTURE
-C�
RECESSED CAN FIXTURE
pi
TELEPHONE JACK
®
CEIUNG EXHAUST FAN
T�
CABLE TV JACK
K
JS
SMOKE DETECTOR WIRED IN SERIES
SURF. MTD. STRIP FLUORESCENT
SUFF. MTD FLUORESCENT
REVISIONS
J
NO.
DATE I
REVISIONS/SUBMISSIONS
/ t \ 9/17/01 RELOCATED SANITARY & WATTER SERVICE
No.
3965
STATE OF
NUI PU8LI5HED -.AIr RIGHTS RESERVED
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF MAS ASSOCAIATES AND ARE NOT TO BE USED OR REPRODUCED
IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF MAS ASSOCNATES.
IT
G
F
E
D
MAS ASSOCIATES,L.L.C.
1C0 FMEIL Architects and Planners
5153 East 64TH Street C
Indianapolis, Indiana 46220
Phone 317 726 1060 Fax 317 726 1061
Indiana Developmental Training Center
MAINTENANCE BUILDING B
Carmel, Indiana
MECHANICAL, ELECTRICAL AND
PLUMBING PLANS
DATE PROJECT NO. DRAWN APPROVED
6/21/01 2142.002 MAS DWS
COI,IPUTER FILE NAMES SHEET NO. A
MEP1
15
:y
1