HomeMy WebLinkAbout15110126 Building PlansBS
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PROJECT
INFORMATION SHEET
C001
TM
CONSTRUCTION
DOCUMENTS
INDIANA SPINE HOSPITAL
VICINITY MAP LOCATION MAP
PROJECT
LOCATION
SITE SYMBOLS AND ABBREVIATIONS
PROJECT INFORMATION SHEET
EXISTING TOPOGRAPHY SURVEY
STORMWATER POLLUTION PREVENTION PLAN, NOTES AND DETAILS
SITE DEMOLITION PLAN
SITE GRADING AND DRAINAGE PLAN
OVERALL STORMWATER MANAGEMENT PLAN (FOR REFERENCE ONLY)
EXISTING DRAINAGE PLAN (FOR REFERENCE ONLY)
STORM PLAN AND PROFILES
SITE UTILITY PLAN
SITE UTILITY DETAILS
SITE PARKING PLAN
SITE IMPROVEMENT PLAN
SITE IMPROVEMENT DETAILS
SITE LANDSCAPE PLAN
SITE LANDSCAPE DETAILS
ELECTRICAL SITE PHOTOMETRIC PLAN AND CUTSHEETS
CIVIL SHEET INDEX
DESCRIPTION
C001
1-2
C100, C110-C111
C200
C300
C301
C302
C310-C311
C400
C410-C411
C500
C501
C510-C512
C600
C610
E100
PROJECT CONTACT INFORMATION
DESCRIPTION
BROWNING INVESTMENTS - 6100 W 96TH ST. INDIANAPOLIS, IN 46278
DEVELOPER JAMES BROWNING jbrowning@browninginv.com 317-344-7400
ELECTRIC DUKE
NATURAL GAS VECTREN
TELEPHONE AT&T
COMMUNICATIONS AT&T
INDIANA SPINE GROUP
SURVEY FIRST LLC - 25 W MARION ST. DANVILLE, IN 46122
SURVEYOR TIM HIGBIE thigbie@surveyfirst.net 317-745-9008
BSALIFESTRUCTURES
CIVIL ENGINEER JEFF BISCHOFF jbischoff@bsalifestructures.com 317-819-7878
SHEET
PROJECT INFORMATION
DEVELOPMENT PLAN/
ADLS AMEND SUBMITTAL
INDIANA SPINE GROUP
13223 N MERIDIAN STREET
CARMEL, INDIANA
SOILS MAP
LOT COVERAGE
INDIANA
SPINE
GROUP
NEW
ADDITION
N M E R I D I A N S T R E E T
PENNSYLVANIA WAY
W MAIN STREET
PE
N
N
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N
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ROYEVRUSD
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IH.DYHTOMIT
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FLOW LINE
IRON PIN FOUND
MAG NAIL SET OR FOUND
MONUMENT SET AS NOTED
SECTION CORNER AS NOTED
CONC. RIGHT OF WAY MONUMENT
FENCE LINE
CHAIN LINK FENCE
WOOD PRIVACY FENCE
Feet
0 80 160
N
(M), (R) - MEASURED, RECORD DIMENSION WHERE
NOTED WHERE DIFFERENCES WERE FOUND
LOCATION MAP
WEST MAIN STREET
EXISTING
BUILDING
F.F.E. = 879.33
STRUCTURE DATA TABLE
STRUCTURE #
1004
1005
1006
1007
1008
1009
1011
1012
1013
1014
1015
1120
1426
1579
TYPE
CURB & GUTTER INLET
CURB & GUTTER INLET
CATCH BASIN
CATCH BASIN
CURB & GUTTER INLET
CURB & GUTTER INLET
CURB & GUTTER INLET
CURB & GUTTER INLET
CURB & GUTTER INLET
CURB & GUTTER INLET
CURB & GUTTER INLET
SANITARY MANHOLE
CATCH BASIN
CATCH BASIN
TOP CAST.
875.01
875.05
875.53
876.00
876.21
876.02
875.38
874.28
874.23
873.02
872.93
876.65
872.70
873.87
PIPE DATA
W 6" CPP=872.04 S 18"RCP=870.70
E 6" CPP=872.01 N 18"RCP=870.85
N 18"RCP=871.05 S 18" RCP=870.91
E 6" CPP=872.09 W 6" CPP=872.05
NE 12" RCP=871.22 E
12"RCP=871.19 S 18" RCP=871.13
W 18" RCP=871.20
S 12" RCP=871.48
NW 6" PVC=873.57 NE 15"
RCP=871.91 W 12" RCP=870.03
NE 6" PVC=873.40 E 12"RCP= 856.50
E 12" RCP=874.29
NE 6" CPP=871.04 SW 6"
CPP=871.04 SE 12"RCP=870.71
SW 6" CPP=871.18 NE 6"
CPP=871.18 SE 12"RCP=870.42 NW
12" RCP=870.46
SW 6" CPP=872.77 NE 6" CPP=
870.51 NW 30" RCP=868.40 SE 30"
RCP=868.40
SW NE 6" CPP=869.78 NW & SE 30"
RCP=868.28
N 8" PVC=863.56 E 8" PVC=863.58
S 8" PVC=863.69 S 8" PVC=863.56
FLOWS SOUTH876.65
SU
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ELECTRIC TRANSFORMER
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UNDERGROUND WATER LINE
UNDERGROUND GAS LINE
UNDERGROUND FORCE MAIN
UNDERGROUND TELEPHONE LINES
UNDERGROUND ELECTRIC LINES
OVERHEAD UTILITY LINES
TELEPHONE PEDESTAL
WOOD FENCE POST FOUND AS NOTED
GUARD POST OR BOLLARD
BUILDING ENTRANCE
PARKING BUMPER
DRAIN CLEANOUT
SANITARY MANHOLE
WATER METER PIT MANHOLE
GATE POST (CHAIN LINK TYPE)
FIRE PROTECTION VALVE
WOOD PRIVACY FENCE
FROM OUTSIDE INDIANAINSIDE INDIANA
1-800-428-5200811
(TWO WORKING DAYS PLEASE)
Feet
0 30 60
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A
B
INDCATES DEPRESSED OR RAISED EDGE OF SLAB
INDCATES START OR END OF SLOPED SLAB
INDCATES NON-SEISMIC BEAM-TO-COLUMN
MOMENT CONNECTION
INDCATES NON-SEISMIC BEAM-TO-GIRDER
MOMENT CONNECTION
INDCATES SEISMIC BEAM-TO-COLUMN MOMENT
CONNECTION
MCX
INDCATES SPAN DIRECTION OF COMPOSITE
FLOOR SLAB. REFER TO FRAMING PLANS FOR
SLAB EXTENTS AND INFORMATION.
INDCATES SPAN DIRECTION OF STEEL ROOF
DECK. REFER TO FRAMING PLANS FOR ROOF
DECK EXTENTS AND INFORMATION.
TC
TB
INDCATES BEAM OR GIRDER RUNS OVER TOP
OF COLUMN. REFER TO TYPICAL DETAILS FOR
CONNECTION DETAILS.
INDCATES COLUMN SUPPORTED BY BEAM OR
GIRDER. REFER TO TYPICAL DETAILS FOR
CONNECTION DETAILS.
PLAN ANNOTATION SYMBOL KEY
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :3 7
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S001
GENERAL NOTES AND
ABBREVIATIONS
0891
CONSTRUCTION
DOCUMENTS
1.IF THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT RESTRICTIONS AND
REQUIREMENTS SHALL GOVERN.
2.PLAN NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. TYPICAL
DETAILS AND SECTIONS NOT CUT ON THE PLANS SHALL APPLY UNLESS NOTED OTHERWISE.
3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.
4.CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL OTHER DISCIPLINES TO
AVOID ANY CONFLICTS DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE
STRUCTURAL DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS.
5.LOCATION, SIZES AND QUANTITY OF ALL OPENINGS MAY NOT BE COMPLETELY INDICATED ON THE STRUCTURAL
DRAWINGS. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL OTHER DISCIPLINES PRIOR
TO ANY FABRICATION.
6.CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY FABRICATION OR CONSTRUCTION.
IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, NOTIFY A/E IMMEDIATELY FOR MODIFICATIONS TO THE
DRAWINGS.
7.THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING,
UNDERPINNING, ETC. THE A/E IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES,
SEQUENCES OR SAFETY PROCEDURES DURING CONSTRUCTION.
GENERAL NOTES:
GENERAL INFORMATION
1.ALL CONCRETE, UNLESS OTHERWISE NOTED IN SCHEDULES OR DETAILS, SHALL HAVE A MINIMUM 28 DAY CONCRETE
COMPRESSIVE STRENGTH OF 4000 PSI. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF), EXCEPT, ALL
ELEVATED CONCRETE SLABS OVER METAL DECK SHALL BE LIGHTWEIGHT (110 PCF) U.N.O. ON PLANS.
2.ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR-ENTRAINED. FOR SURFACE FINISHES AND OTHER
REQUIREMENTS, REFER TO THE CONCRETE SPECIFICATIONS.
3.DETAILS OF FABRICATION OF REINFORCEMENT, HANDLING AND PLACEMENT OF THE CONCRETE, CONSTRUCTION OF
FORMS AND PLACEMENT OF REINFORCEMENT, NOT OTHERWISE COVERED BY THE PLANS AND SPECIFICATIONS,
SHALL COMPLY WITH THE LATEST ADDITION OF THE A.C.I. CODE AND C.R.S.I. REQUIREMENTS.
4.PROVIDE 3/4" CHAMFERS ON ALL EXPOSED EDGES OF CONCRETE AND THE EXPOSED CORNERS OF BEAMS,
GIRDERS AND COLUMNS UNLESS OTHERWISE SHOWN OR NOTED. SEE ARCHITECTURAL DRAWINGS FOR
ADDITIONAL DETAILS.
5.ALL MISCELLANEOUS ITEMS TO BE INSTALLED IN ANY CONCRETE WORK, SUCH AS PIPES, ELECTRICAL CONDUITS,
DOVETAIL ANCHOR SLOTS, REGLETS, ETC., SHALL BE PROPERLY LOCATED, INSTALLED AND CHECKED BY THE G.C.
PRIOR TO PLACEMENT OF CONCRETE. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR THE EXACT EXTENT
AND LOCATION OF THESE ITEMS THAT ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.
6.PROVIDE SLEEVES FOR ALL PIPE AND CONDUIT PENETRATIONS IN FOUNDATION WALLS, GRADE BEAMS, WALL
FOOTINGS AND TRENCH FOOTINGS TO TOTALLY SEPARATE THE PIPES FROM THE CONCRETE. REFER TO TYPICAL
DETAILS.
7.NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN CONCRETE WALLS, FOOTINGS, BEAMS OR SLABS
UNLESS SHOWN OR NOTED IN THE CONTRACT DRAWINGS. VERTICAL JOINTS ARE PERMITTED IN CONCRETE SLABS,
WALLS, WALL FOOTINGS, TRENCH FOOTINGS AND GRADE BEAMS. REFER TO TYPICAL DETAILS.
8.ALL CONSTRUCTION JOINTS IN CONCRETE WALLS, FOOTINGS, BEAMS OR SLABS SHALL BE PROVIDED WITH A
KEYWAY. THE SURFACE OF THE CONCRETE SHALL BE THOROUGHLY CLEANED AND ALL LATIANCE REMOVED. IN
ADDITION, THE JOINT SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF CEMENT GROUT OR A
BONDING AGENT IMMEDIATELY BEFORE PLACING CONCRETE.
9.CONTROL JOINTS, IF NOT SHOWN ON DRAWINGS, SHALL BE PROVIDED IN ALL SLABS-ON-GRADE THAT ARE EXPOSED
OR THAT SUPPORT BRITTLE FINISHES SUCH AS CERAMIC TILE OR TERAZZO. JOINTS SHALL BE LOCATED ON EACH
COLUMN LINE AND NOT TO EXCEED 15' IN EITHER DIRECTION U.N.O. SEE TYPICAL SLAB-ON-GRADE DETAILS.
10.THE SAW CUTTING OF CONTROL JOINTS IN A SLAB-ON-GRADE MAY BEGIN WHEN THE CUTTING ACTION WILL NOT
TEAR, ABRADE, OR OTHERWISE DAMAGE THE SURFACE AND BEFORE THE CONCRETE DEVELOPS RANDOM
SHRINKAGE CRACKING. SAW CUTTING MAY BEGIN AND FINISH WITHIN 4 TO 12 HOURS AFTER SURFACE FINISHING IS
COMPLETE.
11.REFER TO CONCRETE SPECIFICATIONS FOR FLOOR FLATNESS REQUIREMENTS AT THE SLAB-ON-GRADE AND
ELEVATED CONCRETE SLAB TYP.
12.MAINTAIN A MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL BETWEEN BEARING ELEVATIONS OF ADJACENT
FOOTINGS TO AVOID UNDERMINING FOUNDATIONS UNLESS NOTED OTHERWISE IN PLANS.
13.SET ANCHOR BOLTS WITH 3/4" THICK PLYWOOD TEMPLATES OR 1/4" THICK STEEL PLATE TEMPLATES AND BRACE
AGAINST DISPLACEMENT.
CONCRETE
STRUCTURAL STEEL
1.BUILDING CODE: THE 2012 INTERNATIONAL BUILDING CODE (IBC) W/ 2014 INDIANA BUILDING CODE AMENDMENTS.
2.DESIGN CODES:
- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), ASD 9TH EDITION
- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), LRFD 3RD EDITION
- STEEL DECK INSTITUTE (SDI)
- AMERICAN IRON AND STEEL INSTITUTE (AISI)
- AMERICAN CONCRETE INSTITUTE (ACI), 318-99
- CONCRETE REINFORCING STEEL INSTITUTE (CRSI)
- NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA)
3.DESIGN LOAD CRITERIA:
GRAVITY LOADS:
DEAD LOAD OF STRUCTURE .....................................................:ACTUAL
ADDITIONAL DEAD LOAD ALLOWANCES:
- SUSPENDED M/E/P TYPICAL ..................................................:15 PSF
- SUSPENDED CEILINGS ...........................................................:5 PSF
- MECHANICAL EQUIPMENT (OUTSIDE MECH ROOM) ...........:AS NOTED ON PLANS
LIVE LOADS:
- ELEVATED FLOOR LIVE LOAD ...............................................:80 PSF + 20 PARTITION
- ROOF SNOW LOAD .................................................................:20 PSF + SNOW DRIFT
- EXIT CORRIDORS & STAIRS ..................................................:100 PSF
WIND LOAD CRITERIA:
- BASIC WIND SPEED ................................................................:120 MPH
- RISK CATEGORY .....................................................................:IV
- WIND EXPOSURE CATEGORY ...............................................:B
SEISMIC LOAD CRITERIA:
- SEISMIC RISK CATEGORY ......................................................:IV
- SEISMIC IMPORTANCE FACTOR ...........................................:1.5
- SITE CLASS ..............................................................................:C
- SPECTRAL RESPONSE ACCELERATION .............................:SDS=.118, SD1=.093
- SEISMIC DESIGN CATEGORY ................................................:C
- DESIGN BASE SHEAR ...............................................................:0.059W
4.PROVISION FOR FUTURE EXPANSION IS NOTED AS FOLLOWS:NONE
DESIGN
1.ALL METAL DECK MATERIAL, FABRICATION, AND INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OFTHE
STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS AND COMMENTARY" AND "CODE OF RECOMMENDED STANDARD
PRACTICE".
2.COMPOSITE FLOOR DECK TO BE GALVANIZED AND MEET OR EXCEED LOAD CAPACITIES OF VULCRAFT "VLI SERIES"
COMPOSITE STEEL FLOOR DECK AND CONFORM TO ALL SDI CRITERIA AND RECOMMENDATIONS. REFER TO
STRUCTURAL PLANS FOR COMPOSITE DECK SIZE, GAUGE, ORIENTATION AND LOCATION. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
3.PROVIDE ALL REQUIRED ACCESSORIES FOR A COMPLETE JOB INCLUDING DECK SUPPORT ANGLES AT COLUMNS
AND DECK SPAN CHANGES, COVER PLATES, CLOSURES AND SUMP PANS.
4.DECK SHALL BE PROVIDED IN A MINIMUM OF 3 SPAN LENGTHS WHERE POSSIBLE.
5.DECK SHALL BE FASTENED TO SUPPORTING MEMBERS WITH SHEAR CONNECTORS OR 3/4" MINIMUM DIAMETER
FUSION WELDS THROUGH WELDING WASHERS AT 12" O.C. MAXIMUM SPACING. FASTEN SIDELAPS AT INTERVALS
NOT TO EXCEED 2'-0" O.C. MAXIMUM.
6.SCREEDS SHALL BE SET TAKING INTO ACCOUNT THE DEAD LOAD DEFLECTIONS NOTED ON THE PLANS AND ANY
CAMBER IN THE BEAMS IN ORDER TO ACHIEVE A LEVEL FLOOR. SET BEAMS AND GIRDERS WITH CAMBER UP.
7.THE SEQUENCE AND METHOD OF POURING THE FLOORS SHALL BE SUBMITTED TO THE A/E PRIOR TO STARTING ANY
CONCRETE OPERATIONS. IN GENERAL, CONCRETE POURS SHOULD BE MADE ACROSS THE ENTIRE WIDTH OF A
FLOOR IN A DIRECTION PARALLEL TO THE GIRDERS. ANY SINGLE POUR SHOULD BE STOPPED AT A COLUMN LINE.
8.SHEAR CONNECTORS SHALL BE 3/4"ø x 4" LONG HEADED STUDS. SEE PLANS FOR LOCATION.
9.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING SHEAR STUD LOCATIONS ON EACH BEAM.
10.SHEAR STUDS SHALL BE LOCATED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS.
11.SHEAR STUD INSTALLATION SHALL BE TESTED BY THE TESTING INSPECTOR PER AWS SPECIFICATIONS AND
APPROVED BEFORE ANY SLABS CAN BE POURED. THE ARCHITECT/ENGINEER MAY RANDOMLY TEST THE STUDS AND
MAY REQUIRE ADDITIONAL WORK IF THE WORK IS DEEMED INADEQUATE.
COMPOSITE METAL DECK
1.BUILDING FOUNDATION DESIGN BASED ON NET ALLOWABLE SOIL BEARING PRESSURE OF 2500 FOR COLUMN
SPREAD FOOTINGS AND 2000 FOR CONTINUOUS WALL FOOTINGS. REFER TO GEOTECHNICAL REPORT BY
PATRIOT ENGINEERING. SOIL BEARING PRESSURE TO BE FIELD VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR
TO CONSTRUCTION.
2.BUILDING FOUNDATION SHALL BE PLACED ON FIRM, UNDISTURBED NATURAL SOILS OR ON ENGINEERED FILL
MATERIAL. FOR AREAS REQUIRING ENGINEERED FILL, THIS MATERIAL SHALL CONSIST OF CLEAN GRANULAR FILL
COMPACTED TO 95% STANDARD PROCTOR FOR SLABS & 100% STANDARD PROCTOR FOR FOOTINGS AND
PLACED IN LIFTS AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. SOIL BEARING PRESSURE OF
ENGINEERED FILL TO BE FIELD VERIFIED BY A THE SOILS ENGINEER ON SITE PRIOR TO CONSTRUCTION.
5.BACKFILL MATERIAL FOR THE BACK SIDE (EARTH SIDE) OF RETAINING WALLS TO BE CLEAN, WASHED DRAINAGE
FILL TO PERMIT DRAINAGE TO PERIMETER DRAIN SYSTEM. DRAINAGE FILL TO BE COMPACTED AS NOTED IN THE
EARTHWORK SPECIFICATIONS AND PLACED IN 8" LIFTS TO 95% STANDARD PROCTOR FOR SLABS & 100%
STANDARD PROCTOR FOR FOOTINGS.
6.SUBBASE MATERIAL UNDER SLABS-ON-GRADE TO BE CLEAN GRANULAR FILL COMPACTED AS NOTED IN THE
EARTHWORK SPECIFICATIONS.
7.BACKFILL AGAINST GRADE BEAMS AND FROST WALLS SHALL BE PLACED EVENLY ON BOTH SIDES.
8.UNDERCUTTING OF THE SOIL FOR FOUNDATION AND/OR PLACEMENT MAY BE REQUIRED. THE STRUCTURAL
DRAWINGS MAY NOT INDICATE THE ENTIRE SCOPE OF UNDERCUTTING, FILL, BAD SOIL OR ROCK REMOVAL THAT
MAY BE REQUIRED TO ATTAIN THE DESIGN SOIL BEARING PRESSURES. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO REVIEW THE GEOTECHNICAL REPORT, BEFORE BIDDING, TO ASSESS THE EXTENT OF
EXCAVATION AND COMPACTION THAT MAY BE REQUIRED TO MEET THE DESIGN CRITERIA.
9.A REPORT CERTIFIED BY THE SOILS ENGINEER ON SITE SHALL BE FURNISHED TO THE A/E VERIFYING THAT ALL
FOUNDATIONS WERE PLACED ON A MATERIAL CAPABLE OF SUSTAINING THE DESIGN BEARING PRESSURES.
10.IF DEWATERING IS REQUIRED, SUMPS SHALL NOT BE PLACED WITHIN THE FOUNDATION EXCAVATION.
PROOFROLL SUBGRADE UNDER OBSERVATION OF THE SOILS ENGINNER. SCARIFY THE TOP 10" OF EXISTING
SOILS & COMPACT IN AREAS OF PAVEMENT.
EARTHWORK/FOUNDATION NOTES
1.ALL METAL DECK MATERIAL, FABRICATION, AND INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE
STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS AND COMMENTARY" AND "CODE OF RECOMMENDED STANDARD
PRACTICE".
2.ROOF DECK TO BE GALVANIZED AND MEET OR EXCEED LOAD CAPACITIES OF VULCRAFT "B SERIES" METAL ROOF
DECK AND CONFORM TO ALL SDI CRITERIA AND RECOMMENDATIONS. REFER TO STRUCTURAL PLANS FOR METAL
ROOF DECK SIZE, GAUGE, ORIENTATION AND LOCATION. SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
3.DECK SHALL BE PROVIDED IN A MINIMUM OF 3 SPAN LENGTHS WHERE POSSIBLE.
4.METAL ROOF DECK IS DESIGNED AS A HORIZONTAL DIAPHRAGM. ALL WELDS TO BE 5/8" PUDDLE WELDS. WELDING
PATTERN SHALL BE 36/4 WITH #10 TEK SCREWS AT 24" O.C. AT SIDELAPS.
5.PROVIDE ALL REQUIRED ACCESSORIES FOR A COMPLETE JOB INCLUDING DECK SUPPORT ANGLES AT COLUMNS
AND DECK SPAN CHANGES, COVER PLATES, CLOSURES AND SUMP PANS.
6.DO NOT SUSPEND LIGHT FIXTURES, DUCTS, BULKHEADS, OTHER UTILITIES, ETC., FROM THE STEEL ROOF DECK.
METAL ROOF DECK
1.ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST ADDITION OF ACI 315,
ACI 318, AND CRSI.
2.REINFORCEMENT SHALL HAVE DEFORMED SURFACES IN ACCORDANCE WITH ASTM A615 WITH MINIMUM YIELD
STRENGTH OF 60,000 PSI.
3.WELDED WIRE FABRIC SHALL BE SMOOTH CONFORMING TO ASTM A185.
4.THE SHOP DRAWINGS FOR REINFORCING STEEL SHALL INCLUDE SCALE ELEVATIONS OF ALL CONCRETE WALLS.
5.PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS.
6.REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE PROTECTION (CLEAR COVER) UNLESS OTHERWISE
NOTED:
- SURFACES NOT FORMED AND IN CONTACT WITH SOIL .................:3"
- FORMED SURFACES IN CONTACT WITH SOIL OR WEATHER .........:2"
- BEAMS, GIRDERS AND COLUMNS ...................................................:1 1/2"
- SLABS, WALLS AND JOISTS ............................................................:3/4"
7.PROVIDE 50 BAR DIA. LAP SPLICES FOR #6 REBAR AND SMALLER AND 62 BAR DIA. LAP SPLICES FOR #7 REBAR AND
LARGER. TYPICAL U.N.O.
8.PROVIDE ADDITIONAL REINFORCING BARS AROUND ALL OPENINGS IN CONCRETE SLABS AND WALLS EQUAL TO THE
AMOUNT INTERRUPTED BY THE OPENINGS (1/2 EA. SIDE TYPICAL). WHERE OPENINGS ARE SUCH THAT THE
REINFORCING STEEL IS NOT INTERRUPTED, NO ADDITIONAL REINFORCING IS REQUIRED. REFER TO TYPICAL
CONCRETE OPENING DETAIL.
9.OPENINGS THROUGH CONCRETE WALLS, SLABS OR OTHER STRUCTURAL ELEMENTS NOT DETAILED ON THE
STRUCTURAL DRAWINGS MUST BE LOCATED AND SHOWN ON THE APPLICABLE REINFORCING STEEL SHOP
DRAWINGS. THE FINAL LOCATION OF ALL OPENINGS MUST BE REVIEWED BY THE A/E BEFORE THE CONCRETE IS
POURED.
10.THE WELDED WIRE FABRIC IN THE COMPOSITE ELEVATED SLAB SHALL BE SUPPORTED BY PLACING CONTINUOUS
HEAVY BOLSTERS AT 2'-6" O.C. MAXIMUM OVER THE COMPOSITE METAL DECK.
11.THE WELDED WIRE FABRIC IN THE CONCRETE SLAB-ON-GRADE SHALL BE SUPPORTED BY CONTINUOUS #4 SUPPORT
BARS AT 2'-6" O.C. MAXIMUM. THE #4 BARS SHALL BE TIED AND SUPPORTED BY CONCRETE BRICK SPACERS (2 1/4"
HIGH) AT 2'-6" O.C. MAXIMUM.
REINFORCING STEEL
ADDL
ADJ
ALT
APPRX
ARCH
B/
B/B
BLDG
BLK
BLKG
BM
BOT
BRDG
BRG
BTWN
C
C/C
CIP
CL
CLR
CMU
COL
COMP
CONC
CONN
CONST
CONT
DBL
DET
DIA
DIAG
DIM(S)
DL
DWG(S)
DWL(S)
ECC
EA
EF
EL
ELEC
ENGR
E.O.D.
E.O.S
EQ
EQUIP
EW
EXP
EXST
EXT
F/F
FIN
FL
FND
FP
FS
FTG
GA
GALV
GEN
GR
HK
HORZ
HP
HT
ID
IF
INFO
INT
INTRM
JST(S)
JT
K
KLF
KSF
LL
LLH
ADDITIONAL
ADJACENT
ALTERNATE
APPROXIMATE
ARCHITECT OR ARCHITECTURAL
BOTTOM OF
BACK TO BACK
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
BRIDGING
BEARING
BETWEEN
COMPRESSION
CENTER TO CENTER
CAST-IN-PLACE
CENTER LINE
CLEAR OR CLEARANCE
CONCRETE MASONRY UNIT
COLUMN
COMPRESSION
CONCRETE
CONNECTION
CONSTRUCTION(S)
CONTINUOUS
DOUBLE
DETAIL
DIAMETER
DIAGONAL
DIMENSION(S)
DEAD LOAD
DRAWING(S)
DOWEL(S)
ECCENTRICITY
EACH
EACH FACE
ELEVATION
ELECTRICAL
ENGINEER
EDGE OF DECK
EDGE OF SLAB
EQUAL
EQUIPMENT
EACH WAY
EXPANSION
EXISTING
EXTERIOR
FACE TO FACE
FINISH(ED)
FLOOR
FOUNDATION
FIREPROOF(ING)
FAR SIDE
FOOTING
GAGE OR GAUGE
GALVANIZED
GENERAL
GRADE
HOOK
HORIZONTAL
HIGH POINT
HEIGHT
INSIDE DIAMETER
INSIDE FACE
INFORMATION
INTERIOR
INTERMEDIATE
JOIST(S)
JOINT
KIPS (OR 1,000 POUNDS)
KIP PER LINEAR FOOT
KIP PER SQUARE FOOT
LIVE LOAD
LONG LEG HORIZONTAL
LLV
LONG
LP
LWC
LWT
M
MATL
MAX
MC
MECH
MEZZ
MFGR
MID
MIN
MISC
NIC
NO
NOM
NS
NTS
NWC
NWT
O.C.
O.D.
O.F.
O.H.
OPNG(S)
OPP
PC
PCY
PERP
PL
PRCST
PRLL
PSF
PSI
PT
RAD
REF
REINF
REQD
RD
SCHED
SDL
SECT
SF
SHT
SIM
SOG
SP
SPEC(S)
STD
STL
STRCT
STRCTL
SUPPTS
SYM
T
T/
T&B
TEMP
TH
T/FTG
T/SLAB
T/STEEL
TYP
UNO
V
VERT
VIF
W/
W/O
WD
WP
WPFG
WS
WWF
LONG LEG VERTICAL
LONGITUDINAL
LOW POINT
LIGHTWEIGHT CONCRETE
LIGHTWEIGHT
MOMENT
MATERIAL
MAXIMUM
MOMENT CONNECTION(S)
MECHANICAL
MEZZANINE
MANUFACTURER
MIDDLE
MINIMUM
MISCELLANEOUS
NOT IN CONTRACT
NUMBER
NOMINAL
NEAR SIDE
NOT TO SCALE
NORMAL WEIGHT CONCRETE
NORMAL WEIGHT
ON CENTER
OUTSIDE DIAMETER
OUTSIDE FACE
OPPOSITE HAND
OPENING(S)
OPPOSITE
PIECE
POUNDS PER CUBIC YARD
PERPENDICULAR
PLATE
PRECAST
PARALLEL
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT
RADIUS
REFERENCE
REINFORCE(D) (ING) OR (MENT)
REQUIRED
ROOF DRAIN
SCHEDULE(D)
SUPERIMPOSED DEAD LOAD
SECTION
SQUARE FOOT (FEET)
SHEET
SIMILAR
SLAB ON GRADE
SPACE
SPECIFICATION(S)
STANDARD
STEEL
STRUCTURE
STRUCTURAL
SUPPORT(S)
SYMMETRICAL
TENSION
TOP OF
TOP AND BOTTOM
TEMPERATURE
THICK OR THICKNESS
TOP OF FOOTING
TOP OF SLAB
TOP OF STEEL
TYPICAL
UNLESS NOTED OTHERWISE
SHEAR
VERTICAL
VERIFY IN FIELD
WITH
WITHOUT
WOOD
WORK POINT
WATERPROOFING
WATERSTOP
WELDED WIRE FABRIC
Ø
#
(# #)
(# #)
(# # #)
C# #
C=# #
GB#
HSS# #
L# #
2L# #
P#
PX#
PXX#
PG#
S#
W# #
WT# #
DIAMETER
NUMBER, SIZE OR SECTION IDENTIFICATION
NUMBER OF STUDS UNIFORMLY SPACE-TYP DETAIL
(# #) NUMBER OF STUDS PER SECTION EQUALLY SPACED-TYP DETAIL
DESIGN REACTION IN KIPS FOR FACTORED LOADS (LRFD)
CHANNEL SECTION
CAMBER IN INCHES
GRADE BEAM
HOLLOW STRUCTURAL SECTION
SINGLE ANGLE SECTION
DOUBLE ANGLE SECTION
STRUCTURAL STEEL PIPE SECTION
EXTRA STRONG STRUCTURAL STEEL PIPE SECTION
DOUBLE-EXTRA STRONG STRUCTURAL STEEL PIPE SECTION
PLATE GIRDER
SPAN DIRECTION AND TYPE
WIDE FLANGE SECTION
TEE SECTION (CUT FROM A WIDE FLANGE SECTION)
LBS POUNDS
PLF POUNDS PER LINEAR FOOT
ABBREVIATIONS AND SYMBOLS
ABBREVIATIONS
1.DETAILS FOR DESIGN, FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE
LATEST A.I.S.C. STANDARDS UNLESS OTHERWISE NOTED OR SPECIFIED.
2.ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING U.N.O. ON THE STRUCTURAL DRAWINGS:
WIDE FLANGE SHAPES ..................................:ASTM A572 OR ASTM A992 (Fy = 50 KSI)
CHANNELS, ANGLES, PLATES, BARS .........:ASTM A36 (Fy = 36 KSI)
RECTANGULAR TUBES (HSS) .......................:ASTM A500 GRADE B (Fy = 46 KSI)
STRUCTURAL PIPE .........................................:ASTM A53 GRADE B (Fy = 35 KSI)
3.ALL STRUCTURAL BOLTS (INCLUDING WASHERS AND NUTS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 325
OR A490. ALL BOLTS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION U.N.O. BOLTING OF STRUCTURAL STEEL
SHALL CONFORM TO THE PROVISIONS OF RCSC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 AND
A490 BOLTS."
4.MINIMUM SIZE OF BOLTS SHALL BE 3/4" DIAMETER, AND EACH CONNECTION SHALL HAVE A MINIMUM OF 2 BOLTS WITH
ONE HARDENED WASHER PER BOLT.
5.ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 AS NOTED ON THE DRAWINGS. REFER TO TYPICAL DETAIL FOR SIZE
AND LENGTH.
6.PERMANENT MACHINE BOLTS, USING AN APPROVED TYPE OF SELF ANCHORING HEX NUT, MAY BE USED FOR SUCH
MINOR CONNECTIONS AS SHELF ANGLES, CLOSURES, ETC.
7.WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S (AWS)
STRUCTURAL WELDING CODES. ALL WELDING SHALL BE PERFORMED BY PREQUALIFIED WELDERS.
8.WELDED CONNECTIONS FOR STEEL MEETING ASTM A992 OR A572 SHALL BE MADE WITH E70XX LOW HYDROGEN
ELECTRODES. OTHER WELDED CONNECTIONS TO BE MADE WITH REGULAR E70XX ELECTRODES.
9.WELDS NOT OTHERWISE NOTED ON DRAWINGS SHALL BE CONTINUOUS FILLET WELDS. THE MINIMUM SIZE SHALL BE
1/4" OR AS REQUIRED BY THE AISC SPECIFICATIONS, WHICHEVER IS LARGER.
10.MINIMUM THICKNESS OF ALL CONNECTION MATERIAL TO BE 5/16" UNLESS NOTED OTHERWISE.
11.UNLESS NOTED OTHERWISE, ALL SIMPLE BEAM SHEAR CONNECTIONS SHALL BE MADE USING DOUBLE ANGLE
CONNECTIONS AND/OR SHEAR PLATE CONNECTIONS. CONNECTIONS SHALL BE HIGH STRENGTH BOLT BEARING TYPE
WITH THREADED PARTS INCLUDED IN THE SHEAR PLANE. ALL CONNECTIONS, UNLESS FULLY DETAILED ON THE
STRUCTURAL DRAWINGS, SHALL BE DESIGNED AND DETAILED BY THE STRUCTURAL STEEL FABRICATOR TO MEET BOTH
AISC AND OSHA REQUIREMENTS. REFER TO TYPICAL DETAILS FOR TYPE OF SIMPLE BEAM CONNECTION AND MINIMUM
BOLT REQUIREMENTS.
12.PROVIDE TEMPORARY ERECTION BRACING OF THE STRUCTURE UNTIL ALL PERMANENT LATERAL SUPPORT IS IN
PLACE.
13.STEEL COLUMNS BELOW GRADE SHALL PAINTED WITH 2 COATS OF ASPHALTIC PAINT AND ENCASED IN A MINIMUM OF
4" OF CONCRETE.
14.ALL EDGE ANGLES OR BENT PLATES SHALL BE FIELD APPLIED TO THE BEAMS WITH ±1/8" HORIZONTAL AND VERTICAL
TOLERANCE TO FACILITATE OTHER INSTALLATIONS.
15.FIELD PAINT, WHERE APPLICABLE, ALL FIELD WELDS, ABRASIONS, RUST SPOTS AND FIELD BOLTS ON STRUCTURAL
STEEL, JOISTS AND DECKING AFTER ERECTION.
17.THE CONTRACTOR SHALL PROVIDE A UNIT COST TO SUPPLY, FABRICATE AND INSTALL 5 TONS OF STRUCTURAL STEEL IN
ADDITION TO THAT SHOWN ON THE PLANS. THIS ADDITIONAL STRUCTURAL STEEL SHALL BE INSTALLED AT THE DIRECTION
OF THE A/E. THE OWNER SHALL BE GIVEN A CREDIT AT THE CONTRACT UNIT PRICE FOR THE UNUSED PORTION.
18.THE CONTRACTOR SHALL PROVIDE A UNIT COST TO SUPPLY, FABRICATE AND INSTALL 2 TONS OF MISCELLANEOUS STEEL
(ANGLES, PLATES, ETC.) IN ADDITION TO THAT SHOWN ON THE PLANS. THIS ADDITIONAL MISCELLANEOUS STEEL SHALL
BE INSTALLED AT THE DIRECTION OF THE A/E. THE OWNER SHALL BE GIVEN A CREDIT AT THE CONTRACT UNIT PRICE FOR
THE UNUSED PORTION.
SYMBOLS
HWS HEADED WELDED STUD
MARK DATE DESCRIPTION
CORNER BARS TO MATCH
SIZE AND SPACING OF
HORIZ. WALL REINF.
EXTEND ALL HORIZONTAL REINF.
BARS TO WITHIN 1 1/2" OF
THE OUTSIDE FACE OF WALLS.
STANDARD HOOK OR MIN. 8" TYP.
KEYED CONST. JOINT
NOTE:
SEE SECTIONS FOR SIZE AND SPACING OF
VERTICAL AND HORIZONTAL WALL REINFORCING
WHICHEVER IS LONGER
40 BAR DIA. OR 24" LAP
FOUNDATION WALL AND REINF.
PER PLANS AND DETAILS
COORDINATE INVERT ELEVATION
OF OPENINGS W/ MECHANICAL,
ELECTRICAL OR PLUMBING
(2) #6 BARS x
OPENING WIDTH +
6'-0" IN LENGTH
S E E
M E C H .
P L A N S
MIN.
1' - 0"
BETWEEN OPENINGS
U.N.O OR APPROVED
BY STRUCTURAL ENGINEER
(2) #6 BARS x
OPENING WIDTH +
6'-0" IN LENGTH
#5 EACH SIDE OF
OPENING x OPENING
WIDTH +4'-0" IN LENGTH
FOR TYPICAL WALL
REINFORCING, SEE
PLAN AND DETAILS
CONTACT A/E IF OPENING IS LARGER THAN 8'-0"
T /3
T /3
T /3
3"
PREVIOUS POUR NEW POUR
PROVIDE 2-#5x3'-0" LONG THRU
JOINT (IF NO TOP REINF. IN FTG.)
PROVIDE KEY FULL
WIDTH OF FOOTING
PROVIDE FOOTING REINF
CONT. THROUGH JOINT
U .N .O
1 '
-
0 "
2 "
C L R .
TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING
TOP OF SLEEVE INTERRUPTS BOTTOM REINFORCING
12" LEG (TYP)CONT WALL FOOTING
REINFORCING
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
PROVIDE DEEPENED
WALL FOOTING AT PIPE
BARS TO MATCH
FOOTING REINFORCING
KEEP 6" MIN OF
CONCRETE ALL AROUND
(4) #3 BARS TRANSVERSE
1
2
12" LEG (TYP)CONT WALL FOOTING
REINFORCING
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
PROVIDE DEEPENED
WALL FOOTING AT PIPE
#3 BARS @ 12" O.C.
KEEP 6" MIN. OF
CONCRETE ALL AROUND
(4) #3 BARS TRANSVERSE
12
NOTE:
THESE DETAILS DO NOT APPLY IF TOP OF PIPE IS
MORE THAN 8" BELOW BOTTOM OF WALL FOOTING
EXT. CONCRETE
SEE SITE PLAN
1/2" EXPANSION
MATERIAL AND
SEALANT
#3 NOSING
BAR (TYP.)
6x6-W2.1xW2.1
W.W.F. TYP. UNO
NOTE:
SEE ARCH. DRAWINGS FOR TREAD
AND RISER DIMENSIONS & RAILINGS
SLAB-ON-GRADE, SEE PLAN
FOR THICKNESS AND
REINFORCING
COMPACTED
GRANULAR
FILL MATERIAL
#4 @ 48" O.C. VERT.
SUPPORT BAR
(2) #5 CONT.
6 "
10"
1 '
-
6 "
CAST-IN STAIR
NOSING PER
ARCH.
(16" MIN.)
2 x H
H
U .N .O .
1 '-0 "
1
2NOTE:
REFER TO FOUNDATION PLAN FOR FOOTING
STEP ELEVATIONS AND LOCATIONS
CONTINUOUS WALL FOOTING
REINFORCING, SEE PLAN &
DETAILS (TYP.)
(MIN.)
2' - 0" LAP
(MIN.)
2' - 0" LAP
(T Y P .)
3 "C L R .
(T Y P .)
3 "
C L R .
(T P .)
3 "
C L R .
SEE PLAN SEE PLAN
SEE PLAN
VARIES
S E E
P L A N
SLOPE PER SITE DRAWINGS
#5 @ 18" O.C.
2'-6"
1'-6"(3) #5 CONT.
T/FTG.
PER PLAN
#5 @ 18" O.C.
3'-0"
1'-6"SLAB PER PLAN
1/2" COMPRESSIBLE
FILLER (LOCATE
UNDER THRESHOLD)
FDN WALL
PER PLAN
(2)#5 SUPPORT
BARS TYPICAL
S E E
P L A N
.
NOTE:
REFER TO SECTIONS FOR WALL AND
FNDN REINFORCING AND DIMENSIONS
B
B+D
MINIMUM LIMIT OF
STRUCTURAL FILL
EXCAVATION LINE
SOFT OR UNSUITABLE SOILS
EXCAVATED AND REPLACED WITH
COMPACTED STRUCTURAL FILL
D
T/FTG. ELEV.
PER PLAN
B = WIDTH OF FOOTING
D = DEPTH OF SUITABLE SOILS
FUTURE GRADE
COMPACT TO 100% OF
STANDARD PROCTOR (D698).
NOTE:
STEEL COLUMN CAN BE USED AS GROUND
CONDUCTOR IF LIGHTNING PROTECTION SYSTEM
IS PROVIDED.
1#4/0 BARE COPPER
3/4" x 10'-0" COPPER
CLAD GROUND ROD
FINISHED FLOOR SLAB
COLUMN FOOTING
OR FOUNDATION
GRAVEL
FILL LAYER CADWELD
STRUCTURAL STEEL COLUMN
CADWELD
BUILDING
GROUND LOOP
BUILDING
GROUND LOOP
6 ".
COLUMN SIZE AND
BASE PLATE PER
PLAN AND DETAIL
3/8" JOINT FILLER
AND SEALANT
(TYP. ALL SIDES)
SLAB @
ELEV. (100''-0")
LEVELING NUT
AND 2" NON-SHRINK
GROUT
ANCHOR BOLT
SIZE AND SPACING
VARIES
P L A N
P E R
FIELD APPLY ASPHALTIC PROTECTIVE COATING
TO COLUMN, BASE PLATE, AND HEAD OF
ANCHOR BOLTS. EXTEND 2" ABOVE FLOOR TYP.
COLUMN BLOCK-OUT POURED AFTER SLAB IS
POURED OR AS PART OF SLAB IF SLAB DOES
NOT INCLUDE CONSTRUCTION JOINTS
BASE PLATE SIZE PER PLAN
OR COLUMN SCHEDULE
SEE PLAN FOR SLAB THICKNESS,
REINFORCING AND ELEVATION
COLUMN PER PLAN OR SCHEDULE
ANCHOR BOLTS WITH NUTS &
WASHERS PER TYPICAL DETAIL
LEVELING NUT & WASHER IN
NON-SHRINK GROUT SPACE
PER TYPICAL ANCHOR DETAIL
T/FTG PER PLAN
(1) CLOSED TIE W/
CROSS TIES IN FOOTING
TIES CLOSED TIES WITH
CROSS TIES @ 3" O.C. OVER
THE LENGTH OF THE
ANCHORS. SEE PIER DETAILS
FOR SPACING BEYOND.
SEE PLAN FOR PIER MARKS.
SEE PIER DETAILS FOR SIZE
AND REINFORCING
COLUMN FOOTING SEE
PLAN AND SCHEDULE
T/PIER PER PLAN
T Y P .
3 "
C L R .
TYP.
3" CLR.
TYP.
1 1/2" CLR.
T Y P .
2 "
C L R .
E M B E D M E N T
D E P T H ,
H e
(S E E
S C H E D U L E )
B A S E
P L A T E
T H I C K N E S S ,
T b p
T g r
=
2 *D a
N O N -S H R I N K ,
N O N -M E T A L I C
G R O U T
B E D
L e
=
T g
+
T p
+
2 *D a
E X T E N S I O N
ANCHOR SIZE, Da
TOP OF PIER OR
FOUNDATION PER PLAN
ASTM F1554 HEADED ANCHOR BOLT WITH
DOUBLE NUTS AT TOP FOR LEVELING.
REFER TO PLAN AND / OR COLUMN
SCHEDULE FOR SIZE, GRADE, AND
QUANTITY REQ'D AT EA. ANCHORAGE
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :3 9
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S002
FOUNDATION SCHEDULE
AND TYPICAL DETAILS
0891
CONSTRUCTION
DOCUMENTS
3/4" = 1'-0"S002
4 TYPICAL CONCRETE WALL REINFORCEMENT AT CORNER AND INTERSECTION
3/4" = 1'-0"S002
5 TYPICAL FOUNDATION WALL PENETRATION DETAIL
3/4" = 1'-0"S002
8 WALL FOOTING CONSTRUCTION JOINT
3/8" = 1'-0"S002
6 TYPICAL PIPE SLEEVE THROUGH WALL FOOTING
3/4" = 1'-0"S002
9 TYPICAL CONCRETE STAIR DETAIL
3/4" = 1'-0"S002
7 TYPICAL STEPPED FOOTING DETAIL
3/4" = 1'-0"S002
10 TYPICAL STOOP DETAIL
1/2" = 1'-0"S002
2 FOUNDATION UNDERCUTTING DETAIL
1/8" = 1'-0"S002
3 TYPICAL GROUNDING DETAIL
3/4" = 1'-0"S002
1 TYPICAL DETAIL OF INTERIOR COLUMN FOOTING
1/2" = 1'-0"S002
11 TYPCIAL COLUMN ON PIER DETAIL
1 1/2" = 1'-0"S002
12 TYPICAL CAST IN ANCHOR DETAIL
MARK DATE DESCRIPTION
WRAP COLUMN WITH
BUILDING PAPER. SEE
PLAN FOR COLUMN TYPE
# 4 BARS x 4'-0" LONG ALONG
PERIMETER OF COLUMN
CENTERED IN SLAB TYP.
3 "(T Y P .)
SLAB OPENING (SEE PLAN FOR
PIT OR OTHER CONSTRUCTION
BELOW OPENING)
1-#5 x 4'-0"
EACH CORNER, TYP
LOCATE REINFORCING
WITH 2" CLR TO
TOP OF SLAB
T Y P I C A L
2 1 /2 "C L R
T Y P I C A LEQUAL
T Y P I C A LEQUAL
P L U M B I N G
D E T A I L S
C O O R D I N A T E
W I T H
PIPE SET DRAIN PRIOR TO
CONCRETE PLACEMENT
SEE TYPICAL SLAB ON GRADE
CONSTRUCTION DETAIL(S) FOR
BELOW SLAB REQUIREMENTS
TOP OF SLAB (OR FINISHED
FLOOR) ELEVATION AT DRAIN
P L A N
S E E
P L U M B I N G
D E T A I L S
C O O R D I N A T E
W I T H
TOP OF SLAB (OR FINISHED
FLOOR) ELEVATION AT DRAIN
P L A N
S E E
DRAIN, SEE
PLUMBING DRAWINGS
SET DRAIN PRIOR TO
CONCRETE POUR
SEE TYPICAL SLAB ON GRADE
CONSTRUCTION DETAIL(S) FOR
BELOW SLAB REQUIREMENTS
TYPICAL FLOOR DRAIN
TYPICAL FLOOR TRENCH DRAIN
1-#4 CONTINUOUS
EACH SIDE OF DRAIN
#4 AT 18" O.C. x 2'-0" WITH
STD HOOK ONE END TYP
WHERE SLAB ON
GRADE IS REINFORCED
IN TYPICAL SLAB ON GRADE
CONSTRUCTION DETAIL(S)
CONTINUE REINFORCING
BELOW TRENCH AS INDICATED
CMU WALL REFER TO PLANS FOR SIZE
AND LAYOUT. REFER TO TYPICAL
DETAILS FOR WALL REINFORCING.DRILL AND EPOXY GROUT
DOWELS TO MATCH
VERTICAL REINFORCING
SIZE AND SPACINGDOWELS
T/SLAB PER PLAN. SEE
PLAN FOR THICKNESS
AND REINFORCEMENT
S E E
P L A N
t S
(8 "
M I N )
2 *t s
(12" MIN.)
2*tw
tw
1
1
(2)-#6 CONT.#4 SUPT. BARS ON
BOLSTERS @ 3'-0" O.C.
S E E
S C H E D U L E
L A P
S P L I C E
NOTES:
1. SEE CONCRETE GENERAL NOTES AND SPECIFICATION SECTION 033000 - CAST-IN-PLACE CONCRETE FOR
SLAB FINISH AND CURING REQUIREMENTS
2. SEE SPECIFICATION SECTION 312000 - EARTH MOVING FOR SUBGRADE MATERIAL AND COMPACTION
REQUIREMENTS.
SLAB ON GRADE
PROVIDE MINIMUM OF 6" LAYER OF #53 GRANULAR FILL
MATERIAL COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR DENSITY (ASTM D698).
SHEET VAPOR RETARDER
WHERE INDICATED
SEE SPECIFICATIONS
WELDED WIRE MESH SHRINKAGE
& TEMPERATURE REINFORCING
WHERE INDICATED (SEE PLAN)
SUPPORT W/ #4 @ 30" O.C..
SUPPORTED BY CONC. BRICKS.
P L A N
S E E
1 "
C L R
#4 BARS CONT. AND
ATZEC CHAIRS @ 2'-6" O.C.
NOTES:
1. SAWCUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE
DOES NOT DISLODGE AGGREGATE, AND WHEN THE EDGES OF THE CUT DO NOT RAVEL. COMPLETE SAWCUTTING BEFORE
SHRINKAGE STRESSES BECOME SUFFICIENT TO PRODUCE CRACKING.
2. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL.
3. CURLING OF THE SLAB ON GRADE WILL OCCUR AT CONTROL JOINT LOCATIONS. FOR SLABS WITH FLOOR COVERINGS,
GRINDING MAY BE REQUIRED FOR PROPER INSTALLATION OF FLOOR COVERING.
4. LAYOUT CONTROL JOINT LOCATIONS BEFORE SLAB CONSTRUCTION AND DISCONTINUE ANY SLAB REINFORCING AT JOINTS.
5. SEE SPECIFICATION 033000 FOR JOINT WIDTH & DEPTH WHEN SOFF-CUT SYSTEM IS USED FOR CUTTING CONTROL JOINTS.
P L A N
S E E
SEE TYPICAL SLAB ON GRADE CONSTRUCTION
DETAIL(S) FOR BELOW SLAB REQUIREMENTS
1/4" MAXIMUM JT WIDTH (SEE NOTE 5)
(S E E
N O T E
5 )
T H K N S
/
4
CONTINUOUS SAWCUT CONTROL
JOINT (SEE NOTES 1 AND 2)
2"2"
NOTES:
1. CONTRACTOR SHALL COORDINATE CONSTRUCTION JOINTS SUCH THAT THEY COINCIDE WITH CONTROL JOINT
LOCATIONS SHOWN ON PLANS. SEE PLANS FOR LOCATIONS WHERE FULL-DEPTH CONSTRUCTION JOINTS ARE REQUIRED.
2. APPLY LIQUID BONDBREAKER TO FULL DEPTH OF CONSTRUCTION JOINT.
3. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL.
P L A N
S E E
SEE TYPICAL SLAB ON GRADE CONSTRUCTION
DETAIL(S) FOR BELOW SLAB REQUIREMENTS
1
2
1
2
CONTINUOUS
2x4 SHEAR KEY
6"6"
8 "
M I N .
NOTES:
1. SEE PLAN FOR SLAB RECESS LOCATIONS AND DIMENSIONS.
SLAB ON GRADE
SEE TYPICAL SLAB ON GRADE CONSTRUCTION
DETAIL(S) FOR BELOW SLAB REQUIREMENTSTHICKNESS
2 x SLAB
P L A N
S E E
(S E E
N O T E
1 )
S L A B
R E C E S S ,
R
PROVIDE KEYWAY AT REQUIRED (SEE
PLAN) OR OPTIONAL CONSTRUCTION
JOINT LOCATIONS
CONCRETE PIER
NOTE 3
CJ CJ CJ CJ CJ
C J
C J
C J
T
Y
P
I
C
A
L
3
"
C
L
R
NOTE 4
T Y P I C A L
3 "C L R
NOTE 3
AND 7
T Y P I C A L
2 "C L RNOTE 1 AND 7
C J
C J
NOTE 2 AND 7
BASE PLATE
NOTE 4
CONCRETE PIER
NOTE 1 AND 7
NOTE 4
BASE PLATE
T Y P I C A L
2 "C L R
INTERIOR COLUMN
WITHOUT PIER
INTERIOR COLUMN
WITH PIER
NOTE 4
CONTROL OR
CONSTRUCTION
JOINT ON COLUMN
CENTERLINES, TYP
NOTE 4
NOTE 4
T
Y
P
I
C
A
L
2
"
C
L
R
CONCRETE PIER
NOTE 1 AND 7
NOTE 5
NOTE 5
NOTE 5SLAB ON GRADE
NOTES:
COLUMN ISOLATION SECTION: DEPTH OF CONCRETE ISOLATION SECTION TO EXTEND TO TOP OF CONCRETE PIER.
COLUMN ISOLATION SECTION: DEPTH OF CONCRETE ISOLATION SECTION TO EXTEND TO TOP OF FOOTING.
COLUMN ISOLATION SECTION: DEPTH OF CONCRETE ISOLATION SECTION TO MATCH THICKNESS OF ADJACENT SLAB ON GRADE.
PROVIDE BONDBREAKER BETWEEN COLUMN ISOLATION SECTIONS AND SLAB ON GRADE, UNLESS OTHERWISE NOTED. SEE PLAN
FOR LOCATIONS WHERE ROUND ISOLATION JOINTS ARE REQUIRED.
PROVIDE BONDBREAKER BETWEEN WALL OR GRADE BEAM AND SLAB ON GRADE, UNLESS OTHERWISE NOTED.
"CJ" DENOTES SAWCUT CONTROL JOINT IN SLAB ON GRADE. SEE TYPICAL SLAB ON GRADE CONTROL JOINT DETAIL.
AT BRACED-BAY COLUMNS, ENLARGE ISOLATION SECTION AS REQUIRED SUCH THAT PORTION OF BRACING THAT PENETRATES SLAB
IS COMPLETELY WITHIN ISOLATION SECTION.
PROVIDE (1) #4 REINFORCING IN ISOLATION SLAB AS INDICATED. LOCATE REINFORCING WITH 2" CLEAR TO TOP OF SLAB. DETAIL
REINFORCING TO MATCH ISOLATION SLAB GEOMETRY, WITH STANDARD LAP LENGTHS AS REQUIRED AT BAR SPLICES (REDUCE
LENGTHS AS REQUIRED BY ISOLATION SLAB GEOMETRY).
1.
2.
3.
4.
5.
6.
7.
8.
NOTE 3
CJ
T
Y
P
I
C
A
L
3
"
C
L
R
NOTE 4
6 "
6 "
CJ CJ
C J
C J
CJ CJ
C J
C J
NOTE 8 T Y P I C A L
2 "C L R
2 "C L R
COLUMN BASE PLATE
OR CONCRETE PIER
(NOTES 1, 2, AND 7
AS APPLICABLE)
SPECIAL CONDITIONS
T Y P I C A L
1 1 /2 "C L R
1 #4
2 "C L R
1 #4
1 #4 1 #4
1 #4
1 #4
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :4 2
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S003
TYPICAL SLAB ON GRADE
REINFORCING DETAILS
0891
CONSTRUCTION
DOCUMENTS
3/4" = 1'-0"S003
8 S305-08TYPICAL SLAB ON- GRADE REINF. AT COLS. WITHOUT CONTROL JOINT
3/4" = 1'-0"S003
7 TYPICAL OPENING IN SLAB ON GRADE
1 1/2" = 1'-0"S003
6 TYPICAL FLOOR AND TRENCH DRAIN
3/4" = 1'-0"S003
9 TYPICAL CMU WALL ON SLAB ON GRADE
1 1/2" = 1'-0"S003
1 TYPICAL SLAB ON GRADE CONSTRUCTION
1 1/2" = 1'-0"S003
3 TYPICAL SLAB ON GRADE CONTROL JOINT
1 1/2" = 1'-0"S003
2 TYPICAL SLAB ON GRADE CONSTRUCTION JOINT
1 1/2" = 1'-0"S003
4 TYPICAL SLAB ON GRADE DEPRESSION
3/8" = 1'-0"S003
5 TYPICAL COLUMN ISOLATION JOINT
MARK DATE DESCRIPTION
CENTERLINE
OF COLUMN
CENTERLINE
OF COLUMN
(1) #4 x 4'-0" TOP BAR
TYPICAL AT EACH
STEEL COLUMN
CENTERLINE
OF COLUMN
CENTERLINE
OF COLUMN
(1) #4 x 4'-0"
(1) #4 TOP 3'-0"
3'-0"
EDGE OF SLAB
S E E
P L A N
SEE EDGE
REINFORCING
DETAIL
CENTERLINE OF COLUMN
(1) #4 x 4'-0"
(1) #4 TOP 3'-0"3'-0"
EDGE OF SLAB
S E E
P L A N
SEE EDGE
REINFORCING DETAIL
TOP OF SLAB -
SEE PLAN
SEE ELEVATED FLOOR
PLANS FOR CONCRETE AND
STEEL DECK INFORMATION
SEE PLAN AND SLAB SCHEDULE FOR
TYPICAL SLAB REINFORCING.
SUPPORT WIRE MESH ON SLAB
BOLSTERS AT 2'-6" O.C. WHERE NO
REBAR BELOW IS REQUIRED.
1 "
C L R
T Y P
2' - 0"2' - 0"
#4 AT 12" O.C. x 4'-0" LONG,
CENTERED OVER ALL INTERIOR
GIRDERS (WHERE DECK SPAN IS
PARALLEL WITH GIRDER). LOCATE
BELOW WIRE MESH AS INDICATED
SUPPORT REINFORCING ON
SLAB BOLSTERS AS
INDICATED.
SEE PLAN FOR
TOP OF SLAB SEE PLAN
EOS
1-#4 CONTINUOUS
(LOCATE AT
BOTTOM SIDE OF
BENT PLATE SHEAR
STUDS AS
INDICATED)
#5 WITH 180-DEG HOOK, AT 12" O.C.
TYPICAL (TURN HOOKS AS REQUIRED TO
MAINTAIN REQUIRED CLEAR COVER TO
TOP OF SLAB)
SEE TYPICAL COMPOSITE SLAB
REINFORCING DETAIL(S) FOR INTERIOR
REINFORCING REQUIREMENTS (IF ANY).
INTERIOR REINFORCING SHALL EXTEND
TO WITHIN 1" OF EDGE OF DECK, TYPICAL
1 /2 "
C L R
T Y P
SUPPORT REINFORCING ON
SLAB BOLSTERS AS
INDICATED.
TOP OF SLAB -
SEE PLAN
SEE ELEVATED FLOOR
SCHEDULE FOR CONCRETE
AND STEEL DECK
INFORMATION
1 "
C L R
T Y P
2' - 0"2' - 0"
#4 AT 12" O.C. x 4'-0" LONG,
CENTERED OVER ALL
INTERIOR GIRDERS
SUPPORT REINFORCING ON
SLAB BOLSTERS AS
INDICATED.
CONSTRUCTION
JOINT
NOTE: THIS DETAIL ONLY APPLIES IF
DEDUCT ALTERNATE FOR WWF IS
ACCEPTED AND NOVOMESH 850 IS USED IN
THE COMPOSITE SLAB.
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :4 3
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S004
TYPICAL COMPOSITE
SLAB REINFORCING
DETAILS
0891
CONSTRUCTION
DOCUMENTS
1" = 1'-0"S004
3 TYPICAL COMPOSITE SLAB REINFORCEMENT AT INTERIOR COLUMN
1" = 1'-0"S004
5 TYPICAL COMPOSITE SLAB REINFORCEMENT AT CORNER COLUMN
1" = 1'-0"S004
4 TYPICAL COMPOSITE SLAB REINFORCEMENT AT EDGE COLUMN
1" = 1'-0"S004
1 TYPICAL COMPOSITE SLAB REINFORCING DETAIL
1" = 1'-0"S004
2 TYPICAL COMPOSITE SLAB REINFORCING AT EDGE
1" = 1'-0"S004
6 TYPICAL COMPOSITE SLAB REINFORCING DETAIL
MARK DATE DESCRIPTION
5/16
TYP.STEEL COLUMN
PER PLAN OR SCHEDULE
3/4" BASE PLATE
s/(4)3/4"ø A325 BOLTS
STIFF PLATE EACH SIDE OF
BEAM WEB ALIGN W/ FACE
OF COLUMN FLANGE. MIN
STIFF PLATE THICNESS TO
MATCH COLUMN FLANGE
THICKNESS
5/16
3 SIDES TYP
FINISH END
5/16
TYP.
STEEL COLUMN
PER PLAN OR SCHEDULE
3/4" BASE PLATE
W/(4) - 3/4" DIA. A325 BOLTS
1/2" STIFF PLATE EACH
SIDE OF BEAM WEB
ALIGN W/ OUTSIDE EDGE
OF COLUMN FLANGE
WIDTH
5/16
3 SIDES TYP
FINISH END
STIFF. PLATE EACH SIDE
OF BEAM WEB ALIGN W/
COLUMN WEB. MIN. STIFF
PLATE THICKNESS TO
MATCH COLUMN WEB
THICKNESS.
1/2" THICK STIFFENER PLATE EACH
SIDE OF BEAM WEB ALIGN W/ COLUMN
FLANGES. STIFFENER PLATE SHALL BE
USED FOR SHEAR CONNECTION FOR
BEAM IN XVERSE DIR. CONNECTION
SHALL BE IAW BEAM-TO-COLUMN
TYPICAL CONNECTION.5/16
3 SIDES TYP
FINISH END
3/4"x12"x1'-4" CAP
PLATE W/(4) - 3/4"
DIA. A325 BOLTS
STEEL COLUMN
PER PLAN
5/16
TYP.
5/16
3 SIDES TYP
FINISH END3/4" CAP PLATE
W/(4) - 3/4" DIA.
A325 BOLTS
COLUMN PER PLAN
5/16
TYP.
1 1/2"
6 1/2"6 1/2"
1 1/2"
1/2" THICK STIFFENER PLATE EACH
SIDE OF BEAM WEB ALIGN W/ CL. OF
COLUMN OR COLUMN WEB. STIFFENER
PLATE SHALL BE USED FOR SHEAR
CONNECTION FOR BEAM IN XVERSE
DIR. CONNECTION SHALL BE IAW BEAM-
TO-COLUMN TYPICAL CONNECTION.
STRONG AXIS WEAK AXIS
1/2" THICK STIFFENER PLATE EACH SIDE OF
BEAM WEB ALIGN W/ CL. OF COLUMN OR
COLUMN WEB. STIFFENER PLATE SHALL BE
USED FOR SHEAR CONNECTION FOR BEAM
IN XVERSE DIR. CONNECTION SHALL BE IAW
BEAM-TO-COLUMN TYPICAL CONNECTION.
Sb SbCb Cb = B/2 - Sb
C n
=
N /2
-
S n
S n
S n
C n
N
B
PLATE THICKNESS, Tbp
PER SCHEDULE
Sb SbCb Cb = B/2 - Sb
C n
=
N /2
-
S n
S n
S n
C n
N
B
OVER-SIZED ANCHOR
HOLES (SEE NOTE 2)
PLATE THICKNESS, Tbp
PER SCHEDULE
EQ EQ EQ
E Q
E Q
E Q
Sb SbCb Cb = B/2 - Sb
C n
=
N /2
-
S n
S n
S n
C n
N
B
PLATE THICKNESS, Tbp
PER SCHEDULE
wblwbl
wbl
Sb SbCb Cb = B/2 - Sb
C n
=
N /2
-
S n
S n
S n
C n
N
B
PLATE THICKNESS, Tbp
PER SCHEDULE
wbl
3 "
TYPE 1 TYPE 2 TYPE 3 TYPE 4
OVER-SIZED ANCHOR
HOLES (SEE NOTE 2)
OVER-SIZED ANCHOR
HOLES (SEE NOTE 2)OVER-SIZED ANCHOR
HOLES (SEE NOTE 2)
NOTES:
1.
2.
REFER TO BASE PLATE SCHEDULE FOR ALL DIMENSIONS,
THICKNESSES, NUMBER AND SIZE OF ANCHORS
PROVIDE THE FOLLOWING ANCHOR HOLE DIAMETER BASED
ON ANCHOR SIZE:
3/4" ANCHOR = 1 5/16" HOLE
1" ANCHOR = 1 13/16" HOLE
1 1/4" ANCHOR = 2 1/16" HOLE
2" ANCHOR = 3 1/4" HOLE
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :4 6
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S005
TYPICAL STEEL COLUMN
DETAILS
0891
CONSTRUCTION
DOCUMENTS
1" = 1'-0"S005
2 TYPICAL TRANSFER COLUMN DETAIL
1" = 1'-0"S005
3 TYPICAL BEAM OVER COLUMN DETAIL
1" = 1'-0"S005
1 TYPICAL BASEPLATE DETAILS
MARK DATE DESCRIPTION
A
A
A
A
BEAM PER PLAN
COLUMN PER PLAN /
SCHEDULE
SECTION A-A
1.
2.
3.
4.
SEE STRUCTURAL STEEL GENERAL NOTES FOR INFORMATION PERTAINING TO CONNECTIONS.
SLAB OR ROOF DECK NOT SHOWN FOR CLARITY. REFER TO PLANS AND TYPICAL DETAILS FOR INFORMATION
PERTAINING TO SLAB AND OR STEEL DECKING.
DOUBLE ANGLES MAY BE EITHER SHOP WELDED OR FIELD BOLTED TO BEAM OR COLUMN AT CONTRACTOR'S
OPTION. DETAIL SHOWS BOTH OPTIONS - DO NOT USE WELDS AND BOLTS IN COMBINATION. CONNECTIONS
SHALL NOT BE FIELD-WELDED UNLESS SPECIFICALLY INDICATED. SEE CONNECTION SCHEDULE FOR BOLTING
AND WELDING REQUIREMENTS. ADD 1/2" TO "L" DIMENSION IN SCHEDULE IF WELDED OPTION(S) USED.
WHERE BEAM-TO-GIRDER CONNECTION IS A MOMENT CONNECTION, NUMBER OF BOLTS MAY BE REDUCED BY
ONE BOLT IF NECESSARY FOR CONNECTIONS HAVING THREE OR MORE BOLTS. IF NUMBER OF BOLTS IS
REDUCED, BOLTS IN CONNECTION SHALL BE 1" DIAMETER A490-N BOLTS THROUGH STD. DIA. HOLES. ANGLE
THICKNESS SHALL ALSO BE INCREASED TO 3/8".
NOTES:
BEAM
SIZE
LENGTH OF
ANGLES, L (IN)
NUMBER OF 3/4" DIA.
A325-X BOLTS, n
W8 5 1/2"2
W10 5 1/2"2
W12 8 1/2"3
W14
W16 11 1/2"4
W18 14 1/2"5
W21 17 1/2"6
W24
W27
W30
W33
W36
W40
W44
20 1/2"7
23 1/2"8
26 1/2"9
29 1/2"10
29 1/2"10
32 1/2"11
35 1/2"12
WELD @ COL.
FLANGE, wa
WELD @ BEAM
WEB, wb
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 5/16
1/4
1/4
1/4
1/4
3/4" DIA. A325-X
BOLTS PER
SCHEDULE
8 1/2"3
5/16
5/16
5/16
5/16
1
1 /4 "
n
-
1
@
3 "
4
1 /4 "
wa
WELDED
OPTION (SEE
NOTE 3)
wb
WELDED
OPTION (SEE
NOTE 3)
wb
wa 2wa
WELDED
OPTION (SEE
NOTE 3)
L
BEAM PER PLAN
GIRDER PER PLAN SECTION A-A
1.
2.
3.
4.
5.
SEE STRUCTURAL STEEL GENERAL NOTES FOR INFORMATION PERTAINING TO CONNECTIONS.
SLAB OR ROOF DECK NOT SHOWN FOR CLARITY. REFER TO PLANS AND TYPICAL DETAILS FOR INFORMATION
PERTAINING TO SLAB AND OR STEEL DECKING.
DOUBLE ANGLES MAY BE EITHER SHOP WELDED OR FIELD BOLTED TO BEAM OR COLUMN AT CONTRACTOR'S
OPTION. DETAIL SHOWS BOTH OPTIONS - DO NOT USE WELDS AND BOLTS IN COMBINATION. CONNECTIONS
SHALL NOT BE FIELD-WELDED UNLESS SPECIFICALLY INDICATED. SEE CONNECTION SCHEDULE FOR BOLTING
AND WELDING REQUIREMENTS. ADD 1/2" TO "L" DIMENSION IN SCHEDULE IF WELDED OPTION(S) USED.
WHERE BEAM-TO-GIRDER CONNECTION IS A MOMENT CONNECTION, NUMBER OF BOLTS MAY BE REDUCED BY
ONE BOLT IF NECESSARY FOR CONNECTIONS HAVING THREE OR MORE BOLTS. IF NUMBER OF BOLTS IS
REDUCED, BOLTS IN CONNECTION SHALL BE 1" DIAMETER A490-N BOLTS THROUGH STD. DIA. HOLES. ANGLE
THICKNESS SHALL ALSO BE INCREASED TO 3/8".
ALL SHEAR CONNECTION CONDITIONS WHERE THIS DETAIL IS NOT APPLICABLE OR IS NOT DESIRED BY THE
CONTRACTOR SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR'S ENGINEER AND ONLY AFTER
EXPRESSED CONSENT OF THE ENGINEER OF RECORD.
NOTES:
BEAM
SIZE
LENGTH OF
ANGLES, L (IN)
NUMBER OF 3/4" DIA.
A325-X BOLTS
W8 5 1/2"2
W10 5 1/2"2
W12 8 1/2"3
W14
W16 11 1/2"4
W18 14 1/2"5
W21 17 1/2"6
W24
W27
W30
W33
W36
W40
W44
20 1/2"7
23 1/2"8
26 1/2"9
29 1/2"10
29 1/2"10
33 1/2"11
35 1/2"12
WELD @ GDR.
WEB, wa
WELD @ BEAM
WEB, wb
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 1/4
1/4 5/16
1/4
1/4
1/4
1/4
BEAM
3/4" DIA. A325-X
BOLTS PER
SCHEDULE
8 1/2"3
5/16
5/16
5/16
5/16
1
1 /4 "
n
-
1
@
3 "
4
1 /4 "
wa
WELDED
OPTION (SEE
NOTE 3)
wb
WELDED
OPTION (SEE
NOTE 3)
wa 2wa
WELDED
OPTION (SEE
NOTE 3)
L
DOUBLE SPLICE PLATE. PLATE
THICKNESS, LENGTH, AND BOLT REQ'D
SHALL MATCH ANGLE THICKNESS FOR
TYPICAL BEAM-TO-GIRDER SHEAR
CONNECTION.
1.
2.
SEE STRUCTURAL STEEL GENERAL NOTES FOR
INFORMATION RELATED TO CONNECTION DESIGN.
REFER TO TYPICAL BEAM-TO-COLUMN SHEAR CONNECTION
FOR PLATE THICKNESS AND LENGTH, BOLTING, AND
WELDING REQUIREMENTS. CONNECTION SHALL BE BASED
ON SHALLOWER BEAM.
NOTES:
wb
BEAM PER PLAN
BEAM PER PLAN1/2"
GIRDER PER PLAN
SHEAR CONNECTION PER
TYPICAL BEAM-TO-GIRDER
SHEAR CONNECTION
DETAIL (SEE NOTE 2)
BEAM PER PLAN BEAM PER PLAN
CJP - TYP.
EA. SIDE
T & B
WELD ACCESS HOLES
PER AISC REQ'S
SHEAR CONNECTION PER
TYPICAL BEAM-TO-GIRDER
SHEAR CONNECTION DETAIL
(SEE NOTE 3)
CJP - TYP.
EA. SIDE
T & B
GIRDER PER PLAN
BEAM PER PLAN
WELD ACCESS HOLES
PER AISC REQ'S
PROVIDE A572 GRADE 50 PLATE,
TYPICAL OF ALL MOMENT
CONNECTION CONTINUITY PLATES
(T Y P I C A L )
t p
=
t f
+
1 /8 "
BEAM PER PLAN
COLUMN PER PLAN
1/4" TYP
1 1/2" TYP
SHEAR CONNECTION PER TYPICAL
BEAM-TO-COLUMN SHEAR
CONNECTION DETAIL (SEE NOTE 2)
BEAM PER PLAN
5/16
CJP TYP. EA.
SIDE T & B
w
w w = tp/2
3-EDGES TYP.
1/2" FULL-DEPTH EXTENDED
SHEAR PLATE CONNECTION
PROVIDE A572 GRADE 50 PLATE,
TYPICAL OF ALL MOMENT
CONNECTION CONTINUITY PLATES
(T Y P I C A L )
t p
=
t f
+
1 /8 "
BEAM PER PLAN
STEEL COLUMN PER
PLAN / SCHEDULE
1 1/2" TYP 1/4" TYP
5/16
TYP.
3-EDGES
1" A490-N BOLTS NUMBER TO
MATCH TYPICAL BEAM-TO-COLUMN
SHEAR CONNECTION DETAIL
5/16
CJP TYP. EA.
SIDE T & B
w
w w = tp/2
3-EDGES TYP.
BEAM PER PLAN
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :4 7
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S006
TYPICAL STEEL
CONNECTION DETAILS
0891
CONSTRUCTION
DOCUMENTS
1" = 1'-0"S006
6 TYPICAL BEAM-TO-COLUMN SHEAR CONNECTION
1" = 1'-0"S006
7 TYPICAL BEAM-TO-GIDER SHEAR CONNECTION
1" = 1'-0"S006
1 TYPICAL BEAM SHEAR SPLICE CONNECTION
1" = 1'-0"S006
3 TYPICAL BEAM TO DEEP GIRDER MOMENT CONNECTION
1" = 1'-0"S006
4 TYPICAL BEAM TO SHALLOW GIRDER MOMENT CONNECTION
1" = 1'-0"S006
5 TYP BEAM-TO-COLUMN FLANGE FR MOMENT CONNECTION
1" = 1'-0"S006
2 TYP BEAM-TO-COLUMN WEB MOMENT CONNECTION
MARK DATE DESCRIPTION
S E E
N O T E
2
S U P P O R T
F A S T E N E R S
SEE NOTE 3
SIDELAP FASTENERS
PERIMETER DECK EDGE
FASTENERS TO SUPPORT
(SEE NOTE 2)
LAYOUT OR SPLIT DECK AS REQUIRED TO
ALLOW FOR DECK FASTENING TO INTERIOR
BEAMS WHICH ARE INCLUDED IN BRACED
BAYS OR NOTED AS HAVING AXIAL TRANSFER
CONNECTIONS AT ONE OR BOTH ENDS
(DENOTED ON PLAN BY 'CX'). PROVIDE
PERIMETER EDGE FASTENING PATTERN.
NOTES:
1.
2.
3.
SEE GENERAL NOTES AND COMPOSITE STEEL DECKING SPECIFICATION SECTION FOR
ADDITIONAL INFORMATION PERTAINING TO STEEL ROOF DECKING AND ITS
ATTACHMENTS.
STEEL ROOF DECK FASTENERS TO STEEL FRAME SHALL BE 5/8" DIA (MIN) PUDDLE
WELDS.
STEEL ROOF DECK SIDELAP FASTENERS SHALL BE #10 SELF-DRILLING (TEK)
SCREWS, MINIMUM. PROVIDE SIDE LAP FASTENERS AT 1/3 POINTS OR 3'-0"
WHICHEVER IS LESSER.
SEE NOTE 2
EOD (SEE PLAN)
BENT PLATE (SEE NOTE 1)
tp (SEE SCHEDULE)
PLATE THICKNESS,
EDGE
OF DECK
DIMENSION
EOD < 14"
tp MIN
14" > EOD < 18"
1/4"
3/8"
BENT PLATE THICKENSS SHOWN IN SHEDULE IS THE VALUE TO BE USED WHEN PLATE THICKNESS IS NOT
OTHERWISE NOTED IN PLAN OR DETAILS. WHEN PLATE THICKNESS LARGER THAN SCHEDULED THICKNESS IS
SPECIFIED, USE THE LARGER THICKNESS WHERE DETAIL OR PLAN NOTE DESIGNATION IS APPLICABLE.
BENT PLATE AT EDGE OF DECK SHALL BE FIELD INSTALLED. THE "EOD" DIMENSION REFERENCED IN PLAN IS A
NOMINAL DIMENSION. DUE TO TOLERANCES IN FABRICATION AND ERECTION, THE STEEL BEAM/GIRDER MAY NOT BE
EXACTLY PARALLEL TO AND CENTERED ON THE GRIDLINE DEPICTED IN THE DRAWINGS. THE BENT PLATE SHALL BE
FIELD ALIGNED WITH THE ARCHITECTURAL BUILDING LINE TAKING INTO ACCOUNT ALL TOLERANCES IN FABRICATION
AND ERECTION.
4 "
T Y P
NOTES:
1.
2.
BEAM PER
PLAN
ROOF DECK PER
PLAN. SEE PLAN FOR
SPAN DIRECTION.
3/16 2-12
PROVIDE L3x3x1/4 @ 4'-0" O.C.
KICKER IF E.O.D. IS GREATER THAN 12"
FASTEN PERIMETER
DECK EDGES TO
SUPPORT @ 12" OC
TYPICAL (SEE NOTE 2)
LAYOUT OR SPLIT DECK AS REQUIRED
TO ALLOW FOR DECK FASTENING TO
INTERIOR BEAMS WHICH ARE INCLUDED
IN BRACED BAYS OR NOTED AS HAVING
AXIAL TRANSFER CONNECTIONS AT ONE
OR BOTH ENDS (DENOTED ON PLAN BY
'CX'). FASTENING @ 12" OC TYPICAL IN
THESE CONDITIONS.
SEE GENERAL NOTES AND COMPOSITE STEEL DECKING SPECIFICATION SECTION FOR ADDITIONAL
INFORMATION PERTAINING TO COMPOSITE STEEL DECKING AND ITS ATTACHMENTS.
COMPOSITE STEEL DECK SHALL BE FASTENED TO STEEL FRAME USING 3/4" DIA. (MIN) PUDDLE WELDS.
WHERE SHEAR STUDS ARE REQUIRED ON STEEL BEAMS, SHEAR STUD WELDS MAY BE USED TO REPLACE
DECK FASTENERS. WHERE CONCRETE SUPPORTS ARE PROVIDED AT BASEMENT WALLS OR OTHER SIMILAR
CONDITIONS, ATTACH DECK USING POWER ACTUATED FASTENERS IF STEEL EMBED PLATE IS NOT PROVIDED.
STEEL FLOOR DECK SIDELAP FASTENERS SHALL BE #10 SELF-DRILLING (TEK) SCREWS, MINIMUM.
FASTEN DECK TO SUPPORTS
@ 12" OC TYPICAL (SEE NOTE
2)
PROVIDE SIDELAP
FASTENERS AT THIRD-
POINTS OF DECK SPAN, OR
3'-0", WHICHEVER IS LESS.
1.
2.
3.
NOTES:
B E A M
S P A C I N G
P E R
P L A N
AISC MIN. TYP.
BEAM PER PLAN
L4"x4"x5/16" AT COMPOSITE SLAB
L3"x3"x5/16" AT METAL DECK
BEAM PER PLAN
NOTES:
1.
2.
3.
4.
PROVIDE STEEL FRAME AROUND ALL OPENINGS WITH ANY DIMENSION 12" OR LARGER.
VERIFY SIZE AND LOCATION OF OPENINGS WITH THE VARIOUS TRADES. PROVIDE STEEL
FRAME AROUND THE GROUP OF ANY TWO OR MORE PIPE PENETRATIONS WITH LESS
THAN 12" CLEAR BETWEEN THE PENETRATIONS. VERIFY SIZE AND LOCATION OF THE
PENETRATIONS WITH THE VARIOUS TRADES.
SUBMIT FRAME LAYOUTS AS COORDINATED WITH OTHER TRADES FOR SIZES AND
LOCATIONS FOR A/E APPROVAL.
PROVIDE STEEL FRAME AROUND ALL ROOF DRAINS REQUIRING METAL SUMP PAN. FOR
NUMBER AND LOCATIONS OF ROOF DRAINS, SEE PLUMBING & ARCHL DWGS.
COMPOSITE SLAB PER
PLAN (SEE NOTE 2)
BEAM PER PLAN
1/4 3-12
3/4" DIA. x 6" WELDED HEAD
ANCHOR STUDS @ 1'-6" O.C.
S E E
P L A N
EDGE
OF SLAB
DIMENSION
EOS < 14"
tp MIN
14" > EOS < 18"
1/4"
3/8"
(SEE SCHEDULE)
PLATE THICKNESS, tp
BENT PLATE THICKENSS SHOWN IN SHEDULE IS THE VALUE TO BE USED WHEN PLATE THICKNESS IS
NOT OTHERWISE NOTED IN PLAN OR DETAILS. WHEN PLATE THICKNESS LARGER THAN SCHEDULED
THICKNESS IS SPECIFIED, USE THE LARGER THICKNESS WHERE DETAIL OR PLAN NOTE DESIGNATION
IS APPLICABLE.
BENT PLATE AT EDGE OF DECK SHALL BE FIELD INSTALLED. THE "EOS" DIMENSION REFERENCED IN
PLAN IS A NOMINAL DIMENSION. DUE TO TOLERANCES IN FABRICATION AND ERECTION, THE STEEL
BEAM/GIRDER MAY NOT BE EXACTLY PARALLEL TO AND CENTERED ON THE GRIDLINE DEPICTED IN
THE DRAWINGS. THE BENT PLATE SHALL BE FIELD ALIGNED WITH THE ARCHITECTURAL BUILDING
LINE TAKING INTO ACCOUNT ALL TOLERANCES IN FABRICATION AND ERECTION.
SEE PLAN FOR DECK SPAN DIRECTION. SLAB REINFORCING NOT SHOWN FOR CLARITY. SEE PLAN
AND TYPICAL DETAILS FOR COMPOSITE SLAB REINFORCING REQUIRED.
1.
2.
3.
NOTES:
SEE PLAN
EOS
PROVIDE L3x3x1/4 @ 4'-0" O.C.
KICKER IF E.O.S. IS GREATER THAN 18"
TYP.
4"
1"
SLAB PER PLAN
BEAM PER PLAN
1/4
TYP.
1/4
TYP.
(2)-L6x4x3/8
SEE NOTE BELOW
(4)-L4x4x5/16
(3)-L3x3x1/4 EACH SIDE
1" MOUNTING PLATE
CEILING PLATE BY EQUIP
MANUFACTURER
THREADED ROD TO
BE 3/4"ø OR AS SUPPLIED
BY EQUIPMENT MANUF.
NOTE: THE G.C. SHALL COORDINATE THE SIZE, LOCATION AND HOLE SPACING FOR THE MOUNTING PLATE,
VERIFY THAT L4x4 HANGERS DO NOT INTERFERE WITH HOLE SPACING. IF THE DIMENSION FROM
THE MOUNTING PLATE TO THE BOTTOM OF STEEL BEAMS ABOVE EXCEEDS 5'-0", PROVIDE FOUR ADDITIONAL
KICKERS (L4x4x5/16) NINETY DEGREES FROM EACH OTHER GOING FROM ANGLE L4x4 VERTICAL BACK UP TO THE
STRUCTURE ABOVE.
SLAB PER PLAN
F I E L D
V E R I F Y
P1000
P1000
CEILING
ADJUSTABLE CHANNELS
BEAM PER PLAN BEAM CLAMPS
NOTES:
1.PROVIDE DIAGONAL P1000 KICKERS IN ALL DIRECTIONS.
2.G.C. TO COORDINATE SPACING AND DIMENSIONS WITH EQUIPMENT SUPPLIER.
P1000
TIE-BACK
METAL ROOF DECK
BEAM PER PLAN
F I N I S H E D
R O O F
1 '-0 "
M I N .
A B O V E
4"ø STD. PIPE
1/4
3/8" STIFFENER EACH SIDE
3/16
TYP.
L4x4x5/16 KICKER TO TOP
FLANGE OF ADJACENT BEAM
NOTE: REFER TO ARCHITECTURAL ROOF PLAN FOR QUANTITY
AND LOCATION OF TIE BACKS. IF TIE BACKS DO NOT SET OVER
A BEAM, PROVIDE A W12x26 SPANNING SHORT WAYS
BETWEEN BEAMS, DIRECTLY BELOW TIE BACK.
WINDOW WASHING TIE OFF
BY WINDOW WASHING
MANUFACTURER
1/4
NOTE: REFER TO ARCHITECTURAL ROOF PLAN
FOR TIE BACK LOCATIONS.
HSS6x6 SCREENWALL
COLUMN
ROOF DECK
PER PLAN
BEAM PER PLAN
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :5 0
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S007
TYPICAL FLOOR FRAMING
DETAILS
0891
CONSTRUCTION
DOCUMENTS
1/2" = 1'-0"S007
2 TYPICAL ROOF DECK FASTENING REQUIREMENTS
1" = 1'-0"S007
4 TYPICAL ROOF EDGE DETAIL (EOD UP TO 1'-6")
1/2" = 1'-0"S007
1 TYPICAL COMPOSITE DECK FASTENING
3/4" = 1'-0"S007
5 TYPICAL FRAMED OPENING DETAIL
1" = 1'-0"S007
3 TYPICAL SLAB EDGE DETAIL
1" = 1'-0"S007
6 TYPICAL MEDICAL EQUIPMENT SUPPORT DETAIL
1" = 1'-0"S007
7 TYPICAL LASER LIGHT SUPPORT DETAIL
1" = 1'-0"S007
8 TIE BACK DETAIL
3/4" = 1'-0"S007
9 TYPICAL WALL MOUNTED TIE BACK DETAIL
N.I.C.
N.I.C.
MARK DATE DESCRIPTION
1
1 1.8
2
2.4
2.6 3
3 3.1
4 4.1
HH
G.7
GG
F.2
F
E.8
E.1
E.1
E
C.8
C.2
C
AA
4.4 4.5
5 5.5
5.5 5.7
6 6.2 7
7
D
3 1 '
-
0 "
2 9 '
-
3 "
2 6 '
-
1 0 "
2 6 '
-
1 0 "
2 6 '
-
1 "
3 2 '
-
0 "
15' - 0"22' - 0"24' - 0"24' - 0"28' - 0"22' - 0"15' - 0"24' - 3"24' - 8"18' - 0"
W8X35
W8X35
W8X35
W8X48
W10X88
W10X88
W10X88
W10X88
W8X35
W8X35
W10X88
W12X120
W8X35
W10X39
W8X35
W8X35
W8X35
W10X88
W10X88
W10X88
W10X88
W10X88
W12X120
W8X35
W10X45
W10X45
W10X45
W10X45
W10X45
W10X88
W12X120
W10X45
W10X45
W10X45
W10X39
W10X88
W10X39
W12X120
W10X88
W10X88
W10X88
W8X48
W10X49
F1
F8 F10
F8 F12
F5
F6
F4 F10 F11 F4
F4
F13
F9
F11
F10
F9
F10
F6
F9
F10 F11 F4
F8
F13
F4F11
F6
F9
F3
F10
F2
F4
F8 F8 F8 F12
F2F7
F7F7
F2F1
8 9 10 11
B
C.7
G.1
W8X35
F14
W8X35
F14
W8X35
F14
W8X35
F15
W8X35
F15
W8X35
F14
W8X35
F14
W8X35
F14
F9
W8X35
F9
W8X35
F7
W8X48
F4
W8X48
F9
W8X35
F9
W8X35
3
S300
2
S300
3
S300
2
S300
4
S300
3
S300
1
S300
1
S300
4
S300
1
S300
1
S300
T/F = (98'-6")
T/F = (97'-0")T/F = (97'-0")
T/F = (97'-0")T/F = (97'-0")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-0")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (97'-0")
T/F = (98'-6")
T/F = (98'-6")T/F = (98'-6")T/F = (97'-6")T/F = (98'-6")
T/F = (97'-0")
T/F = (97'-0")
T/F = (98'-6")
T/F = (97'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (97'-0")
T/F = (98'-6")T/F = (98'-6")T/F = (97'-6")
T/F = (98'-6")
T/F = (97'-0")
T/F = (94'-6")
T/F = (94'-6")
T/F = (98'-6")
T/F = (97'-6")
T/F = (95'-0")T/F = (98'-6")
T/F = (97'-0")
T/F = (97'-0")T/F = (97'-6")T/F = (97'-6")T/F = (97'-6")
T/F = (98'-6")
T/F = (98'-6")
T/F = (98'-6")T/F = (98'-6")
T/F = (98'-6")T/F = (98'-6")
T/F = (98'-6")T/F = (98'-6")
3' - 8"
P2
P2
P2
P2
P2 P2 P2 P2
P2
P2
P2
P2
P2 P2 P2 P2
P2
P2
P2
P1
8
S300
(TYP.)
1 '
-
0 "
7 '
-
4 "
1 '
-
2 "
4' - 2"12' - 0"1' - 0"
(TYP.)
1' - 0"7' - 4"1' - 2"
1 '
-
0 "
1 2 '
-
0 "
9 '
-
7 "
9
S300
1 4 '
-
0 "
2 8 '
-
0 "
1 0 '
-
0 "
E'
3 1 '
-
0 "
2 6 '
-
3 "
2 7 '
-
1 0 "
3 1 '
-
1 0 "
3 '
-
1 "
13' - 0"8' - 3"15' - 9"1' - 6"31' - 6"2' - 0"27' - 0"4' - 0"32' - 0"
(TYP.)
1' - 6"16' - 0"6' - 0"4' - 0"20' - 0"14' - 0"14' - 0"6' - 6"15' - 6"3' - 2"
3 '
-
0 "
2 3 '
-
1 "
5' - 9"15' - 0"3' - 6"10' - 0"
7' - 3"
5' - 0"30' - 0"5' - 0"
5' - 1 1/2"12' - 0"8' - 7 1/2"25' - 9"5' - 0"
5 '
-
0 "
1 5 '
-
0 "
5 '
-
0 "
2 0 '
-
0 "
5 '
-
0 "
2 0 '
-
0 "
6 '
-
7 "
3 '
-
1 0 "
5' - 0"15' - 0"5' - 0"15' - 0"5' - 0"15' - 0"3' - 11"
2' - 6"10' - 0"2' - 6"20' - 0"5' - 0"20' - 0"3' - 0"20' - 0"5' - 0"20' - 0 1/8"2' - 6"10' - 0"2' - 6"5' - 0 1/8"15' - 0"5' - 0 1/8"20' - 0"5' - 0"20' - 0 1/8"5' - 0"
5 '
-
0 "
3 '
-
4 "
5 '
-
4 "
6 '
-
4 "
5 '
-
0 "
1 5 '
-
0 "
5 '
-
0 "
2 0 '
-
0 "
5 '
-
0 "
2 0 '
-
0 "
5 '
-
0 "
1 0 '
-
0 "
2 '
-
6 "
5 '
-
1 0 "
1 5 '
-
1 "
4 '
-
1 0 "
1 5 '
-
1 "
2 0 '
-
0 "
6 '
-
8 "
(T Y P .)
1 '
-
6 "
4 '
-
3 "
2 0 '
-
7 "
2 '
-
0 "
7 '
-
6 "
2 2 '
-
6 "
1 '
-
0 "
1
S300
1 1 '
-
6 "
1 '
-
6 "
2
S300
B.7
D'
1 3 '
-
0 "
1 5 '
-
0 "
7
S300
TYP. @
WINDOW
TYP. @
PRECAST
PANEL
TYP. @
PRECAST
PANEL
TYP. @
PRECAST
PANEL 7
S300
TYP. @
WINDOW
TYP. @
PRECAST
PANEL
2
S300
7
S300TYP. @
WINDOW
2
S300
7
S300
1
S300
7
S300
1
S300
7
S300
TYP. @
WINDOW
7
S300
2
S300
1
S300
1
S300
7
S300
TYP. @
WINDOW
1
S300
TYP. @
PRECAST
PANEL
2
S300
2
S300
FOOTING SCHEDULE
MARK SIZE REINFORCING STEEL
F1
F2
F3
F4
F5
5'-0"x5'-0"x2'-0"
7'-0"x7'-0"x2'-0"
6'-0"x6'-0"x2'-0"
9'-0"x9'-0"x1'-6"
9'-0"x9'-0"x2'-0"
(8) - #6 E.W. BOTTOM
(9) - #6 E.W. BOTTOM
(10) - #5 E.W. BOTTOM
F6 12'-0"x12'-0"x1'-6"
F7 8'-0"x8'-0"x2'-0"(8) - #7 E.W. BOTTOM
F8 13'-0"x13'-0"x1'-9"
F9 8'-0"x8'-0"x1'-6"(6) - #7 E.W. BOTTOM
(9) - #5 E.W. TOP
(9) - #7 E.W. BOTTOM
F10 11'-0"x11'-0"x1'-6"(8) - #5 E.W. TOP
(12) - #6 E.W. BOTTOM
F11
F12
F13
F14
F15
(8) - #6 E.W. BOTTOM
(12) - #6 E.W. BOTTOM
(10) - #5 E.W. TOP
(12) - #7 E.W. BOTTOM
10'-0"x10'-0"x1'-6"
15'-0"x15'-0"x1'-9"
14'-0"x14'-0"x1'-6"
4'-0"x4'-0"x2'-0"
2'-0"x5'-0"x2'-0"
(9) - #7 E.W. BOTTOM
(11) - #5 E.W. TOP
(19) - #5 E.W. BOTTOM
(10) - #5 E.W. TOP
(18) - #5 E.W. BOTTOM
(6) - #6 E.W. BOTTOM
(6) - #5 (3T & 3B)
#4 STIRRUPS @ 1'-6" O.C.
PIER SCHEDULE
MARK SIZE REINFORCING STEEL
24"x24"(6) - #8 W/ STD HOOKS T&B #3 @ 8" O.C.
SEE NOTE 1P1
P2 27"x27"
TIES
(6) - #9 W/ STD HOOKS T&B
NOTES:
1.SCHEDULED TIES SHALL BE SPACED AT 4" O.C. OVER THE LENGTH OF THE ANCHOR BOLTS AND 12" O.C.
THEREAFTER.
2.THE TOP OF ALL PIERS UNDER INTERIOR COLUMNS SHALL BE AT ELEVATION (99'-0") U.N.O. TOP OF ALL PIERS
ALONG EXTERIOR WALLS SHALL BE AT ELEVATION (98'-6") U.N.O.
3.WHERE PIERS ARE ADJACENT TO FOUNDATION WALLS, TIES SHALL BE OVERSIZED TO ALLOW THE
HORIZONTAL WALL REBAR TO PASS THROUGH THE PIERS.
#3 @ 8" O.C.
SEE NOTE 1
BASE PLATE SCHEDULE
COLUMN SIZE BASE PLATE SIZE ANCHOR BOLTS
W8, W10x39, W10x45 15"x15"x3/4"(4)-3/4"ø F1554 GR.36
W10x88, HSS10 (6)-1"ø F1554 GR.10518"x18"x1 1/2"
MIN. EMBED DEPTH
1'-0"
W12 (6)-1"ø F1554 GR.10520"x20"x1 1/2"
HSS8 (6)-1"ø F1554 GR.10516"x16"x1"
1'-6"
1'-6"
1'-6"
NOTES:
1.REFER TO FOUNDATION PLAN FOR COLUMN SIZES & LOCATIONS.
2.REFER TO TYPICAL DETAIL SHEETS FOR BASE PLATE DETAILS AND
ANCHOR BOLT DETAILS.
NOTES:
1.
2.
3.
4.
5.
6.
REFER TO GENERAL NOTES FOR INFORMATION PERTAINING TO FOUNDATIONS, FORMORK, CAST-IN-PLACE CONCRETE, AND REINFORCING
ALL FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE ALLOWABLE NET BEARING PRESSURE (ANBP) LISTED IN THE SCHEDULE.
REFER TO THE PROJECT MANUAL AND SUB-SURFACE SOILS INVESTIGATION REPORT FOR INFORMATION PERTAINING TO FOUNATIONS AND
CONCRETE NOT SHOWN IN THE DETAILS, PLANS, OR GENERAL NOTES.
ALL SIDES OF FOUNDATIONS SHALL BE FORMED.
REFER TO FOUNDATION PLAN FOR FOUNDATION MARK LOCATIONS.
REFER TO THIS DRAWING FOR TYPICAL DETAILS PERTAINING TO FOUNDATION CONSTRUCTION.
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :5 2
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S110
FOUNDATION PLAN
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"S110
1 01- FOUNDATION PLAN PLAN NOTES:
1.THE SLAB ON GRADE SHALL BE A 4" NORMAL WEIGHT SLAB OVER VAPOR RETARDER OVER 6" COMPACTED GRANULAR FILL OVER PROOF
ROLLED SUBGRADE. THE SLAB SHALL BE REINFORCED WITH 6x6-W2.1xW2.1 W.W.F.TOP OF SLAB SHALL BE AT ELEVATION (100'-0") U.N.O.
2.THE TOP OF ALL INTERIOR FOOTINGS SHALL BE AT ELEVATION (98'-6") U.N.O. THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE AT ELEVATION
(98'-6") U.N.O.
MARK DATE DESCRIPTION
1
1 1.8
2
2.4
2.6 3
3 3.1
4 4.1
HH
G.7
GG
F.2
F.2
F
E.8
E.1
E.1
E
C.8C.8
C.2
C
AA
4.4 4.5
5 5.5
5.5 5.7
6 6.2 7
7
D
W24X84 (19)W24X84 (20)W24X68 (14)
W24X68 (21)W24X76 (26)W24X76 (26)W24X84 (25)
W 2 4 X 8 4
(1 4 )
W 2 4 X 8 4
(1 4 )
W 2 4 X 6 8
(2 4 )
W 2 4 X 6 8
(2 4 )
W 2 4 X 6 8
(2 4 )
W 2 4 X 6 8
(1 4 )
W 2 4 X 6 8
(1 6 )
W 2 4 X 6 8
(1 6 )
W16X31 (18)W24X55 (48) 1"
W16X26 (10)
W18X40 (46)W18X40 (46)W24X55 (16)
W21X44 (10)
W 1 8 X 3 5
(4 8 )
W 2 4 X 5 5
(3 0 )
W 1 8 X 3 5
(5 0 )
W16X31 W18X55
W 1 6 X 2 6
W 2 7 X 9 4
(4 1 )
W 2 4 X 8 4
(1 6 )
W 1 8 X 3 5
(2 8 )
W 1 8 X 3 5
(2 5 )
W 1 6 X 2 6
(1 2 )
W 1 8 X 3 5
(4 0 )
W 1 6 X 3 1
(2 3 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 3 1
(1 8 )
W 1 8 X 3 5
(3 7 )
W 1 4 X 2 2
(2 0 )
W 1 8 X 3 5
(4 8 )
W 1 6 X 2 6
(1 2 )
W18X35 (15)W21X44 (16)W21X44 (16)W24X55 (20)
W18X40 (24)W18X40 (24)W21X50 (18) 3/4"
W18X40 (28)W18X40 (28)W21X50 (18) 3/4"
W21X44 (46) 3/4"
W 2 1 X 5 0
(3 8 )
W 2 1 X 4 4
(4 6 )
W14X22 (13)W21X44 (33)
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W24X55 (30)
W18X35 (16)W18X35 (15)
W18X35 (13)W18X40 (15)
W18X35 (14)
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 8 X 3 5
(3 3 )
W18X35 (14)
W 1 8 X 3 5
(2 8 )
3 /4 "
W 1 2 X 1 9
(1 6 )
W 1 6 X 2 6
(1 6 )
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 8 X 3 5
(2 0 )
3 /4 "
W 2 7 X 8 4
W 1 6 X 2 6
(3 4 )
W 1 6 X 2 6
(3 4 )
W 1 0 X 1 2
(6 )
W 1 0 X 1 2
(6 )
W 1 4 X 2 2
W 1 4 X 2 2
W 1 2 X 1 9
(1 0 )
W 1 4 X 2 2
(1 0 )
W 1 4 X 2 2
(1 0 )
W 1 4 X 2 2
(1 0 )
W 1 6 X 3 1
(1 5 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 2 X 1 9
(1 0 )
W 1 4 X 2 2
W 1 4 X 2 2
W 1 8 X 3 5
W 1 8 X 3 5
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 4 X 2 2
(2 0 )
W 1 4 X 2 2
(2 0 )
W 1 4 X 2 2
(2 0 )
W 1 4 X 2 2
(2 0 )
W 1 4 X 2 2
(2 0 )
W 1 4 X 2 2
(2 0 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 8 X 3 5
W 1 8 X 3 5
W 1 2 X 1 9
W 1 2 X 1 9
W 1 4 X 2 2
W 1 4 X 2 2
(2 0 )
W 1 4 X 2 2
(2 0 )
W 1 4 X 2 2
(2 0 )
W 1 6 X 3 1
(2 3 )
W 1 2 X 1 6
(2 0 )
W 1 2 X 1 6
(2 0 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 4 X 2 2
(1 6 )
W 1 4 X 2 2
(1 6 )
W 1 4 X 2 2
(1 2 )
W 1 4 X 2 2
(1 0 )
W 1 6 X 2 6
(1 2 )
W 1 4 X 2 2
(1 0 )
W 1 6 X 2 6
(1 2 )
W 1 4 X 2 2
(1 0 )
W 1 6 X 2 6
(3 0 )
W 1 6 X 2 6
(2 6 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 6
(8 )
W 1 8 X 3 5
(2 8 )
3 /4 "
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 4 X 2 2
(1 0 )
W 1 6 X 3 1
(1 0 )
W 1 4 X 2 2
(1 0 )
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 4 X 2 2
(1 0 )
W 1 2 X 1 9
(1 0 )
W 1 6 X 3 1
(2 8 )
3 /4 "
W 1 6 X 3 1
(1 4 )
3 /4 "
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 2 X 1 9
(1 0 )
W 1 2 X 1 9
(1 6 )
W 1 2 X 1 9
(1 6 )
W 1 2 X 1 9
(1 6 )
W 1 2 X 1 9
(1 0 )
8 9 10 11
BB
C.7
G.1
W14X22 (12)W14X22 (20)
W12X14 (8)W14X22 (9)W14X22 (9)W12X19
W16X31 (12)W18X40 (22)W16X31 (36)
W16X31 (12)W18X40 (36)W18X35 (24)
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W10X12 (6)
W 1 6 X 2 6
(1 2 )
W 1 2 X 1 4
(8 )
W 2 4 X 5 5
(2 8 )
W 1 2 X 1 4
(8 )
W 2 7 X 8 4
(1 9 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 6 X 2 6
(1 4 )
W 1 2 X 1 4
(8 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 6 X 2 6
(1 2 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 9
W27X129 (24)
W14X22 (20)
W 1 2 X 1 9
W 1 2 X 1 9
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 4
(8 )
W 1 2 X 1 9
W 1 2 X 1 9
W 1 2 X 1 9
3 1 '
-
0 "
2 9 '
-
3 "
2 6 '
-
1 0 "
2 6 '
-
1 0 "
2 6 '
-
1 "
3 2 '
-
0 "
15' - 0"22' - 0"24' - 0"24' - 0"28' - 0"22' - 0"15' - 0"24' - 3"24' - 8"18' - 0"3' - 2"
W 2 4 X 6 2
(2 0 )
W 1 6 X 3 1
(1 4 )
3 /4 "
SEE NOTE 1
W16X26 (12)
W 1 0 X 1 2
W 1 0 X 1 2
W14X22 (8)
W12X16 (10)
W14X22 (6)
W 1 0 X 1 2
(6 )
W 1 0 X 1 2
(6 )
W 1 0 X 1 2
(6 )
W14X22 (6)
W10X12
W 1 0 X 1 2
W10X12
7 "
E .O .S .
2 '
-
3 "
4 '
-
9 "
2' - 11"
7" E.O.S.5' - 4"5' - 4"5' - 4"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"7' - 0"7' - 0"7' - 0"7' - 0"6' - 6"5' - 2"5' - 2"5' - 2"7' - 6"7' - 6"6' - 0 3/4"6' - 0 3/4"6' - 0 3/4"6' - 0 3/4"6' - 2"6' - 2"6' - 2"6' - 2"7" E.O.S.
6' - 0"6' - 0"6' - 0"1' - 6" E.O.S.
7 "
E .O .S .
2
S305
1
S305
(TYPICAL @
PRECAST)
8
S305
(TYPICAL @
CURTAIN WALL)
7" E.O.S.6' - 6"6' - 6"4' - 1 1/2"4' - 1 1/2"4' - 5"6' - 5"6' - 5"4' - 6"6' - 0"6' - 0"6' - 0"6' - 0"5' - 0"7' - 0"6' - 0"7' - 0"7' - 0"4' - 0"5' - 0"5' - 0"6' - 6"5' - 2"5' - 2"5' - 2"7" E.O.S.
2
S305
(TYPICAL @
PRECAST)
7" E.O.S.3' - 3"
7 "
E .O .S .
1
S305
7
S3057"
E .O .S .
1
S305
7" E.O.S.
7 "
E .O .S .
2
S305
1
S305
1
S305
7 "
E .O .S .
2
S305
1
S305
7 "
E .O .S .2
S305
3' - 0"
1' - 0"
8' - 0"
1' - 0"
5' - 0"
6 '
-
9
3 /8 "
1 '
-
0 "
4 '
-
0 "
1 '
-
0 "
1 3 '
-
3
5 /8 "
1 8 '
-
1 0 "
1 '
-
0 "
4 '
-
0 "
1 '
-
0 "
2 '
-
0 "
2' - 0"
1' - 0"
10' - 0"
1' - 0"
4' - 0"
3 1 '
-
0 "
2 6 '
-
3 "
2 7 '
-
1 0 "
3 1 '
-
1 0 "
3 '
-
1 "
1 4 '
-
0 "
2 8 '
-
0 "
1 0 '
-
0 "
3' - 2"
1' - 0"
12' - 0"
1' - 0"
10"
1 9 '
-
9 "
1 '
-
0 "7 '
-
4 "
1 '
-
2 "
4' - 0"
1' - 0"
7' - 4"1' - 2"
9 '
-
5 "
1 '
-
0 "
1 2 '
-
0 "
1 '
-
0 "
8 '
-
7 "
W14X22
1 3 '
-
1 "
W 1 0 X 1 2
W 1 0 X 1 2
9
S305
10
S305
W14X22
W 1 0 X 1 2
9
S305 10
S305
5 '
-
2
1 /2 "
E'
16' - 0"6' - 0"4' - 0"20' - 0"14' - 0"14' - 0"6' - 6"15' - 6"
3 '
-
0 "
2 3 '
-
1 "
13' - 0"8' - 3"15' - 9"1' - 6"31' - 6"2' - 0"27' - 0"4' - 0"32' - 0"
4 '
-
3 "
2 0 '
-
7 "
2 '
-
0 "
7 '
-
6 "
2 2 '
-
6 "
1 '
-
0 "
B.7
D'
1 2 '
-
9 "
7 "
E .O .S .
7" E.O.S.
7
S305
1
S305
W 1 0 X 1 2
W 1 0 X 1 2
W12X16
W12X16W10X12
W 1 0 X 1 2
W12X16
W12X16W10X12
W 1 0 X 1 2
W10x12
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W12X16W12X16
14
S305
15
S305
15
S305
16
S305 3
S007
14
S305
15
S305
15
S305
4
1 /2 "
E .O .S .
1 4 '
-
4
1 /2 "
E.O.S.
4 1/2"
E.O.S.
4 1/2"
W 1 0 X 1 2
W 1 0 X 1 2
PLAN NOTES:
1. THE SLAB SHALL CONSIST OF 3 1/4" OF LIGHT WEIGHT CONCRETE OVER 2"
GALVANIZED 20 GAGE COMPOSITE METAL DECK (TOTAL THICKNESS 5 1/4")
REINFORCED WITH 6x6-W2.1xW2.1 W.W.F. SUPPORTED BY BOLSTERS. THE
TOP OF SLAB SHALL BE AT ELEVATION (115'-0") U.N.O.
2. THE TOP OF STEEL SHALL BE AT ELEVATION (114'-6 3/4") U.N.O.
3. INDICATES A MOMENT CONNECTION (OMRF).
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :5 4
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S120
SECOND FLOOR
FRAMING PLAN
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"S120
1 02- SECOND FLOOR FRAMING PLAN
MARK DATE DESCRIPTION
2
C.8
C
W 2 4 X 6 8
(1 6 )
W 2 4 X 6 8
(1 6 )
W 1 0 X 1 2
(S L O P E S )
W 2 1 X 4 4
W 2 1 X 4 4
5" E.O.D.
E.O.D.
5 1/4"
5 "
E .O .D .
5 "
E .O .D .
1' - 0 1/2"4' - 9 1/2"5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"4' - 9"
1' - 0 1/2"
4' - 0"4' - 0"
7" E.O.S.
12
S305
12
S305
12
S305
13
S305
(S L O P E S )
W21X68
116' - 2 3/4"
W21X68
115' - 11"
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
W 1 0 X 1 2
T/S @ (116'-2 3/4")
T/S @ (115'-11")
T/S @ (116'-2 3/4")
T/S @ (115'-11")
W10X12 W10X12 W10X12
W10X12 W10X12 W10X12
5 "
E .O .D .
5 "
E .O .D .
6 '
-
3
3 /4 "
1 5 '
-
0 "
6 '
-
3
3 /4 "
12
S305
12
S305
1
G
E.8
W 2 4 X 5 5
(3 0 )
(SLOPES)
(SLOPES)
W 1 8 X 3 5
1 1 6 '
-
6 "
W 1 8 X 3 5
1 1 5 '
-
8 "
W 8 X 2 4
W 8 X 2 4
W 8 X 2 4
W 8 X 2 4
W 8 X 2 4
W 8 X 3 5
W 8 X 1 5
W 8 X 1 5
W 8 X 1 5
W 8 X 1 5
W 8 X 1 5
W 8 X 1 5
W 8 X 1 5
W 8 X 1 5
W 8 X 1 5
W8X35
W8X35
E.O.D.
5"
E.O.D.
5 1/2"
E .O .D .
5 "
1' - 8 1/2"3' - 0"5' - 9"5' - 9"5' - 9"5' - 9"5' - 3"5' - 3"3' - 6"
1' - 8 1/2"
3' - 2"3' - 2"
11
S305
11
S305
12
S305
13
S305
T/S @ (116'-6")T/S @ (115'-8")
T/S @ (116'-6")T/S @ (115'-8")
E.O.D.
5"
E.O.D.
5"
E .O .D .
5 "
W18X55
W18X55
12
S305
12
S305
E D G E
O F
B E A M
1 '
-
2
1 /2 "
E D G E
O F
B E A M
1 '
-
2
1 /2 "
1 '
-
3
1 /4 "
E .O .D .
2 3 '
-
1 "
1 '
-
3
1 /4 "
E .O .D .
E.O.S.
4 1/2"
H
5.5
W21X44 (33)
W8X28
W8X28
W8X28
W8X28
W8X28
W8X40
W8X15 W8X15 W8X15
W8X15
W8X15
W8X15
W 8 X 4 0
W 8 X 4 0W18X35
115' - 8"
W18X35
116' - 5"
W8X15 W8X15
E .O .D .
5 "
E .O .D .
4
3 /4 "
E.O.D.
5"
E.O.D.
5"
(S L O P E S )
(S L O P E S )
3 '
-
4 "
3 '
-
4 "
1 '
-
8
1 /2 "
3 '
-
1 1
1 /2 "
5 '
-
6 "
5 '
-
6 "
5 '
-
6 "
5 '
-
6 "
5 '
-
6 "
4 '
-
6
1 /2 "
1 '
-
8
1 /2 "
11
S305 11
S305
12
S305
13
S305
7" E.O.S.3' - 3"
T/S @ (115'-8")T/S @ (115'-8")
T/S @ (116'-5")T/S @ (116'-5")
E.O.D.
2' - 1 1/2"23' - 1"E.O.D.
2' - 1 1/2"
EDGE OF BEAM
2' - 0 3/4"
EDGE OF BEAM
2' - 0 3/4"
W 1 8 X 5 5
W 1 8 X 5 5
W 1 0 X 1 2
W 1 0 X 1 2
W12X16
2
C.8
W10X88
F6
F10
T/F = (97'-0")
T/F = (97'-0")
F7
P2
P2 P2
P2
HSS12X12X5/8
HSS12X12X5/8HSS12X12X5/8
HSS12X12X5/8
64' - 6 1/2"11' - 4 3/4"
1 5 '
-
0 "
2 '
-
1
5 /8 "
T/F = (97'-0")T/F = (97'-0")
T/F = (97'-0")T/F = (97'-0")
F7
F7 F7
P2
P2
TYP. @
WINDOW
1
S300
TYP. @
PRECAST
PANEL
1
E.8
W8X35
F3
T/F = (94'-6")
HSS8X8X3/8
F3
HSS8X8X3/8
F3F3
F3
HSS8X8X3/8
HSS8X8X3/8
40' - 0"10' - 2"
2 3 '
-
1 "
1 '
-
4
3 /4 "
P2 P2
P2P2
T/F = (97'-0")
T/F = (97'-0")T/F = (97'-0")
T/F = (97'-0")
P1
H
5.5
W10X45
F7
T/F = (98'-6")
F3 F3
F3 F3
P2 P2
P2P2
HSS8X8X3/8 HSS8X8X3/8
HSS8X8X3/8HSS8X8X3/8 T/F = (97'-0")T/F = (97'-0")
T/F = (97'-0")T/F = (97'-0")
3 6 '
-
0 "
9 '
-
4
3 /4 "
23' - 1"
3' - 8"
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :5 7
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S125
CANOPY FOUNDATION &
FRAMING PLANS
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"S125
2 PHYSICIAN PARKING CANOPY FRAMING PLAN
1/8" = 1'-0"S125
4 DISCHARGE CANOPY FRAMING PLAN
1/8" = 1'-0"S125
6 MAIN ENTRY CANOPY FRAMING PLAN
1/8" = 1'-0"S125
1 PHYSICIAN PARKING CANOPY FOUNDATION PLAN
1/8" = 1'-0"S125
3 DISCHARGE CANOPY FOUNDATION PLAN
1/8" = 1'-0"S125
5 MAIN ENTRY CANOPY FOUNDATION PLAN
MARK DATE DESCRIPTION
1
1 1.8
2
2.4
2.6 3
3 3.1
4 4.1
HH
G.7
GG
F.2F.2
F
E.8
E.1
E.1
E
C.8C.8
C.2
C
AA
4.4 4.5
5 5.5
5.5 5.7
6 6.2 7
7
D
W18X35 W24X68 W24X68 W24X68W16X31
W18X35 W21X50
W 2 4 X 5 5
W 1 6 X 2 6
W 1 4 X 2 2
W 1 6 X 2 6
W 1 6 X 2 6
(2 4 )
W 1 6 X 2 6
(1 2 )
W 1 4 X 2 2
(1 6 )
W 1 6 X 3 1
W 1 2 X 1 9
W 1 6 X 2 6
W 1 4 X 2 2
W16X31 W18X35 W18X40 (38)W24X55
W18X35 W18X35 (18)W21X50
W18X35 W16X31 (28)W21X50
W 1 6 X 3 1
W 1 8 X 3 5
W 1 6 X 2 6
W 1 8 X 3 5
W16X31
W16X31W16X31
W16X31 W16X31
W16X31
W 1 6 X 2 6
W 1 6 X 3 1
W 1 8 X 3 5
W18X35
W 1 6 X 2 6
W 1 2 X 1 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 8 X 3 5
W 1 8 X 3 5
W 1 8 X 3 5
W 1 6 X 3 1
W 1 6 X 3 1
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 9
W 1 2 X 1 9
W 1 2 X 1 9
W 1 4 X 2 2
(1 6 )
W 1 0 X 1 2
(6 )
W 1 4 X 2 2
(1 3 )
W 1 4 X 2 2
W 1 4 X 2 2
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 2 X 1 9
W 1 2 X 1 9
W 1 2 X 1 9
W 1 2 X 1 9
(2 0 )
W 1 2 X 1 9
(2 0 )
W 1 2 X 1 9
(2 0 )
W 1 4 X 2 2
W 1 4 X 2 2
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 9
W 1 2 X 1 9
W 1 2 X 1 9
W 1 6 X 2 6
(2 1 )
W 1 0 X 1 2
(8 )
W 1 0 X 1 2
(8 )
W 1 4 X 2 2
W 1 4 X 2 2
W 1 4 X 2 2
W 1 4 X 2 2
W 1 4 X 2 2
W 1 6 X 3 1
W 1 2 X 1 9
W 1 6 X 2 6
W 1 2 X 1 9
W 1 6 X 2 6
W 1 2 X 1 9
W 1 6 X 2 6
W 1 6 X 2 6
W 1 4 X 2 2
W 1 6 X 2 6
W 1 6 X 2 6
W 1 2 X 1 4
W 1 2 X 1 4
W 1 6 X 3 1
W 1 6 X 3 1
W 1 4 X 2 2
W 1 2 X 1 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 6 X 2 6
W 1 6 X 2 6
W 1 4 X 2 2
W 1 4 X 2 2
W 1 4 X 2 2
W 1 4 X 2 2
W 1 6 X 2 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W12X16 W12X16 W12X16 W12X16
8 9 10 11
B
G.1
W18X35
W 1 4 X 2 2
W 2 4 X 5 5
W 2 4 X 6 8
W 1 4 X 2 2
W 1 4 X 2 2
W 1 4 X 2 2
W 1 4 X 2 2 W24X68
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
3 1 '
-
0 "
2 9 '
-
3 "
2 6 '
-
1 0 "
2 6 '
-
1 0 "
2 6 '
-
1 "
3 2 '
-
0 "
15' - 0"22' - 0"24' - 0"24' - 0"28' - 0"22' - 0"15' - 0"24' - 3"24' - 8"18' - 0"
W 1 6 X 2 6
W 1 8 X 3 5
SEE NOTE 2SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
W12X16
W 1 0 X 1 2
W 1 0 X 1 2
W12X19 (11)W 1 0 X 1 2
W 1 0 X 1 2
W12X16
W12X16W10X12
W 1 0 X 1 2
(9 )
W 1 0 X 1 2
W24X68
130' - 8"
W24X68
130' - 8"
W24X68
130' - 8"
W 2 4 X 6 2
1 3 0 '
-
8 "
W 2 4 X 6 2
1 3 0 '
-
8 "
W 2 4 X 5 5
1 3 0 '
-
8 "
W 2 4 X 5 5
1 3 0 '
-
8 "
W 2 4 X 5 5
1 3 0 '
-
8 "
W16X26
130' - 8"
W24X55
130' - 8"
W16X26
130' - 8"
W 1 6 X 3 1
1 3 0 '
-
8 "
W 1 8 X 3 5
1 3 0 '
-
8 "
W 1 6 X 2 6
1 3 0 '
-
8 "
W16X26
130' - 8"
W16X26
130' - 8"
W 1 2 X 1 6
1 3 0 '
-
8 "
W 2 4 X 6 2
1 3 0 '
-
8 "
W 1 6 X 2 6
1 3 0 '
-
8 "
W21X44
130' - 6"
W14X22
130' - 6"
W18X40
130' - 6"
W18X35 W18X35
130' - 1"
W16X26
130' - 1"
W 1 8 X 3 5
1 3 0 '
-
8 "
W 1 8 X 3 5
1 3 0 '
-
8 "
W 2 4 X 5 5
(1 2 )
1 3 0 '
-
8 "
W 2 4 X 5 5
(1 2 )
1 3 0 '
-
8 "
W 2 4 X 5 5
(1 2 )
1 3 0 '
-
8 "
W18X35 (12)
130' - 8"
W 1 6 X 2 6
1 3 0 '
-
8 "
W 1 6 X 2 6
1 3 0 '
-
8 "
W 1 6 X 2 6
1 3 0 '
-
8 "
T/S @
(130'-5 3/16")
T/S @
(130'-0")
T/S @
(130'-8")
T/S @
(130'-0")
T/S @
(130'-0")
T/S @
(130'-8")
T/S @
(130'-7 1/8")
T/S @
(130'-0")
T/S @
(130'-8")
T/S @
(130'-8")
T/S @
(130'-0")
T/S @
(130'-0")
T/S @
(130'-0")
T/S @
(130'-8")
T/S @
(130'-4 3/4")
T/S @
(130'-4 3/4")
2 8 '
-
0 "
1 0 '
-
0 "
E'
16' - 0"6' - 0"4' - 0"20' - 0"14' - 0"14' - 0"6' - 6"15' - 6"3' - 2"
3 '
-
0 "
2 3 '
-
1 "
13' - 0"8' - 3"15' - 9"1' - 6"31' - 6"2' - 0"27' - 0"4' - 0"32' - 0"
W12X16 W12X16W12X16
W12X16 W12X16 W12X16 W12X16 W12X16
8 '
-
0 "
4 '
-
3 "
2 0 '
-
7 "
2 '
-
0 "
7 '
-
6 "
2 2 '
-
6 "
1 '
-
0 "
D'
T/S @
(130'-1")
7 "
E .O .D .
2 '
-
3 "
1 2 '
-
9 "
2' - 11"
E.O.D.
7"
7 "
E .O .D .
E.O.D.
1' - 6"
W18X35
130' - 8"
W14X22
130' - 8"
W14X22
130' - 8"
W 1 0 X 1 2
W10X12
8 '
-
0 "
1' - 1"3' - 5"
W10X12
W 1 0 X 1 2
1' - 8"4' - 4"
8 '
-
0 "
1 0 '
-
0 "
5 '
-
0 "
W14X30
W 1 0 X 1 2
W 1 0 X 1 2
W 8 X 1 0
W 8 X 1 0
W 8 X 1 8
1 3 0 '
-
2 "
W12X16
W12X16
W 1 2 X 1 6
W 1 2 X 1 6
W 1 2 X 1 6
W 8 X 1 8
1 3 0 '
-
2 "
ELEVATOR HOIST BEAM,
COORD. LOCTION W/
ELEVATOR SUPPLIER
ELEVATOR HOIST BEAM,
COORD. LOCTION W/
ELEVATOR SUPPLIER
SEE 6/S305
SEE 5/S305
SEE 5/S305
SEE 5/S305
SEE 5/S305
SEE 6/S305 (SIM.)SEE 6/S305 (SIM.)SEE 6/S305 (SIM.)
SEE 6/S305
SEE 6/S305
SEE 6/S305
SEE 6/S305
SEE 6/S305 (SIM.)
SEE 6/S305 SEE 6/S305
2
S140
3
S140 2
S140
4
S140
3
S140
2
S140
(SIM.)
3
S140
2
S140
3
S140
5
S140
2
S140
5
S140
3
S140
2
S140
3
S140
2
S140
3
S140
W 1 8 X 3 5
W10X12
PLAN NOTES:
1. ROOF DECK SHALL BE 1 1/2" 20 GAGE GALVANIZED WIDE RIBBED METAL ROOF
DECK. THE TOP OF STEEL SHALL BE AT ELEVATION (130'-0") U.N.O.
2. THE SLAB SHALL CONSIST OF 3 1/4" OF LIGHT WEIGHT CONCRETE OVER 2"
GALVANIZED 20 GAGE COMPOSITE METAL DECK (TOTAL THICKNESS 5 1/4")
REINFORCED WITH 6x6-W2.1xW2.1 W.W.F. SUPPORTED BY BOLSTERS. THE
3. INDICATES A MOMENT CONNECTION (OMRF).
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 2 :5 9
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S130
ROOF FRAMING PLAN
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"S130
1 03- ROOF FRAMING PLAN
MARK DATE DESCRIPTION
4
F
E
C
5
D
H S S 8 X 4 X 1 /4
H S S 8 X 4 X 1 /4
H S S 8 X 4 X 1 /4
H S S 8 X 4 X 1 /4
HSS8X4X1/4 HSS8X4X1/4 H S S 8 X 4 X 1 /4
H S S 8 X 4 X 1 /4
H S S 8 X 4 X 1 /4
HSS8X4X1/4HSS8X4X1/4
(142'-2" & 133'-11")(142'-2" & 133'-11")
(142'-2" & 133'-11")(142'-2" & 133'-11")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")HSS8X4X1/4
HSS8X8X3/8
HOT-DIP GALVANIZED
(TYPICAL)
8 '
-
0 "
2 6 '
-
1 0 "
2 6 '
-
1 0 "
2 6 '
-
1 "
1 0 '
-
0 "
18' - 0"6' - 0"7' - 0"
5 '
-
0 "
5 '
-
0 "
5
S305
5
S305
5
S305
5
S305
H S S 8 X 4 X 1 /4
H S S 8 X 4 X 1 /4
H S S 8 X 4 X 1 /4
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
(1 4 2 '-2 "
&
1 3 3 '-1 1 ")
NOTE 'A':
CONNECT COLUMN TO BOTTOM
OF CONTINUOUS HSS8x4 @ TOP.
DELETE LOWER HORIZONTAL
HSS8x4 ON SOUTH SIDE OF
COLUMN FOR DOOR OPENING.
SEE NOTE 'A'
(SIM.)
5
S305
(SIM.)
5
S305
(SIM.)
CONNECTION
DETAIL PER
PRECAST PANEL
SUPPLIER
ELEVATION
PER PLAN
BEAM PER PLAN
PRECAST
CONCRETE
PANEL
3"x7"x1/4" CONT. BENT PLATE,
ALIGN AND FIELD WELD TO
BEAM @ 12" O.C.
1 1/2" METAL DECK
10"
1"
7"
ELEVATION
PER PLAN
BEAM PER PLAN
1 1/2" METAL DECK
10"
1"
7"
NOTE:
FOR ADDITIONAL
NOTES SEE
SECTION 2/S140
ANCHOR CURTAIN
WALL MULLION
TO BENT PLATE
AS REQUIRED
ELEVATION
PER PLAN
BEAM PER PLAN
CURTAIN WALL
PER ARCH.
3"x7"x1/4" CONT. BENT PLATE,
ALIGN AND FIELD WELD TO
BEAM @ 12" O.C.
1 1/2" METAL DECK
PER ARCH.
7"
2"
1"5"5"1"
2"
ELEVATION
VARIES
PER PLAN
SHIM AND
GROUT VARIES
1/2" MINIMUM
PRECAST CONCRETE
PANEL
CONNECTION DETAIL
PER PRECAST PANEL
SUPPLIER
1 1/2" METAL DECK
(TYP.)
3/8"x16" CONT. PLATE
SHOP WELDED TO
BEAM @ 12" O.C.
W10 BEAM
PER PLAN
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 3 :0 0
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S140
SCREEN WALL FRAMING
PLAN
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"S140
1 SCREEN WALL FRAMING PLAN
3/4" = 1'-0"S140
2 SECTION
3/4" = 1'-0"S140
3 SECTION
3/4" = 1'-0"S140
4 SECTION
3/4" = 1'-0"S140
5 SECTION
MARK DATE DESCRIPTION
7"10"8"
2 '
-
0 "
U .N .O .
1 '
-
6 "
3 "
C L R .
2" (TYP.)
3/8" JOINT FILLER
AND SEALANT
CONCRETE PROTECTION OF
CONNECTION BY PRECAST PANEL
SLAB PER
PLAN @ ELEV. (100'-0")
VAPOR RETARDER
COMPACTED DRAINAGE FILL
RIGID INSULATION
PER ARCH. DWGS
#4 TIES @ 3'-0" O.C.
4#5 CONT. W/
90º BEND @ CORNERS
2'-0"x2'-0" CONT.
FOOTING
PRECAST CONCRETE
PANEL
PRECAST CONCRETE
PANEL CONNECTION
SHALL BE DESIGNED,
DETAILED AND PROVIDED
BY THE PRECAST PANEL
SUPPLIER.
1" SHIM. &
NON-SHRINK
GROUT
1"
8"8"
1' - 0"3' - 5"2' - 0"1"
1 0 "
8 "
4" SLAB @
ELEV. (100''-0")
1/4"/FT
1/2" øx1'-6" SMOOTH
DOWELS @ 12" O.C.
@ DOOR OPENING
#4@12" O.C.#4@12" O.C.
FOR ADDITIONAL
NOTE SEE
SECTION 1
2x4 KEYWAY
1#4 ALONG
(3)-SIDES
PAVEMENT
PER CIVIL
DWGS
COLUMN SIZE AND
BASE DETAILS
VARIES WITH LOCATION
1#4 AROUND COLUMN
3/8" JOINT FILLER
AND SEALANT
SLAB @
ELEV. (100''-0")
RIGID INSULATION
PER ARCH. DWGS
2" NON-SHRINK
GROUT AND
LEVELING NUTS
ANCHOR BOLT
SIZE AND
SPACING
VARIES
10"8"
COLUMN FOOTING
PER PLAN
PRECAST
CONCRETE
PANEL
FOR CONNECTION
OF PRECAST PANEL
BEYOND COLUMN,
SEE DETAIL 1/S--
T/FTG. @
(98'-6")
1 '
-
0 "
5 '
-
0 "
8 "
2' - 0"1' - 0"
ELEV. @
(100'-0")
6"
2 "
3 "
#4@12" o.c.#4@12" o.c.
1"x3/4" CONT.
BENTONITE
WATERSTOP
(TYP. @ TOP & BOT.)
#4@12" O.C.
W/CORNER BARS
#4@12" O.C.
(1 1/2" COVER)WATER PROOFING
PER ARCH.
#4@12" O.C. W/
2#4 CONT.
8"2'-0" x 2'-0"8"
1" GALV. GRATING
PER ARCH.
L1 1/4x1 1/4x1/4
W/3/8"øx8"+2"
SHOP WELDED
ANCHORS @ 10" O.C.
HOT-DIP GALV.
(TYP. 4 SIDES)
1"x3/4" CONT.
BENTONITE
WATERSTOP
(TYP. 4 SIDES)
4#4 EACHWAY4#4 EACHWAY
#4@12" O.C.#4@12" O.C.
NOTE: VERIFY LOCATION
OF ELEVATOR PIT WITH
THE ELEVATOR SUPPLIER1'
-
0 "
6 "
1 '
-
0 "
11 2
2 '
-
0 "
O R
1 '-8 "
1 '
-
4 "
1' - 8"1' - 6"
3' - 2"
4 "
4 "
NEW 4" SLAB ELEV. @ (100'-0")
EXISTING
CONSTRUCTION
2' - 0"
2"
1/2"ø SMOOTH DOWELS
@ 12" O.C., DRILL AND
EPOXY GROUT 9" INTO
FACE OF CONCRETE
COLUMN AND
BASE PLATE PER
PLAN AND DETAIL
3/8" JOINT FILLER
AND SEALANT
(TYP. ALL SIDES)
SLAB @
ELEV. (100''-0")
LEVELING NUT
AND 2" NON-SHRINK
GROUT
ANCHOR BOLT
SIZE AND SPACING
VARIES
2 '-0 "
P E R
1 '
-
6 "
O R
P L A N
2 '
-
0 "
1 '
-
6 "
7"10"8"
#4@12" O.C.
W/4#4 CONT.
RIGID INSULATION
PER ARCH.
#4 TIES @ 3'-0" O.C.
4#5 CONT. W/
90° BEND @ CORNERS
3/4" CHAMFER
4" SLAB @
ELEV. (100'-0")
1/2" JOINT FILLER
AND SEALANT
SMOOTH RUBBED
FINISH
2' - 0"
D
3 "
5 "
3 "
1' - 3"
5"10"1' - 2"9 SPACES @ 2'-0"4"1' - 9"
1/4"2"
7"
3"
19'-6" ± (V.I.F.)
3"
1' - 6"
BOTTOM OF
EXISTING PRECAST
PANEL @ (110'-0")1/4"2"
1 '
-
4 "
8 "
T/SLAB @
(100'-0")
HSS8x4x0.25 WITH
8"x8"x5/8" CAP PLATE
EXISTING
EDGE OF
PRECAST
PANEL
EXISTING
EDGE OF
PRECAST
PANEL
SEE DETAIL 10/S300
T/PIER
EXISTING
T/FTG.@ (98'-0")
NOTES:
1.FIELD VERIFY EXISTING DIMENSION PRIOR TO DETAILING
FOR FABRICATION.
2.BRACE AND SHORE EXISTING PRECAST CONCRETE PANEL
PRIOR TO REMOVING ANY SECTION OF PANEL. MAINTAIN
BRACING AND SHORING IN PLACE UNTIL NEW COLUMNS
AND CHANNELS ARE INSTALLED.
11
S300(2)-C12x20.7
2 1/4"6"1 3/4"
1
1 /2 "
5
1 /2 "
5
1 /2 "
1
1 /2 "
HSS8x4x0.25
10"x14"x3/4" PLATE
NOTE:
INSTALL 1" SHIM AND NON SHRINK
GROUT BELOW BASE PLATE.
3"9"
A P P L Y
T W O
C O A T S
O F
1 0 "
1 '
-
4 "
9 "
A S P H A L T I C
P A I N T
HSS8x4
(4)-3/4" ø THREADED ROD
W/NUT AND WASHER.
DRILL AND EPOXY GROUT
9" INTO PIER AFTER ERECTING
COLUMN.
1" SHIM AND GROUT
12"x18" PIER W/4#6 VERTICAL
AND 3#3 TIES @ 6" O.C.
(DRILL AND EPOXY GROUT
9" INTO EXISTING FOOTING)
EXISTING
T/FTG. @ (98'-0")
NOTE:
CENTER PIER AND COLUMN
UNDER EXISTING PRECAST
CONCRETE PANEL ABOVE.
3 "
6 "
3 "
8"
1/4"2"
TYPICAL
HSS8x4x0.25
PER ELEVATION
8"x8"x5/8"
CAP PLATE
SHOP WELDED TO
COLUMN (ALIGN
3 SIDE WITH
COLUMN FACE)
EXISTING 8"
PRECAST CONCRETE
PANEL
BOTTOM OF
PRECAST
PANEL @
(110'-0")
3/4"ø EXP. BOLT
W/NUT & WASHER
(3 3/4" EMBEDMENT)
C12 EACH SIDE
OF COLUMN
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 3 :0 2
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S300
SECTIONS
0891
CONSTRUCTION
DOCUMENTS
3/4" = 1'-0"S300
1 SECTION
3/4" = 1'-0"S300
2 SECTION
3/4" = 1'-0"S300
3 SECTION
3/4" = 1'-0"S300
4 SECTION
3/4" = 1'-0"S300
5 SECTION
3/4" = 1'-0"S300
8 SECTION
3/4" = 1'-0"S300
6 TYPICAL DETAIL @ INTERIOR COLUMN
3/4" = 1'-0"S300
7 SECTION
3/4" = 1'-0"S300
9 ELEVATION
1 1/2" = 1'-0"S300
10 DETAIL
1" = 1'-0"S300
11 SECTION
MARK DATE DESCRIPTION
10"
1"
7"
5
1 /4 "
ELEV.
@ (115'-0")
WT5x8.5-5" LONG SHOP WELDED
TO BENT PLATE, VERIFY LOCATION
WITH THE PRECAST CONCRETE
PANEL SUPPLIER (TWO PER PANEL)
CONNECTION OF
PRECAST CONCRETE
PANEL SHALL BE DESIGNED,
DETAILED AND PROVIDED
BY PRECAST CONCRETE
PANEL SUPPLIER
1/4" CONT. BENT PLATE
W/1/2"øx6" HEADED STUDS
@ 2'-0" O.C. ALIGN WITH
RESPECT TO BUILDING
LINE AND FIELD WELD
TO BEAM @ 12" O.C.
BEAM PER PLAN
10"
1"
7"
ELEV.
@ (115'-0")
WT5x8.5-5" LONG SHOP WELDED
TO BENT PLATE, VERIFY LOCATION
WITH THE PRECAST CONCRETE
PANEL SUPPLIER (TWO PER PANEL)
CONNECTION OF
PRECAST CONCRETE
PANEL SHALL BE DESIGNED,
DETAILED AND PROVIDED
BY PRECAST CONCRETE
PANEL SUPPLIER
1/4" CONT. BENT PLATE
W/1/2"øx6" HEADED STUDS
@ 2'-0" O.C. ALIGN WITH
RESPECT TO BUILDING
LINE AND FIELD WELD
TO BEAM @ 12" O.C.
BEAM PER PLAN
5
1 /4 "
FULL DEPTH DOUBLE
ANGLE CONNECTION
WITH 3/4"ø A325 BOLTS
ELEV.
@ (130'-5 1/4")
1/4" CONT. BENT PLATE
W/1/2"øx6" HEADED STUDS @
2'-0" O.C., ALIGN AND FIELD
WELD BEAM @ 12" O.C.
BEAM PER PLAN
5
1 /4 "
8"
1
1 /2 "
1 1/2" METAL DECK
3"
3/8"x6" CONT. PLATE,
SHOP WELD TO 1/4"
BENT PLATE @ 12" O.C.
ELEV.
@ (130'-5 1/4")
1/4" CONT. BENT PLATE
W/1/2"øx6" HEADED STUDS @
2'-0" O.C., ALIGN AND FIELD
WELD BEAM @ 12" O.C.
BEAM PER PLAN
3"8"
1
1 /2 "
1 1/2" METAL DECK
3/8"x6" CONT. PLATE,
SHOP WELD TO 1/4"
BENT PLATE @ 12" O.C.
5
1 /4 "
2"2"
8"ELEV. @
(131'-1 1/4")
FOR BEAM FRAMING
AND OTHER DETAIL
SEE DETAILS
4 AND 5 ON SHEET S305
BUILDING
COLUMN
PER PLAN
(2)-3/4"ø2" HEADED STUD
THROUGH 1/2" PLATE, SHOP
WELD HEAD TO BOTTOM OF PLATE
12"x12"x1/2" CAP PLATE
WITH BUILDING COLUMN
9"x9"x1/2" PLATE W/13/16"ø
HOLES FOR ALIGNMENT
1/4
HSS8x8x3/8
COLUMN PER PLAN
HSS8x4x1/4
L3x3x3/8 SHOP WELDED
TO COLUMN (TYPICAL)
3/4"ø ASTM A325 BOLTS
W/NUT AND WASHER
L3x3x3/8 SHOP
WELDED TO COLUMN
HSS8x4x1/4
3/8" CAP PLATE
SHOP WELDED
TO COLUMN
ELEV. @
(133'-11")
ELEV. @
(142'-2")
ELEV.
@ (131'-1 1/4")
BEAM PER PLAN
BEAM PER PLANBEAM PER PLAN
5
1 /4 "
1/4
9"x9"x1/2" PLATE
W/13/16"ø HOLES
FOR ALIGNMENT
(2)-3/4"ø HEADED STUD
THROUGH 1/2" PLATE,
SHOP WELD HEAD TO
BOTTOM PLATE
HSS8x8x3/8 W/ 12"x12"x1/2"
PLATE AT TOP AND BOTTOM,
SHOP WELDED ON TOP
OF LARGER BEAM
FOR DECK AND
OTHER DETAILS
9 AND 10 ON
SHEET S---
NOTE: FOR CONTINUATION
SEE DETAIL 5/S305
ELEV.
@ (115'-0")ANCHOR CURTAIN
WALL MULLION
TO BENT PLATE
AS REQUIRED
1/4" CONT. BENT PLATE
W/1/2"øx6" HEADED STUDS
@ 2'-0" O.C. ALIGN WITH
RESPECT TO BUILDING
LINE AND FIELD WELD
TO BEAM @ 12" O.C.
BEAM PER PLAN
5
1 /4 "
FULL DEPTH DOUBLE
ANGLE CONNECTION
WITH 3/4"ø A325 BOLTS
7"
CURTAIN WALL
PER ARCH.
ELEV.
@ (115'-0")ANCHOR CURTAIN
WALL MULLION
TO BENT PLATE
AS REQUIRED
1/4" CONT. BENT PLATE
W/1/2"øx6" HEADED STUDS
@ 2'-0" O.C. ALIGN WITH
RESPECT TO BUILDING
LINE AND FIELD WELD
TO BEAM @ 12" O.C.
BEAM PER PLAN
FULL DEPTH DOUBLE
ANGLE CONNECTION
WITH 3/4"ø A325 BOLTS
7"
CURTAIN WALL
PER ARCH.
5
1 /4 "
ELEV.
@ (115'-0")
L4x4 BY STAIR
SUPPLIER
BEAM PER PLAN
8"4"
STAIR STRINGER
4 "
ELEV.
@ (115'-0")
1/4" CONT. BENT
PLATE W/1/2"ø
x6" HEADED STUDS
@ 16" O.C.
BEAM PER PLAN
4"FOR RAILING
SEEA RCH.
4 "
5
1 /4 "
3/4"
L4x4x1/4 CONT.
ALIGN AND FIELD
WELD TO BEAMS
@ TOP AND BOTTOM
1 1/2" METAL DECK
6" METAL STUD
PER ARCH.
ANCHORED
TO BOTH ANGLES
1/4" STIFFENERS
ON BOTH SIDES
ELEVATION
VARIES PER PLAN
(2)-3/4"ø
A325 BOLTS
BEAM PER PLAN
PER PLAN
L5x3 1/2x1/4 CONT.
ALIGN AND FIELD
WELD TO BEAM
@ 12" O.C. @ TOP & BOTTOM
1 1/2" METAL DECK
(DIRECTION VARIES
PER PLAN)
6" METAL STUD
PER ARCH.
ANCHORED
TO BOTH ANGLES
BEAM PER PLAN
5"
ELEVATION
PER PLAN
2"ELEVATION
PER PLAN
1 1/2" METAL DECK
E.O.D. PER PLAN
FACE OF PRECAST
PANEL
BEAM PER PLAN
7"
4 1/2"
1/2"ø BARS @ 16" O.C.
SHOP WELDED @ BOTH ENDS
TO BENT PLATE
5
1 /4 "
ELEV.
@ (115'-0")
ATTACH METAL STUD TO
BENT PLATE WITH
SLIDE CLIP
METAL STUDS
PER ARCH.
BEAM PER PLAN
1/4" CONT. BENT
PLATE, ALIGN AND
FIELD WELD TO
BEAM @ 12" O.C.
2#4 CONT.
NOTE:
FOR CONNECTION OF PRECAST
OR CURTAINWALL.
SEE SECTIONS 1, 2, 6 OR 7
ON THIS SHEET.
ELEV.
@ (115'-0")
ATTACH METAL STUD
TO BENT PLATE
WITH SLIDECLIP
BEAM PER PLAN
METAL STUD
PER ARCH.
5
1 /4 "
1/4"'CONT. BENT PLATE,
ALIGN AND FIELD
WELD TO BEAM @ 12" O.C.4 1/2"
1' - 2"
4 1/2"
1/2"ø BARS @ 16" O.C.
SHOP WELDED @ BOTH
ENDS TO BENT PLATE
5
1 /4 "
ELEV.
@ (115'-0")
ANCHOR METAL STUD TO
BEAM WITH SLIDE CLIP
METAL STUDS
PER ARCH.
BEAM PER PLAN
1/4" CONT. BENT
PLATE, ALIGN AND
FIELD WELD TO
BEAM @ 12" O.C.
3#4 CONT.
AREA A
EXIST.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO.PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
ph 317.617.4270
www.jpsconsultingengineers.com
J :\P r o j e c t s \I n d i a n a
S p i n e
G r o u p \R e v i t \0 8 9 1 0 0 0 4 -S T R U C T _J P S _C E N T R A L _v 2 0 1 5 .r v t
9 /2 2 /2 0 1 5
1 0 :2 3 :0 6
A M
08910004
21 SEPT, 2015
DBJ
JCB
BAP S305
SECTIONS
0891
CONSTRUCTION
DOCUMENTS
3/4" = 1'-0"S305
1 SECTION
3/4" = 1'-0"S305
2 SECTION
3/4" = 1'-0"S305
3 SECTION
3/4" = 1'-0"S305
4 SECTION
3/4" = 1'-0"S305
5 SECTION
3/4" = 1'-0"S305
6 SECTION
3/4" = 1'-0"S305
7 SECTION
3/4" = 1'-0"S305
8 SECTION
3/4" = 1'-0"S305
9 SECTION
3/4" = 1'-0"S305
10 SECTION
3/4" = 1'-0"S305
11 SECTION
3/4" = 1'-0"S305
12 SECTION
3/4" = 1'-0"S305
13 SECTION
3/4" = 1'-0"S305
14 SECTION
3/4" = 1'-0"S305
15 SECTION
3/4" = 1'-0"S305
16 SECTION
MARK DATE DESCRIPTION
UP
UP
XX
PR
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GENERAL WALL TYPE NOTES A. DIMENSIONS IN PLAN AND ELEVATION ARE TAKEN TO THE FACE OF FINISH DRYWALL, FACE OF EXPOSED MASONRY, CONCRETE, OR CENTER LINE OF COLUMN, UNLESS NOTED OTHERWISE.B. MASONRY REINFORCEMENT.C. ALL INTERIOR WALLS SHALL BE TYPE 'B3' UNLESS NOTED OTHERWISE.ALL COLUMN SURROUNDS SHALL BE WALL TYPE 'A2' UNLESS NOTED OTHERWISE.D. PROVIDE FULL HEIGHT STRUCTURAL STUDS TO THE STRUCTURE ABOVE AT ALL CORNERS, AT DOOR AND BORROWED LIGHT FRAMES,JAMBS, AND BEHIND ALL WALL MOUNTED EQUIPMENT AND/ OR CASEWORK.E. FURNISH AND INSTALL FIRE STOP SEALANT WHERE GYPSUM WALL BOARD MEETS FIREPROOFING ON COLUMNS, BEAMS, AND METAL DECK AT FIRE RATED PARTITIONS.F. ALL PENETRATIONS THROUGH FIRE AND SMOKE RATED WALLS SHALL BE FIRE STOPPED AS NECESSARY TO MAINTAIN RATINGS.G. AT FIRE RATED WALLS, PROVIDE TESTED FIRE STOPPING SYSTEM AT HEAD OF WALL. AT ALL NON-FI RE RATED WALLS, INCLUDING SOUND RESISITANT WALLS, SMOKE PARTITIONS AND CORRIDOR WALLS, PACK VOID SPACE BETWEEN METAL DECK FLUTES AND TOP OF PARTITION WITH FIRE SAFING AND SEAL GAP AT DRYWALL WITH ACOUSTICAL SEALANT.H. ALL WALLS SHALL BE TREATED AS SOUND RESISTANT WALLS (UNLESS NOTED OTHERWISE). SEAL AROUND ALL PENETRATIONS AND INSTALL SOUND ATTENTION BATTS FULL HE IGHT. FIT INSULATION TIGHT AROUND DUCT AND PIPE PENETRATIONS. ALL SOUND RESISTANT WALLS WITH SOUND ATTENUATION BATTS SHALL HAVE ACOUSTICAL SEALANT UNDER BOTTOM RUNNER TRACK.I. ALL STUDS SHALL BE AT 16" O.C. UNLESS NOTED OTHERWISE.J. ALL SHAFT WALL STUDS SHALL BE AT 24" O.C. UNLESS NOTED OTHERWISE.1. INDICATES ENTIRE WALL CONSTRUCTION TO STOP 6" ABOVE FINISHED CEILING.2. INDICATES GYPSUM BOARD ON ONE SIDE TO STOP 6" ABOVE FINISHED CEILING.3. INDICATES PARTIAL HEIGHT WALL.a. INDICATES NO SOUND ATTENTION BLANKETS b. INDICATES MASONRY FILL INSULATION IN ALL OPEN CORES OF CMU.c. INDICATES 1/2" 4'x8' SHEETS OF FIRE RETARDENT PLYWOOD APPLIED TO TELECOM. SIDE OF ROOM. APPLY TO A HEIGHT OF 8'-0" A.F.F.d. INDICATES ADDITIONAL LAYER OF 5/8" GYPSUM BOARD OVER WALL.WALL TYPE SYMBOL X1.1x INDICATES CONSTRUCTION TYPENUMERICAL INDICATION OF STUD/MASONRY SIZESUFFIX INDICATES MODIFICATIONS TO WALL CONSTRUCTION HEIGHTSUFFIX INDICATES HORIZONTAL MODIFICATIONS WALL TYPES SUFFIX
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08910004 21 SEPT 2015 A001.1WALL TYPES 0891CONSTRUCTIONDOCUMENTSMARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1
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XX GENERAL DEMOLITION NOTESDEMOLITION SYMBOLS LEGEND EXISTING COLUMN LINE DEMOLITION NOTE DESIGNATION EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED EXISTING DOOR AND FRAME TO REMAIN EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WINDOW AND FRAME TO REMAIN EXISTING WINDOW AND FRAME TO BE REMOVED1 A.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PARTITIONS AND TEMPORARY DOORS AS DEEMED NECESSARY BY THE ARCHITECT, ENGINEER AND OWNER. THEY SHALL BE WELL MAINTAINED AND ANY DAMAGE REPAIRED IMMEDIATELY TO AVOID MIGRATION OF DUST INTO ADJOINING AREAS.B.THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN OCCUPIED SPACES AND SHALL NOTIFY THE OWNER TWO WEEKS PRIOR TO COMMENCING WORK. SUCH SPACES ARE TO REMAIN OCCUPIED DURING DEMOLITION AND ALL WORK SHALL BE PERFORMED IN SUCH A MANNER TO MINIMIZE DISRUPTIONS TO OCCUPANTS. PROTECT EXISTING FLOOR FINISHES FROM CONSTRUCTION TRAFFIC THROUGH OCCUPIED AREAS.EXISTING WALL, FLOOR AND CEILINGS FINISHES TO REMAIN SHALL BE PROTECTED AND ANY DAMAGE RESULTING FROM DEMOLITION WORK SHALL BE REPAIRED.C.WHEN DEMOLITION CAUSES DAMAGE TO FLOOR, WALL OR CEILING SURFACES THAT WILL REMAIN EXPOSED IN THE FINISHED WORK, SUCH DAMAGE SHALL BE REPAIRED AS REQUIRED TO RECEIVE NEW FINISHES.D.THE CONTRACTOR SHALL COVER AND PROTECT OWNER'S EQUIPMENT WHICH CANNOT BE REMOVED FROM THE PROJECT AREA.E.CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH ANY PHASING REQUIRED TO COMPLETE THE WORK.F.WHERE EXTERIOR WALLS, DOORS AND/OR WINDOWS ARE TO BE REMOVED OR MODIFIED, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT THE EXISTING BUILDING REMAINS SECURE, WEATHER-TIGHT, AND WITHOUT DRAFTS.G.MAKE ALL DEMOLITION CLEAN AND COMPLETE AND IN A MANNER SUITABLE TO ACCEPT NEW FINISHES AND/OR SURFACES.H.REMOVE ALL EXISTING WALL MOUNTED ITEMS WITHIN THE PROJECT LIMIT AREA WHICH ARE NOT NOTED TO REMAIN. THE CONTRACTOR SHALL DISPOSE OF THESE ITEMS AFTER INSPECTION BY THE OWNER FOR FUTURE USE. IF ITEMS ARE REMOVED FROM WALLS THAT ARE TO REMAIN, THE CONTRACTOR SHALL PATCH WALLS AS REQUIRED TO RECEIVE NEW FINISHES AND/OR SURFACES.I.DEMOLITION FOR BUILDING SERVICES AND UTILITIES SHALL BE PERFORMED BY THE TRADE RESPONSIBLE FOR THAT UTILITY.FOR EXAMPLE, PLUMBING FIXTURES SHALL BE DEMOLISHED BY THE MECHANICAL CONTRACTOR. OPENINGS FOR DEMOLISHED UTILITIES SHALL BE INFILLED BY TRADE RESPONSIBLE FOR PIPING, DUCT OR CONDUIT DEMOLITION. OPENINGS THROUGH FIRE-RATED CONSTRUCTION SHALL BE PATCHED TO MATCH EXISTING CONSTRUCTION OR BE FIRESTOPPED.FIRST FLOOR 100' - 0"SECOND FLOOR 115' - 0"
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08910004 21 SEPT 2015 A101.1DEMOLITION PLANS 0891CONSTRUCTIONDOCUMENTS
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NOTES- DEMOLITION PLAN- BP1 * REFER TO SHEET A011 FOR GENERAL NOTES AND LEGENDS ** NOT ALL NOTES APPEAR ON EACH SHEET 1 REMOVE PORTION OF PRECAST WALL PANEL AS INDICATED. REFER TO STRUCTURAL DRAWINGS FOR SUPPORT REQUIREMENTS.2 REMOVE STOREFRONT SYSTEM IN ITS ENTIRETY.3 SAWCUT PRECAST PANEL TO ALLOW FOR NEW DOOR AND FRAME. REFER TO OPENING SCHEDULE FOR DOOR SIZE.4 REMOVE PORTION OF DRYWALL AND METAL STUDS FOR NEW DOOR AND FRAME INSTALLATION.5 LINE OF NEW BUILDING CONSTRUCTION
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H.O.AUTODOOR NUMBER DESIGNATIONWALL TYPE WALL TYPE SUFFIX A.ALL INTERIOR GYPSUM DRYWALL WALLS SHALL BE TYPE B3 UNLESS NOTED OTHERWISE.B.ALL GYPSUM DRYWALL COLUMN SURROUNDS SHALL BE TYPE A3 UNLESS NOTED OTHERWISE.C.ALL INTERIOR MASONRY WALLS SHALL BE TYPE M6 UNLESS NOTED OTHERWISE.D.ALL DIMENSIONS ARE TO FACE OF DRYWALL, FACE OF BLOCK OR CONCRETE, OR TO FACE OF EXISTING WALL FINISH.E.REFER TO SHEET A500.1 FOR TYPICAL LOCATION OF INTERIOR DOOR OPENINGS.NEW DOORNEW WALL DOOR WITH MAGNETIC HOLD OPEN DEVICESDOOR WITH AUTOMATIC DOOR OPERATORNEW DOORNEW WALLPUSH PLATE FOR AUTO DOOR OPERATOR CARD READER FOR ELECTRIC DOOR LATCH KEYPAD FOR ELECTRIC DOOR LATCH KEYED SWITCH TO DEACTIVATE DOOR OPERATOR PROXIMITY SENSOR TOUCHLESS ACTUATORXX.#CRPP TAPSKSKPXXNEW COLUMN LINE SECTION INDICATOR DETAIL INDICATOR AREA OF DETAIL DETAIL NUMBER SHEET NUMBER ROOM NAME DESIGNATION ROOM NUMBER DESIGNATION PLAN NOTE DESIGNATIONA1011SIMSIMILAR1A101SIMROOM000 1 101DIMENSION PLAN SYMBOLS LEGEND GENERAL DIMENSION NOTES
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08910004 21 SEPT 2015 A111A.1FIRST FLOOR DIMENSION PLAN AREA A 0891CONSTRUCTIONDOCUMENTSNOTES- DIMENSION PLAN- BP1 * REFER TO SHEET A011 FOR GENERAL NOTES AND LEGENDS ** NOT ALL NOTES APPEAR ON EACH SHEET *** REFER TO A001 FOR WALL TYPES 1 2" BUILDING EXPANSION JOINT 2 6" CMU WALL. REINFORCED WITH #4 REBAR AT 48" O.C.3 REMOVE PRECAST JOINT SEALANT AND REPLACE WITH FIRESTOPPING.
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H.O.AUTODOOR NUMBER DESIGNATIONWALL TYPE WALL TYPE SUFFIX A.ALL INTERIOR GYPSUM DRYWALL WALLS SHALL BE TYPE B3 UNLESS NOTED OTHERWISE.B.ALL GYPSUM DRYWALL COLUMN SURROUNDS SHALL BE TYPE A3 UNLESS NOTED OTHERWISE.C.ALL INTERIOR MASONRY WALLS SHALL BE TYPE M6 UNLESS NOTED OTHERWISE.D.ALL DIMENSIONS ARE TO FACE OF DRYWALL, FACE OF BLOCK OR CONCRETE, OR TO FACE OF EXISTING WALL FINISH.E.REFER TO SHEET A500.1 FOR TYPICAL LOCATION OF INTERIOR DOOR OPENINGS.NEW DOORNEW WALL DOOR WITH MAGNETIC HOLD OPEN DEVICESDOOR WITH AUTOMATIC DOOR OPERATORNEW DOORNEW WALLPUSH PLATE FOR AUTO DOOR OPERATOR CARD READER FOR ELECTRIC DOOR LATCH KEYPAD FOR ELECTRIC DOOR LATCH KEYED SWITCH TO DEACTIVATE DOOR OPERATOR PROXIMITY SENSOR TOUCHLESS ACTUATORXX.#CRPP TAPSKSKPXXNEW COLUMN LINE SECTION INDICATOR DETAIL INDICATOR AREA OF DETAIL DETAIL NUMBER SHEET NUMBER ROOM NAME DESIGNATION ROOM NUMBER DESIGNATION PLAN NOTE DESIGNATIONA1011SIMSIMILAR1A101SIMROOM000 1 101DIMENSION PLAN SYMBOLS LEGEND GENERAL DIMENSION NOTES AREA AEXIST.AREA B9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVEDCLIENT NO.PROJECT NO.KEYPLAN PLAN NORTHINDIANA SPINE HOSPITAL
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08910004 21 SEPT 2015 A111B.1FIRST FLOOR DIMENSION PLAN AREA B 0891CONSTRUCTIONDOCUMENTS
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NOTES- DIMENSION PLAN- BP1 * REFER TO SHEET A011 FOR GENERAL NOTES AND LEGENDS ** NOT ALL NOTES APPEAR ON EACH SHEET *** REFER TO A001 FOR WALL TYPES 1 2" BUILDING EXPANSION JOINT 2 6" CMU WALL. REINFORCED WITH #4 REBAR AT 48" O.C.3 REMOVE PRECAST JOINT SEALANT AND REPLACE WITH FIRESTOPPING.MARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1
DN H.O.AUTODOOR NUMBER DESIGNATIONWALL TYPE WALL TYPE SUFFIX A.ALL INTERIOR GYPSUM DRYWALL WALLS SHALL BE TYPE B3 UNLESS NOTED OTHERWISE.B.ALL GYPSUM DRYWALL COLUMN SURROUNDS SHALL BE TYPE A3 UNLESS NOTED OTHERWISE.C.ALL INTERIOR MASONRY WALLS SHALL BE TYPE M6 UNLESS NOTED OTHERWISE.D.ALL DIMENSIONS ARE TO FACE OF DRYWALL, FACE OF BLOCK OR CONCRETE, OR TO FACE OF EXISTING WALL FINISH.E.REFER TO SHEET A500.1 FOR TYPICAL LOCATION OF INTERIOR DOOR OPENINGS.NEW DOORNEW WALL DOOR WITH MAGNETIC HOLD OPEN DEVICESDOOR WITH AUTOMATIC DOOR OPERATORNEW DOORNEW WALLPUSH PLATE FOR AUTO DOOR OPERATOR CARD READER FOR ELECTRIC DOOR LATCH KEYPAD FOR ELECTRIC DOOR LATCH KEYED SWITCH TO DEACTIVATE DOOR OPERATOR PROXIMITY SENSOR TOUCHLESS ACTUATORXX.#CRPP TAPSKSKPXXNEW COLUMN LINE SECTION INDICATOR DETAIL INDICATOR AREA OF DETAIL DETAIL NUMBER SHEET NUMBER ROOM NAME DESIGNATION ROOM NUMBER DESIGNATION PLAN NOTE DESIGNATIONA1011SIMSIMILAR1A101SIMROOM000 1 101DIMENSION PLAN SYMBOLS LEGEND GENERAL DIMENSION NOTES
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MARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1
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H.O.AUTODOOR NUMBER DESIGNATIONWALL TYPE WALL TYPE SUFFIX A.ALL INTERIOR GYPSUM DRYWALL WALLS SHALL BE TYPE B3 UNLESS NOTED OTHERWISE.B.ALL GYPSUM DRYWALL COLUMN SURROUNDS SHALL BE TYPE A3 UNLESS NOTED OTHERWISE.C.ALL INTERIOR MASONRY WALLS SHALL BE TYPE M6 UNLESS NOTED OTHERWISE.D.ALL DIMENSIONS ARE TO FACE OF DRYWALL, FACE OF BLOCK OR CONCRETE, OR TO FACE OF EXISTING WALL FINISH.E.REFER TO SHEET A500.1 FOR TYPICAL LOCATION OF INTERIOR DOOR OPENINGS.NEW DOORNEW WALL DOOR WITH MAGNETIC HOLD OPEN DEVICESDOOR WITH AUTOMATIC DOOR OPERATORNEW DOORNEW WALLPUSH PLATE FOR AUTO DOOR OPERATOR CARD READER FOR ELECTRIC DOOR LATCH KEYPAD FOR ELECTRIC DOOR LATCH KEYED SWITCH TO DEACTIVATE DOOR OPERATOR PROXIMITY SENSOR TOUCHLESS ACTUATORXX.#CRPP TAPSKSKPXXNEW COLUMN LINE SECTION INDICATOR DETAIL INDICATOR AREA OF DETAIL DETAIL NUMBER SHEET NUMBER ROOM NAME DESIGNATION ROOM NUMBER DESIGNATION PLAN NOTE DESIGNATIONA1011SIMSIMILAR1A101SIMROOM000 1 101DIMENSION PLAN SYMBOLS LEGEND GENERAL DIMENSION NOTES
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FUTURE WALL CONSTRUCTION "FALSE" VERTICAL MULLION.CENTER ON WALL CONSTRUCTIONANODIZED ALUMINUM BLANK-OFF PANEL TO MATCH STOREFRONT FRAMING.PROVIDE 1/2" AIR CIRCULATION GAP AT TOP AND BOTTOM.1" X 1" X 1/8" ALUMINUM ANGLE, TYP.PRECAST CONCRETE PANELINSULATED VISION GLAZING STOREFRONT FRAMING, TYP.AREA AEXIST.AREA B9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVEDCLIENT NO.PROJECT NO.KEYPLAN PLAN NORTHINDIANA SPINE HOSPITAL
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08910004 21 SEPT 2015 A112B.1SECOND FLOOR DIMENSION PLAN AREA B 0891CONSTRUCTIONDOCUMENTSNOTES- DIMENSION PLAN- BP1 * REFER TO SHEET A011 FOR GENERAL NOTES AND LEGENDS ** NOT ALL NOTES APPEAR ON EACH SHEET *** REFER TO A001 FOR WALL TYPES 1 2" BUILDING EXPANSION JOINT 2 6" CMU WALL. REINFORCED WITH #4 REBAR AT 48" O.C.3 REMOVE PRECAST JOINT SEALANT AND REPLACE WITH FIRESTOPPING.
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1 1/2" = 1'-0"2 FALSE MULLION DETAILMARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1 1
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4"4"8"8"UNLESS NOTED OTHERWISE, ROOFING SHALL BE A BALLASTED EPDM ROOFING MEMBRANE SYSTEM WITH VAPOR BARRIER.ROOF INSULATION AT CRICKETS SHALL SLOPE 1/2" PER FOOT AS SHOWN.TAPERED ROOF INSULATION SHALL SLOPE 1/4" PER FOOT.ROOF INSULATION SHALL BE A MINIMUM 4" AT ROOF DRAINS UNLESS NOTED OTHERWISE.REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL PROJECT INFORMATION AND ROOF PENETRATION REQUIREMENTS.ALL PENETRATIONS OF STRUCTURAL STEEL & VENTS SHALL CONFORM WITH MANUFACTURERS RECOMMENDED DETAILS .ALL ROOF MEMBRANE TERMINATIONS AND FLASHING CONDITIONS SHALL CONFORM WITH MANUFACTURERS RECOMMENDATIONS.F GDCBEA ROOF DRAIN WITH OVERFLOW DRAIN ROOF SLOPE DIRECTION (HIGH TO LOW)ROOF CRICKET MINIMUM DEPTH INSULATION TAPERED ROOF INSULATIONREFER TO ROOF PLAN NOTESGENERAL ROOF PLAN NOTES LEGEND BALLASTED EPDM MEMBRANE ROOFING SYSTEM ON 1/2" GYPSUM ROOF BOARD ON 4" RIGID INSULA TION ON 1/2" GYPSUM THERMAL BARRIER ON SLOPED ROOF STRUCTURE.BALLASTED EDPM MEMBRANE ROOFING SYSTEM ON 1/2" GYPSUM ROOF BOARD ON MINIMUM 4" TAPERED RIGID INSULATION ON 1/2"GYPSUM THERMAL BARRIER ON METAL DECKING.CBAROOF TYPES BALLASTED EPDM MEMBRANE ROOFING SYSTEM ON 1/2" GYPSUM ROOF BOARD ON 1" RIGID INSULA TION ON 1/2" GYPSUM THERMAL BARRIER ON SLOPED ROOF STRUCTURE. (CANOPIES ONLY)AREA AEXIST.AREA B9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVEDCLIENT NO.PROJECT NO.KEYPLAN PLAN NORTHINDIANA SPINE HOSPITAL
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08910004 21 SEPT 2015 A141.1ROOF PLAN 0891CONSTRUCTIONDOCUMENTS
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NOTES- ROOF PLAN * REFER TO SHEET A011 FOR GENERAL NOTES AND LEGENDS ** NOT ALL NOTES APPEAR ON EACH SHEET 1 2" ROOF BELLOWS BUILDING EXPANSION JOINT 2 ROOF TRANSITION CURB 3 EIFS SCREEN WALL. REFER TO SECTION DETAIL ON SHEET A201.1 4 CONCRETE WALKWAY PAVER, TYPICAL.5 DIAGONAL BRACE - HSS 8 x 4 x 1/4 - T.O.S. = 136'-6" FIELD WELD TO PRECAST PANEL EMBED PLATES (BY PRECAST SUPPLIER).6 ROOF AREA INSIDE OF SCREEN WALL TO BE FULLY ADHERED EPDM ROOFING MEMBRANE WITH NO BALLAST.
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LEGEND PRECAST CONCRETE PANEL - FINISH 1 PRECAST CONCRETE PANEL - FINISH 2 INSULATED VISION GLAZING INSULATED SPANDREL GLAZING AREA AEXIST.AREA B9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVEDCLIENT NO.PROJECT NO.KEYPLAN PLAN NORTHINDIANA SPINE HOSPITAL
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08910004 21 SEPT 2015 A200.1EXTERIOR ELEVATIONS 0891CONSTRUCTIONDOCUMENTS
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NOTES- EXTERIOR ELEVATION * REFER TO SHEET A011 FOR GENERAL NOTES AND LEGENDS ** NOT ALL NOTES APPEAR ON EACH SHEET 1 10" INSULATED PRECAST PANEL, FINISH 1.2 10" INSULATED PRECAST PANEL, FINISH 2.3 ALUMINUM STOREFRONT SYSTEM.4 SLIDING AUTOMATIC ENTRY SYSTEM 5 INSULATED SPANDREL PANEL.6 2" X 1/2" REVEAL, TYP.7S I G N A G E .8 ALUMINUM COPING.9 2" BUILDING EXPANSION JOINT, SIMILAR TO EMSEAL COLORSEAL.10 PAINTED HOLLOW METAL DOORS AND FRAME.11 ALUMINUM STOREFRONT ENTRY DOOR.12 EIFS PANEL SCREENWALL, REFER TO SECTION DETAIL ON SHEET A201.1 13 ALUMINUM COMPOSITE PANELS 14 CUSTOM CERAMIC FRIT PATTERN ON VISION GLASS.15 ALTERNATE #1: PROVIDE LAMINATED VISION GLASS AT THESE WINDOWS ALONG ELEVATION IN LIEU OF STANDARD INSULATED VISION GLASS.16 EXISTING PRECAST PANEL 17 ROOFING MEMBRANE FLASHING LAPPED UP FACE OF WALL 18 ALUMINUM CURTAINWALL SYSTEM.19 LINE OF CANOPY. REFER TO A300 SHEETS FOR CANOPIES ELEVATIONS, SECTIONS AND DETAILS.20 12" x 18" LOUVER. REFER TO MECHANICAL DRAWINGS.21 NEW PRECAST INFILL PANEL TO MATCH EXISTING ADJACENT PANELS.22 RATED GLAZING AND FRAME.23 FALSE VERTICAL MULLION BEHIND. REFER TO DETAIL A112B.1/2. 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"4 EAST ELEVATION
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08910004 21 SEPT 2015 A310.1SECTION DETAILS 0891CONSTRUCTIONDOCUMENTS 3" = 1'-0"
4
TYPICAL PRECAST CONCRETE HORIZONTAL AND VERTICAL REVEAL DETAIL
1
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1 1/2" = 1'-0"
7
PRECAST PARAPET DETAIL
1
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-
0
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MARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1
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1
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1
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1
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AREA AEXIST.AREA B9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVEDCLIENT NO.PROJECT NO.KEYPLAN PLAN NORTHINDIANA SPINE HOSPITAL
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08910004 21 SEPT 2015 A400.1ENLARGED ELEVATOR PLANS AND SECTIONS 0891CONSTRUCTIONDOCUMENTS
1
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4
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=
1
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-
0
"
1
FIRST FLOOR ELEVATOR 1 ENLARGED PLAN
1
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4
"
=
1
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-
0
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2
SECOND FLOOR ELEVATOR 1 ENLARGED PLAN
1
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4
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=
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-
0
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4
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R
S
T
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C
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MARK DATE DESCRIPTION
UP
UP
DN
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2
7
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8
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4'
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7
3
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4
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4'
-
6
7
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8
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9
1
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2
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10
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10
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4
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4
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4
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7
7
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8
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1
4
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4
7
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8
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1
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A3
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A2
B3
B3 B3
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3
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5'
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3
1
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2
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4'
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3
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6
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4
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3
1
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2
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4'
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9
1
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2
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1'
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6
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9'
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2
5
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8
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4'
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6
7
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8
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7
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5
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4
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4'
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3
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5
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4
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7
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#
1
MARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1
1 1
1
A
VP T
T H
FS
∆T
T
CO
ELECTRICAL WIRING
PNEUMATIC
CONTRACTOR
ENVIRONMENTAL CONTROL
(NOTE: TCC & ECC ARE USED INTERCHANGEABLY)
TEMPERATURE CONTROL
CONTRACTOR
LOCAL AREA NETWORK
E OR
P OR
TCC
ECC
LAN
0-30 PSIG AIR GAUGE
EC ELECTRICAL CONTRACTOR STEAM FLOW MEASUREMENT ORIFICE
FACE & BY-PASS DAMPER
FAN INLET VORTEX DAMPER
VOLUME DAMPER (MANUAL)
TEMPERATURE SENSOR
VIBRATION SWITCH
(ELECTRONIC)
FLOW SENSOR
SENSOR (BINARY)
(ELECTRONIC)
PRESSURE SENSOR
RETURN AIR DAMPER
PNEUMATIC RELAY
OUTDOOR AIR DAMPER
BACK DRAFT DAMPER
EXHAUST AIR DAMPER
FAN DISCHARGE DAMPER
FAN INLET DAMPER
PLATE & MASS FLOW COMPUTER
FLOW METER
VORTEX SHEDDING
FLOW TRANSMITTER
VORTEX SHEDDING AIR
(PNEUMATIC)
TEMPERATURE TRANSMITTER
(PNEUMATIC)
PRESSURE TRANSMITTER
LOW LIMIT SAFETY
THERMOSTAT
ELECTRO-PNEUMATIC
TRANSDUCER
CURRENT TO
PNEUMATIC TRANSDUCER
MOTOR STARTER
AIR FLOW MEASURING STATION
ELECTRO-PNEUMATIC SWITCH
DIFFERENTIAL PRESSURE SWITCH
(HIGH LIMIT) (BINARY)
(LOW LIMIT) (BINARY)
DIFFERENTIAL PRESSURE SWITCH
START/STOP SWITCH
(DDC CONTROLLER)
(DDC CONTROLLER)
(DDC CONTROLLER)
ANALOG INPUT
(DDC CONTROLLER)
ANALOG OUTPUT
20 PSIG MAIN AIR
THERMOSTAT (SPACE)
NIGHT CYCLE
THERMOSTAT (SPACE)
SWITCH (PNEUMATIC)
HOLDING COIL
HUMIDISTAT (SPACE)
TEMPERATURE CONTROLLER
MOTOR CONTROL CENTER
FLOW CONTROLLER
PRESSURE CONTROLLER
(PNEUMATIC)
CONTROLLER
VARIABLE SPEED MOTOR
(PNEUMATIC)
PRESSURE-ELECTRIC SWITCH
MANUAL SWITCH (ELECTRIC)
HAND-OFF-AUTO SWITCH
(ELECTRONIC)
VELOCITY PRESSURE SENSOR
METER SENSOR
MAGNETIC INDUCTIVE FLOW
OPERATOR'S WORK
HUMIDITY HIGH LIMIT
(ELECTRIC) TERMINAL BOX ACTUATOR
SMOKE DETECTOR
ALARM
STATION
MODEM
(PNEUMATIC)
HUMIDITY CONTROLLER
HUMIDITY SENSOR
(PNEUMATIC)
OUTDOOR AIR VOLUME PROBE,
TRANSDUCER AND MONITOR
PRESSURE GAUGE
CO 2 SENSOR
(HL)
120/60/1
BY EC
DIFFERENTIAL PRESSURE
SENSOR (ANALOG)
CURRENT SENSOR
TURBINE METER
CURRENT TO
PNEUMATIC TRANSDUCER
DAMPER END SWITCH (BINARY)
BINARY INPUT
(DDC CONTROLLER)
BINARY OUTPUT
(DDC CONTROLLER)
(DDC CONTROLLER)
(DDC CONTROLLER)
ANALOG OUTPUT
AIR FLOW SWITCH
(ELECTRONIC)
HUMIDITY SENSOR
(PNEUMATIC)
HUMIDITY TRANSMITTER
CONTROL SYMBOLS
CD
BFW
SV
GR
GS
CPD
HPR
MPS
MPR
HPS
LPR
LPS
CWR
CR
CS
PHWR
CWS
HWS
PHWS
HWR
DIRECTION OF PIPE SLOPE (DOWN)
BOILER FEED WATER
CONDENSATE & EQUIPMENT DRAIN
GLYCOL RETURN
GLYCOL SUPPLY
CONDENSATE PUMP DISCHARGE
STEAM VENT
HIGH PRESSURE CONDENSATE RETURN
HIGH PRESSURE STEAM
MEDIUM PRESSURE CONDENSATE RETURN
MEDIUM PRESSURE STEAM
LOW PRESSURE CONDENSATE RETURN
LOW PRESSURE STEAM
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
CHILLED WATER RETURN
CHILLED WATER SUPPLY
PERIMETER HEATING WATER RETURN
PERIMETER HEATING WATER SUPPLY
HEATING WATER RETURN
HEATING WATER SUPPLY
HVAC PIPING SYMBOLS
TC TRAPPED CONDENSATE IN TUNNEL (SYSTEM PRESSURE)
HVAC SYMBOLS
EXHAUST DIFFUSER
SUPPLY DIFFUSER OR SUPPLY GRILLE
(NO AIRFLOW IN SHADED REGION)
RETURN DIFFUSER
MANUAL VOLUME DAMPER
FD FIRE DAMPER WITH ACCESS DOOR
SD SMOKE DAMPER WITH ACCESS DOOR
F/SD FIRE/SMOKE DAMPER WITH ACCESS DOOR
AUTOMATIC MOTOR OPERATED DAMPER MD
BACK DRAFT DAMPER BDD
AIR FLOW MEASURING STATION
DUCT TURNED UP (SOLID LINES)
DUCT TURNED DOWN (DASHED LINES)
RETURN BRANCH DUCT TO
RETURN GRILLE/DIFFUSER
SUPPLY BRANCH DUCT TO
SUPPLY GRILLE/DIFFUSER
EXHAUST BRANCH DUCT TO
EXHAUST GRILLE/DIFFUSER
SIDEWALL SUPPLY, RETURN OR EXHAUST GRILLE
SUPPLY, RETURN, OR EXHAUST SLOT DIFFUSER
STAINLESS WELDED DUCTWORK PER SPECIFICATION
BOOT TAP OR 45 DEGREE ENTRY FITTING
R (RISE), D (DROP) ARROW IN DIRECTION OF AIR FLOW
ACCESS DOOR
90 DEGREE ELBOW WITH TURNING VANES
STANDARD RADIUS ELBOW WITH CENTER RADIUS
EQUAL TO 1-1/2 TIMES WIDTH OF DUCT
INTERNALLY INSULATED DUCTWORK
FLAT OVAL SPIRAL DUCT (WIDTH X HEIGHT)
ROUND SPIRAL DUCT
RECTANGULAR DUCT (WIDTH X HEIGHT)
SPIN-IN FITTING WITH MANUAL VOLUME DAMPER AND
FLEXIBLE DUCT CONNECTION
CONICAL FITTING
SQUARE TO ROUND TRANSITION
TYPICAL TERMINAL BOX WITH REHEAT COIL, TWO
WAY CONTROL VALVE, BOX DESIGNATION
TYPICAL TERMINAL BOX WITH REHEAT COIL, THREE
WAY CONTROL VALVE, BOX DESIGNATION
90 DEGREE TEE (ROUND OR FLAT OVAL ONLY)
INSULATED METAL PANEL
AFMS
R or D
20"X12" Ø
18" Ø
20"X12"
20"X12"
WITH FLEX
DUCT
SECTION
PLAN VIEW
WITH FLEX
DUCT
SECTION
PLAN VIEW
WITH FLEX
DUCT
SECTION
PLAN VIEW
VALVE AND FITTING SYMBOLS
CALIBRATED BALANCE VALVE
PIPING FLEXIBLE CONNECTION
PIPE TURNED UP (UNLESS NOTED OTHERWISE)
PIPE TURNED DOWN
PIPE OUT TOP
PIPE OUT BOTTOM
THREADED NIPPLE W/CAP
PIPE WITH BLIND FLANGE
CONCENTRIC REDUCER
ECCENTRIC REDUCER
CHECK VALVE
UNION
GATE VALVE
BALL VALVE
GLOBE VALVE
BUTTERFLY VALVE
TEMPERATURE CONTROL - 2 WAY MODULATING VALVE
TEMPERATURE CONTROL - 2 WAY 2 POSITION ISOLATION VALVE
TEMPERATURE CONTROL - 3 WAY MODULATING VALVE
TEMPERATURE CONTROL - 3 WAY 2 POSITION ISOLATION VALVE
SAFETY RELIEF VALVE
STRAINER
FLOW METER
FLOOR DRAIN
AUTOMATIC FLOW CONTROL VALVE
FLOW MEASURING DEVICE
MANUAL AIR RELIEF VENT
AUTOMATIC AIR RELIEF VENT
LUBRICATED PLUG VALVE
STEAM PRESSURE REDUCING VALVE
ANGLE VALVE
REFRIGERANT HOT GAS BY-PASS VALVE
SHUT-OFF COCK (HYDRONICS)
SOLENOID VALVE
REFRIGERANT EXPANSION VALVE
WATER PRESSURE REDUCING/REGULATING VALVE
STEAM TRAP
DIELECTRIC UNION BETWEEN STEEL AND COPPER
STRAINER (STEAM)
PRESSURE AND TEMPERATURE PLUG
REFRIGERANT SIGHT GLASS
THERMOMETER
(P=PRESS V=VAC T=TEMP) GAUGE
SENSOR (T-TEMP H-HUMIDITY)
FLOW SWITCH
CLEAN OUT
INDICATED EXPANSION LOOP (COLD SPRUNG)
ANCHOR
GUIDE
REFRIGERANT SHUT-OFF VALVE
EXPANSION JOINT
DIFFERENTIAL SWITCH
NC
DETAIL VIEW PLAN VIEWS
AD
AD
BWCF BOILER WATER CHEMICAL FEED
CWCF CONDENSER WATER CHEMICAL FEED
ECWS EQUIPMENT COOLING WATER SUPPLY
ECWR EQUIPMENT COOLING WATER RETURN
HRS HEAT RECOVERY SUPPLY
HRR HEAT RECOVERY RETURN
RHG REFRIGERANT HOT GAS
RL REFRIGERANT LIQUID
RS REFRIGERANT SUCTION
NOTE: ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED ON THIS PROJECT
TYPICAL CHILLED BEAM (24"X48")
DUCT DETECTOR
OVERRIDE TIMER
CBCWR
CBCWS
CHILLED BEAM CHILLED WATER RETURN
CHILLED BEAM CHILLED WATER SUPPLY
CBHWR
CBHWS
CHILLED BEAM HEATING WATER RETURN
CHILLED BEAM HEATING WATER SUPPLY
TB-X
TB-X
N0
NC
N0
CS
DD
I/S
ES
∆AP
∆P
∆P
(LL) ∆P
EP
EPT
EAD
FBD
FDD
FID
VXD
FC
FS
HOA
HTC
HTE
H
BDD
AL
AFS
TTT
CO2
MCC
STR
OWS
OAD
VPS
PR
PE
PC
P
PT
RAD
SD
S/S
TC
TC
T
TT
M
TM
120/60/1
BY EC
OM
MDM
S
120/60/1
BY EC
MS
TLL
HH
VXT
VP
VSC
VD
VS
120/60/1
BY EC
VSM
20
HC
H
S
T
TN
BO-X
BI-X
AO-X
AI-X LINE SYMBOLS
LIGHT DOT LINES INDICATE FUTURE WORK
LIGHT/SCREENED SOLID OR DASHED LINES INDICATE EXISTING TO REMAIN
HEAVY CONTINUOUS LINES INDICATE NEW WORK
HEAVY DASHED LINES INDICATE EXISTING TO BE REMOVED
FOV
PW
FO
LV
LA
NG
FP
CA
TW
SCW
GV GAS VENT
PURE WATER
FUEL OIL VENT
FUEL OIL
LABORATORY VACUUM
LABORATORY AIR
COMPRESSED AIR
FIRE PROTECTION
GAS, NATURAL
TEMPERED WATER
SOFT COLD WATER
SPECIAL VENT
STORM SEWER
SPECIAL WASTE
140 DEGREE DOMESTIC HOT WATER SUPPLY
140 DEGREE DOMESTIC HOT WATER CIRCULATION
DOMESTIC HOT WATER CIRCULATION
DOMESTIC HOT WATER
DOMESTIC COLD WATER
EQA EQUIPMENT AIR
EQV EQUIPMENT VACUUM
SV
ST
SW
PLUMBING PIPING SYMBOLS
MEDICAL GAS PIPING SYMBOLS
CO2
N
WAGD
MV
NO2
O
MA
V V
AI
IA
AIR INTAKE (MEDICAL , EQUIPMENT, OR INSTRUMENT)
VACUUM VENT (MEDICAL OR EQUIPMENT)
INSTRUMENT AIR
CARBON DIOXIDE
WASTE ANESTHESIA GAS DISPOSAL
NITROGEN
MEDICAL VACUUM
NITROUS OXIDE
OXYGEN
MEDICAL AIR
NT
CONNECTION OF NEW WORK TO EXISTING
DETAIL WITH TOP LETTER INDICATING DETAIL DESIGNATION
AND BOTTOM NUMBER INDICATING DRAWING THAT DETAIL
IS REFERENCED ON OR DRAWING THAT DETAIL IS DRAWN ON
SECTION WITH TOP NUMBER INDICATING
SECTION DESIGNATION AND BOTTOM NUMBER
INDICATING DRAWING THAT SECTION IS CUT ON
OR DRAWING THAT SECTION IS DRAWN ON
A. GENERAL NOTE
1
FLOOR PLAN SYMBOLS
PLAN NOTE
THERMOSTAT - "N" INDICATING NIGHT SETBACK THERMOSTAT
H HUMIDISTAT
A101
1
TYP
1
A101
TYP
1. PLAN NOTE LIST
DCW
DHW
DHWR
140 DHW
140 DHWR
VENT V
SANITARY SOIL, WASTE SEWER S
ISOLATION VALVE (PLUMBING SCHEMATIC)
PM PRESSURE MONITOR (FLOOR PLAN)
Co2 Co2 MONITOR (FLOOR PLAN)
SANITARY SOIL, WASTE SEWER - CAST IRON S(CI)
ABBREV.
A/E
AC OR ACU
ACCU
AD
ADJ
AFCV
AFF
AFMS
AHU
APD
APPROX
AR
ARCH
AS
ATM
AV
AVMS
AW
B
BCU
BDD
BHP
BI
BLDG
BOT
BP
BST
BTU
BTUH
CA
CAP
CAV
CC
CCP
CDS
CENTRIF
CFM
CFOI
CH
CI
CO
CO2
COL
COM
COMP
CONC
CONN
CONST
CONT
CP
CPD
CUH
CW
CWM
CWP
CWR
CWS
D
DB
DC
DCV
DCWBP
DD
DDC
DE
DEFL
DEG
DEPT
DHWBP
DI
DIA
DISC
DISCH
DS
DSWBP
DUC
DWG
DW
DWBP
DWH
EA
EAT
EBH
EC
ECC
ECG
ED
EDC
EER
EF
EFT
EG
ELEC
ELEV
EMER
EMG
ENCL
ENTR
EOM
EQA
EQAC
EQAI
EQUIP
EQV
EQVP
EQV V
ERP
ES
ESP
ET
EUH
EW
EWC
EWT
EXH
EXIST
EXT
F
F&B
F&T
F/A
F/SD
FC
FCU
FD
FH
ABBREV.
FHC
FIN
FLA
FLR
FODT
FOP
FOR
FOS
FOST
FOV
FP
FPB
FPC
FPM
FPS
FPST
FS
FT
FTG
FTR
G
GA
GAL
GALV
GC
GH
GPH
GPM
GV
H
HC
HCP
HD
HE
HGT
HO
HOA
HORZ
HOSP
HP
HPR
HPS
HR
HRC
HTR
HVAC
HW
HWC
HWCP
HWP
HWR
HWS
HX
HZ
IA
IAC
IAD
ID
IFB
IHOM
IN
INCL
INSUL
INT
INV
I.P.S.
ISOL
JT
KAIC
KEC
KW
L
LAC
LAD
LAN
LAT
LAV
LBD
LBS
LD
LF
LFD
LFT
LOC
LPR
LPS
LVG
LVP
LWT
MA
MAC
MAD
MAI
MAT
MAX
MB
MBH
MC
MCA
MCC
MD
MECH
MFR
MH
MIN
MISC
MOCP
MPSR
MPS
MTD
MV
MVP
N
NA
NC
NIC
NM
NO
NOM
NTS
O
OA
OAT
ABBREV.
OC
OD
OFCI
OFOI
OM
OPER
OPNG
OSD
P
PC
PD
PE
PF
PG
PHC
PIV
PLT
POC
PPH
PPM
PRD
PREFAB
PRES
PRV
PSI
PSIG
PVC
RA
RAD
RAT
R/H
RD
REC
RECIR
REF
RF
RG
RH
RHC
RLA
RM
ROM
ROP
ROST
RP
RPG
RPM
RPZ
REQ'D
RV
S
SA
SB
SC
SCC
SCCH
SCFM
SCH
SCW
SD
SEC
SENS
SEP
SF
SG
SHT
SHW
SK
SMBH
SMC
SP
SPEC
SQ
SQFT
SRV
ST
STD
STM
STR
STRUCT
SV
SW
SYS
SZ
T
TB
TCC
TDH
TDV
TEMP
THW
TLL
TMV
TMBH
TSP
TYP
UH
UNO
UR
UVL
V
VAC
VAV
VB
VD
VEL
VSC
VTR
V V
W
WAGD
WB
W/
W/O
WC
WCO
WFMD
WG
WGT
WH
WM
WP
WPD
WS
#
DESCRIPTION
ARCHITECT AND ENGINEER
AIR CONDITIONING UNIT OR AIR COMPRESSOR
AIR COOLED CONDENSING UNIT
ACCESS DOOR
ADJUSTABLE OR ADJACENT
AIRFLOW CONTROL VALVE
ABOVE FINISHED FLOOR
AIR FLOW MEASURING STATION
AIR HANDLING UNIT
AIR PRESSURE DROP
APPROXIMATE
AIR RECEIVER
ARCHITECT
AIR SEPARATOR
ATMOSPHERE
ACID VENT
AIR VOLUME MEASURING STATION
ACID WASTE
BOILER
BLOWER COIL UNIT
BACKDRAFT DAMPER
BRAKE HORSEPOWER
BACKWARD INCLINED
BUILDING
BOTTOM
BRINE PUMP
BULK SALT STORAGE
BRITISH THERMAL UNIT
BTU PER HOUR
COMPRESSED AIR
CAPACITY
CONSTANT AIR VOLUME
COOLING COIL
COOLING COIL PUMP
CONDENSATE PUMP DISCHARGE
CENTRIFUGAL
CUBIC FEET PER MINUTE
CONTRACTOR FURNISHED/OWNER INSTALLED
CHILLER
CAST IRON
CLEAN OUT
CARBON DIOXIDE
COLUMN
CARBON DIOXIDE MANIFOLD
COMPRESSOR
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONDENSATE PUMP
CONDENSATE PUMP DISCHARGE
CABINET UNIT HEATER
COLD WATER
COLD WATER MAKE-UP
CHILLED WATER PUMP
CHILLED WATER RETURN
CHILLED WATER SUPPLY
DIFFUSER OR DAMPER
DECIBELS OR DRY BULB
DUCT COIL
DOUBLE CHECK VALVE
DOMESTIC COLD WATER BOOSTER PUMP
DUAL DUCT
DIRECT DIGITAL CONTROL
DEAERATOR
DEFLECTION
DEGREE
DEPARTMENT
DOMESTIC HOT WATER BOOSTER PUMP
DEIONIZED WATER
DIAMETER
DISCONNECT
DISCHARGE
DOWNSPOUT
DOMESTIC SOFT WATER BOOSTER PUMP
DOOR UNDER CUT
DRAWING
DISTILLED WATER
DOMESTIC WATER BOOSTER PUMP
DOMESTIC WATER HEATER
EXHAUST AIR
ENTERING AIR TEMPERATURE
ELECTRIC BASEBOARD HEATER
ELECTRICAL CONTRACTOR
ENVIRONMENTAL CONTROL CONTRACTOR
EGG CRATE GRILLE
EXHAUST DIFFUSER
ELECTRIC DUCT COIL
ENERGY EFFICIENCY RATIO
EXHAUST AIR FAN
ENTERING FLUID TEMPERATURE
EXHAUST GRILLE OR ETHYLENE GLYCOL
ELECTRIC
ELEVATION
EMERGENCY
EXTRUDED METAL GRILLE
ENCLOSURE
ENTERING
END OF MAIN DRIP
EQUIPMENT AIR
EQUIPMENT AIR COMPRESSOR
EQUIPMENT AIR INTAKE
EQUIPMENT
EQUIPMENT VACUUM
EQUIPMENT VACUUM PUMP
EQUIPMENT VACUUM VENT
ELECTRIC RADIANT PANEL
EMERGENCY SHOWER
EXTERNAL STATIC PRESSURE OR ELEVATOR SUMP PUMP
EXPANSION TANK
ELECTRIC UNIT HEATER
EMERGENCY EYEWASH
ELECTRIC WATER COOLER
ENTERING WATER TEMPERATURE
EXHAUST
EXISTING
EXTERIOR
DEGREES FAHRENHEIT
FACE & BYPASS
FLOAT AND THERMOSTATIC TRAP
FIRE ALARM
FIRE AND SMOKE DAMPER
FLEXIBLE CONNECTION
FAN COIL UNIT
FLOOR DRAIN OR FIRE DAMPER
FIRE HOSE OR FUME HOOD
DESCRIPTION
FIRE HOSE CABINET
FINISH
FULL LOAD AMPS
FLOOR
FUEL OIL DAY TANK
FUEL OIL PUMP
FUEL OIL RETURN
FUEL OIL SUPPLY
FUEL OIL STORAGE TANK
FUEL OIL VENT
FIRE PROTECTION
FAN POWERED BOX
FIRE PROTECTION CONTRACTOR
FEET PER MINUTE
FEET PER SECOND
FIRE PROTECTION STORAGE TANK
FLOW SWITCH
FEET OR FLASH TANK
FOOTING OR FITTING
FIN TUBE RADIATION
GAS, NATURAL
GAUGE
GALLON
GALVANIZED
GENERAL CONTRACTOR
GRAVITY HOOD
GALLONS PER HOUR
GALLONS PER MINUTE
GAS NATURAL VENT
HUMIDIFIER, HUMIDITY OR HEIGHT
HEATING COIL
HEATING COIL PUMP (HOT WATER)
HEAD
HEAT EXCHANGER
HEIGHT
HUB OUTLET
HAND-OFF-AUTOMATIC
HORIZONTAL
HOSPITAL
HORSEPOWER OR HEATPUMP
HIGH PRESSURE CONDENSATE RETURN
HIGH PRESSURE STEAM
HOUR
HEAT RECOVERY COIL
HEATER
HEATING, VENTILATION AND AIR CONDITIONING
DOMESTIC HOT WATER
DOMESTIC HOT WATER RECIRC
HOT WATER CIRCULATING PUMP
HEATING HOT WATER PUMP
HEATING HOT WATER RETURN
HEATING HOT WATER SUPPLY
HEAT EXCHANGER
HERTZ
INSTRUMENT AIR
INSTRUMENT AIR COMPRESSOR
INSTRUMENT AIR DRYER, EQAD
INSIDE DIAMETER OR DIMENSION
INTEGRAL FACE AND BYPASS
IN-HOUSE OXYGEN MANIFOLD
INCHES
INCLUDE
INSULATED
INTERIOR
INVERT
INTERNATIONAL PIPE SIZING
ISOLATION
JOINT
SHORT CIRCUIT RATING
KITCHEN EQUIPMENT CONTRACTOR
KILOWATTS
LENGTH
LAB AIR COMPRESSOR
LAB AIR DRYER
LOCAL AREA NETWORK
LEAVING AIR TEMPERATURE
LAVATORY
LINEAR BAR DIFFUSER
POUNDS
LINEAR DIFFUSER
LINEAR FOOT
LAMINAR FLOW DIFFUSER
LEAVING FLUID TEMPERATURE
LOCATION
LOW PRESSURE CONDENSATE RETURN
LOW PRESSURE STEAM
LEAVING
LAB VACUUM PUMP
LEAVING WATER TEMPERATURE
MEDICAL AIR
MEDICAL AIR COMPRESSOR
MEDICAL AIR DRYER
MEDICAL AIR INTAKE
MIXED AIR TEMPERATURE
MAXIMUM
MOP BASIN
BTU/HR X 1000
MECHANICAL CONTRACTOR
MINIMUM CIRCUIT AMPACITY
MOTOR CONTROL CENTER
MOTORIZED DAMPER
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MISCELLANEOUS
MAXIMUM OVERCURRENT PROTECTION
MEDIUM PRESSURE CONDENSATE RETURN
MEDIUM PRESSURE STEAM
MOUNTED
MEDICAL VACUUM
MEDICAL VACUUM PUMP
NORTH OR NITROGEN
NOT APPLICABLE
NORMALLY CLOSED OR NOISE CRITERIA
NOT IN CONTRACT
NITROGEN MANIFOLD
NORMALLY OPEN, NITROUS OXIDE, OR NUMBER
NOMINAL OR NITROUS OXIDE MANIFOLD
NOT TO SCALE
OXYGEN
OUTSIDE AIR
OUTSIDE AIR TEMPERATURE
DESCRIPTION
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED/CONTRACTOR INSTALLED
OWNER FURNISHED/OWNER INSTALLED
OXYGEN MANIFOLD
OPERATOR
OPENING
OPEN SITE DRAIN
PUMP, PNEUMATIC OR PRESSURE
PLUMBING CONTRACTOR
PRESSURE DROP OR PERFORATED DIFFUSER
PNEUMATIC ELECTRIC
PREFILTERS
PROPYLENE GLYCOL
PREHEAT COIL
POST INDICATOR VALVE
PLASTER TRAP
POINT OF CONNECTION
POUNDS PER HOUR
PARTS PER MILLION
PRESSURE RELIEF DOOR
PREFABRICATED
PRESSURE
PRESSURE REDUCING VALVE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH GAUGE
POLYVINYL CHLORIDE
RETURN AIR OR RELIEF AIR
RADIATED
RETURN AIR TEMPERATURE
REHEAT
ROOF DRAIN
RECEIVER
RECIRCULATING
REFRIGERATOR
RETURN AIR FAN
RETURN GRILLE
RELIEF HOOD OR RELATIVE HUMIDITY
REHEAT COIL
RUNNING LOAD AMPS
ROOM
REVERSE OSMOSIS VENT
REVERSE OSMOSIS PUMP
REVERSE OSMOSIS STORAGE TANK
RADIANT PANELS
RETURN PERFORATED GRILLE
REVOLUTIONS PER MINUTE
REDUCED PRESSURE BACKFLOW
REQUIRED
ROOF VENTILATOR
SANITARY OR SEWER
SUPPLY AIR OR SOUND ATTENUATOR
STEAM BOILER
STEAM COIL
STEAM CONDENSATE COOLER
SUBCOOLED CHILLER
STANDARD CUBIC FEET PER MINUTE
SCHEDULE
SOFT COLD WATER (DOMESTIC)
SUPPLY DIFFUSER OR SMOKE DAMPER
SECTION
SENSIBLE
SEWAGE EJECTOR PUMP
SUPPLY AIR FAN
SUPPLY GRILLE
SHEET
SOFT HOT WATER
SINK
SENSIBLE MBH
SHEET METAL CONTRACTOR
STATIC PRESSURE OR STORM PUMP
SPECIFICATIONS
SQUARE
SQUARE FEET
SAFETY RELIEF VALVE
STEAM TRAP
STANDARD
STORM
STARTER
STRUCTURAL
STEAM VENT
SWITCH
SYSTEM
SPRINKLER ZONE
THERMOSTAT
TERMINAL BOX
TEMPERATURE CONTROL CONTRACTOR
TOTAL DISCHARGE HEAD
TRIPLE DUTY VALVE
TEMPERATURE
TEMPERED HOT WATER
TEMPERATURE LOW LIMIT
THERMOSTAT MIXING VALVE
TOTAL MBH
TOTAL STATIC PRESSURE
TYPICAL
UNIT HEATER
UNLESS NOTED OTHERWISE
URINAL
ULTRA VIOLET LIGHT
VENT
VACUUM
VARIABLE AIR VOLUME
VACUUM BREAKER
VOLUME DAMPER (MANUAL)
VELOCITY
VARIABLE SPEED CONTROLLER
VENT THROUGH ROOF
VACUUM VENT
WASTE, WATTS OR WIDTH
WASTE ANESTHESIA GAS DISPOSAL PUMP
WET BULB
WITH
WITHOUT
WATER CLOSET OR WATER COLUMN
WALL CLEAN OUT
WATER FLOW MEASURING DEVICE
WATER GAUGE
WEIGHT
WALL HYDRANT
WATER METER
WEATHERPROOF
WATER PRESSURE DROP
WATER SOFTENER
POUND
ACD AIR CONDITIONING CONDENSATE DRAIN
MECHANICAL AND PLUMBING ABBREVIATIONS
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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A
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08910004
21 SEPT 2015
GAM
AAW
MAP HP1.1
HVAC & PLBG. SYMBOLS,
ABBREVIATIONS &
GENERAL NOTES
0891
CONSTRUCTION
DOCUMENTS
MARK DATE DESCRIPTION
A
3
2
1
2
3
1
B
B
3
4
2
1
3
A
1SEISMIC HAZARD LEVEL C
ISOLATOR TYPES:
1. PAD, RUBBER
FAN ISOLATION AND RESTRAINT BY AHU MANUFACTURER IN ACCORDANCE WITH SPECIFICATION SECTION.
LONGITUDINAL ANGLE
1-1/2" MIN.
FLAT WASHER
VERTICAL, DIAGONAL, OR
REFER TO EQUIPMENT SPECIFICATION SECTIONS WHERE BASE IS PROVIDED BY EQUIPMENT MANUFACTURER AND NO ADDITIONAL BASE IS
SEISMICALLY RESTRAINED EQUIPMENT SHALL BE LOCATED ON CONCRETE EQUIPMENT PADS (UNLESS NOTED OTHERWISE. SEE DETAIL)
AND ANCHORED WITH SUFFICIENT SIZE AND NUMBER ANCHORS TO MEET CALCULATED FORCES DERIVED FROM SPECIFICATION SECTIONS.
MANUFACTURER SHALL SELECT SEISMIC RESTRAINT EITHER INTEGRAL WITH VIBRATION ISOLATION OR WITH SEPARATE HARDWARE
PER SPECIFICATION SECTIONS UNLESS A SPECIFIC TYPE IS IDENTIFIED ON THIS SCHEDULE.
ELEVATION FROM GRADE SHALL BE CONSIDERED NOT LESS THAN ZERO FOR SEISMIC CALCULATIONS PER APPLICABLE BUILDING CODES.
ASME PRESSURE VESSEL SHALL BE MOUNTED IN A SADDLE ATTACHED TO A STRUCTURAL FRAME AND RESTRAINED WITH U-BOLTS.
FRAME SHALL BE DESIGNED TO MEET CALCULATED FORCES DERIVED FROM SPECIFICATION SECTION AND ANCHORED TO STRUCTURE.
REFER TO SPECIFICATION SECTION FOR DEFINITION OF TYPES OF BASES, ISOLATORS, AND RESTRAINTS.
5. THRUST RESTRAINT
3. SPRING FLOOR ISOLATOR OR HANGER
4. RESTRAINED SPRING ISOLATOR
2. RUBBER FLOOR ISOLATOR OR HANGER
AT CENTER OF RIBS
EXPANSION ANCHORS
2'
-
8
"
M
A
X
.
T
O
S
T
R
U
C
T
U
R
A
L
PROVIDE 3-1/2" HEIGHT OF CURB UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
3/4" CHAMFER EDGES
STRUCTURAL FLOOR SLAB
NOTE: O.C.E.W. = ON CENTER EACH WAY.
OTHERWISE ON THE DRAWINGS. FINISH CURB SAME AS FLOOR FINISH.
STRUCTURAL FLOOR. BONDING AGENT SHALL BE SBR LATEX AS MANUFACTURED BY THE
CURB WIDTH TO BE A MINIMUM OF 2" LARGER THAN SIZE OF EQUIPMENT (1" MINIMUM EACH
SIDE OF EQUIPMENT TO EDGE OF CURB). PROVIDE A 4" WIDTH MINIMUM UNLESS INDICATED
EUCLID CHEMICAL COMPANY OR EQUAL. PREPARE SURFACES, MIX, APPLY BONDING COAT AND
CURE PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
PROVIDE BONDING AGENT TO 100% OF THE CONTACT AREA BETWEEN THE CONCRETE CURB AND
NOTES:
CONCRETE CURB
101 TO 200
201 TO 400
2-#4 CONTINUOUS WITH 90 DEGREE BEND AT CORNERS
EQ.
EQ.
25,000
50,000
WHEN A COMBINATION OF DUCTS IS USED IN LIEU OF ONE DUCT, AT LEAST 2 SIDES OF EACH DUCT
MUST BE CONNECTED TO VERTICAL OR HORIZONTAL ANGLES AND THE COMBINED WEIGHT SHALL NOT
SEE SEISMIC RESTRAINT MANUAL FOR VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACES, BOLT
EXCEED THAT GIVEN IN THE TABLE (ADD HORIZONTAL ANGLES IF REQUIRED).
SIZE, CONNECTION TO SUPPORTING STRUCTURAL MEMBER, AND SPACING OF BRACING.
NOTES:
2.
1.
BRACE ANGLE
LARGER THAN OUTSIDE
ADD PIPE SLEEVE THAT HAS
AN INSIDE DIAMETER 1/4"±
EQUAL
SU
P
P
O
R
T
I
N
G
M
E
M
B
E
R
1"
TY
P
.
(
4
)
S
I
D
E
S
1"
BRACE
HORIZONTAL
C OF ANGLES
C OF BOLTS= L
L
DUCT SIZE
VERTICAL HANGERS
HORIZONTAL BRACE
1/2" CLEAR MAX.
PER SEISMIC RESTRAINT MANUAL.
SELF-TAPPING SHEET METAL SCREWS
BRACE
1
2 MAX
1
1 MIN
2 MAX
1 MIN
TRANSVERSE
STRUCTURAL MEMBER
CONNECTION TO SUPPORTING
ONE EACH SIDE OF
LONGITUDINAL BRACE
DUCT
SIZES, CONNECTION TO SUPPORTING STRUCTURE, AND SPACING OF BRACES.
1. SEE SEISMIC RESTRAINT MANUAL FOR VERTICAL HANGERS, DIAGONAL BRACES, BOLT
NOTES:
TRANSVERSE BRACE
CONNECTION TYPE A THRU D
PIPE HANGER ROD CLIP
1 MIN
2 MAX
1
DIAMETER OF BOLT
PIPE HANGER
ROD PER TABLE
LENGTH PER TABLES IN
GREATER THAN MAXIMUM
SCHEDULE WHEN "L" IS
ADD VERTICAL HANGER FROM
SEISMIC RESTRAINT MANUAL.
OR HARDCORK)
CONCRETE (LT. WT.
DU
C
T
S
I
Z
E
1"
EQUAL
MACHINE BOLT AT
END OF THE ANGLE LUG P
TYPE A THRU H
HANGER ANGLE
LUG P
STEEL BEAM
MACHINE BOLT AT
END OF THE BRACE
L
MACHINE BOLT
SEE SCHEDULE
TYPE C, D, & E
G G
C. CONCRETE INERTIA BASE
D. CURB-MOUNTED BASE
BASE TYPES:
REQUIRED TO BE PROVIDED.
N/A: NOT APPLICABLE. N/R: NOT REQUIRED.
A. NO ADDITIONAL BASE REQUIRED, ISOLATORS ATTACHED DIRECTLY TO EQUIPMENT
B. STRUCTURAL STEEL RAILS OR BASE
4.
6.
8.
7.
5.
1.
3.
2.
"L
"
(
6
'
-
0
"
M
A
X
.
)
TO
S
U
P
P
O
R
T
I
N
G
S
T
R
U
C
T
U
R
E
GENERAL NOTES: ANCHORS FROM MANUFACTURER'S WRITTEN LITERATURE.
MINIMUM OF 6" FROM EDGE OF PAD. VERIFY EDGE DISTANCE REQUIREMENTS FOR ACTUAL
(4" MINIMUM EACH SIDE OF EQUIPMENT TO EDGE OF PAD) WITH EQUIPMENT ANCHORS A
PAD SIZE TO BE A MINIMUM OF 8" LARGER THAN SIZE OF EQUIPMENT EACH DIRECTION
PROVIDE 3-1/2" HEIGHT OF EQUIPMENT PAD UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
OF SEISMIC HAZARD LEVEL FOR EACH FLOOR OF THE BUILDING.
SEE SPECIFICATIONS SECTION 15071, 210548, 220548, 230548, OR 260548 FOR DEFINITION
EQUIPMENT PAD
3/4" CHAMFER EDGES
STRUCTURAL FLOOR
REINFORCING
6 X 6 W2.9XW2.9
#3 ALONG PERIMETER
#3 ALONG PERIMETER
AREA (FT ) 2
UP TO 40
41 TO 100
NOTES:
CONCRETE
MAX. LOAD (LB.)
8,000
15,000
REINFORCING (SEE TABLES)
EQ.
EQ.
CABLE BRACING. SEE DETAILS
IN SEISMIC RESTRAINT MANUAL.
1/4" MIN.
ROD AND VERTICAL HANGER
SIZES, CONNECTION TO SUPPORTING STRUCTURE, AND SPACING OF BRACES.
1. SEE SEISMIC RESTRAINT MANUAL FOR VERTICAL HANGERS, DIAGONAL BRACES, BOLT
STRUCTURAL MEMBER
CONNECTION TO SUPPORTING
NOTES:
EXPANSION ANCHORS SHOWN
HERE FOR EXAMPLE
LP
IS GREATER THAN MAXIMUM LENGTH PER TABLES
ADD VERTICAL HANGER FROM SCHEDULE WHEN "L"
IN SEISMIC RESTRAINT MANUAL.
LONGITUDINAL CABLE BRACE
WASHER TO COVER WELD
HEAVY PIPE CLAMP
ST
R
U
C
T
U
R
E
"L
"
(
6
'
-
0
"
M
A
X
.
)
TO
S
U
P
P
O
R
T
I
N
G
WELDED BEAM ATTACHMENT
1-1/2" MIN. TYPICAL
NOTES:
SEE THE SEISMIC RESTRAINT MANUAL FOR INSTRUCTIONS FOR
BRACING INDIVIDUALLY SUPPORTED PIPE.
TYPE A THRU H
STEEL BEAM
PROVIDE FLEXIBILITY IN JOINTS WHERE PIPES PASS THROUGH BUILDING SEISMIC JOINTS OR WHERE RIGIDLY SUPPORTED PIPES
CONNECT TO EQUIPMENT WITH VIBRATION ISOLATORS.
BRANCH LINES MAY NOT BE USED TO BRACE MAIN LINES.
A RIGID PIPING SYSTEM SHALL NOT BE BRACED TO DISSIMILAR PARTS OF THE BUILDING OR TO TWO DISSIMILAR BUILDING
SYSTEMS THAT MAY RESPOND DIFFERENTLY DURING AN EARTHQUAKE.
GENERAL REQUIREMENTS FOR DUCTWORK
EACH SIDE OF A CHANGE IN DIRECTION OF 90° OR MORE. RISER JOINTS SHALL BE BRACED OR STABILIZED BETWEEN FLOORS.
STORIES HIGH, ALL RISERS SHALL BE ENGINEERED INDIVIDUALLY.
VERTICAL RISERS SHALL BE LATERALLY SUPPORTED WITH A RISER CLAMP AT EACH FLOOR. FOR BUILDINGS GREATER THAN SIX
CAST IRON PIPE OF ALL TYPES AND ANY OTHER PIPE JOINED WITH A SHIELD AND CLAMP ASSEMBLY SHALL BE BRACED ON
"T" - INDICATES TRANSVERSE BRACING - 1 SOLID BRACE OR 2 OPPOSING CABLES
"L" - INDICATES LONGITUDINAL BRACING - 1 SOLID BRACE OR 2 OPPOSING CABLES.
PROVIDE TRANSVERSE
VERTICAL SUPPORT
TYPICAL TRANSVERSE BRACE. PROVIDE SOLID BLOCKING AROUND DUCT PENETRATIONS AT ALL STUD WALL CONSTRUCTION.
DUCTS ARE LESS THAN OR EQUAL TO THE MAXIMUM WEIGHT AND DIMENSIONS OF THE DUCT FOR WHICH BRACING DETAILS
WALLS, INCLUDING GYPSUM BOARD NONBEARING PARTITIONS, WHICH HAVE DUCTS RUNNING THROUGH THEM MAY REPLACE A
A GROUP OF DUCTS MAY BE COMBINED IN A LARGER FRAME SO THAT THE COMBINED WEIGHTS AND DIMENSIONS OF THE
UNBRACED DUCTS SHALL BE INSTALLED WITH A 6" MINIMUM CLEARANCE TO VERTICAL CEILING HANGER WIRES.
SMACNA DUCT CONSTRUCTION STANDARDS.
ENDS IF THE DUCT IS LESS THAN THE SPECIFIED INTERVAL. TRANSVERSE BRACING SHALL BE INSTALLED AT EACH DUCT TURN
INTERSECTION OF THE DUCTS AND IF THE BRACING IS SIZED FOR THE LARGER DUCT. DUCT JOINTS MUST CONFORM TO
SECTION CONNECTED PERPENDICULAR TO IT IF THE BRACING IS INSTALLED WITHIN TWO TIMES THE DUCT WIDTH OF THE
BRACE PER DUCT RUN. TRANSVERSE BRACING FOR ONE DUCT SECTION MAY ALSO ACT AS LONGITUDINAL BRACING FOR A DUCT
LONGITUDINAL BRACING SHALL OCCUR AT THE INTERVAL SPECIFIED IN SEISMIC RESTRAINT MANUAL TABLES WITH AT LEAST ONE
TRANSVERSE BRACING SHALL OCCUR AT THE INTERVAL SPECIFIED IN THE SEISMIC RESTRAINT MANUAL TABLES OR AT BOTH
AND AT EACH END OF A DUCT RUN, WITH A MINIMUM OF ONE BRACE AT EACH END.
DETAILS IN ACCORDANCE WITH SPECIFICATION.
CONTRACTOR SHALL INDICATE ALL BRACING REQUIRED ON SHEET METAL SHOP DRAWINGS AND ALSO SUBMIT ALL APPLICABLE
BRACE ALL DUCTWORK AS SPECIFIED. BRACE FLAT OVAL DUCTS IN THE SAME MANNER AS RECTANGULAR DUCTS.
FILL ON
CONCRETE
STEEL DECK
RIBS
TO SPAN
ANGLE IF
REQUIRED
BETWEEN
LENGTHEN
TYPE F, G, & H
MACHINE BOLT AT
END OF THE BRACE
BRACE
12 DIA. MIN.
EXPANSION ANCHOR. SEE
SEISMIC RESTRAINT MANUAL.
T
BRACE AT LAST
L
4.
5.
6.
7.
ARE SELECTED.
9.
10.
12.
11.
13.
2.
3.
1.
MAXIMUM SPACING FOR
LONGITUDINAL BRACES
TRANSVERSE BRACES
MAXIMUM SPACING FOR
TYPICAL
T T T
< 48" FOR DUCTS.
BRACE FOR RUN "B" AND "TB" AS
LONGITUDINAL BRACE FOR RUN "A"
WHEN "D" IS < 24" FOR PIPES AND
"TA" CAN BE USED AS LONGITUDINAL
RUN "B" L
TB
D
T
TA
RU
N
"
A
"
D
PIPES ASTM A120 OR A53.
REQUIRED FOR THE SEISMIC LOADS.
ONLY TO REMOVE EXCESSIVE SLACK.
SPECIFIED EXPANSION ANCHORS.
DO NOT WELD TO GALVANIZED STEEL.
MINIMUM Fy = 33 KSI AND A MINIMUM Fu = 38 KSI.
GENERAL REQUIREMENTS FOR PIPING AND CONDUIT
INDICATED BY THE SCHEDULES AND DETAILS IN THE SEISMIC RESTRAINT MANUAL.
OF PIPING, DUCTWORK AND CONDUIT
GENERAL NOTES FOR SEISMIC RESTRAINTS
FOR DETERMINING THE APPLICATION OF SEISMIC RESTRAINTS TO THIS CONSTRUCTION.
BRACE PIPING AND CONDUIT AS SPECIFIED IN SPECIFICATION SECTIONS.
FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" OF THE AMERICAN IRON AND STEEL INSTITUTE WITH A
PROPRIETARY CONNECTORS MAY BE USED WHERE THEIR RESEARCH REPORT APPROVED VALUES ARE GREATER THAN THOSE
WELDING SHALL CONFORM TO AWSD1.1 AND SHALL USE EITHER THE SHIELDED OR SUBMERGED ARC METHODS. UTILIZE E70
REPLACE EXPANSION ANCHORS WHERE THE APPROVED LOADS ARE EQUAL TO OR GREATER THAN THE VALUES FOR THE
THE SHEAR AND TENSION CAPACITIES LISTED IN THE SEISMIC RESTRAINT MANUAL. CAST-IN-PLACE CONCRETE INSERTS MAY
EXPANSION ANCHORS SHALL HAVE LOCAL GOVERNING JURISDICTION-APPROVED VALUES EQUAL TO OR GREATER THAN BOTH
BOLTS SHALL CONFORM TO ASTM A307. BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER UNLESS NOTED
USE EITHER CABLE OR SOLID BRACING FOR ALL SITUATIONS. DO NOT MIX BRACING TYPES IN THE SAME DIRECTION.
SHALL BE ZINC-COATED TO A MINIMUM OF 0.4 OUNCES/SQUARE FOOT OR STAINLESS STEEL PER ASTM A304. TIGHTEN CABLE
CABLES SHALL BE WIRE-CORE WITH A MINIMUM BREAKING STRENGTH NOTED IN THE SEISMIC RESTRAINT MANUAL. CABLE
HOT-ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM A36. PIPES USED AS BRACES SHALL BE STANDARD STEEL
ANY LOCATION BE LESS THAN 95 PERCENT OF THE STANDARD SHEET METAL GAGES. THE THICKNESS MAY BE LESS AT BENDS
THE UNCOATED MINIMUM STEEL THICKNESS OF THE COLD-FORMED PRODUCT AS DELIVERED TO THE JOB SITE SHALL NOT AT
BE PROPERLY SIZED PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN REGARDS TO EMBEDMENT, EDGE DISTANCE, AND SPACING.
SEISMIC RESTRAINTS REQUIRE SEISMIC RATED EXPANSION ANCHORS PER SPECIFICATION SECTION. EXPANSION ANCHORS SHALL
THE LATEST EDITION OF THE SEISMIC RESTRAINT MANUAL DURING CONSTRUCTION RATHER THOSE SHOWN ON THIS SHEET.
CONTRACTOR'S RESPONSIBILITY TO PROPERLY APPLY THE SEISMIC RESTRAINT MANUAL. UTILIZE THE DETAILS AND TABLES FROM
SHOWN HERE DO NOT NECESSARILY INCLUDE ALL OF THOSE WHICH WILL BE REQUIRED FOR THIS CONSTRUCTION. IT IS THE
SAMPLES OF DETAILS FROM THE SEISMIC RESTRAINT MANUAL FOR TYPICAL LOCATIONS AND TYPICAL STRUCTURES. THE DETAILS
SEISMIC RESTRAINT MANUAL FOR ALTERNATE ALLOWABLE CONNECTIONS. THE TYPICAL DETAILS SHOWN ARE REPRESENTATIVE
THESE CONSTRUCTION DETAILS ARE REPRODUCED FROM THE SMACNA SEISMIC RESTRAINT MANUAL. REFER TO THE SMACNA
THESE DETAILS DO NOT APPLY TO THE ORDINARY SUPPORTS REQUIRED FOR GRAVITY LOADS, THESE ARE ADDITIONAL RESTRAINTS
SEISMIC RESTRAINTS ARE REQUIRED FOR PIPING, DUCTWORK, AND CONDUIT. SPECIFICATION SECTIONS PROVIDE THE CRITERIA
GENERAL REQUIREMENTS FOR CONNECTIONS TO STRUCTURE
COLD-FORMED ANGLES SHALL CONFORM TO THE MATERIAL AND IDENTIFICATION REQUIREMENTS OF THE LATEST "SPECIFICATIONS
ACCORDANCE WITH SPECIFICATION SECTIONS.
CONTRACTOR SHALL INDICATE ALL BRACING REQUIRED ON SUBMITTAL DRAWINGS AND ALSO SUBMIT ALL APPLICABLE DETAILS IN
SIZE CONNECTED PERPENDICULAR TO IT IF THE BRACING IS INSTALLED WITHIN 24" OF THE ELBOW OR TEE AND AS LONG AS
PIPES ON TRAPEZE HANGERS WILL BE BRACED AS SHOWN IN THE SEISMIC RESTRAINT MANUAL WITH THE SAME REQUIREMENTS
THE BRACE IS SIZED AS A LONGITUDINAL BRACE.
AND EXCEPTIONS AS SINGLE PIPES.
TRANSVERSE BRACING FOR ONE PIPE SECTION MAY ALSO ACT AS LONGITUDINAL BRACING FOR A PIPE SECTION OF THE SAME
EXCEPT THAT TRANSVERSE BRACING SHALL BE ONE HALF THE SPACING SHOWN IN THE SEISMIC RESTRAINT MANUAL.
FOR ALL GAS PIPING, AS SPECIFIED IN THE SPECIFICATIONS. THE BRACING DETAILS, SCHEDULES AND NOTES MAY BE USED,
LONGITUDINAL BRACE. THE LONGITUDINAL BRACES AND CONNECTIONS MUST BE CAPABLE OR RESISTING THE ADDITIONAL
RESTRAINT MANUAL. IN PIPES WHERE THERMAL EXPANSION IS A CONSIDERATION (PIPES ON ROLLER HANGERS, PIPING
LONGITUDINAL BRACING SHALL BE AT 80 FEET MAXIMUM EXCEPT WHERE A LESSER SPACING IS INDICATED IN THE SEISMIC
ALL RUNS WILL HAVE A MINIMUM OF TWO TRANSVERSE BRACES AND ONE LONGITUDINAL BRACE. A RUN IS DEFINED AS A
TRANSVERSE BRACING SHALL BE AT 40 FEET MAXIMUM EXCEPT WHERE A LESSER SPACING IS INDICATED IN THE SEISMIC
SHOWN WITH AN ANCHOR FOR THERMAL EXPANSION, AND PIPING WITH AN EXPANSION LOOP), AN ANCHOR POINT MAY BE
USED AS THE SPECIFIED LONGITUDINAL BRACE PROVIDED THAT IT HAS A CAPACITY EQUAL TO OR GREATER THAN A
LENGTH OF PIPE OR DUCT WITHOUT ANY CHANGE IN DIRECTION EXCEPT AS ALLOWED BY OFFSETS.
FORCE INDUCED BY EXPANSION AND CONTRACTION.
2.
3.
4.
5.
7.
6.
8.
RESTRAINT MANUAL.
4.
5.
6.
7.
8.
9.
10.
1.
ELECTRODES.
OTHERWISE.
1.
2.
3.
3.
4.
AFTER COLD-FORMING.
1.
2.
E. NO BASE, ANCHORAGE ATTACHED DIRECTLY TO EQUIPMENT
EQUIPMENT IS RESTRAINED THROUGH FLANGED ATTACHMENT TO A RESTRAINED PIPING SYSTEM. PROVIDE ADDITIONAL PIPING RESTRAINTS 9.
ANCHOR BOILER TO PAD PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND SEISMIC SPECIFICATION CALCULATIONS. 10.
FAN HAS INTERNAL ISOLATION PROVIDED BY FAN MANUFACTURER. 11.
SCHEDULE NOTES:
DO NOT SUPPORT PUMP FROM PUMP BODY. 12.
AT THE EQUIPMENT AS REQUIRED.
SLAB ON GRADE OR
MANUAL.
2. CABLE BRACING IS ALSO ACCEPTABLE IN ACCORDANCE WITH THE SEISMIC RESTRAINT
ANGLE (LLH) SEE SEISMIC RESTRAINT
MANUAL FOR SIZE, BEND VERTICAL LEG
AS REQUIRED FOR DIAGONAL BRACE.
1" TYPICAL
BONDING AGENT
SAME SIDE OF CURBED PERIMETER.
SEALANT CONTINUOUS. APPLY TO
STRUCTURAL FLOOR. BONDING AGENT SHALL BE SBR LATEX AS MANUFACTURED BY THE
EUCLID CHEMICAL COMPANY OR EQUAL. PREPARE SURFACES, MIX, APPLY BONDING COAT AND
CURE PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
PROVIDE BONDING AGENT TO 100% OF THE CONTACT AREA BETWEEN THE EQUIPMENT PAD AND
METAL DECK
BONDING AGENT
2" PERIMETER BAR
CENTER OF
#3 @ 12" O.C.E.W.
#4 ALONG PERIMETER
#4 @ 12" O.C.E.W.
#4 ALONG PERIMETER
#4 @ 12" O.C.E.W.
5
EQUPMENT PAD DETAIL
NO SCALE
CONCRETE CURB DETAIL
NO SCALE
TYPICAL SIDE BRACING FOR RECTANGULAR DUCTS
NO SCALE
TYPICAL CONNECTIONS TO STRUCTURE
NO SCALE
TYPICAL LOCATIONS OF BRACING
NO SCALE
TYPICAL TRANSVERSE BRACING FOR PIPES AND CONDUIT
NO SCALE
TYPICAL LONGITUDINAL BRACING FOR PIPES AND CONDUIT
NO SCALE
L
1
4
2
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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08910004
21 SEPT 2015
JES
AAW
JES HPE1.1
SEISMIC RESTRAINTS,
VIBRATION CONTROL &
DETAILS
0891
CONSTRUCTION
DOCUMENTS
VIBRATION ISOLATION AND SEISMIC RESTRAINT SCHEDULE
EQUIPMENT
TAG LOCATION
ELEV
FROM
GRADE
BASE
TYPE
ISOLATOR
TYPE
MIN. STATIC
DEFLECTION
SEISMIC
RESTRAINT NOTES
FIRST FLOOR 0' - 0" A N/A N/A YES BRACE TOP
PER IBC.
1HNSB1 FIRST FLOOR 0' - 0" A N/A N/A YES BRACE TOP
PER IBC.
1TCR1 FIRST FLOOR 9' - 0" A N/A N/A YES BRACE TOP
PER IBC.
1TEQ1 FIRST FLOOR 9' - 0" A N/A N/A YES BRACE TOP
PER IBC.
1TEQ2 FIRST FLOOR 9' - 0" A N/A N/A YES BRACE TOP
PER IBC.
1TLS1 FIRST FLOOR 9' - 0" A N/A N/A YES BRACE TOP
PER IBC.
1TN1 FIRST FLOOR 9' - 0" A N/A N/A YES BRACE TOP
PER IBC.
AHU-1 ROOF 32' - 0" D 1 0.75 YES NOTE 11
AHU-2 ROOF 32' - 0" D 1 0.75 YES NOTE 11
ATS-CR1 FIRST FLOOR 0' - 0" A N/A N/A YES BRACE TOP
PER IBC.
ATS-EQ1 FIRST FLOOR 0' - 0" A N/A N/A YES BRACE TOP
PER IBC.
ATS-EQ2 FIRST FLOOR 0' - 0" A N/A N/A YES BRACE TOP
PER IBC.
ATS-LS1 FIRST FLOOR 0' - 0" A N/A N/A YES BRACE TOP
PER IBC.
EF-1 ROOF 0' - 0" E 1 0.5 YES
EF-2 ROOF 0' - 0" E 1 0.5 YES
EF-3 ROOF 0' - 0" E 1 0.5 YES
EF-4 ROOF 0' - 0" E 1 0.5 YES
EF-5 ROOF 0' - 0" E 1 0.5 YES
GENERATOR SITE 0' - 0" A N/A N/A YES ANCHOR TO
PAD,
ISOLATION BY
MANUF.,
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
(HL)
T
T
T
T
T
T
T
T
T
CWS CWR
CO
O
L
I
N
G
CO
I
L
AFMS
SUPPLY FAN B
BY E.C.
EMERG. POWER
SUPPLY FAN A
AFMS
LAN TO OWS
PR
E
F
I
L
T
E
R
TO SUPPLY
RETURN FANS
AIR BLENDER TO SUPPLY &
RETURN FANS AHU
FIELD
DUCTWORK
TO SUPPLY &
RETURN FANS
TO F.A. ANNUNCIATOR
BY E.C.
BY E.C.
TO TERMINAL BOXES
RETURN FAN B
AFMS
RELIEF AIR
AHU
AHU
TO SUPPLY &
RETURN FANS
TO F.A. ANNUNCIATOR
BY E.C.
RETURN AIR
FIELD
DUCTWORK
FIELD
DUCTWORK
EAD
AO-10
1
RAD AO-1
1
AO-2
OAD
OUTDOOR AIR 1
BI-1
∆P
AI-3
T
AI-13 AI-4
4 4
T TLL TLL
BI-3
T
AO-4
AI-9
VP
3
BI-6
BI-12
BO-1
AO-6
VFC 2
BY E.C.
EMERG. POWER
LAN TO OWS
BI-13
BO-2
AO-7
VFC 2
3
AI-10
VP
FID
ES
BI-5
FID
ES
AI-8
SAD 9 SD
AI-6 AI-5 AI-7
H T P
1
∆P
BI-7
P
VFC
BY E.C.
EMERG. POWER
LAN TO OWS
BI-15
BO-4
AO-9
2
3
AI-12
VP
P
AI-15 AI-1 AI-2
T H SD
(LL)
TO SUPPLY &
RETURN FANS
∆P
BI-8
12
AO-12
AO-11
12
1
SCHEDULE OF DDC POINTS:
ID DESCRIPTION TREND ALARM GRAPHIC
AI-1 RETURN AIR TEMPERATURE X X
AI-2 RETURN AIR HUMIDITY X X X
AI-3 MIXED AIR TEMPERATURE X X X
AI-4 PREHEAT COIL DISCHARGE TEMPERATURE X X
AI-5 SUPPLY AIR TEMPERATURE X X X
AI-6 SUPPLY AIR HUMIDITY X X
AI-7 SUPPLY AIR STATIC PRESSURE (AT UNIT) X X
AI-8 STATIC PRESSURE 90% THRU SYSTEM X X
AI-9 SUPPLY FAN VOLUME (SF-A) X X
AI-10 SUPPLY FAN VOLUME (SF-B) X X
AI-11 RETURN FAN VOLUME (RF-A) X X
AI-12 RETURN FAN VOLUME (RF-B) X X
AI-13 COOLING COIL DISCHARGE TEMPERATURE X X
AI-14 OUTDOOR TEMPERATURE (GLOBAL) X X
AI-15 RETURN AIR STATIC PRESSURE (AT UNIT) X X
AI-16 OUTDOOR AIRFLOW X X X
BO-1 SUPPLY FAN A START-STOP
BO-2 SUPPLY FAN B START-STOP
BO-3 RETURN FAN A START-STOP
BO-4 RETURN FAN B START-STOP
BO-5 SMOKE AIR DAMPER X X
BI-1 PREFILTER ALARM X X X
BI-2 FINAL FILTER ALARM X X X
BI-3 SAFETY LOW LIMIT STAT ALARM X X X
BI-4 DDC CONTROLLER STATUS X X
BI-5 SUPPLY FAN A ISOLATION DAMPER PROVED OPEN X
BI-6 SUPPLY FAN B ISOLATION DAMPER PROVED OPEN X
BI-7 SUPPLY AIR HIGH STATIC ALARM X X X
BI-8 RETURN AIR LOW STATIC ALARM X X X
BI-9 UPS LOW BATTERY ALARM X X X
BI-10 LOSS OF POWER ALARM
BI-12 SUPPLY FAN A STATUS X X X
BI-13 SUPPLY FAN B STATUS X X X
BI-14 RETURN FAN A STATUS X X X
BI-15 RETURN FAN B STATUS X X X
AO-1 RETURN AIR DAMPER X
AO-2 OUTDOOR AIR DAMPER X X
AO-3 PREHEAT COIL VALVE X X
AO-4 COOLING COIL VALVE X X
AO-5 HUMIDIFIER ACTUATOR X X
AO-6 SUPPLY FAN VSC (SF-A) X X
AO-7 SUPPLY FAN VSC (SF-B) X X
AO-8 RETURN FAN VSC (RF-A) X X
AO-9 RETURN FAN VSC (RF-B) X X
AO-10 EXHAUST AIR DAMPER X X
AO-11 SUPPLY FAN A ISOLATION DAMPER COMMAND
AO-12 SUPPLY FAN B ISOLATION DAMPER COMMAND
SETUP ALL TRENDS IN 15 MINUTE INTERVALS AND STORE FOR MINIMUM 45 DAYS.
INCLUDE ASSOCIATED COMMAND AND/OR SETPOINT.
PROVIDE COV AND INTERVAL TRENDS FOR BI AND BO POINTS.
1
PR
E
H
E
A
T
CO
I
L
ALL SETPOINTS TO BE ADJUSTABLE. SETPOINTS TO BE EXPOSED ON GRAPHIC DISPLAY OR HIDDEN BASED ON OWNER
REQUEST.
ENABLE: AIR HANDLER IS STARTED FROM DDC PANEL OR FROM COMMAND OF FACILITY MANAGEMENT SYSTEM.
DURING NORMAL OPERATION, BOTH SUPPLY FANS SHALL OPERATE AT THE SAME SPEED TO MAINTAIN REQUIRED
SUPPLY AIRFLOW. AIR HANDLER TO RUN CONTINUOUSLY.
STARTUP: ON UNIT STARTUP, SUPPLY AND RETURN FANS START. SUPPLY FAN SPEED CONTROL AND SUPPLY AIR
TEMPERATURE CONTROL LOOPS ARE ACTIVE. RETURN AIR DAMPER IS FULLY OPEN, OUTDOOR AIR AND RELIEF
DAMPERS FULLY CLOSED FOR 5 MIN. (ADJ) WITH RETURN FAN TRACKING CFM SETPOINT SET TO NULL (ADJ).
NORMAL OPERATION: AFTER STARTUP, OUTDOOR AIR DAMPER TO FULLY (ADJ) OPEN ON PROVED FAN OPERATION
AND RETURN FAN CFM TRACKING OFFSET TO INCREASE TO SETPOINT.
ALARM IF OUTDOOR AIR FLOW CFM FALLS BELOW 8,000 CFM (ADJ).
SUPPLY AIR TEMPERATURE: THE SUPPLY AIR CONTROL LOOP SHALL PERFORM AS DESCRIBED BELOW:
a. BELOW 70°F (ADJ) OAT:
i. MODULATE THE ECONOMIZER DAMPERS TO MAINTAIN MIXED AIR TEMPERATURE AT SETPOINT.
MIXED AIR SETPOINT SHALL TRACK SUPPLY AIR TEMPERATURE SETPOINT MINUS 3°F (ADJ) TO
ACCOUNT FOR TEMP RISE ACROSS FANS.
ii. ECONOMIZER DAMPER SPAN IS AS FOLLOWS:
DAMPER % OPEN % OPEN
OAD 100 (ADJ) 100
RAD 100 (ADJ) 0
EAD 0 (ADJ) 100
iii. ONCE THE EAD DAMPERS ARE 100% (ADJ) OPEN AND THE TEMPERATURE RISES,
THE COOLING COIL CONTROL VALVE SHALL BE MODULATED TO MAINTAIN SUPPLY AIR
SETPOINT.
iv. IF THERE IS A DROP IN SUPPLY AIR TEMPERATURE, THE COOLING COIL CONTROL VALVE SHALL
BE MODULATED CLOSED AND THE ECONOMIZER DAMPERS SHALL BE MODULATED TOWARD THE
MINIMUM POSITION.
v. PREHEAT: ONCE THE OUTDOOR AIR DAMPER IS AT THE MINIMUM POSITION AND THE PREHEAT
TEMPERATURE REMAINS BELOW SETPOINT, THE PREHEAT COIL CONTROL VALVE SHALL BE
MODULATED OPEN TO MAINTAIN PREHEAT AIR TEMPERATURE AT SETPOINT. PREHEAT AIR
SETPOINT SHALL TRACK SUPPLY AIR TEMPERATURE SETPOINT MINUS 5°F (ADJ) TO ACCOUNT
FOR TEMP RISE ACROSS FANS AND TO KEEP PREHEAT SHUT UNLESS REQUIRED FOR EXTREME
COLD OAT.
ALARM IF PREHEAT RETURN WATER TEMPERATURE FALLS BELOW 38°F (ADJ).
b. ABOVE 70°F (ADJ) OAT:
THE ECONOMIZER SHALL BE FIXED IN MINIMUM POSITION AND THE COOLING COIL CONTROL VALVE SHALL
MODULATE TO MAINTAIN SUPPLY AIR TEMPERATURE SETPOINT.
c. RESET SUPPLY AIR DISCHARGE TEMPERATURE FROM 53°F TO 60°F (ADJ) AS OUTDOOR AIR TEMPERATURE
VARIES FROM 70°F TO 30°F . IN THE EVENT THE RETURN AIR HUMIDITY EXCEEDS 5 0% RH. THE UNIT SUPPLY
TEMPERATURE SHALL BE RESET TO 53°F AND SHALL IDENTIFY THIS ON THE OWS GRAPHICS. AFTER 15
MINUTES THE SUPPLY TEMPERATURE SHALL BE RESET UP IN 2°F INCREMENTS EVERY 10 MINUTES.
SAFETIES: FURNISH SAFETIES AS FOLLOWS TO PROVIDE ALARM, SHUT OFF SUPPLY AND RETURN FANS, AND CLOSE
OUTDOOR AND RELIEF DAMPER:
a. COOLING COIL INLET TO HAVE TWO (2) OR MORE SAFETY LOW LIMIT THERMOSTATS WIRED IN SERIES TO
BREAK BELOW 38°F (ADJ). ON ALARM PREHEAT AND CHILLED WATER CONTROL VALVES OPEN 100% (ADJ).
b. SUPPLY HIGH LIMIT STATIC PRESSURE SWITCH SET TO 4.0" W.G. (ADJ).
c. RETURN DUCT LOW LIMIT STATIC SENSOR SWITCH SET TO (-)3.5" W.G. (ADJ).
d. IN THE EVENT OF SMOKE (AHU SUPPLY OR RETURN DUCT DETECTOR), THE SMOKE ISOLATION DAMPER
CLOSES IN ADDITION TO THE SHUTDOWN DESCRIBED ABOVE.
SEQUENCE OF OPERATION:
1.
2.
3.
4.
5.
SUPPLY FAN SPEED: STATIC PRESSURE SENSOR LOCATED 90% OF DISTANCE THROUGH SUPPLY DUCT AND FAN
DISCHARGE STATIC PRESSURE SENSOR LOCATED IN AHU DISCHARGE TO FUNCTION WITH SUPPLY FAN VARIABLE
FREQUENCY DRIVES CONTROL LOOP TO MODULATE SUPPLY FAN SPEED TO ACHIEVE DUCT STATIC PRESSURE
INITIALLY SET AT 1.25" W.G. (ADJ), FINAL SETPOINT BY TAB, NOT TO EXCEED DISCHARGE PRESSURE OF 3.9"
W.G. (ADJ). BOTH SUPPLY FANS OPERATE AT THE SAME SPEED.
a. IF ZERO OR ONE (ADJ) CRITICAL TERMINAL BOXES INDICATE A 95% DAMPER POSITION, THE STATIC
PRESSURE SETPOINT SHALL DECREASE AT A RATE OF 0.1" W.G. EVERY 5 MINUTES (ADJ).
b. IF TWO OR THREE (ADJ) CRITICAL TERMINAL BOXES IN THE SYSTEM INDICATE 95% OPEN DAMPER
POSITION, HOLD THE STATIC PRESSURE AT CURRENT SETPOINT.
c. IF FOUR (ADJ) OR MORE CRITICAL TERMINAL BOXES IN THE SYSTEM INDICATE 95% OPEN DAMPER
POSITION, THE SETPOINT SHALL INCREASE AT A RATE OF 0.1" W.G. EVERY 5 MINUTES.
d. DUCT STATIC PRESSURE SETPOINT SHALL HAVE A MINIMUM AND MAXIMUM RANGE OF TAB SETPOINT
+/- 0.3” WG (ADJ) .
RETURN FAN SPEED: RETURN FANS VSC CONTROL LOOP TO BE CONTROLLED THROUGH VELOCITY PRESSURE
SENSORS MEASURING AIR VOLUME THROUGH AIR MEASURING PIEZOMETER STATIONS IN SUPPLY AND RETURN
FAN INLET CONES SO AS TO ALLOW FANS TO TRACK SUPPLY VOLUME WITH DIFFERENTIAL FOR BUILDING
EXHAUST. DIFFERENTIAL SETPOINT TO BE 10,000 CFM (ADJ). BOTH RETURN FANS OPERATE AT THE SAME
SPEED TO MAINTAIN REQUIRED RETURN AIRFLOW.
FILTER SWITCH: FILTER DIFFERENTIAL PRESSURE SWITCHES ALARM AS NOTED - PRE-FILTER: 1.0" WG (ADJ),
FINAL FILTER: 1.5" WG (ADJ).
HUMIDIFICATION: HUMIDIFICATION CONTROL LOOP EMPLOYS SENSORS IN RETURN AIR AND SUPPLY DUCT TO
MODULATE HUMIDIFIER ACTUATOR. CONTROL POINTS:
a. RETURN AIR (CONTROL) - 30%
b. SUPPLY AIR (HIGH LIMIT) – 85% (ADJ)
c. HUMIDIFIER ACTUATOR CLOSES ON LOSS OF AIRFLOW, ABOVE 70°F OAT, AND ON BACKUP HIGH LIMIT
CONTROLLER SET TO 90%.
d. ON UNIT START-UP, HUMIDIFIER SHALL BE LOCKED OUT FOR 5 MINUTES.
SHUTDOWN: ON AHU SHUTDOWN OTHER THAN LOW LIMIT SAFETY, OUTDOOR AND RELIEF DAMPERS CLOSE,
RETURN DAMPER OPENS, AND HUMIDIFIER AND COOLING COIL ACTUATORS CLOSE. MAINTAIN PREHEAT AIR
SETPOINT 60°F (ADJ) BY MODULATING PREHEAT COIL VALVE. HEATING COIL ACTUATORS CLOSE. LOSS OF A
SINGLE FAN SHALL NOT SHUT DOWN THE UNIT.
FAN ISOLATION DAMPERS: ANYTIME A SUPPLY OR RETURN FAN STOPS, ITS ISOLATION DAMPER CLOSES. ON
STARTUP THE ISOLATION DAMPER OPENS RAPIDLY. IN THE EVENT ONE FAN IS STARTED WHILE THE OTHER IS
ALREADY IN OPERATION, THE BRAKE HOLD FEATURE OF THE DRIVE SHALL BE USED TO ALLOW THE SUPPLY FAN
TO AVOID BACKWHEELING FROM THE OTHER FAN ALREADY IN OPERATION. MINIMUM SPEED, RAMP SPEED AND
TIME DELAY TO BE TESTED AND COORDINATED IN FIELD PRIOR TO SYSTEM COMMISSIONING.
7.
8.
9.
10.
11.
12.
6.
NOTES:
DAMPERS TO BE INTEGRAL WITH AHU; ACTUATORS BY ECC.
THRU THE LAN, VFC TO TRANSMIT TO BAS STATUS AND ALARMS OF ALL DATA AVAILABLE. VFC
SUPPLIER TO FURNISH INTEGRAL COMMUNICATION CARD. ECC TO MAP ALL OWNER REQUESTED
INFORMATION POINTS. NOTE THAT ENERGIZING SIGNAL AND SPEED CONTROL ARE HARD WIRED TO
DDC TO ENSURE OPERATION ON LOSS OF LAN.
AIR FLOW MEASURING STATION INTEGRAL TO FAN. VP BY ECC.
LOCATE 3" FROM COOLING COIL INLET.
UPS BY ECC TO ALLOW ALL CONTROL AND ALARM LOOPS TO REMAIN IN OPERATION FOR 5
MINUTES FOLLOWING ELECTRICAL "BLIP" OR FULL SHUTDOWN. UPS TO BE COMPLETE WITH
MAINTENANCE BYPASS SWITCH TO ACCOMMODATE BATTERY MAINTENANCE. TO BE MOUNTED
ADJACENT TO DDC CONTROLLER.
SECONDARY HIGH LIMIT HUMIDITY CONTROL FURNISHED, INSTALLED AND CALIBRATED BY ECC.
AIR FLOW SWITCH FURNISHED, INSTALLED AND ADJUSTED BY ECC.
VSC FURNISHED, INSTALLATION, WIRING, AND COMMISSIONED BY EC.
ECC TO REFER TO ELECTRICAL DETAILS OF SMOKE DAMPERS REQUIRED BY NFPA 90A FOR
INSTALLATION IN SUPPLY AND RETURN DUCTS. IN THE EVENT OF SMOKE THE DAMPERS
CLOSE AND SUPPLY AND RETURN FANS ARE SHUTDOWN. (DAMPERS AND ACTUATORS TO BE
FURNISHED AND INSTALLED BY SHEET METAL CONTRACTOR, ALL CONTROL AND INTERLOCK
WIRING OF THIS CONTROL LOOP BY EC.)
SPRING RETURN OPEN UPON LOSS OF POWER.
SPRING RETURN CLOSED UPON LOSS OF POWER.
OA AFMS BY ECC.
UNIT MANUFACTURER SHALL PROVIDE ALL SAFETIES AND CONTROL SEQUENCE LOGIC TO
ACHIEVE SEQUENCE OF OPERATION.
1
2
3
4
5
6
7
8
9
10
11
12
120/60/1
EMER. POWER
TO PANEL AND UPS,
DISCONNECT BY EC
LAN (BY ECC)
DDC PANEL
(INSERT NAME)
TO NETWORK
CONTROLLER
& OWS
UPS
BI-10
BI-9
LOW
BATTERY ON
BATTERY
10
11
T
T
T
AI-16
12 10
11
TO FAN
VFC
SAFETY
10
10
TO FAN
VFC
SAFETY
10
BO-5
TO SUPPLY &
RETURN FANS
TO F.A. ANNUNCIATOR
BY E.C.
BY E.C.
CONTROLLER
13
13
FI
N
A
L
F
I
L
T
E
R
∆P
BI-2
T
T
T
RETURN FAN A
AFMS
VFC
BY E.C.
EMERG. POWER
LAN TO OWS
BI-14
BO-3
AO-8
2
3
AI-11
VP
1
1
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
A
M
W
e
l
c
h
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
AL
_
v
2
0
1
5
_
A
M
W
e
l
c
h
.
r
v
t
10
/
1
/
2
0
1
5
3
:
5
3
:
2
6
P
M
08910004
21 SEPT 2015
JES
AAW
JES HPE2.1
TEMPERATURE CONTROL
SCHEMATICS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE 1 AHU-1 CONTROL SCHEMATIC
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
(HL)
T
T
T
T
T
T
T
T
T
CWS CWR
CO
O
L
I
N
G
CO
I
L
AFMS
SUPPLY FAN B
BY E.C.
EMERG. POWER
SUPPLY FAN A
AFMS
LAN TO OWS
PR
E
F
I
L
T
E
R
TO SUPPLY
RETURN FANS
AIR BLENDER TO SUPPLY &
RETURN FANS AHU
FIELD
DUCTWORK
TO SUPPLY &
RETURN FANS
TO F.A. ANNUNCIATOR
BY E.C.
BY E.C.
TO TERMINAL BOXES
RETURN FAN A
AFMS
RELIEF AIR
AHU
AHU
TO SUPPLY &
RETURN FANS
TO F.A. ANNUNCIATOR
BY E.C.
RETURN AIR
FIELD
DUCTWORK
FIELD
DUCTWORK
EAD
AO-10
1
RAD AO-1
1
AO-2
OAD
OUTDOOR AIR 1
BI-1
∆P
AI-3
T
AI-13 AI-4
4 4
T TLL TLL
BI-3
T
AO-4
AI-9
VP
3
BI-6
BI-12
BO-1
AO-6
VFC 2
BY E.C.
EMERG. POWER
LAN TO OWS
BI-13
BO-2
AO-7
VFC 2
3
AI-10
VP
FID
ES
BI-5
FID
ES
AI-8
SAD 9 SD
AI-6 AI-5 AI-7
H T P
1
∆P
BI-7
P
BI-10
FID
1
ES
VFC
BY E.C.
EMERG. POWER
LAN TO OWS
BI-14
BO-3
AO-8
2
3
AI-11
VP P
AI-15 AI-1 AI-2
T H SD
(LL)
TO SUPPLY &
RETURN FANS
∆P
BI-8
12
AO-12
AO-11
12
1
AO-13
SCHEDULE OF DDC POINTS:
ID DESCRIPTION TREND ALARM GRAPHIC
AI-1 RETURN AIR TEMPERATURE X X
AI-2 RETURN AIR HUMIDITY X X X
AI-3 MIXED AIR TEMPERATURE X X X
AI-4 PREHEAT COIL DISCHARGE TEMPERATURE X X
AI-5 SUPPLY AIR TEMPERATURE X X X
AI-6 SUPPLY AIR HUMIDITY X X
AI-7 SUPPLY AIR STATIC PRESSURE (AT UNIT) X X
AI-8 STATIC PRESSURE 90% THRU SYSTEM X X
AI-9 SUPPLY FAN VOLUME (SF-A) X X
AI-10 SUPPLY FAN VOLUME (SF-B) X X
AI-11 RETURN FAN VOLUME (RF-A) X X
AI-12 RETURN FAN VOLUME (RF-B) X X
AI-13 COOLING COIL DISCHARGE TEMPERATURE X X
AI-14 OUTDOOR TEMPERATURE (GLOBAL) X X
AI-15 RETURN AIR STATIC PRESSURE (AT UNIT) X X
BO-1 SUPPLY FAN A START-STOP
BO-2 SUPPLY FAN B START-STOP
BO-3 RETURN FAN A START-STOP
BO-5 SMOKE AIR DAMPER X X
BI-1 PREFILTER ALARM X X X
BI-2 FINAL FILTER ALARM X X X
BI-3 SAFETY LOW LIMIT STAT ALARM X X X
BI-4 DDC CONTROLLER STATUS X X
BI-5 SUPPLY FAN A ISOLATION DAMPER PROVED OPEN X
BI-6 SUPPLY FAN B ISOLATION DAMPER PROVED OPEN X
BI-7 SUPPLY AIR HIGH STATIC ALARM X X X
BI-8 RETURN AIR LOW STATIC ALARM X X X
BI-9 UPS LOW BATTERY ALARM X X X
BI-10 RETURNH FAN ISOLATION DAMPER PROVED OPEN X
BI-11 UPS LOSS OF POWER
BI-12 SUPPLY FAN A STATUS X X X
BI-13 SUPPLY FAN B STATUS X X X
BI-14 RETURN FAN A STATUS X X X
AO-1 RETURN AIR DAMPER X
AO-2 OUTDOOR AIR DAMPER X X
AO-3 PREHEAT COIL VALVE X X
AO-4 COOLING COIL VALVE X X
AO-5 HUMIDIFIER ACTUATOR X X
AO-6 SUPPLY FAN VSC (SF-A) X X
AO-7 SUPPLY FAN VSC (SF-B) X X
AO-8 RETURN FAN VSC (RF-A) X X
AO-10 EXHAUST AIR DAMPER X X
AO-11 SUPPLY FAN A ISOLATION DAMPER COMMAND
AO-12 SUPPLY FAN B ISOLATION DAMPER COMMAND
AO-13 SUPPLY FAN C ISOLATION DAMPER COMMAND
SETUP ALL TRENDS IN 15 MINUTE INTERVALS AND STORE FOR MINIMUM 45 DAYS.
INCLUDE ASSOCIATED COMMAND AND/OR SETPOINT.
PROVIDE COV AND INTERVAL TRENDS FOR BI AND BO POINTS.
1
PR
E
H
E
A
T
CO
I
L
ALL SETPOINTS TO BE ADJUSTABLE. SETPOINTS TO BE EXPOSED ON GRAPHIC DISPLAY OR HIDDEN BASED ON OWNER
REQUEST.
ENABLE: AIR HANDLER IS STARTED FROM DDC PANEL OR FROM COMMAND OF FACILITY MANAGEMENT SYSTEM.
DURING NORMAL OPERATION, BOTH SUPPLY FANS SHALL OPERATE AT THE SAME SPEED TO MAINTAIN REQUIRED
SUPPLY AIRFLOW. AIR HANDLER TO RUN CONTINUOUSLY.
STARTUP: ON UNIT STARTUP, SUPPLY AND RETURN FANS START. SUPPLY FAN SPEED CONTROL AND SUPPLY AIR
TEMPERATURE CONTROL LOOPS ARE ACTIVE. RETURN AIR DAMPER IS FULLY OPEN, OUTDOOR AIR AND RELIEF
DAMPERS FULLY CLOSED FOR 5 MIN. (ADJ) WITH RETURN FAN TRACKING CFM SETPOINT SET TO NULL (ADJ).
NORMAL OPERATION: AFTER STARTUP, OUTDOOR AIR DAMPER TO FULLY (ADJ) OPEN ON PROVED FAN OPERATION
AND RETURN FAN CFM TRACKING OFFSET TO INCREASE TO SETPOINT.
ALARM IF OUTDOOR AIR FLOW CFM FALLS BELOW 8,000 CFM (ADJ).
SUPPLY AIR TEMPERATURE: THE SUPPLY AIR CONTROL LOOP SHALL PERFORM AS DESCRIBED BELOW:
a. BELOW 70°F (ADJ) OAT:
i. MODULATE THE ECONOMIZER DAMPERS TO MAINTAIN MIXED AIR TEMPERATURE AT SETPOINT.
MIXED AIR SETPOINT SHALL TRACK SUPPLY AIR TEMPERATURE SETPOINT MINUS 3°F (ADJ) TO
ACCOUNT FOR TEMP RISE ACROSS FANS.
ii. ECONOMIZER DAMPER SPAN IS AS FOLLOWS:
DAMPER % OPEN % OPEN
OAD 100 (ADJ) 100
RAD 100 (ADJ) 0
EAD 0 (ADJ) 100
iii. ONCE THE EAD DAMPERS ARE 100% (ADJ) OPEN AND THE TEMPERATURE RISES, THE COOLING COIL
CONTROL VALVE SHALL BE MODULATED TO MAINTAIN SUPPLY AIR SETPOINT.
iv. IF THERE IS A DROP IN SUPPLY AIR TEMPERATURE, THE COOLING COIL CONTROL VALVE SHALL BE
MODULATED CLOSED AND THE ECONOMIZER DAMPERS SHALL BE MODULATED TOWARD THE
MINIMUM POSITION.
v. PREHEAT: ONCE THE OUTDOOR AIR DAMPER IS AT THE MINIMUM POSITION AND THE PREHEAT
TEMPERATURE REMAINS BELOW SETPOINT, THE PREHEAT COIL SHALL BE MODULATED OPEN TO MAINTAIN
PREHEAT AIR TEMPERATURE AT SETPOINT. PREHEAT AIR SETPOINT SHALL TRACK SUPPLY AIR
TEMPERATURE SETPOINT MINUS 5°F (ADJ) TO ACCOUNT FOR TEMP RISE ACROSS FANS AND TO KEEP
PREHEAT SHUT UNLESS REQUIRED FOR EXTREME COLD OAT.
b. ABOVE 70°F (ADJ) OAT:
THE ECONOMIZER SHALL BE FIXED IN MINIMUM POSITION AND THE COOLING COIL CONTROL VALVE SHALL
MODULATE TO MAINTAIN SUPPLY AIR TEMPERATURE SETPOINT.
c. RESET SUPPLY AIR DISCHARGE TEMPERATURE FROM 53°F TO 60°F (ADJ) AS OUTDOOR AIR TEMPERATURE
VARIES FROM 70°F TO 30°F . IN THE EVENT THE RETURN AIR HUMIDITY EXCEEDS 5 0% RH. THE UNIT SUPPLY
TEMPERATURE SHALL BE RESET TO 53°F AND SHALL IDENTIFY THIS ON THE OWS GRAPHICS. AFTER 15
MINUTES THE SUPPLY TEMPERATURE SHALL BE RESET UP IN 2°F INCREMENTS EVERY 10 MINUTES.
SAFETIES: FURNISH SAFETIES AS FOLLOWS TO PROVIDE ALARM, SHUT OFF SUPPLY AND RETURN FANS, AND CLOSE
OUTDOOR AND RELIEF DAMPER:
a. COOLING COIL INLET TO HAVE TWO (2) OR MORE SAFETY LOW LIMIT THERMOSTATS WIRED IN SERIES TO
BREAK BELOW 38°F (ADJ). ON ALARM PREHEAT AND CHILLED WATER CONTROL VALVES OPEN 100% (ADJ).
b. SUPPLY HIGH LIMIT STATIC PRESSURE SWITCH SET TO 4.0" W.G. (ADJ).
c. RETURN DUCT LOW LIMIT STATIC SENSOR SWITCH SET TO (-)3.5" W.G. (ADJ).
d. IN THE EVENT OF SMOKE (AHU SUPPLY OR RETURN DUCT DETECTOR), THE SMOKE ISOLATION DAMPER
CLOSES IN ADDITION TO THE SHUTDOWN DESCRIBED ABOVE.
SEQUENCE OF OPERATION:
1.
2.
3.
4.
5.
SUPPLY FAN SPEED: STATIC PRESSURE SENSOR LOCATED 90% OF DISTANCE THROUGH SUPPLY DUCT AND FAN
DISCHARGE STATIC PRESSURE SENSOR LOCATED IN AHU DISCHARGE TO FUNCTION WITH SUPPLY FAN VARIABLE
FREQUENCY DRIVES CONTROL LOOP TO MODULATE SUPPLY FAN SPEED TO ACHIEVE DUCT STATIC PRESSURE
INITIALLY SET AT 1.25" W.G. (ADJ), FINAL SETPOINT BY TAB, NOT TO EXCEED DISCHARGE PRESSURE OF 3.9" W.G.
(ADJ). BOTH SUPPLY FANS OPERATE AT THE SAME SPEED.
a. IF ZERO OR ONE (ADJ) CRITICAL TERMINAL BOXES INDICATE A 95% DAMPER POSITION, THE STATIC
PRESSURE SETPOINT SHALL DECREASE AT A RATE OF 0.1" W.G. EVERY 5 MINUTES (ADJ).
b. IF TWO OR THREE (ADJ) CRITICAL TERMINAL BOXES IN THE SYSTEM INDICATE 95% OPEN DAMPER
POSITION, HOLD THE STATIC PRESSURE AT CURRENT SETPOINT.
c. IF FOUR (ADJ) OR MORE CRITICAL TERMINAL BOXES IN THE SYSTEM INDICATE 95% OPEN DAMPER
POSITION, THE SETPOINT SHALL INCREASE AT A RATE OF 0.1" W.G. EVERY 5 MINUTES.
d. DUCT STATIC PRESSURE SETPOINT SHALL HAVE A MINIMUM AND MAXIMUM RANGE OF TAB SETPOINT +/-
0.3” WG (ADJ) .
RETURN FAN SPEED: RETURN FANS VSC CONTROL LOOP TO BE CONTROLLED THROUGH VELOCITY PRESSURE
SENSORS MEASURING AIR VOLUME THROUGH AIR MEASURING PIEZOMETER STATIONS IN SUPPLY AND RETURN FAN
INLET CONES SO AS TO ALLOW FANS TO TRACK SUPPLY VOLUME WITH DIFFERENTIAL FOR BUILDING EXHAUST.
DIFFERENTIAL SETPOINT TO BE 10,000 CFM (ADJ). BOTH RETURN FANS OPERATE AT THE SAME SPEED TO MAINTAIN
REQUIRED RETURN AIRFLOW.
FILTER SWITCH: FILTER DIFFERENTIAL PRESSURE SWITCHES ALARM AS NOTED - PRE-FILTER: 1.0" WG (ADJ), FINAL
FILTER: 1.5" WG (ADJ).
HUMIDIFICATION: HUMIDIFICATION CONTROL LOOP EMPLOYS SENSORS IN RETURN AIR AND SUPPLY DUCT TO
MODULATE HUMIDIFIER ACTUATOR. CONTROL POINTS:
a. RETURN AIR (CONTROL) - 30%
b. SUPPLY AIR (HIGH LIMIT) – 85% (ADJ)
c. HUMIDIFIER ACTUATOR CLOSES ON LOSS OF AIRFLOW, ABOVE 70°F OAT, AND ON BACKUP HIGH LIMIT
CONTROLLER SET TO 90%.
d. ON UNIT START-UP, HUMIDIFIER SHALL BE LOCKED OUT FOR 5 MINUTES.
SHUTDOWN: ON AHU SHUTDOWN OTHER THAN LOW LIMIT SAFETY, OUTDOOR AND RELIEF DAMPERS CLOSE,
RETURN DAMPER OPENS, AND HUMIDIFIER AND COOLING COIL ACTUATORS CLOSE. MAINTAIN PREHEAT AIR
SETPOINT 60°F (ADJ) BY MODULATING PREHEAT COIL VALVE. HEATING COIL ACTUATORS CLOSE. LOSS OF A SINGLE
FAN SHALL NOT SHUT DOWN THE UNIT.
FAN ISOLATION DAMPERS: ANYTIME A SUPPLY OR RETURN FAN STOPS, ITS ISOLATION DAMPER CLOSES. ON
STARTUP THE ISOLATION DAMPER OPENS RAPIDLY. IN THE EVENT ONE FAN IS STARTED WHILE THE OTHER IS
ALREADY IN OPERATION, THE BRAKE HOLD FEATURE OF THE DRIVE SHALL BE USED TO ALLOW THE SUPPLY FAN TO
AVOID BACKWHEELING FROM THE OTHER FAN ALREADY IN OPERATION. MINIMUM SPEED, RAMP SPEED AND TIME
DELAY TO BE TESTED AND COORDINATED IN FIELD PRIOR TO SYSTEM COMMISSIONING.
7.
8.
9.
10.
11.
12.
6.
120/60/1
EMER. POWER
TO PANEL AND UPS,
DISCONNECT BY EC
LAN (BY ECC)
DDC PANEL
(INSERT NAME)
TO NETWORK
CONTROLLER
& OWS
UPS
BI-9
BI-11
LOW
BATTERY ON
BATTERY
10
11
T
T
T
AI-16
12 10
10 11
TO FAN
VFC
SAFETY
TO FAN
VFC
SAFETY
10
10
TO FAN
VFC
SAFETY
10
BO-5
TO SUPPLY &
RETURN FANS
TO F.A. ANNUNCIATOR
BY E.C.
BY E.C.
CONTROLLER
LPS
E
2' > PLUME
(HL)
HUMIDIFIER
AO-5
HTE AFS
6 7
11
NOTES:
DAMPERS TO BE INTEGRAL WITH AHU; ACTUATORS BY ECC.
THRU THE LAN, VFC TO TRANSMIT TO BAS STATUS AND ALARMS OF ALL DATA AVAILABLE. VFC
SUPPLIER TO FURNISH INTEGRAL COMMUNICATION CARD. ECC TO MAP ALL OWNER REQUESTED
INFORMATION POINTS. NOTE THAT ENERGIZING SIGNAL AND SPEED CONTROL ARE HARD WIRED TO
DDC TO ENSURE OPERATION ON LOSS OF LAN.
AIR FLOW MEASURING STATION INTEGRAL TO FAN. VP BY ECC.
LOCATE 3" FROM COOLING COIL INLET.
UPS BY ECC TO ALLOW ALL CONTROL AND ALARM LOOPS TO REMAIN IN OPERATION FOR 5
MINUTES FOLLOWING ELECTRICAL "BLIP" OR FULL SHUTDOWN. UPS TO BE COMPLETE WITH
MAINTENANCE BYPASS SWITCH TO ACCOMMODATE BATTERY MAINTENANCE. TO BE MOUNTED
ADJACENT TO DDC CONTROLLER.
SECONDARY HIGH LIMIT HUMIDITY CONTROL FURNISHED, INSTALLED AND CALIBRATED BY ECC.
AIR FLOW SWITCH FURNISHED, INSTALLED AND ADJUSTED BY ECC.
VSC FURNISHED, INSTALLATION, WIRING, AND COMMISSIONED BY EC.
ECC TO REFER TO ELECTRICAL DETAILS OF SMOKE DAMPERS REQUIRED BY NFPA 90A FOR
INSTALLATION IN SUPPLY AND RETURN DUCTS. IN THE EVENT OF SMOKE THE DAMPERS
CLOSE AND SUPPLY AND RETURN FANS ARE SHUTDOWN. (DAMPERS AND ACTUATORS TO BE
FURNISHED AND INSTALLED BY SHEET METAL CONTRACTOR, ALL CONTROL AND INTERLOCK
WIRING OF THIS CONTROL LOOP BY EC.)
SPRING RETURN OPEN UPON LOSS OF POWER.
SPRING RETURN CLOSED UPON LOSS OF POWER.
OA AFMS BY ECC.
UNIT MANUFACTURER SHALL PROVIDE ALL SAFETIES AND CONTROL SEQUENCE LOGIC TO
ACHIEVE SEQUENCE OF OPERATION.
1
2
3
4
5
6
7
8
9
10
11
12
13
13
FI
N
A
L
F
I
L
T
E
R
∆P
BI-2
1
1
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
A
M
W
e
l
c
h
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
AL
_
v
2
0
1
5
_
A
M
W
e
l
c
h
.
r
v
t
10
/
1
/
2
0
1
5
3
:
5
3
:
2
6
P
M
08910004
21 SEPT 2015
JES
AAW
JES HPE3.1
TEMPERATURE CONTROL
SCHEMATICS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE 1 AHU-2 CONTROL SCHEMATIC
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
I/P
I/P
I/P
PRT
I/P
VAV
TERMINAL
BOXES
SUPERVISORY
NETWORK
CONTROLLER
FIELD LEVEL
NETWORK BY
ECC
BY ECC
INTERNET
CONNECTION
BY OWNER
(NIC)
FIREWALL
(BY OWNER)
TO OWNERS
INTRANET
ETHERNET
SERVER
- ETHERNET
BY ECC
ETHERNET
SWITCH
(BY ECC)
NOTES:
115/1 BY E.C.
24/60 BY ECC.
SERVER (BY ECC/OWNER).
OWS (BY ECC/OWNER).
PROVIDE PROPER NUMBER OF SUPERVISORY
CONTROLLERS TO ACCOMMODATE QUANTITY OF
FIELD LEVEL CONTROLLERS. CAPACITY SHALL
INCLUDE EXPANSION FOR FUTURE. ECC SHALL
COORDINATE AND PROVIDE ELECTRICAL POWER
AND NETWORK ACCESS TO ALL SUPERVISORY
CONTROLLERS.
460/3 BY E.C.
EXISTING BUILDING CONTROL SYSTEM IS NIAGRA
TRIDIUM. ECC SHALL PROVIDE ALL NEW NETWORK
SUPERVISORY CONTROLLERS AS WELL AS
EQUIPMENT SPECIFIC CONTROLLERS THAT
INTERFACE WITH THE EXISTING SYSTEM. ALL
FUNCTIONALITY SHALL BE AVAILABLE INCLUDING
TREADING, CHANGING SET POINTS, OVERRIDES,
ETC. SHALL BE PROVIDED TO THE OWNER AT THE
END OF THE PROJECT AT THEIR CURRENT OWS.
REFER TO BID PACKAGE #2 DOCUMENTS FOR
EQUIPMENT AND CONTROL SEQUENCE SPECIFICS.
AHU-2
DDC
SUB-COOLING
CHILLER 1
FCU DDC
AHU-1
DDC
MUAU-1
DDC
- LAN
CONNECTION
BY OWNER'S IT
PROVIDER -
TYPICAL PER
SUPERVISORY
CONTROLLER
FINNED TUBE
DDC
ISOLATION
ROOM ∆PM
1
2
3
4
5
6
7
2
2
2
5 6
3
1 4
1
1
1
1
1
1
1
2
VSC
78
8
8
8
8
8
8
8
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
A
M
W
e
l
c
h
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
AL
_
v
2
0
1
5
_
A
M
W
e
l
c
h
.
r
v
t
10
/
1
/
2
0
1
5
3
:
5
3
:
2
7
P
M
08910004
21 SEPT 2015
JES
AAW
JES HPE4.1
TEMPERATURE CONTROL
SCHEMATICS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE 2 BAS ARCHITECTURE
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
UP
UP
MA
N
I
F
O
L
D
RO
O
M
10
9
0
BI
O
-
H
A
Z
A
R
D
10
4
9
RE
C
E
I
V
I
N
G
10
4
8
BU
L
K
ST
O
R
A
G
E
10
5
0
NO
R
M
A
L
EL
E
C
10
5
2
EM
E
R
E
L
E
C
10
5
3
ME
P
10
5
4
ST
A
I
R
S2
-
1
DI
S
C
H
A
R
G
E
VE
S
T
I
B
U
L
E
10
2
3
WA
T
E
R
SE
R
V
I
C
E
10
2
4
ST
A
I
R
S1
-
1
80
"
X
1
6
"
76
"
X
1
6
"
DD
C
Sy
s
t
e
m
Pa
n
e
l
HG.
7
G.
1
GF.
2
FE.
8
E.
1
EDC.
8
C.
7
C.
2
CBA
1
1.
8
2
2.
4
2.
6
3 3.
1
4
4.
1
4.
4
4.
5
5
5.
5
5.
7
6
6.
2
7
4
5
11
2
"
X
1
6
"
1
2
54
"
X
1
6
"
24
"
X
1
6
"
3
SD
SD
SD
SD
DD DD
DD DD
SH
E
L
L
SP
A
C
E
10
0
EL
E
C
.
CL
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-
1
1
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GENERAL NOTES A. SMOKE DAMPERS SHALL CLOSE IN THE EVENT OF ANY SPACE SMOKE DETECTOR OR DUCT DETECTOR ANNUNCIATING AS WELL AS DE-ENERGIZING THE AIR-HANDLERS AHU-1 AND AHU-2. AREA A EXIST. AREA B 9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVED CLIENT NO. PROJECT NO. KEYPLAN PLAN NORTH INDIANA SPINE HOSPITAL
C
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08910004 21 SEPT 2015 JES AAW JES H210.1FIRST FLOOR HVAC PLAN AREA A 0891 CONSTRUCTION DOCUMENTS
1
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PLAN NOTES 1 24"X16" GENERAL EXHAUST (EF-1) UP TO SECOND FLOOR. REFER TO DRAWING H220.1 FOR CONTINUATION. 2 54"X16" SUPPLY DUCT (RTU-1) UP TO SECOND FLOOR. RE FER TO DRAWING H220.1 FOR CONTINUATION. 3 80"X16" RETURN DUCT (RTU-1) UP TO SECOND FLOOR. RE FER TO DRAWING H220.1 FOR CONTINUATION. 4 76"X16" SUPPLY DUCT (RTU-2) UP TO SECOND FLOOR. RE FER TO DRAWING H220.1 FOR CONTINUATION. 5 112"X16" RETURN DUCT (RTU-2) UP TO SECOND FLOOR. R EFER TO DRAWING H220.1 FOR CONTINUATION. MARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1 11
DN
STAIR
S1-2
STAIR
S2-2
112" X 16"
24" X 16"
H
G.7
G.1 G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 33.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
84" X 24"
112" X 16"
4
5
7
2
3
6
1
SD
DD
DD
SHELL
SPACE
002
DATA
CLOSET
2061
ELEVATOR
E2-2
ELECTRICAL
CLOSET
2030
ELEVATOR
E1-2
1
1
GENERAL NOTES
A. SMOKE DAMPERS SHALL CLOSE IN THE EVENT OF ANY SPACE SMOKE DETECTOR OR
DUCT DETECTOR ANNUNCIATING AS WELL AS DE-ENERGIZING THE AIR-HANDLERS
AHU-1 AND AHU-2.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
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08910004
21 SEPT 2015
JES
AAW
JES H220.1
SECOND FLOOR HVAC
PLAN AREA A
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 SECOND FLOOR HVAC PLAN - AREA A
PLAN NOTES
1 24"X16" GENERAL EXHAUST (EF-1) DOWN TO FIRST FLOOR. REFER TO DRAWING H210.1 FOR
CONTINUATION.
2 54"X16" SUPPLY DUCT (RTU-1) DOWN TO FIRST FLOOR. REFER TO DRAWING H210.1 FOR
CONTINUATION.
3 80"X16" RETURN DUCT (RTU-1) DOWN TO FIRST FLOOR. REFER TO DRAWING H210.1 FOR
CONTINUATION.
4 76"X16" SUPPLY DUCT (RTU-2) DOWN TO FIRST FLOOR. REFER TO DRAWING H210.1 FOR
CONTINUATION.
5 112"X16" RETURN DUCT (RTU-2) DOWN TO FIRST FLOOR. REFER TO DRAWING H210.1 FOR
CONTINUATION.
6 50"X24" RETURN DUCT (RTU-1) UP TO ROOF. TAP INTO THE TOP OF THE DUCT WITH A BOOT
TAP. REFER TO DRAWING H230.1 FOR CONTINUATION.
7 125"X25" RETURN DUCT (RTU-2) UP TO ROOF. REFER TO DRAWING H230.1 FOR
CONTINUATION.
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
EF-3
EF-2
EF-1
H
G.7
G.1 G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 33.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
AHU-2
AHU-1
EF-4
EF-5
H700.1
4
H700.1
4
H700.1
2
H700.1
2
1
2.
1
2
.
.
1
1
1
1
1
1
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
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08910004
21 SEPT 2015
JES
AAW
JES H230.1
ROOF HVAC PLAN -
AREA A
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 NEW ROOF HVAC PLAN - AREA A
PLAN NOTES
1 UNIT MANUFACTURER SHALL PROVIDE UNIT ROOF CURB THAT ALLOWS FOR A TRANSITION
OF DUCT SIZE BETWEEN THE AIR-HANDLER AND DUCT SIZE SHOWN ON PLAN. THE
TRANSITION SHALL NOT EXCEED 0.25" DROP AT FULL LOAD CONDITIONS.
2 MC SHALL LOCATE UNIT SUCH THAT AMPLE ROOM EXISTS TO MAINTAIN FILTERS AND GAS
HEAT AS WELL AS REPLACE COOLING COIL.
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
H
G
F.2
E.1
C.8
C.7
C.2
B
A
7
8 9 10
11
EF-3
1
1
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
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08910004
21 SEPT 2015
JES
AAW
JES H231.1
ROOF HVAC PLAN -
AREA B
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 NEW ROOF HVAC PLAN - AREA B
PLAN NOTES
1 12"X12" DECONTAM EXHAUST DUCT DOWN TO SECOND FLOOR. EXTEND 12"X12" 18" BELOW
ROOF AND CAP FOR FUTURE CONNECTION IN INTERIOR BUILD-OUT.
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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08910004
21 SEPT 2015
JES
AAW
JES H500.1
HVAC SCHEDULES
0891
CONSTRUCTION
DOCUMENTS
FAN SCHEDULE
TAG LOCATION
AREA
SERVED CFM
S.P. (IN.
W.G.) ARRANGEMENT FAN RPM MAX. BHP
MOTOR
SOUND POWER (MAX. DB) PER OCTAVE BAND (NOTE: INLET SOUND
FOR RETURN AND EXHAUST FANS; OUTLET SOUND FOR SUPPLY
FANS)
BE
L
T
D
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E
DI
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BI
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D
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GR
A
V
I
T
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B
D
D
RO
O
F
C
U
R
B
UN
I
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D
.
D
I
S
C
.
S
W
.
AL
L
A
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U
M
I
N
U
M
WEIGHT
(LBS)
DESIGN REFERENCE
NOTES HP RPM VOLTS PHASE CYCLE
EMERGENCY
POWER 63Hz 125Hz 250Hz 500Hz 1000Hz 2000Hz 4000Hz 8000Hz MANUFACTURER MODEL
EF-1 ROOF GENERAL 5250 1.25 UPBLAST 1056 2.03 3 1725 460 3 60 79 82 86 79 74 72 67 64 Yes No Yes Yes Yes Yes Yes 221 GREENHECK CUBE-240HP-30 1
EF-2 ROOF GENERAL 4000 1.00 UPBLAST 1140 1.7 2 1140 460 3 60 74 81 89 78 70 71 67 62 No Yes Yes Yes Yes Yes Yes 215 GREENHECK CUE-200-B 1
EF-3 ROOF DECONTAM 1000 1.00 UPBLAST 1725 0.29 1/3 1725 120 1 60 70 72 75 68 60 62 57 52 No Yes Yes Yes Yes Yes Yes 100 GREENHECK CUE-101 1, 2
EF-4 ROOF ISOLATION 1250 0.75 UPBLAST 1432 0.27 1/2 1725 120 1 60 77 78 82 69 64 65 57 49 No Yes Yes Yes Yes Yes Yes 108 GREENHECK CUE-121-VG 1, 2, 3
EF-5 ROOF MANIFOLD
ROOM
250 0.50 UPBLAST 1488 0.05 1/6 1725 120 1 60 71 74 69 61 57 53 47 41 No Yes Yes Yes Yes Yes Yes 58 GREENHECK CUE-085-VG 1, 3
ROOF-MOUNTED PACKAGED AIR HANDLING UNIT SCHEDULE
TAG
AREA
SERVED
SUPPLY
CFM
MIN.
OUTSIDE
CFM
SUPPLY AIR FAN
AMBIENT
TEMP
(ºF)
RETURN AIR FAN COOLING COIL DATA (DIRECT EXPANSION) GAS HEATING CONDENSING SECTION PRE-FILTERS FINAL FILTERS ELECTRICAL CONNECTION
OPERATING
WEIGHT
(LBS.)
DESIGN REFERENCE
NOTES
ESP
(IN
WG)
FAN
RPM
MOTOR
RPM
MOTOR
HP VSC
ESP
(IN WG)
FAN
RPM
MOTOR
RPM
MOTOR
HP VSC
COOLING
CFM
ENTERING AIR
(ºF)
LEAVING AIR
(ºF)
TOTAL
MBH
SENSIBLE
MBH
MAX COIL
P.D. (IN
WG.)
MAX
INPUT
MBH
MIN
OUTPUT
MBH
COMPRESSOR(S) CONDENSER FAN(S)
TYPE
EFFICIENCY
(MERV) TYPE
EFFICIENCY
(MERV) FLA MCA MOCP VOLT PHASE MANUFACTURER MODEL DB WB DB WB QTY.
RLA.
(EACH) QTY.
MOTOR
HP
FLA.
(EACH)
AHU-1 1ST & 2ND FLOOR 42,000 12,600 2.00 1650 1760 2 @ 40 YES 95 °F 0.75 in-wg 1077 1170 2 @ 7.5 YES 42,000 80 67 54 53 1,644.3 1,184.8 0.83 800 640 4 53.1 8 1.5 3.6 2" PLEATED, T.A. 8 12" RIGID 14 367 380 400 460 3 17,800 AAON RN1403 1 THRU 12
AHU-2 O.R.'S & SUPPORT 13,500 4,300 4.25 1718 1760 2 @ 20 YES 95 °F 0.75 in-wg 1035 1760 1 @ 5 YES 13,500 81 67 48 47 707.0 611.0 0.32 540 432 4 26.9 6 0.75 1.8 2" PLEATED, T.A. 8 12" RIGID 14 182 189 200 460 3 7,800 AAON RN0703 2 THRU 12
NOTES:
1. UNIT SHALL HAVE TWO (2) PHYSICALLY SEPARATED ELECTRICAL POWER CONNECTIONS WHICH SHALL BE TERMINATED WITH TWO (2) NON-FUSED WEATHERPROOF (NEMA 3R) DISCONNECT SWITCHES. ONE (1) CONNECTION SHALL BE DESIGNED FOR THE COMPRESSOR(S), CONDENSER FAN(S), AND COOLING CONTROLS WHICH ALL SHOULD BE ON “NORMAL” POWER (DISCONNECT SWITCH BE BY UNIT
MANUFACTURER). ONE (1) CONNECTION SHALL BE DESIGNATED FOR THE COMBUSTION AIR FAN, HEATING CONTROLS, SUPPLY AIR FANS, AND RETURN FANS WHICH ALL SHOULD BE ON “EMERGENCY” POWER (DISCONNECT SWITCH BY EC). ALL INTERNAL WIRING, ELECTRICAL DEVICES, ETC. SHALL BE FACTORY INSTALLED. CONTROL COMPONENTS SHALL ALL BE ON "EMERGENCY" POWER CONNECTION.
2. UNIT SHALL HAVE MODULATING GAS BURNER CAPABLE OF 10:1 TURN-DOWN.
3. UNIT SHALL BE INSTALLED ON “THYBAR CORPORATION” FILTER/ROOF CURBS OR ACCEPTABLE EQUIVALENT. ALL CURBS SHALL BE SEISMIC RATED AND BE PROVIDED WITH AN AIR DISPERSION SYSTEM. PROVIDE ACCESS DOOR ON BOTH SIDES OF CURB TO ACCESS FILTERS. CURB SHALL ACCEPT 12" DEEP MERV 14 FILTERS IN 12"X24" SIZES ONLY. FACE VELOCITY SHALL NOT EXCEED 500 FPN.
4. PROVIDE TWO (2) SETS OF PREFILTERS AND TWO (2) SETS OF FINAL FILTERS WITH UNIT.
5. PROVIDE AN EQUIPMENT VIBRATION ISOLATION RAIL ADAPTABLE FOR THE SPECIFIED FILTER ROOF CURBS. ALL RAILS SHALL BE SEISMIC RATED.
6. PROVIDE HOT GAS BYPASS AND A MODULATING HOT GAS REHEAT COIL FOR UNIT.
7. PROVIDE REFRIGERATION SYSTEM SIGHT GLASS AND COMPRESSOR ISOLATION VALVES FOR UNIT.
8. UNIT SUPPLY AIR AND RETURN AIR FANS SHALL BE EQUIPPED WITH A FACTORY INSTALLED VARIABLE FREQUENCY DRIVES (VFD’s). VFD's FOR RTU-2 SHALL HAVE ELECTRONIC BYPASS.
9. COOLING COIL CASING AND DRAIN PAN SHALL BE STAINLESS STEEL.
10. UNIT SHALL HAVE A 120 VAC GFCI CONVENIENCE OUTLET, FACTORY MOUNTED AND WIRED.
11. DIVISION 23 CONTRACTOR (MC) SHALL VERIFY THE UNIT MANUFACTURER RECOMMENDED CLEARANCES AROUND THE UNIT FOR PROPER ACCESS AND OPERATION.
12. REFER TO ELECTRICAL SHEET E330.1 (WHICH IS A ROOF PLAN) FOR WEATHERPROOF DISCONNECT SWITCH SIZES CONNECTED TO THE HEATING SYSTEM PORTION AND THE COOLING SYSTEM PORTION OF THE ROOFTOP UNIT.
NOTES:
1. PROVIDE AND FIELD INSTALL NEMA-3R NON-FUSED DISCONNECT SWITCH ON THE OUTSIDE OF THE EXHAUST FAN.
2. PROVIDE 36" TALL ROOF CURB.
3. PROVIDE SPEED CONTROLLER CAPABLE OF RECEIVING 0-10 VDC INPUT. FAN MANUFACTURER TO PROVIDE TRANSFORMER.
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
1
1
MINIMUM 18 GAUGE DUCT
BACKDRAFT DAMPER
ROOF OPENING
SEAL OPENING AIRTIGHT
ROOF DECK
CURB FASTENING FLANGE
ROOFING TO EXTEND UP AND
OVER TOP OF CURB
ROOF INSULATION
CURB
ROOF DECK
STAINLESS STEEL
SHAFT
FULLY WELDED ONE
PIECE WINDBAND
ALUM. HOUSING WITH
STAINLESS FASTENERS GRIP NOTCH BELTS.
TWO GROOVE PULLEY.
TEFC MOTOR WITH HEAT BAFFLE AND WIRING
PIGTAIL IN LIQUID TIGHT FLEXIBLE CONDUIT.
ALUMINUM BIRDSCREEN
COOLING TUBE
NEMA 3R DISC. SW.
BY UNIT MFR.
ALUMINUM FAN WHEEL
BASE WITH
RUBBER CURB SEAL
FAN CURB CAP
SEE ROOF CURB DETAIL
ROOF INSULATION
SECURE CURB TO ROOF
USING FASTENERS AT 12" O.C.
BEFORE APPLYING ROOF
INTERNALLY LINED DUCTWORK
WITH 1" FIBERGLASS INSULATION
SECURE FAN TO CURB WITH SHEET
METAL SCREWS 12" O.C. ALL AROUND
2
3
1
NOTES:
CURB AND EXHAUST FAN SHALL BE FROM SAME MANUFACTURER.
BACKDRAFT DAMPER SHALL BE TWO WHEEL DIAMETERS FROM INLET CONE. ALL DUCT CONNECTIONS SHALL BE BELOW BACKDRAFT DAMPER.
LABEL FAN "BIOHAZARD" UTILIZING OWNER'S LETTERING SCHEME FOR EXHAUST FROM ISOLATION ROOMS, AUTOPSIES AND AS
DIRECTED BY OWNER.
1
2
3
HVAC UNIT - ANCHOR TO ROOF CURB
GASKET
COUNTER FLASHING
WOOD NAILER
FACTORY PREFABRICATED
ROOF CURB WITH INSULATION
AND METAL LINER
WOOD NAILER (OPTIONAL)
FIELD APPLIED CANT
FLASHING
METAL ROOF DECKING
SECURE CURB
TO STRUCTURE CHANNEL FILLERS (TYPICAL)
STRUCTURAL STEEL
MI
N
I
M
U
M
1
6
"
NOTES:
ROOF CURBS SHALL BE FACTORY PREFABRICATED.
ROOF CURBS SHALL BE PROVIDED WITH PROPERLY DESIGNED FABRICATED LEVELING DEVICES, SO THE HVAC
EQUIPMENT IS LEVEL AND THE ROOF CURB INSTALLATION MATCHES THE ROOF SLOPE.
PROVIDE PERIMETER ANGLE SUPPORT AT ALL SIDES BETWEEN STRUCTURAL STEEL. SIZE OF ANGLE SHALL BE
BASED ON LOAD. MINIMUM SIZE SHALL BE 4"X4"X1/4".
ROOF CURBS SHALL NOT REST ON ROOF INSULATION.
RESLOPE ROOFING TO PROVIDE ADEQUATE DRAINAGE.
COORDINATE LOCATION OF ROOF CURB WITH STRUCTURAL STEEL MEMBERS WHERE POSSIBLE.
ROOFING INSULATION SHALL BE CONTINUOUS UNDER HVAC EQUIPMENT (AHUS, ETC.).
1
2
3
4
5
6
7
VIBRATION ISOLATION AND SEISMIC
RESTRAINT FOR ALL EQUIPMENT
16 GAUGE GALVANIZED SHEET METAL
CURB TOP, FULLY WELDED, WATERTIGHT,
ONE PIECE CONSTRUCTION.
WOOD TWO LAYERS OF 1"
TREATED PLYWOOD SPANNING
ENTIRE CURB. ATTACH TO
CURB EVERY 12" O.C.
MAXIMUM AND TO EACH
OTHER. PROVIDE CURB
CROSS-MEMBER SUPPORT
CHANNELS AS REQUIRED.
WOOD NAILER (OPTIONAL)
METAL LINER
FACTORY PREFABRICATED
ROOF CURB WITH INSULATION
COUNTER FLASHING AND MEMBRANE AS
REQUIRED TO MAINTAIN ROOFING WARRANTY
EQUIPMENT - ANCHOR TO ROOF CURB
AS REQUIRED TO MEET SEISMIC FORCES
8" MINIMUM OR TALLER AS
REQUIRED FOR ROOFING WARRANTY
BALLAST (IF UTILIZED)
FINISHED ROOF LINE
FLASHING
BY G.C.
INSULATION
CONCRETE ROOF SLAB
SECURE CURB TO STRUCTURE
WITH SEISMIC ANCHORS SPACED
AS REQUIRED TO MEET SEISMIC
FORCES. MAXIMUM SPACING 12" O.C.
MI
N
I
M
U
M
1
6
"
NOTES:
ROOF CURBS SHALL BE FACTORY PREFABRICATED.
ROOF CURBS ON SLOPED STEEL SHALL BE PROVIDED WITH PROPERLY DESIGNED FACTORY FABRICATED PITCHED
CURBS (LEVELING DEVICES AND SHIMS NOT ALLOWED), SO THE HVAC EQUIPMENT IS LEVEL AND THE ROOF CURB
INSTALLATION MATCHES THE ROOF SLOPE.
PROVIDE PERIMETER ANGLE SUPPORT AT ALL SIDES BETWEEN STRUCTURAL STEEL. SIZE OF ANGLE SHALL BE BASED
ON LOAD. MINIMUM SIZE SHALL BE 4"X4"X1/4".
ROOF CURBS SHALL NOT REST ON ROOF INSULATION.
RESLOPE ROOFING AS REQUIRED TO PROVIDE ADEQUATE DRAINAGE AROUND CURB.
COORDINATE LOCATION OF ROOF CURB WITH STRUCTURAL STEEL MEMBERS WHERE POSSIBLE.
ROOFING INSULATION SHALL BE CONTINUOUS UNDER HVAC EQUIPMENT. PROVIDE PERIMETER ANGLE SUPPORT ON
ALL FOUR SIDES BETWEEN STRUCTURAL ROOF STEEL. MINIMUM SIZE SHALL BE 4"X4"X1/4" UNLESS NOTED OTHERWISE
ON STRUCTURAL DRAWINGS.
1
2
3
4
5
6
7
UNIT TYPE A B
DRAW THROUGH
BLOW THROUGH
P + 1" P/2 + 1"
2" MIN. 2P
P = STATIC PRESSURE AT DRAIN PAN
UNIT
FCU- X
AHU- X
P (IN W.G.)
0.8
3.0
A
(IN)
B
(IN)
1.8
4.0
1.4
2.5
1"
FLOOR
DRAIN CUT OUT LID OF FLOOR SINK AND DEPRESS
TRAP INTO FLOOR SINK IF REQUIRED TO
MEET HEIGHT REQUIREMENTS.
ENTIRE
CONDENSATE
DRAIN SHALL BE
C MINIMUM.
DRAIN PAN
DRAIN LINE SHALL BE AT LEAST
THE SAME SIZE AS THE NIPPLE
ON THE DRAIN PAN
CLEAN OUT
PITCH DOWN
TOWARD DRAIN
CLEAN OUT
INSULATE ENTIRE
DRAIN ASSEMBLY
WITH ELASTOMERIC.
B
A
C
(IN)
0.75
1.5
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
AL
_
v
2
0
1
5
_
A
M
W
e
l
c
h
.
r
v
t
10
/
1
/
2
0
1
5
3
:
5
3
:
2
4
P
M
08910004
21 SEPT 2015
JES
AAW
JES H700.1
HVAC DETAILS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE 1 FAN UPBLAST DETAIL
NO SCALE 3 ROOF CURB DETAIL
NO SCALE 4 ROOF CURB WITH TOP DETAIL
NO SCALE 2 CONDENSATE DRAIN TRAP DETAIL
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
4
4
ECO
13784 SF
FCO
FCO
ECO
ECO
1
6 1
9
4
3
1
1
1
9
4 9
4
4
3
3
4
1
ECO
8" STORM SEWER
INV. = 874.87'
8167 SF
6" SAN SEWER
INV. = 873.62'
10" STORM SEWER
INV. = 873.87'
13784 SF
4" S
6" ST 8" ST
6"
S
(
C
I
)
FINISHED FLOOR
ELEVATION = 879.37'
1
5
6"
F
P
4"
D
C
W
4"
F
P
11
10 5
4" S
6"
S
(
C
I
)
FCO
4"
S
3" S
4
3
8" ST
6" S(CI)
300 SF
300 SF 7
3748 SF
6" ST
6" ST
FCO
3"
S
T
7
3"
S
T
8167 SF
4" S
H
G.7
G.1
G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 3 3.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
1
1
4
2" S
4" S
2" S
2"
S
4" S
2"
S
1 1
4
3
3" S
4" S
1
9
2" S
4" S
4" S
3" S
3
6
4
4"
S
3
6
2" S
3" S
2"
S
6" ST
6"
S
T
3" S
4" S
2"
S
FCO
4" S
1
2
2
4
61
4" S
2" S
6" ST
44
6
6
FCO
2" S
4" S 4" S
1
1
1
1
1
6
6" S(CI)
1
6"
S
6"
S
(
C
I
)
FCO
FCO
4
3
6" S(CI)
4
4
4"
S
4
4"
S
3"
S
4
4"
S
NO PIPING ROUTED
BELOW SURGERIES
FCO
4" S
2" S
6" S(CI)
4"
S
4"
S
FCO
4
6
3
4" S
4"
S
4" S
4"
S
4"
S
FCO
1
FCO
4" S
4"
S
4
55
5
4" S(CI)
4"
S
(
C
I
)
5
4" S(CI)
6
6
6" ST
6" ST
8958SF
8
5
4" S
4" STORM SEWER
INV. = 876.87'
958 SF 4" STORM SEWER
INV. = 876.87'
1073 SF
8
4" STORM SEWER
INV. = 876.87'
1430 SF
8
4" STORM SEWER
INV. = 876.87'
1300 SF
1430SF
1300SF
2
2" S
2
6
2"
S
4" S
5
4" S(CI)
2" S
2" S
1
4" S
1073SF
6892 SF
4119 SF
3448 SF
6892 SF
4" ST 4" ST
5
4" S(CI)
1
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
\
U
s
e
r
s
\
S
B
a
l
e
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
s
b
a
l
e
s
.
r
v
t
10
/
1
/
2
0
1
5
1
1
:
0
8
:
0
0
A
M
08910004
21 SEPT 2015
JES
SRB
SRB P300.1
FOUNDATION PLUMBING
PLAN AREA A
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 FOUNDATION PLUMBING PLAN AREA A
PLAN NOTES
1 2" S UP. CAP 6" A.F.F. FOR FUTURE.
2 2" S UP TO FD.
3 3" S UP. CAP 6" A.F.F. FOR FUTURE.
4 4" S UP. CAP 6" A.F.F. FOR FUTURE.
5 4" S UP TO FS/FD.
6 2" V UP. CAP 6" A.F.F. FOR FUTURE.
7 3" ST UP.
8 4" ST UP.
9 6" ST UP.
10 4" FP(TO SIAMESE), 4" CITY WATER UP.
11 6" FP UP.
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
FCO
9
8
ECO
6"
S
T
6" STORM SEWER
INV. = 874.87'
5931 SF
6"
S
T
4" ST
6" ST
FINISHED FLOOR
ELEVATION = 879.37'
H
G
F.2
E.1
C.8
C.7
C.2
B
A
7
8 9 10
11 4
3
4" S
4" S(CI)
4" S(CI)
6"
S
(
C
I
)
4" S(CI)
5
5
5
4
1
1
6" S(CI)
FCO
1753 SF
4178 SF
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
\
U
s
e
r
s
\
S
B
a
l
e
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
s
b
a
l
e
s
.
r
v
t
9/
2
2
/
2
0
1
5
1
0
:
1
5
:
3
0
A
M
08910004
21 SEPT 2015
JES
SRB
SRB P301.1
FOUNDATION PLUMBING
PLAN AREA B
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 FOUNDATION PLUMBING PLAN AREA B
PLAN NOTES
1 2" S UP. CAP 6" A.F.F. FOR FUTURE.
2 2" S UP TO FD.
3 3" S UP. CAP 6" A.F.F. FOR FUTURE.
4 4" S UP. CAP 6" A.F.F. FOR FUTURE.
5 4" S UP TO FS/FD.
6 2" V UP. CAP 6" A.F.F. FOR FUTURE.
7 3" ST UP.
8 4" ST UP.
9 6" ST UP.
10 4" FP(TO SIAMESE), 4" CITY WATER UP.
11 6" FP UP.
MARK DATE DESCRIPTION
UP
UP
6
6
2
FCO
FCO
6
6
3
300 SF
300 SF
3" ST
2
300 SF
3
300 SF
3" ST
CO
3" ST
H
G.7
G.1
G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 3 3.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
FCO
FCO
FCO
FCO
FCO
FCO
ECO
FCO
FCO
FCO
ECO
ECO
ECO
FCO
DWH-1
DWH-2
TMV-1
HWCP-1
WS-1,2
DCV-1 WM-1
RPZ-1
RPZ-2
4"FD-2
4"FD-2
4"FS-1
4"FD-2
4"FD-2
HWCP-2
78
9 10
11
4" DCW
4"
D
C
W
4" ST
4"
D
C
W
11
958SF 1073SF
4
958SF
4
1073SF
4"FS-1
4"FS-1
1" NG
1
1
/
4
"
N
G
2332MBH
14
13
1640MBH
12
199MBH
400MBH
1
4
4" ST
1430 SF
1430 SF
1
4
1300 SF
1300 SF
4" ST
2"FD-1
2"FD-1
2"FD-1
2"FD-1
4"FD-2
P800.1
4
P800.1
8
P800.1
3
O.R. #1
1062
O.R. #2
1061
O.R. #3
1060
WOMEN'S
STAFF
LOCKER
1045
TOILET
1026
TOILET
1003
RECEPTION
1004
ELEVATOR
E1-1
LOUNGE
1043
STERILE
SUPPLY
1063
STAT LAB
1020
EXAM #1
1017
EXAM #2
1018
EXAM #3
1019
VESTIBULE
1000
TOILET
1002
MEP
1054
DISCHARGE
VESTIBULE
1023
WATER
SERVICE
1024
MANIFOLD
ROOM
1090
BULK
STORAGE
1050
RECEIVING
1048
STAIR
S1-1
ELEVATOR
E2-1
STAIR
S2-1
NORMAL
ELEC
1052
EMER ELEC
1053
BIO-HAZARD
1049
COORIDOR
1042
STERILE
CORRIDOR
1055 CORRIDOR
1046
CAFE
1005
P.A.T. /
BACK
CLINIC
1014
CORRIDOR
1022
VITALS
1014A
WAITING
1014B
TOILET
1015
FAMILY
WAITING
1013
OFFICE
1016
FAMILY
WAITING
1012
FAMILY
WAITING
1011
REG 1
1007
REG 2
1008
CONSULT
1029
PACU 1
1028A
PACU 2
1028B
PACU
1028
RECOVERY
2
1036
RECOVERY
3
1037
RECOVERY
4
1038
RECOVERY
1
1027
TOILET
1039
EQUIPMENT
STORAGE
1056
ANESTHESIA
WORK/
OFFICE
1057
SOILED
UTILITY
1040
MENS
STAFF
LOCKER
1044
RECOVERY
6
1035
MEDS
1034 CONTROL
1059
ELEC
CLOSET
1021
RECOVERY
5
1041
HSKPNG
1058
DATA
1064
CLEAN
SUPPLY
1031
LOBBY
1001
KITCHEN
1006
CORRIDOR
1010
CORRIDOR
1025
NURSE
STATION
1033
CORRIDOR
1032
HSKPNG
1047
DISHWASHING
1006A
SITTING
ROOM
1045A
CORRIDOR
1051
SOILED
HOLDING
1077
4" ST
6892 SF
4119 SF 3448 SF
6892 SF
4"FD-2
1
1
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
\
U
s
e
r
s
\
S
B
a
l
e
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
s
b
a
l
e
s
.
r
v
t
10
/
1
/
2
0
1
5
1
1
:
0
8
:
5
5
A
M
08910004
21 SEPT 2015
JES
SRB
SRB P310.1
FIRST FLOOR PLUMBING
PLAN AREA A
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 FIRST FLOOR PLUMBING PLAN AREA A
PLAN NOTES
1 4" ST UP TO RD/OD.
2 3" ST UP TO RD/OD.
3 3" ST DN.
4 4" ST DN.
5 4" ST UP, 6" ST DN.
6 6" ST UP AND DN.
7 4" DCW, 4" FP(SIAMESE) DN.
8 6" FP DN.
9 FP TO SERVE FIRST FLOOR ADDITION.
10 FP TO SERVE SECOND FLOOR ADDITION.
11 PROVIDE ZONE CONTROL VALVE AND FLOW SWITCH FOR EACH FLOOR. MOUNT IN
VERTICAL.
12 1-1/4" NG VALVED AND CAPPED FOR FUTURE.
13 2" NG UP.
14 2" NG DN. SEAL PENETRATION THRU WALL WATER TIGHT. REFER TO SITE PLANS FOR
CONTINUATION.
15 CONNECT 4" DCW TO EXISTING BETWEEN INCOMING SERVICE AND BOOSTER PUMP.
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
CO
1
1
4" ST 4" ST
4" ST
4
909 SF
844 SF
1753 SF
CO
1
4" ST
4" ST
5
1671 SF
2507 SF UP
4178 SF DN
PLANT OPS
1068 BIO-MED
1069
BILLING
OPEN
OFFICE
1073 LIBRARY
1071
FTE OPEN
OFFICE
1070
DECONTAM
1065
CSS
1067
4" DCW
4" DCW
4"
D
C
W
4"
D
C
W
4"
D
C
W
4" DCW 4" DCW
ECO C.8
C.7
C.2
B
A
7
8 9 10
11
FCO
4"FS-1
4"FS-2
4"FS-1
4"FS-1
EQUIPMENT
ROOM
132
MRI EXAM
133
CONTROL
ROOM
127 CT EXAM
124
SUB-WAITING
128A
STORAGE
118
JANITOR
121
LOUNGE
1075
DRESSING
129
DRESSING
131
STAFF
TOILET
1075A
PATIENT
TOILET
125
WAITING
122
VESTIBULE
160
CAFE
186
RECEPTION
187
WAITING
188
COFFEE
189
WAITING
190
MEDICAL
RECORDS
192
VITALS
193
PATIENT
TOILET
194
PATIENT
TOILET
195
CONSULTATION
196
STAIRS
197
TOILET
198
MACHINE
ROOM
199
ELEVATOR
200
STAIR
135
CORRIDOR
1076
PATIENT
HOLDING
119
SUB-WAITING
128B
CORRIDOR
1074
CORRIDOR
1066
RECEPTION
123
DATA
1064
CIO OFFICE
1070A
CONFERENCE
1070B
PASSAGE
1072
15
NC
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
\
U
s
e
r
s
\
S
B
a
l
e
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
s
b
a
l
e
s
.
r
v
t
9/
2
2
/
2
0
1
5
1
0
:
1
7
:
0
4
A
M
08910004
21 SEPT 2015
JES
SRB
SRB P311.1
FIRST FLOOR PLUMBING
PLAN AREA B
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 FIRST FLOOR PLUMBING PLAN AREA B
PLAN NOTES
1 4" ST UP TO RD/OD.
2 3" ST UP TO RD/OD.
3 3" ST DN.
4 4" ST DN.
5 4" ST UP, 6" ST DN.
6 6" ST UP AND DN.
7 4" DCW, 4" FP(SIAMESE) DN.
8 6" FP DN.
9 FP TO SERVE FIRST FLOOR ADDITION.
10 FP TO SERVE SECOND FLOOR ADDITION.
11 PROVIDE ZONE CONTROL VALVE AND FLOW SWITCH FOR EACH FLOOR. MOUNT IN
VERTICAL.
12 1-1/4" NG VALVED AND CAPPED FOR FUTURE.
13 2" NG UP.
14 2" NG DN. SEAL PENETRATION THRU WALL WATER TIGHT. REFER TO SITE PLANS FOR
CONTINUATION.
15 CONNECT 4" DCW TO EXISTING BETWEEN INCOMING SERVICE AND BOOSTER PUMP.
MARK DATE DESCRIPTION
DN
1
1
1
3
6892 SF
1
1
1
3
4119 SF
3
3448 SF
3
6892 SF
3"RD-1
300 SF
4"RD-1
1430 SF
3"RD-1
300 SF
4"RD-1
1300 SF
H
G.7
G.1
G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 3 3.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
4"RD-1
958 SF
4"RD-1
1073 SF
4
1640 MBH
3586 SF
3586 SF
3306 SF
3306 SF
3448 SF
4119 SF
6"
S
T
6"
S
T
6" ST
6" ST
6"
S
T
6"
S
T
CO
6" ST
6" ST
6" ST
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
\
U
s
e
r
s
\
S
B
a
l
e
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
s
b
a
l
e
s
.
r
v
t
9/
2
2
/
2
0
1
5
1
0
:
1
7
:
4
8
A
M
08910004
21 SEPT 2015
JES
SRB
SRB P320.1
SECOND FLOOR
PLUMBING PLAN AREA A
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 SECOND FLOOR PLUMBING PLAN AREA A
PLAN NOTES
1 4" ST UP TO RD/OD.
2 4" ST DN.
3 6" ST DN.
4 2" NG UP AND DN.
MARK DATE DESCRIPTION
4"RD-1
909 SF
4"RD-1
844 SF
4"RD-1
1671 SF
22507 SF
1
2507 SF
E.1
C.8
C.7
C.2
B
A
7
8 9 10
11
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
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08910004
21 SEPT 2015
JES
SRB
SRB P321.1
SECOND FLOOR
PLUMBING PLAN AREA B
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"
1 SECOND FLOOR PLUMBING PLAN AREA B
PLAN NOTES
1 4" ST UP TO RD/OD.
2 4" ST DN.
3 6" ST DN.
4 2" NG UP AND DN.
MARK DATE DESCRIPTION
4"RD-1
3586 SF
4"RD-1
3586 SF
4"RD-1
3306 SF
4"RD-1
4119 SF
4"RD-1
3448 SF
4"RD-1
3306 SF
H
G.7
G.1
G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 3 3.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
AHU-2
AHU-1
1
2
3
540 MBH
800 MBH
300 MBH
4
1640 MBH
1 1/4" NG
2"
N
G
2"
N
G
1 1/2" NG
1"
N
G
1" NG
2"
N
G
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
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08910004
21 SEPT 2015
JES
SRB
SRB P330.1
ROOF PLUMBING PLAN
AREA A
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"
1 ROOF PLUMBING PLAN AREA A
PLAN NOTES
1 1" NG VALVED AND CAPPED FOR FUTURE MAU-EF-1.
2 1-1/2" NG TO RTU-1.
3 1-1/4" NG TO RTU-2.
4 2" NG TO MAU-EF-1.
MARK DATE DESCRIPTION
4"RD-1
2507 SF
E.1
C.8
C.7
C.2
B
A
7
8 9 10
11
GENERAL NOTES
A. NOT ALL PLAN NOTES MAY BE USED ON EACH SHEET.
B. NO PIPING SHALL ROUTE THROUGH HATCHED AREAS UNLESS INDICATED OTHERWISE.
PIPING SERVING HATCHED AREAS SHALL ONLY INCLUDE BRANCHES REQUIRED TO SERVE
THE AREA AND SHALL NOT SERVE ADJACENT AREAS.
C. PHASE 2 FLOOR PLAN SHOWN ON SHEETS FOR REFERENCE.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
D:
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A
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08910004
21 SEPT 2015
JES
SRB
SRB P331.1
ROOF PLUMBING PLAN
AREA B
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 ROOF PLUMBING PLAN AREA B
PLAN NOTES
1 1" NG VALVED AND CAPPED FOR FUTURE MAU-EF-1.
2 1-1/2" NG TO RTU-1.
3 1-1/4" NG TO RTU-2.
4 2" NG TO MAU-EF-1.
MARK DATE DESCRIPTION
SPRING LOADED CHECK VALVE
AIR GAP DRAIN FUNNEL
REDUCED PRESSURE BACKFLOW PREVENTER
SIMILAR TO WATTS MODEL 009 WITH BALL VALVES
AND STRAINER
UNION
PRESSURE GAUGE WITH
QUARTER-TURN BALL
VALVE(TYP)
ROUTE DRAIN PIPING TO NEAREST DRAIN
DOMESTIC WATER
HEATER
(DWH-2)
DOMESTIC WATER
HEATER
(DWH-1)
3" 140° F HW
T
P
T
T
T T
P P
3/4" 140° F DHWR
3/4" 120° F DHWR
3" SCW
3" 120° F DHW
1-1/2" 140° F DHW
TP
AUTOMATIC FLOW
CONTROL VALVE
3/4" THREADED HOSE CONNECTION(TYP)
CHECK VALVE(TYP)
(HWCP-2) STRAINER(TYP)
SERVICE DISCONNECT
(BY ELECTRICAL
CONTRACTOR)
THERMOSTATIC MIXNING
VALVE(TMV-1)
UNION(TYP)
ISOLATION VALVE(TYP)
PRESSURE AND
TEMPERATURE
GAUGES(TYP)
EXPANSION TANK(ET-1)
ASME P&T RELIEF
VALVE
GAS VALVE(TYP)
DIRT LEG
GAS PRESSURE REGULATING VALVE SUPPLIED
BY WATER HEATER MANUFACTURER; ROUTE GAS
VENT TO EXTERIOR OF BUILDING
PLASTIC TYPE FLUE BY
PLUMBING CONTRACTOR; FLUE MATERIAL
PER MANUFACTURERS REQUIREMENTS
ROUTE TO NEAREST FD
SERVICE DISCONNECT
(BY ELECTRICAL CONTRACTOR)
HOT WATER CIRCULATION
PUMP(HWCP-1) 60
"
M
A
X
N G
1" NG
N.C. (DWH-1 BY-PASS)
3"
3"
3"
N.C. (DWH-2 BY-PASS)
3"
3" SCW
3/4"
3/4"
3"
CAP SYSTEMS FOR
FUTURE PHASE
BRINE TANK
3" DOMESTIC HARD COLD WATER
ISOLATION
VALVE
(TYP)
NORMALLY
CLOSED
BYPASS
REMOTE METER
PRESSURE GAUGE (TYP)
3" DOMESTIC SOFT
COLD WATER
FIBERGLASS WATER
SOFTENER (TYP)
DRAIN ROUTED
TO FD
4" CONCRETE PAD
3"DCW
2"SCW
2"SCW
3"DCW
2"DCW
2"DCW
3"SCW
NORMALLY CLOSED
BYPASS
SPOOL PIECE FOR METER
INSTALLATION
4" INCOMING
DOMESTIC
WATER
CITY SERVICE
SHUT-OFF VALVE
STRAINER (TYP) WATER METER (TYP)
REDUCED PRESSURE BACKFLOW PREVENTER
PRESSURE GAUGE
ISOLATION VALVE (TYP)
4" DOMESTIC WATER OUT TO SYSTEM
UNION (TYP)
4"DCW
4"DCW
4"DCW
4"DCW 4"DCW
PROVIDE HORIZONTAL BRACE FOR PIPE
5 INCHES & LARGER AT EVERY BRANCH
OPENING OR CHANGE OF DIRECTION
BY THE USE OF BRACES, BLOCKS OR
RODDING TO PREVENT MOVEMENT IN
ACCORDANCE WITH CISPI STD.
PENETRATION THROUGH FLOOR SLAB
RISER CLAMP. BOTTOM
CLAMP REQUIRED AT
ANCHOR POINTS ONLY.
SLEEVE WATERSEAL
PIPE SLEEVE
SLEEVE EXTENDS 2"
ABOVE FINISHED FLOOR.
RISER CLAMP TO SUPPORT WEIGHT
OF PIPE FILLED WITH WATER.
PIPE RISER
INSULATION
BOLT (TYPICAL)
FIRE-STOPPING
MATERIAL FLOOR
FIRE-STOPPING MATERIAL
BOLT
PIPE PIPE SLEEVE
BOLT
RISER CLAMP. INSULATE RISER
CLAMP AND BOLT ASSEMBLY
ON CHILLED WATER LINES.
EXTERIOR WALLS INTERIOR FIRE RATED WALLS
THROUGH INTERIOR NON-RATED WALLS
PROVIDE ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING
IN EXPOSED AREAS ONLY.
NOTES:
SEE SPECIFICATION SECTIONS FOR FURTHER REQUIREMENTS INCLUDING FLOOR SLEEVES.
INSULATED OR UNINSULATED PIPE
INTERIOR FIRE RATED WALLS
UNINSULATED PIPE THROUGH
INSULATED PIPE THROUGH
OR SMOKE-RESISTANT CORRIDOR WALLS
LOCATE FIRESTOP LABEL ON EACH SIDE OF PENETRATION SO THAT IT IS VISIBLE FROM AN ACCESSIBLE
LOCATION ABOVE CEILING.
INCLUDES FIRE WALLS, FIRE BARRIERS, SMOKE BARRIERS, AND FIRE PARTITIONS.
TERMINATE SLEEVE FLUSH
WITH FINISHED WALL
PIPE
FIRESTOP EACH SIDE
OF SLEEVE AS
SPECIFED IN DIV 7
FINISHED WALL SURFACE
OF RATED ASSEMBLY
WALL
HYDO-STATIC PIPE
CLOSURE; "LINK-SEAL"
PIPE
PIPE SLEEVE TO BE SIZED TO PASS
PIPE THRU SLEEVE AND ALLOW SPACE
FOR SEALANT TO MEET UL-LISTING
TERMINATE SLEEVE
FLUSH WITH FINISHED WALL
FIRESTOP EACH SIDE
OF SLEEVE AS
SPECIFED IN DIV 7
PIPE
FINISHED WALL SURFACE
OF RATED ASSEMBLY
PIPE SLEEVE TO BE SIZED TO PASS
PIPE AND INSULATION THRU SLEEVE
AND ALLOW SPACE FOR SEALANT TO
MEET UL-LISTING
PIPE INSULATION TO BE
CONT THRU WALL
PIPE
FILL ANNULAR GAPS
AROUND PIPES ON
EACH SIDE OF WALL
ASSEMBLY
NONCOMBUSTIBLE
SEALANT
FINISHED WALL
SURFACE
SLEEVE WATER STOP WALL SLEEVE
1
2
3
4
.3 .1
4
.3 .1
ROOF DRAIN
PERFORATED GRAVEL STOP
LOOSE MEMBRANE SHEET
ROOFING
WATER DAM COLLAR
OVERFLOW DRAIN
EXTENSION
UNDER DECK
CLAMP
3"X3"X1/4" ANGLE FRAME
RIGID INSULATION
1-1/2" METAL DECK
SUMP RECEIVER
SLIP SHEET
FLOW
GAS COCK(TYP) GAUGE COCK(TYP) HANGER(TYP)
STRAINER
GAS REGULATOR
FULL SIZE VENT
PIPED TO ATM
PRESSURE GAUGE; RANGE
APPROPRIATE TO
PRESSURE(TYP)
UNION
6" & LARGER
CLEANOUT SIZES
3"
4"
PIPE SIZE
2"
3"
6"
4"
CLEANOUT SIZE
2"
FLOOR
SEE SPEC FOR CO TYPES
CI EXTENSION; SEE
SCH FOR SIZE
SEWER MATERIAL & SIZE
AS SPECIFIED
CI COMBINATION "Y" & 1/8 BEND
(USE REDUCING TYPE WHERE REQ'D)
GRADE
6"
CLEANOUT SIZES
4"
PIPE SIZE
4"
4"
CLEANOUT SIZE
REFER TO PLANS FOR
INV ELEV
SEWER MATERIAL & SIZE AS SPECIFIED
DOUBLE TWO-WAY CLEANOUT
PIPE EXTENSION. SEE
SCHEDULE FOR SIZE(TYP)
BUILDING FOOTING
FOUNDATION WALL
24"X24"X6" DEEP CONCRETE PAD
EXTERIOR WALL
EXTERIOR CO(TYP)
30" MIN.
60".
EMERGENCY GENERATOR
TRANSITION SUMP
STORAGE TANK VENT
MOUNTED ON WALL;
12'-0" AFG AND TURNED
DN WITH BUG SCREEN
FOST-1
FOP-1,2
CONNECT TO
EMERGENCY GENERATOR
3/4" FO
3/4" FO
4" FOV
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
D:
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08910004
21 SEPT 2015
JES
SRB
SRB P800.1
PLUMBING DETAILS AND
SCHEDULES
0891
CONSTRUCTION
DOCUMENTS
PLUMBING EQUIPMENT SCHEDULE
EQUIPMENT
DESIGNATION EQUIPMENT NAME MANUFACTURER MODEL LOCATION
RATED
CAPACITY
BUILIDING
AUTOMATION
UTILITY LOAD CONNECTIONS ELECTRICAL LOAD
NOTES BTU/H PRESSURE SOURCE INLET OUTLET kW HP VOLTS PHASE
EMERGENCY
POWER
DWH-1 GAS WATER HEATER AO SMITH BTH-199 MEP 1054 294 GPH @ 80°
RISE
Yes 199,000 10" WC NATURAL GAS 1 1/2" 1 1/2" 120 1 Yes 4" INTAKE AND EXHAUST ROUTED TO
EXTERIOR
DWH-2 ELECTRIC WATER HEATER AO SMITH DSE-100 MEP 1054 230 GPH @ 80°
RISE
Yes 3/4" 3/4" 45 480 3 Yes
FMS-1 FUEL MONITOR PANEL FRANKLIN FUELING TS-5000 PLANT OPS 1068 No 1" 1" 120 1 Yes FURNISHED IN BP#1, INSTALLED IN
BP#2
FOP-1,2 FUEL OIL PUMP FE PETRO STP SERIES FOST-1 10 GPM @ 80 FT
TDH
No 1" 1" 3/4 208 1 No
FOST-1 FUEL OIL STORAGE TANK XERXES 5000 GALLON SITE 5000 GALLON No 4" 4" No
HWCP-1 HOT WATER RECIRC PUMP BELL & GOSSETT B&G PL-55 MEP 1054 10 GPM @ 45 FT
TDH
Yes 1" 1" 2/5 120 1 Yes
HWCP-2 140° HOT WATER RECIRC PUMP BELL & GOSSETT B&G PL-55 MEP 1054 10 GPM @ 45 FT
TDH
Yes 1" 1" 2/5 120 1 Yes
TMV-1 THERMOSTATIC MIXING VALVE LAWLER 803 MEP 1054 60 GPM @ 10 PSI
PD
No 1 1/4" 1 1/2" No
WM-1 WATER METER - - WATER SERVE
1024
160 GPM No 2" 2" No
WS-1,2 WATER SOFTENER MARLO MGT-210 MEP 1054 60 GPM CONT; 77
GPM PEAK
No 2" 2" 120 1 Yes WITH BRINE TANK SIZED FOR
SYSTEM
PLUMBING DRAIN SCHEDULE
DRAIN
DESIGNATION QUANTITY
CONNECTIONS
NOTES
VENT/WET
VENT
WASTE/
STORM
4"FS-1 6 2" 4"
4"FS-2 1 2" 4"
3"RD-1 2 3"
4"RD-1 14 4"
2"FD-1 4 2" 2"
4"FD-2 5 2" 4"
BACKFLOW PREVENTER SCHEDULE
EQUIPMENT
DESIGNATION
RATED CAPACITY
SIZE LOCATION FLOW
PRESSURE
DROP SERVICE TYPE MANUFACTURER MODEL NOTES
RPZ-1 80 GPM 14.00 psi 2" WATER SERVICE
1024
INCOMING
DOMESTIC
REDUCED
PRESSURE
WATTS 009
RPZ-2 80 GPM 14.00 psi 2" WATER SERVICE
1024
INCOMING
DOMESTIC
REDUCED
PRESSURE
WATTS 009
4" 500 GPM 5.00 psi 4" WATER SERVICE
1024
FIRE SERVICE DOUBLE CHECK WATTS 757
NO SCALE 2 BACKFLOW PREVENTION DETAIL - 2" AND SMALLER
NO SCALE 8 DOMESTIC WATER HEATER DETAIL
NO SCALE 4 WATER SOFTNER PIPING DIAGRAM
NO SCALE 3 WATER SERVICE ENTRANCE DIAGRAM
NO SCALE 5 NO-HUB PIPE FITTING BRACE DETAIL
NO SCALE
6 PIPE SUPPORT FOR FLOOR PENETRATION DETAIL
NO SCALE 12 PIPE PENETRATION DETAILS
NO SCALE
7 ROOF DRAIN - OVERFLOW DRAIN DETAIL
NO SCALE 1 GAS PRESSURE REDUCING STATION DETAIL
NO SCALE 10 FLOOR CLEANOUT DETAIL
NO SCALE 9 EXTERIOR TWO-WAY SANITARY CLEANOUT DETAIL
NO SCALE 11 FUEL OIL PIPING DIAGRAM
MARK DATE DESCRIPTION
FCO
4" S
4" S
3" S
3" S
4" S
4" S
4" S
4" S
3" S
4" S
2" S
4" S
ECO
ECO
6" S(CI)
4" S
2" S
4" S
4" S
2" S
2" S
2" S
2" S
2" S
6" S(CI)
6" S(CI)
3" S
4" S
4" S
6" S(CI)
4" S
4"FD-2
4"FD-2
4" S
6" S(CI)
4" S
FCO
6" S(CI)
4" S
4" S
4" S
4" S
FCO
2" V
4" S
4" S
2" S
2" S
4" S
2" S
2" S
4" S 4" S
6" S(CI)
6" S(CI)
3" S 3" S
6" S(CI)
4" S
4" S
2" S
2" S
2" S
4" S
2" S
4" S
4" S
2" S
2"FD-1
2"FD-1
4" S
2" S
2" V
FCO 4" S
4" S
4" S
2" S
2" S
2" S
2" V
3" S
FCO
3" S
3" S 4"FS-1
4" S
2" S 2" S
FCO
4" S
4" S
2" S 4" S
2" V
4" S
2" V
4" S
2" V
6" S(CI) 6" S(CI)
6" S(CI)
6" S(CI)
4" S
FCO
6" S(CI)
2" S
2" S
2" S
2" V
3" S
2" S 4" S(CI)
4" S(CI)
4" S(CI)
6" S(CI)
4" S
6" S(CI)
4"FS-1
4"FD-2 4"FD-2
2" V
4" S(CI) 4" S(CI)
4" S(CI)
6" S
2" S
4" S
FCO
6" S
4" S
4" S
4" S
FCO
4" S
3" S
2" V
4" S
4" S 4" S
FCO
4"FS-1
4"FD-2
4" S(CI)
2" S
2"FD-1
2" S
4" S
2"FD-1
2" S
4" FS-1
4" FS-2
4" FS-1
4" FS-1
4" S(CI)
4" S(CI)
4" S(CI)
4" S(CI)
4" S(CI)
6" S(CI)
6" S(CI)
6" S(CI)
6" S(CI)
6" S(CI)
FCO
2" S
6" S(CI)
2" S
6" S(CI) 4" S
3" S
4" S
6" S(CI)
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
D:
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A
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08910004
21 SEPT 2015
JES
SRB
SRB P810.1
SANITARY RISER
DIAGRAM
0891
CONSTRUCTION
DOCUMENTS
1 SANITARY RISER DIAGRAM AREA A
2 SANITARY RISER DIAGRAM AREA B
MARK DATE DESCRIPTION
ST
PC
S
P
S
4
S
3
S
S
SD
HD
DD
AR
RI
M
FS
TS
H
V
DH
AM
FACP
FAAP
FANP
W
TV
AV
MTV
DR
ES
MI
SCP
ML
CR
MD
DC
PB
K
SM
PT
REX
LC
M
OC
J
RT
HEAVY CONTINUOUS LINES INDICATE SPRINKLER ZONE SZ
ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED ON THIS PROJECT
LIGHT/SCREENED SOLID OR DASHED LINES INDICATE EXISTING TO REMAIN
HEAVY CONTINUOUS LINES INDICATE NEW WORK
LINE SYMBOLS
HEAVY DASHED LINES INDICATE EXISTING TO BE REMOVED
NOTE:
A. GENERAL NOTE
1 PLAN NOTE
FLOOR PLAN SYMBOLS
WP - 20 AMP, 125VAC, WEATHERPROOF TYPE
TOGGLE SWITCH - 20 AMP, 120/277VAC
LETTER DESIGNATION INDICATES SWITCH LEG
FLOOR BOX (POWER AND DATA)
SPECIAL RECEPTACLE - EMERGENCY CIRCUIT
(SEE DRAWINGS AND SPECIFICATIONS)
SPECIAL RECEPTACLE - NORMAL CIRCUIT
(SEE DRAWINGS AND SPECIFICATIONS)
TOGGLE SWITCH - 3-WAY
TOGGLE SWITCH - 4-WAY
TOGGLE SWITCH - PILOT LIGHT
GFCI - 20 AMP, 125VAC, GROUND FAULT CURRENT INTERRUPTER TYPE
NONE - 20 AMP, 125VAC
ELECTRICAL DEVICES
DUPLEX RECEPTACLE - EMERGENCY CIRCUIT
("X" DENOTES AS FOLLOWS:)
QUADRAPLEX RECEPTACLE - NORMAL CIRCUIT
("X" DENOTES AS FOLLOWS:)
QUADRAPLEX RECEPTACLE - EMERGENCY CIRCUIT
("X" DENOTES AS FOLLOWS:)
DUPLEX RECEPTACLE - NORMAL CIRCUIT
("X" DENOTES AS FOLLOWS:)
DESCRIPTION SYMBOL
FLOOR BOX (QUADRAPLEX)
FLOOR BOX (DUPLEX)
DOOR SECURITY SYSTEM
QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT
JUNCTION OR PULL BOX
NEUTRAL
GROUND
RACEWAY SYSTEM
DESCRIPTION
PHASE CONDUCTORS
SYMBOL
SYMBOL DESCRIPTION
GENERATOR/ALTERNATOR
AUTOMATIC TRANSFER SWITCH
G
PUSHBUTTON OR PUSH PLATE
PAD MOUNTED TRANSFORMER ("X" DENOTES KVA SIZE)
BRANCH PANELBOARD AND CABINET - RECESSED MOUNT
BRANCH PANELBOARD AND CABINET - SURFACE MOUNT
DISTRIBUTION PANELBOARD AND CABINET - SURFACE MOUNT
HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH
WITH THERMAL OVERLOAD PROTECTION
COMBINATION MOTOR CONTROLLER
DISCONNECT SWITCH - NON-FUSED
MOTOR CONTROLLER
DISCONNECT SWITCH - FUSED
MOTOR ("X" DENOTES HORSEPOWER)
GROUND CONNECTION
X
DESCRIPTION
MOLDED CASE CIRCUIT BREAKER
CURRENT TRANSFORMER
ELECTRICAL EQUIPMENT
SYMBOL
FIRE ALARM SYSTEM
SYMBOL DESCRIPTION
TELEVISION SYSTEM
SYMBOL
TV SYSTEM OUTLET
DESCRIPTION
TELECOMMUNICATION SYSTEM
VOICE ONLY OUTLET
VOICE AND DATA OUTLET
SYMBOL DESCRIPTION
SMOKE DETECTOR ("X" DENOTES AS FOLLOWS)
HEAT DETECTOR
DUCT DETECTOR ("X" DENOTES AS FOLLOWS)
MANUAL PULL STATION
FLOW SWITCH
TAMPER SWITCH
HORN STROBE
VISUAL ONLY
DOOR HOLD OPEN
ADDRESSABLE MODULE
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM NOTIFICATION APPLIANCE PANEL
S - SUPPLY
R - RETURN
R - RELAY BASE
REMOTE TEST STATION
REMOTE INDICATOR STATION
DOOR BUZZER
SECURITY MAGNETIC DOOR LOCK
CCTV MONITOR OUTLET
ELECTRIC DOOR RELEASE BUTTON
ELECTRIC DOOR STRIKE
MASTER INTERCOM AND DIRECTORY UNIT
MOTION DETECTOR
SECURITY CARD READER
SECURITY CONTROL PANEL
SECURITY DOOR CONTACTS
SECURITY EXIT PUSH BUTTON
SECURITY KEYPAD
CAMERA
VOICE ONLY OUTLET (WALL OUTLET)
DATA ONLY OUTLET
PHOTO CELL
ADDRESSABLE RELAY
LIGHTING
DESCRIPTION
12"x48" LED FIXTURE
HALF SHADED INDICATES LIFE SAFETY POWER
24" WALL LIGHTS
48" WALL LIGHTS
24"x48" FLUORESCENT FIXTURE
DOWN LIGHT
WALL MOUNTED SCONCE
WALL MOUNTED EMERGENCY BATTERY LIGHT
CEILING MOUNTED EMERGENCY BATTERY LIGHT
EXIT LIGHT DIRECTIONAL ARROWS
CEILING MOUNTED EXIT LIGHT (DUAL FACED)
CEILING MOUNTED EXIT LIGHT
WALL MOUNTED EXIT LIGHT
EXTERIOR POLE LIGHTS (SINGLE HEADS)
EXTERIOR POLE LIGHTS (DOUBLE HEADS)
EXTERIOR POLE LIGHTS (THREE HEADS)
EXTERIOR POLE LIGHTS (FOUR HEADS)
EXTERIOR LIGHTS (BOLLARDS)
24" STEM MOUNTED WALL LIGHTS
48" STEM MOUNTED WALL LIGHTS
FULL SHADED INDICATES EMERGENCY POWER
GROUND POINT
GROUND ROD
a
X
X
EXTERIOR POLE LIGHTS (POLE TOP MOUNT)
GROUND FLOOD LIGHT
EXTERIOR FLOOD LIGHT
FLOOR BOX (VOICE, DATA, VOICE/DATA)
TELECOMMUNICATIONS EQUIPMENT RACK
AUDIO/VISUAL CONTROLLER
ELECTRIC POWER TRANSFER
SECURITY MONITOR
SECURITY DOOR REQUEST TO EXIT MOTION DETECTOR
LIGHTING CONTROLLER
MOTION DETECTOR (LIGHT SWITCH)
OCCUPANCY SENSOR - WALL MOUNT
WIRELESS ACCESS POINT
WAP
SYMBOL
SYMBOL DESCRIPTION
FP FLAT PANEL TV WITH RECESSED WALL BOX
PP PUSH PLATE
TA TOUCHLESS ACTUATOR
PB DOOR RELEASE PUSH BUTTON
CR COMBINATION CARD READER WITH KEYPAD
DPS DOOR POWER SUPPLY
K
CAMERA - EXTERIOR
CAMERA - PAN/TILT/ZOOM
EXT
PTZ
OC OCCUPANCY SENSOR - CEILING MOUNT
I INTERCOM DOOR STATION WITH CAMERA
DS
A. REFER TO "HPE" SERIES DRAWINGS FOR ADDITIONAL ELECTRICAL WORK NOT INDICATED ON THE
ELECTRICAL DRAWINGS.
B. ALL CONDUITS SHALL BE RUN ABOVE FINISHED FLOOR OF WHICH IT IS SERVING UNLESS OTHERWISE
NOTED. CONDUITS ARE NOT PERMITTED TO BE RUN IN CONCRETE SLAB.
C. REFER TO ARCHITECTURAL SCHEDULES, DETAILS AND ELEVATIONS FOR ADDITIONAL INFORMATION ON
DEVICE LOCATIONS PRIOR TO ROUGH-IN.
D. VERIFY TYPE OF CEILING, GRID SYSTEM SPECIFICATIONS (IF APPLICABLE), AND MOUNTING
RESTRICTIONS WITH ARCHITECTURAL DISCIPLINE PRIOR TO ORDER LIGHT FIXTURES.
E. MOUNTING OF JUNCTION BOXES BACK-TO-BACK IS NOT PERMITTED.
F. ELECTRICAL DEVICES INSTALLED ON VERTICAL FIRE RESISTIVE ASSEMBLIES CLASSIFIED AS
FIRE/SMOKE PARTITIONS SHALL BE INSTALLED WITH OPENING ON ONE SIDE ONLY IN EACH FRAMING
SPACE, AND THAT OPENING SHALL NOT EXCEED 16 SQUARE INCHES. ALL CLEARANCES BETWEEN
SUCH DEVICES AND THE GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND OR
OTHER UL APPROVED MATERIAL.
G. WHERE SPACE ALLOCATIONS WITH REGARD TO ELECTRICAL EQUIPMENT ARE NOT ADEQUATE FOR THE
SPECIFIED ELECTRICAL EQUIPMENT. THE ENGINEER SHALL BE CONSULTED BEFORE ORDERING THE
EQUIPMENT AND ANY INSTALLATION IS PERFORMED.
H. COORDINATE LOCATIONS OF ALL CEILING MOUNTED ELECTRICAL AND MECHANICAL EQUIPMENT
INCLUDING, BUT NOT LIMITED TO LUMINARIES, LOUDSPEAKERS, SMOKE DETECTORS, ETC. WITH THE
ARCHITECTURAL REFLECTED CEILING PLAN. REFER TO SPECIFICATIONS FOR RESTRICTIONS OF
PARTICULAR DEVICE PLACEMENT.
I. MAINTAIN AND SUBMIT AS-BUILT DRAWINGS SHOWING ALL MODIFICATIONS (BOTH IN THE FIELD AND AS
DIRECTED BY CM, OWNER OR ENGINEER) TO LIGHTING, POWER AND SYSTEMS PLANS TO
ARCHITECT/ENGINEER AND OWNER.
J. PROVIDE NEW, TYPED PANELBOARD CIRCUIT DIRECTORY IN NEW PANELBOARDS.
K. CONDUIT FLOOR SLEEVES SHALL BE INSTALLED 2" ABOVE FINISHED FLOOR AND SHALL BE FIRE
PROOFED USING APPROVED FIRE RESISTIVE MATERIAL.
L. CUTTING AND PATCHING WALL/FLOOR AND /OR CORE DRILL WALL/FLOOR FOR ELECTRICAL WORK
SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, OR AS ASSIGNED BY CM.
M. CONTRACTOR SHALL BE RESPONSIBLE TO FIRE PROOF PENETRATIONS AT SMOKE WALL, FIRE/SMOKE
WALL AND ROOF.
N. PROVIDE UNISTRUT AND/OR MISCELLANEOUS IRON/ANGLE AS REQUIRED TO INSTALL/SUPPORT LIGHT
FIXTURES, STARTERS, DISCONNECT, PANELBOARD, ETC.
O. ALL CIRCUITS ARE 20 AMP, SINGLE-POLE UNLESS INDICATED OTHERWISE.
P. MINIMUM WIRE SIZE SHALL BE 12 AWG UNLESS INDICATED OTHERWISE. MINIMUM CONDUIT SIZE SHALL
BE 3/4" UNLESS INDICATED OTHERWISE.
Q. ALL NEW CIRCUITS SHALL CONTAIN A GROUND WIRE.
R. EACH NEUTRAL WIRE SHALL BE DEDICATED TO A CIRCUIT. DO NOT SHARE NEUTRAL WIRE WITH
MULTIPLE CIRCUITS.
S. CONTRACTOR SHALL VERIFY CORD AND PLUG CONNECTED EQUIPMENT CORD CONFIGURATION AND
PROVIDE MATCHING RECEPTACLE AS REQUIRED.
T. ALL RECEPTACLES WITHIN SIX FEET OF A SINK SHALL BE IDENTIFIED AS GFCI ON THE PLANS, BUT
SHALL BE PROVIDED ACCORDING TO THE REQUIREMENT.
GENERAL NOTES:
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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1
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3
:
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1
A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E001.1
ELECTRICAL SYMBOLS
AND ABBREVIATIONS
0891
CONSTRUCTION
DOCUMENTS
MARK DATE DESCRIPTION
LS1A
LS1A
LS1
LS1
1
1HN1- 1,3
LS2
LS2A
LS2A
LS2A
LS2A
LS2
LS1A
WP
L3A
L3A
L3A
L3A
LS5
LS5
2
2
1HN1- 5
LS5
LS5
LS5
LS5
3
3
4
+84"
+84"
+84"
+84"
3
3
3
3
3
5
TYP
1
1
1
5
TYP
1
1
1
CIRCUIT
NUMBER
(TYP)
CIRCUIT
NUMBERS
(TYP)
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
B. REFER TO C-SERIES SHEETS FOR ADDITIONAL SCOPE OF WORK.
C. REFER TO C-SERIES SHEETS FOR ROUTING INFORMATION OF OTHER SERVICES IN THIS
AREA. ROUTING SHOWN ON THIS SHEET IS DIAGRAMMATIC IN NATURE. COORDINATE EXACT
ROUTING IN FIELD WITH ALL UTILITIES.
D. ALL UNDERGROUND QUAZITE ENCLOSURES FOR LIGHTING/POWER CIRCUITS SHALL BE
13"Wx24"Lx18"H WITH COVER READING "ELECTRIC", UNLESS NOTED OTHERWISE.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING AND SIZING WIRE ACCORDINGLY
FOR VOLTAGE DROP. MINIMUM WIRE SIZE SHALL BE #10AWG FOR SITE RECEPTACLES.
F. REFER TO E200 SERIES SHEETS FOR BUILDING MOUNTED EXTERIOR LIGHTING.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
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9/
2
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/
2
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1
5
1
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:
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:
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8
A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E100.1
ELECTRICAL SITE
LIGHTING PLAN
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
1 PROVIDE AN UNDERGROUND QUAZITE ENCLOSURE FOR ELECTRICAL POWER SERVICE TO
SITE LIGHTING. COORDINATE EXACT PLACEMENT WITH CIVIL DISCIPLINE. WIRE SITE
LIGHTING TO CIRCUIT SHOWN. DIVISION 26 SHALL WIRE LIGHTS THRU LIGHTING
CONTACTOR AND SHALL BE CONTROLLED VIA NEW PHOTOCELL. REFER TO PHOTOCELL
DETAIL ON SHEET E800.1 FOR MORE INFORMATION/REQUIREMENTS.
2 INSTALL LIGHT UNDER TREE. COORDINATE WITH CIVIL DRAWINGS/CONTRACTOR FOR
EXACT LOCATION OF TREE BEFORE ROUGH-IN. WIRE LIGHT FIXTURE THRU PHOTO CELL TO
CIRCUIT SHOWN. REFER TO SHEET E800.1 FOR PHOTOCELL DETAIL.
3 LIGHT FIXTURE SHALL BE INSTALLED TO LIGHT SPINE ARTWORK. COORDINATE WITH CIVIL
DRAWINGS/CONTRACTOR FOR EXACT LOCATION OF ART WORK ROUGH-IN. WIRE LIGHT
FIXTURE THRU PHOTO CELL TO CIRCUIT SHOWN. REFER TO SHEET E800.1 FOR PHOTOCELL
DETAIL.
4 LIGHT FIXTURES SHALL BE CONNECTED TO 20A,1P, 120V LIFE SAFETY CIRCUIT FROM LOAD
CENTER PANEL LOCATED AT GENERATOR.
5 REFER TO CIVIL DRAWINGS ("C" SERIES) FOR POLE BASE DETAILS.
1/16" = 1'-0" 1 ELECTRICAL SITE LIGHTING PLAN
MARK DATE DESCRIPTION
GF
C
I
WP
GF
C
I
WP
GF
C
I
WP
GF
C
I
WP
GF
C
I
WP
GF
C
I
WP
GF
C
I
WP
GF
C
I
WP
GF
C
I
WP
GFCI WP GFCI WP
1
2
2
2
2
2
2
2
2
2
22
1
3
1
1
5
5
3
1
33
1
3
FO
P
-
1
,
2
4
1L
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2
-
5
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GF
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+1
2
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-
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11
12
+1
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4
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-
2
12
1
1
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13
11
+1
2
4
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+1
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AREA A EXIST. AREA B 9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVED CLIENT NO. PROJECT NO. KEYPLAN PLAN NORTH INDIANA SPINE HOSPITAL
C
:
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A
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08910004 21 SEPT 2015 WBH MEB BAC E101.1ELECTRICAL SITE POWER PLAN 0891 CONSTRUCTION DOCUMENTS
1
/
1
6
"
=
1
'
-
0
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PLAN NOTES 9 TERMINATE PRIMARY UTILITY CONDUITS AT THIS LOCATIO N. 10 GENERATOR SHALL BE ORIENTED SUCH THAT THE EXHAUS T FACES SOUTHWEST. 11 CONNECT HEATER FOR EXTERIOR CAMERA TO 20A, 1P, 12 0VAC NORMAL CIRCUIT INDICATED (FROM NEAREST EXTERIOR RECEPTACLE CIRCUIT ). 12 PROVIDE 1"C TO ABOVE ACCESSIBLE CEILING FOR CONTR OL WIRING FOR CAMERA. 13 PROVIDE JUNCTION BOX ABOVE ACCESSIBLE CEILING FOR TERMINATION POINT FOR CAT CABLING FOR CONTROL WIRING FOR CAMERAS. 14 RECEPTACLES SHALL BE CONNECTED TO 20A, 1P, 120VAC LIFE SAFETY CIRCUIT FROM LOAD CENTER PANEL LOCATED AT THE GENERATOR.
PL
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1 MARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1
CR
M
H
V
V VE E
CL CL
CL H
CL CL
SD
OC
OC OC
OC
OC
OC
TV
1 2
2
WP
C.7
C.2
B
A
11
1
1
2 2
2
2
2
2 2
2
2
2
2
2
3
2
C.7
C.2
B
A
11
2
2
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
B. IT IS MANDATORY THAT THE EXISTING BUILDING REMAIN IN CONTINUOUS AND NON-
INTERRUPTED OPERATION DURING REMODELING/ALTERING OF THE EXISTING BUILDING.
THE SPECIFIC AREA(S) BEING REMODELED/ALTERED AT ANY SCHEDULED TIME ARE
OBVIOUSLY EXCLUSIVE OF THE STATEMENT. SERVICES TO EXISTING BUILDING SHALL BE
KEPT ON CONTINUOUS OPERATION INCLUDING POWER, LIGHTING, TELEPHONE, ETC. ANY
ABSOLUTELY NECESSARY INTERRUPTION OF THESE SERVICES TO ACCOMPLISH PROJECT
CONSTRUCTION, SHALL BE ARRANGED WITH THE OWNER THROUGH THE GENERAL
CONTRACTOR. A MINIMUM OF TWO (2) WEEKS IN ADVANCE.
C. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN DEMOLITION, REMOVAL,
CAPPING, STORING, ABANDONING, DISCONNECTION, RELOCATION AND RECONNECTION OF
EXISTING ELECTRICAL EQUIPMENT AND MATERIAL. ALL CUTTING, PATCHING, REPAIRING,
REPLACEMENT AND REFINISHING, SHALL MATCH THE EXISTING CONSTRUCTION AS NEARLY
AS POSSIBLE.
D. IF IN THE REMODELED/ALTERED AREAS THERE ARE ANY FEEDERS, CONDUITS, BRANCH
CIRCUITS, SIGNAL AND TELEPHONE CIRCUITS, ETC. PASSING THROUGHOUT THE
REMODELED AREAS TO SERVE (OR BE SERVED FROM EXISTING ADJACENT, REMOTE, OR
SURROUNDING THAT ARE TO REMAIN) SHALL BE RETAINED AND KEPT OPERATIONAL AND
SHALL BE REROUTED IN ALL CASES WHERE THEY INTERFERE WITH ANY NEW WORK OR
USAGE TO BE ACCOMPLISHED IN THE REMODELED AREA.
E. WHERE DEVICES ARE OMITTED FROM PRESENT BRANCH CIRCUITS, THE REMAINING
DEVICES SHALL BE REWIRED. IF NEEDED AND AS REQUIRED, TO REMAIN ON THE
RERSPECTIVE CIRCUITS AND IN OPERATING CONDITION.
F. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECHURAL DRAWINGS TO FAMILIARIZE
HIMSELF WITH THE EXTENT OF ALTERATIONS/REMODELING WORK.
G. ALL WIRING (POWER, LIGHTING) NOT REUSED FOR REMODELING AREAS SHALL BE
COMPLETELY REMOVED BACK TO ASSOCIATED PANELS.
H. THE OWNER SHALL HAVE THE FIRST CHOICE TO ACCEPT EXISTING DEVICES BEING
COMPLETELY REMOVED.
I. REMOVE ALL DEVICES WITHIN PROJECT AREA UNLESS OTHERWISE NOTED.
J. REMOVE ALL ABANDONED CONDUITS, BOXES AND WIRING WITHIN PROJECT AREA.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
M
B
u
r
n
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
M
B
U
R
N
S
7
1
4
.
r
v
t
9/
2
2
/
2
0
1
5
1
0
:
1
5
:
1
3
A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E111.1
ELECTRICAL DEMOLITION
PLANS
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
1 DISCONNECT AND REMOVE EXISTING LIGHT FIXTURES, EXIT SIGNS, RECEPTACLES, FIRE
ALARM DEVICES ETC. AND ASSOCIATED CONDUIT/WIRING BACK TO SOURCE.
2 EXISTING LIGHT FIXTURES, RECEPTACLES, TELECOM DEVICES, FIRE ALARM DEVICES, CARD
READERS ETC IN THIS ROOM/AREA SHALL REMAIN. MAINTAIN CONDUIT/WIRING UNLESS
NOTED OTHERWISE.
3 DISCONNECT AND REMOVE EXISTING RECEPTACLE. MAINTAIN EXISTING CONDUIT/WIRING
FOR NEW LOCATION. NEW DEVICE SHALL BE INSTALLED IN APPROXIMATE LOCATION PRIOR
TO DEMOLITION.
1/8" = 1'-0" 1 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
1/8" = 1'-0" 2 SECOND FLOOR ELECTRICAL DEMOLITION PLAN
MARK DATE DESCRIPTION
UP
UP
OC
OC
OC
OC
J
L1 L1 L1 L1 L1
L1
L1 L1 L1 L1 L2
L2
L1
L1 L1
L1
L2
L2 L2
L2 L2
DISCHARGE
VESTIBULE
1023
WATER
SERVICE
1024
STAIR
S1-1
STAIR
S2-1
L1
EMER ELEC
1053
MEP
1054
BULK
STORAGE
1050
RECEIVING
1048
MANIFOLD
ROOM
1090
BIO-HAZARD
1049
BULK
STORAGE
1050
NORMAL
ELEC
1052
+60"
L2
3
3
3
3
ELEVATOR
E2-1
L2 L2
ELEC.
CLOSET
1021
DATA
1064
L2
L1
L1
L2 L2 L2
H
G.7
G.1
G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 33.1 4 4.1 4.4 5 5.5 5.7 6 6.2 7
ELEVATOR 2
E2-1
SHELL
SPACE
100
1
1
L3
2 WP
L4 L4
4
2
WP
L4 L4 31
3
3
3
3
a a
aa
aa
a a
a
a
aa
a
1HEQ1- 3
1HEQ1- 3
1HEQ1- 3
1HEQ1- 3 1HN1- 2
1HN1- 2
1HN1- 2
1HCR1- 1
1 1HN1- 4
1HEQ1- 4
L3
L3
L3
L3
1HLS1- 3
1HLS1- 3
1HLS1- 3
1HLS1- 5
1HLS1- 5
LS4A
LS4A
a
a
LS4A
LS4 a
a
1HLS1- 2
5
51HLS1- 1
6
XB1W
1HLS1- 1
+108"
+108"
+108"
7
7
7
7
7
+108"
+108"
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
M
B
u
r
n
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
M
B
U
R
N
S
7
1
4
.
r
v
t
9/
2
2
/
2
0
1
5
1
0
:
1
5
:
2
4
A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E210.1
FIRST FLOOR LIGHTING
PLAN - AREA A
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
1 CONNECT LIGHT FIXTURES SHOWN ON NORMAL POWER THROUGH APPROPRIATE
SWITCHING/OCCUPANCY SENSORS TO THE 20A, 1P, 277VAC CIRCUIT FROM PANEL 1HN1.
2 COORDINATE LOCATION OF ELEVATOR PIT LIGHT FIXTURE AND SWITCHES IN THE FIELD.
CONNECT LIGHT FIXTURES TO 20A, 1P, 120VAC PIT RECEPTACLE CIRCUIT SHOWN ON SHEET
E310.1. FIXTURES SHALL NOT BE CONNECTED TO LOAD SIDE OF GFCI.
3 CONNECT LIGHT FIXTURES SHOWN ON EQUIPMENT POWER THROUGH APPROPRIATE
SWITCHING/OCCUPANCY SENSORS TO THE 20A, 1P, 277VAC CIRCUIT FROM PANEL 1HEQ1.
4 CONNECT LIGHT FIXTURES SHOWN ON CRITICAL POWER THROUGH APPROPRIATE
SWITCHING/OCCUPANCY SENSORS TO THE 20A, 1P, 277VAC CIRCUIT FROM PANEL 1HCR1.
5 CONNECT LIGHT FIXTURES SHOWN IN STAIR TO THE 20A,1P,277VAC LIFE SAFETY CIRCUIT
FROM PANEL 1HLS1.
6 PROVIDE JUNCTION BOX FOR FUTURE LED LIGHT LOCATED IN WINDOW FRAME (FUTURE
LOGO). CONTRACTOR SHALL COORDINATE EXACT LOCATION OF JUNCTION BOX BEFORE
FINAL ROUGH IN. INSTALL 1" CONDUIT FROM JUNCTION BOX TO ABOVE CEILING IN
ADJACENT MEP ROOM.
7 CONNECT EXTERIOR LIGHT FIXTURES TO 20A, 1P, 277VAC LIFE SAFETY CIRCUIT INDICATED
THROUGH PHOTOCELL. REFER TO SHEET E800.1 FOR PHOTOCELL DETAIL.
1/8" = 1'-0" 1 FIRST FLOOR LIGHTING PLAN - AREA A
MARK DATE DESCRIPTION
OC
OC OC
OC
OC
OC
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
H
G
E.1
C.8
C.7
C.2
B
A
7
8 9 10 11
SHELL
SPACE
100
STAIR
135
1HLS1- 5
1HLS1- 5
L3
L3
+96"
+96"
7
7
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
M
B
u
r
n
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
M
B
U
R
N
S
7
1
4
.
r
v
t
9/
2
2
/
2
0
1
5
1
0
:
1
5
:
3
6
A
M
08910004
21 SEPT 2015
WBH
VMV
VMV E211.1
FIRST FLOOR LIGHTING
PLAN - AREA B
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
7 CONNECT EXTERIOR LIGHT FIXTURES TO 20A, 1P, 277VAC LIFE SAFETY CIRCUIT INDICATED
THROUGH PHOTOCELL. REFER TO SHEET E800.1 FOR PHOTOCELL DETAIL.
1/8" = 1'-0"
1 FIRST FLOOR LIGHTING PLAN - AREA B
MARK DATE DESCRIPTION
DN
STAIR
S2-2
STAIR
S1-2
1 WP
1
L4
L4
WP
L4 L4
H
G.7
G.1
G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 33.1 4 4.1 4.4 4.5
5 5.5
5.7 6 6.2 7
ELECTRICAL
CLOSET
2030
ELEVATOR
E2-2
DATA
CLOSET
2061
SHELL
SPACE
002
ELEVATOR
E1-2
3 2
L2 L2 L2
2HEQ1- 2
LS3 LS3 LS3
LS3 LS3 LS3
LS3 LS3 LS3
LS3 LS3 LS3
LS3
LS3 LS3
LS3
4
1HLS1- 3
4
1HLS1- 3
4
1HLS1- 5
LS4
LS4A
LS4A
a
a
a
LS4A
LS4A
a
a
5 1HLS1- 2
5
1HLS1- 1
2HCR1- 2
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
M
B
u
r
n
s
\
D
o
c
u
m
e
n
t
s
\
0
8
9
1
0
0
0
4
-
M
E
P
_
B
S
A
L
S
_
C
E
N
T
R
A
L_
v
2
0
1
5
_
M
B
U
R
N
S
7
1
4
.
r
v
t
9/
2
2
/
2
0
1
5
1
0
:
1
5
:
4
5
A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E220.1
SECOND FLOOR
LIGHTING PLAN - AREA A
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
1 COORDINATE LOCATION OF LIGHT FIXTURES AND SWITCHES AT TOP OF SHAFT WITH
ELEVATOR SUPPLIER. CONNECT LIGHT FIXTURES TO 20A, 1P, 120VAC SHAFT RECEPTACLE
SHOWN ON SHEET E320.1. FIXTURE SHALL NOT BE CONNECTED TO LOAD SIDE OF GFCI.
2 CONNECT LIGHT FIXTURES SHOWN ON CRITICAL POWER THROUGH APPROPRIATE
SWITCHING/OCCUPANCY SENSORS TO THE 20A, 1P, 277VAC CIRCUIT FROM PANEL 2HCR1.
3 CONNECT LIGHT FIXTURES SHOWN ON EQUIPMENT POWER THROUGH APPROPRIATE
SWITCHING/OCCUPANCY SENSORS TO THE 20A, 1P, 277VAC CIRCUIT FROM PANEL 2HEQ1.
4 CONNECT EXTERIOR CANOPY LIGHT FIXTURES TO 20A, 1P, 277VAC LIFE SAFETY CIRCUIT
INDICATED THROUGH PHOTOCELL. REFER TO SHEET E800.1 FOR PHOTOCELL DETAIL.
5 CONNECT LIGHT FIXTURES SHOWN IN STAIR TO THE 20A,1P,277VAC CIRCUIT FROM PANEL
1HLS1.
1/8" = 1'-0" 1 SECOND FLOOR LIGHTING PLAN - AREA A
MARK DATE DESCRIPTION
UP
UP
M V
M
SD
HD HD
M
H
CR
CR M
CR
IC
CR
M
CR
JJ
M
IC
J
J J
SD
J
J
J
DC DC
DC
DC
DC
PT
PT DC
DC PT
DC
DC
DC
DC
PT
DC
M
TS TS TS
TS FS
FS
FS
SD
J
J
DD
DD
DD
DD
J
DC
PT
CR M
E310.1
2
DISCHARGE
VESTIBULE
1023
WATER
SERVICE
1024
STAIR
S1-1
STAIR
S2-1
GFCI
WP
GFCI
WP
GFCI
WP
BULK
STORAGE
1050
MANIFOLD
ROOM
1090
RECEIVING
1048
NORMAL
ELEC
1052
EMER ELEC
1053
MEP
1054 GFCI
GFCI
WP
+60"
1
1
GFCI
WP
ELEVATOR
E2-1
BIO-HAZARD
1049
GFCI
WP
DS
DATA
1064
ELEC.
CLOSET
1021
GFCI
WP
3
GROUND
BUS
TELEPHONE
BOARD
(2) 4" C ONDUIT SLEEVES
(2) 2" C ONDUIT SLEEVES
1
E310.1
3
DS
4
4
ELEVATOR 2
E2-1
5
H
G.7
G.1 G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 33.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
6
6
7
1LCR1- 2,4, F30
1LCR1- 1,3
1LLS1- 2
11
1LCR1- 6
13
ECUH-4
8
BY M.C.
1HEQ1- 1, F30
10
8 9
8
1LEQ1- 2
ECUH-3
10
BY M.C.
1HEQ1- 2, F30
4
1LLS1- 7
8
10
10
1LLS1- 8 2
2
11
11
11 8
6
836
3
4
8 98
8
9 8
8
1LLS1- 1
2
2
1
2
2
2
2
1
4 4
44
DWH-1
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CLOSET
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AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
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A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E310.1
FIRST FLOOR POWER
AND SYSTEMS PLAN -
AREA A
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
1 REFER TO ENLARGED ELECTRICAL ROOM PLAN ON THIS SHEET FOR EQUIPMENT LAYOUT IN
THIS ROOM.
2 TRANSFORMER TO BE SUPPORTED FROM STRUCTURE.
3 PROVIDE A TOTAL OF (2) CRITICAL CIRCUITS TO JUNCTION BOX ABOVE CEILING FOR RACKS.
CONNECT TO CIRCUITS INDICATED.
4 PROVIDE INTERCOM WITH VIDEO INTERFACE THAT WILL REPORT TO RECEPTION 1004.
5 MEDGAS MANIFOLD, CONNECT TO 20A, 1P, 120VAC LIFE SAFETY CIRCUIT INDICATED.
COORDINATE ROUGH-IN LOCATION WITH PLUMBING PRIOR TO ROUGH-IN.
6 PROVIDE CONTACT CLOSURE TO CONTROL SLIDING DOOR WITH VALID CARD READ. PROVIDE
CABLE TO MONITOR DOOR POSITION CONTACTS AT DOOR CONTROLLER.
7 DOOR TO UNLOCK AND LOCK FOR NORMAL BUSINESS HOURS.
8 CONNECT NORMAL POWER RECEPTACLES IN THIS ROOM/AREA TO 20A, 1P, 120VAC CIRCUIT
FROM PANEL 1LN1.
9 CONNECT EMERGENCY POWER RECEPTACLES IN THIS ROOM/AREA TO 20A, 1P, 120VAC
CIRCUIT FROM PANEL 1LEQ1.
10 CONNECT NORMAL POWER RECEPTACLES IN THIS ROOM/AREA TO 20A, 1P, 120VAC CIRCUIT
FROM PANEL 1LN2.
11 ACCESS CONTROL PANEL, CONNECT TO 20A, 1P, 120VAC LIFE SAFETY CIRCUIT SHOWN.
COORDINATE LOCATIONS WITH DOOR HARDWARE VENDOR PRIOR TO ROUGH-IN.
12 COORDINATE DEVICES LOCATIONS WITH ELEVATOR VENDOR.
13 PROVIDE FIRE RATED PLYWOOD ON THREE WALLS OF DATA ROOM FROM 6" ABOVE FINISH
FLOOR TO 102" ABOVE FINISH FLOOR. PAINT WITH FIRE RETARDANT PAINT.
14 REMOTE TEST STATIONS FOR DUCT DETECTORS TO BE LOCATED IN FIRST FLOOR CEILING
AS PART OF BP #2.
1/8" = 1'-0" 1 FIRST FLOOR POWER AND SYSTEMS PLAN - AREA A
1/4" = 1'-0" 2 ENLARGED FIRST FLOOR ELECTRICAL ROOMS
1/4" = 1'-0" 3 ENLARGED FIRST FLOOR ELECTRICAL CLOSET 1021
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
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AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
C:
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A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E311.1
FIRST FLOOR POWER
AND SYSTEMS PLAN -
AREA B
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
1 CONNECT NORMAL POWER RECEPTACLES IN THIS ROOM/AREA TO 20A, 1P, 120VAC CIRCUIT
FROM PANEL 1LN1.
2 EXISTING RECEPTACLES, FIRE ALARM DEVICES, TELECOM DEVICES, SPEAKERS ETC. IN
THIS ROOM/AREA SHALL REMAIN. MAINTAIN CONDUIT/WIRING UNLESS NOTED OTHERWISE.
3 CONNECT NORMAL POWER RECEPTACLES IN THIS ROOM/AREA TO 20A, 1P, 120VAC CIRCUIT
FROM PANEL 1LN2.
1/8" = 1'-0" 1 FIRST FLOOR POWER AND SYSTEMS PLAN - AREA B
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
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08910004 21 SEPT 2015 WBH MEB BAC E320.1SECOND FLOOR POWER AND SYSTEMS PLAN - AREA A 0891 CONSTRUCTION DOCUMENTSPLAN NOTES 1 COORDINATE LOCATION OF ELEVATOR RECEPTACLES AT TOP OF SHAFT WITH ELEVATOR SUPPLIER. CONNECT TO 20A, 1P, 120VAC EQUIPMENT BRAN CH CIRCUIT FROM PANEL 2LEQ1. 2 CONNECT 3P, 480VAC FEED TO DISCONNECT (PROVIDED BY ELEVATOR SUPPLIER) FOR ELEVATOR MAIN POWER SUPPLY. REFER TO RISER DIAGRAM ON SHEET E700.1 FOR ADDITIONAL INFORMATION. COORDINATE EXACT REQUIREMEN TS WITH ELEVATOR PROVIDER PRIOR TO INSTALLATION. 3 CONNECT TO DISCONNECT (PROVIDED BY ELEVATOR SUPPLI ER) FOR ELEVATOR 120V REQUIREMENTS. CONNECT TO 20A, 1P, 120VAC CIRCUIT IN DICATED WITH 3/4"C , 2#10 + 1#10 GND. 4 PROVIDE A TOTAL OF (2) CRITICAL CIRCUITS TO JUNCTI ON BOX ABOVE CEILING FOR RACKS. CONNECT TO CIRCUITS INDICATED. 5 REFER TO ENLARGED ELECTRICAL ROOM PLAN ON THIS SHE ET FOR EQUIPMENT LAYOUT IN THIS ROOM. 6 CONNECT ADDRESSABLE RELAY TO FIRE ALARM SYSTEM. 7 CONNECT NORMAL POWER RECEPTACLES IN THIS ROOM/AREA TO 20A, 1P, 120VAC CIRCUIT FROM PANEL 2LN1. 8 ACCESS CONTROL PANEL, CONNECT TO 20A, 1P, 120VAC L IFE SAFETY CIRCUIT INDICATED. COORDINATE LOCATIONS WITH DOOR HARDWARE VENDOR PRIO R TO ROUGH-IN. 9 CONNECT EXTERIOR SIGNAGE T0 20A, 1P, 277VAC NORMAL CIRCUIT INDICATED THROUGH PHOTOCELL. REFER TO SHEET E800.1 FOR PHOTOCELL DETA IL. 10 PROVIDE FIRE RATED PLYWOOD ON THREE WALLS OF DATA ROOM FROM 6" ABOVE FINISH FLOOR TO 102" ABOVE FINISH FLOOR. PAINT WITH FIRE R ETARDANT PAINT. 11 REMOTE TEST STATIONS FOR DUCT DETECTORS TO BE LOC ATED IN SECOND FLOOR CEILING AS PART OF BP #2.
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10
#3/0
TYP.
#3/0
TYP.
#3/0
TYP.
#3/0
TYP.
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
CADWELD
CONCRETE COLUMN
#3/0 AWG BARE COPPER
CONNECTION TO COLUMN
REINFORCING STEEL COLUMN FOOTING
OR FOUNDATION
5/8"x10'-0" COPPER
CLAD GROUND ROD
REINFORCING STEEL
GRAVEL FILL LAYER
FINISHED FLOOR SLAB
6"
.
CADWELD
PROVIDE A 1-INCH PVC CONDUIT WITHIN CONCRETE COLUMN FOR
ROUTING ON LIGHTNING PROTECTION DOWN CONDUCTOR. STUB AT 4-
INCH ABOVE PENTHOUSE FLOOR LEVEL (COORDINATE WITH STEEL
BASE PLATES) AND 2’-0” AWAY FROM BUILDING PERIMETER
UNDERGROUND NEAR GROUND ROD. PROVIDE WITH PULL STRING
AND CAP EACH END TO PREVENT DEBRIS FROM ENTERING.
LIGHTNING PROTECTION SYSTEM
DOWN CONDUCTOR
PENTHOUSE FLOOR LEVEL.
CADWELD
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
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08910004
21 SEPT 2015
WBH
MEB
BAC E500.1
ELECTRICAL GROUNDING
PLAN
0891
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0" 1 ELECTRICAL GROUNDING PLAN
NO SCALE 2 STRUCTURAL COLUMN GROUNDING DETAIL
PLAN NOTES
1 5/8" DIAMETER x 10' LONG COPPER CLAD GROUND ROD. CONNECT AS SHOWN WITH BARE
#3/0 AWG TO PERIMETER GROUNDING AND COLUMN REINFORCING STEEL.
2 MAIN GROUND BUS LOCATED IN NORMAL ELECTRICAL ROOM. CONNECT TO PERIMETER
GROUND LOOP WITH BARE #3/0 AWG. REFER TO SHEET E701.1 FOR GROUND BUS DETAIL.
3 PROVIDE A #3/0 AWG COPPER CONDUCTOR TO INTERIOR FIRE SERVICE MAIN AT THE POINT
OF THE ENTRANCE TO THE BUILDING.
4 PROVIDE A #3/0 AWG COPPER CONDUCTOR TO SERVICE ENTRANCE SWITCHBOARD.
5 PROVIDE A #3/0 COPPER CONDUCTOR TO INTERIOR DOMESTIC WATER MAIN AT THE POINT
OF ENTRANCE TO THE BUILDING.
6 PROVIDE A #3/0 COPPER CONDUCTOR TO ALL OTHER ELECTRICAL ROOMS AND CONNECT
TO EACH GROUND BUS.
7 PROVIDE A #3/0 COPPER CONDUCTOR TO EACH TELECOM ROOM GROUND BUS.
8 PROVIDE A #3/0 COPPER CONDUCTOR TO EACH INTERIOR GAS PIPING SYSTEM AT THE
POINT OF ENTRANCE TO THE BUILDING OR AT THE ORIGIN OF SYSTEM.
9 CONNECT TO EXISTING GROUNDING LOOP.
10 INSTALL LIGHTNING PROTECTION DOWN CONDUCTOR FROM ROOF LEVEL DOWN AND
EXOTHERMICALLY WELD TO GROUND ROD. PROVIDE DOWN CONDUCTOR CONDUIT. REFER
TO DETAIL ON THIS SHEET. REFER TO SHEET E502.1 FOR CONTINUATION AND ADDITIONAL
WORK RELATED TO LIGHTNING PROTECTION SYSTEM. MARK DATE DESCRIPTION
H
G.7
G.1 G
F.2
F
E.8
E.1
E
D
C.8
C.7
C.2
C
B
A
1 1.8 2 2.4 2.6 33.1 4 4.1 4.4 4.5 5 5.5 5.7 6 6.2 7
8 9 10 11
1
1
TYP
4
TYP
2
TYP
3
TYP
5
TYP
3
TYP
2
TYP
4
TYP
TYP
TYP
5
6
TYP
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
B. THE INFORMATION ON THIS PLAN IS MEANT TO ILLUSTRATE THE BASIC INTENT OF THE
SYSTEM. A COMPLETE MASTER LABELED LIGHTNING PROTECTION SYSTEM SHALL BE
PROVIDED IN FULL COMPLIANCE WITH THE LATEST EDITIONS OF UL96A AND NFPA 780.
C. REFER TO ARCHITECTURAL AND MECHANICAL ROOF PLANS, ELEVATIONS, DETAILS, AND
SECTIONS FOR INFORMATION ON CONFIGURATION AND ELEVATION CHANGES, EQUIPMENT
LOCATIONS, ETC. ALL CONDUCTORS SHALL BE CONCEALED FROM VIEW.
D. REFER TO ELECTRICAL GROUNDING SYSTEM PLAN ON SHEET E500.1 FOR ADDITIONAL
INFORMATION.
E. ALL AIR TERMINALS ON PARAPET WALL SHALL BE ATTACHED TO BACKSIDE OF PARAPIT
WALL USING A SIDE MOUNTED BRACKET.
AREA A
EXIST.
AREA B
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
KEYPLAN
PLAN NORTH
INDIANA SPINE HOSPITAL
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08910004
21 SEPT 2015
WBH
MEB
BAC E501.1
ELECTRICAL LIGHTNING
PROTECTION PLAN
0891
CONSTRUCTION
DOCUMENTS
PLAN NOTES
1 LIGHTNING PROTECTION SYSTEM AIR TERMINAL.
2 LIGHTNING PROTECTION SYSTEM CABLING.
3 LIGHTNING PROTECTION SYSTEM CABLE SPLICE.
4 LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR TO GROUND ROD. REFER TO
GROUNDING PLAN ON SHEET E500.1 FOR ADDITIONAL INFORMATION.
5 CONNECTION TO MECHANICAL EQUIPMENT.
6 LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR TO ROOF LEVEL BELOW.
1/8" = 1'-0" 1 LIGHTNING PROTECTION PLAN
MARK DATE DESCRIPTION
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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08910004
21 SEPT 2015
WBH
MEB
BAC E600.1
ELECTRICAL SCHEDULES
0891
CONSTRUCTION
DOCUMENTS
1. SUPPLY FANS SHALL BE DIALED BACK TO 50% WHEN ON EMERGENCY POWER.
Remarks:
Total Connected Load (Amps): 426.7
Total Connected Load (kVA): 354.7
10 Space -- -- -- -- -- -- -- -- -- -- 0.0 --
9 Space -- -- -- -- -- -- -- -- -- -- 0.0 --
8 Spare 3 100 A 100 A 0.0
7 Spare 3 100 A 100 A 0.0
6 ELEV. 2-2 X 3 225 A 225 A 64.0
5 AHU-2 X 3 200 A 200 A 151.0
4 AHU-1 X 3 200 A 175 A 107.0 1
3 2HEQ1 X X X 3 200 A 200 A 6.9
2 1HEQ1 X 3 300 A 300 A 14.5
1 1TEQ1 X 3 125 A 125 A 11.1
CKT Circuit Description Fixed
Adj.
Inst. L S I G
100%
Rated Poles
Frame
Size
Trip
Rating
Load
(kVA) Remarks:
Thermal Mag Electronic Trip
Breaker Information
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 800 A
Mounting: Surface Wire: 4 Main Type: Main Breaker
Supplied From: ATS-EQ1 Phase: 3 A.I.C. Rating: 42,000
Location: EMER ELEC 1053 Voltage: 480/277 Wye Branch: Equipment
Distribution Panel: 1HEQDP1
Remarks:
Total Connected Load... 1.9
Total Connected Load (kVA): 1.6
12 Space -- -- -- -- -- -- -- -- -- -- 0.0 --
11 Space -- -- -- -- -- -- -- -- -- -- 0.0 --
10 Spare X 3 100 A 100 A 0.0
9 Spare X 3 100 A 100 A 0.0
8 1HCR1 X 3 100 A 100 A 1.6
7 1TCR1 X 3 125 A 125 A 0.0
6 OR # 3B (FUTURE BP #2) X 2 30 A 30 A 0.0
5 OR # 3A (FUTURE BP #2) X 2 30 A 30 A 0.0
4 OR # 2B (FUTURE BP #2) X 2 30 A 30 A 0.0
3 OR # 2A (FUTURE BP #2) X 2 30 A 30 A 0.0
2 OR #1B (FUTURE BP #2) X 2 30 A 30 A 0.0
1 OR #1A (FUTURE BP #2) X 2 30 A 30 A 0.0
CKT Circuit Description Fixed
Adj.
Inst. L S I G
100%
Rated Poles
Frame
Size
Trip
Rating
Load
(kVA) Remarks:
Thermal Mag Electronic Trip
Breaker Information
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 250 A
Mounting: Surface Wire: 4 Main Type: Main Breaker
Supplied From: ATS-CR1 Phase: 3 A.I.C. Rating: 42,000
Location: EMER ELEC 1053 Voltage: 480/277 Wye Branch: Critical
Switchboard: 1HCRDP1
Remarks:
Total Connected Load (Amps): 34.6
Total Connected Load (kVA): 12.5
10 Space -- -- -- -- -- -- -- -- -- -- 0.0 --
9 Space -- -- -- -- -- -- -- -- -- -- 0.0 --
8 Space -- -- -- -- -- -- -- -- -- -- 0.0 --
7 Spare X 3 100 A 100 A 0.0
6 Spare X 3 100 A 100 A 0.0
5 Spare X 3 100 A 100 A 0.0
4 2LN1 X 3 300 A 300 A 1.2
3 Spare X 3 100 A 100 A 0.0
2 1LN2 X 3 100 A 100 A 3.6
1 1LN1 X 3 125 A 125 A 7.6
CKT Circuit Description Fixed
Adj.
Inst. L S I G
100%
Rated Poles
Frame
Size
Trip
Rating
Load
(kVA) Remarks:
Thermal Mag Electronic Trip
Breaker Information
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 800 A
Mounting: Surface Wire: 4 Main Type: Main Breaker
Supplied From: 1TN1 Phase: 3 A.I.C. Rating: 65,000
Location: NORMAL ELEC 1052 Voltage: 120/208 Wye Branch: Normal
Distribution Panel: 1LNDP1
Remarks:
Total Connected Load (Amps): 156.7 A
Total Connected Load... 130.3 kVA
Total Load: 49.3 kVA 40.5 kVA 40.5 kVA
65 Spare 20 A 1 0.0 0.0 1 25 A Spare 66
63 Spare 20 A 1 0.0 0.0 1 25 A Spare 64
61 Spare 20 A 1 0.0 0.0 1 25 A Spare 62
59 -- -- -- 0.0 0.0 -- -- -- 60
57 -- -- -- 0.0 0.0 -- -- -- 58
55 Spare 20 A 3 0.0 0.0 3 60 A Spare 56
53 Spare 20 A 1 0.0 0.0 -- -- -- 54
51 Spare 20 A 1 0.0 0.0 -- -- -- 52
49 Spare 20 A 1 0.0 0.0 3 25 A Spare 50
47 Spare 25 A 1 0.0 0.0 -- -- -- 48
45 Spare 25 A 1 0.0 0.0 -- -- -- 46
43 Spare 25 A 1 0.0 0.0 3 20 A Spare 44
41 Spare 25 A 1 0.0 0.0 -- -- -- 42
39 Spare 25 A 1 0.0 0.0 -- -- -- 40
37 Spare 25 A 1 0.0 0.0 3 20 A Spare 38
35 -- -- -- 0.0 0.0 1 20 A Spare 36
33 -- -- -- 0.0 0.0 1 20 A Spare 34
31 Spare 25 A 3 0.0 0.0 1 20 A Spare 32
29 Spare 20 A 1 0.0 0.0 -- -- -- 30
27 Spare 20 A 1 0.0 0.0 -- -- -- 28
25 Spare 20 A 1 0.0 0.0 3 20 A Spare 26
23 -- -- -- 1.3 0.0 -- -- -- 24
21 -- -- -- 1.3 0.0 -- -- -- 22
19 RM. 1054: CAP-1 15 A 3 1.3 0.0 3 20 A Spare 20
17 -- -- -- 8.3 25.0 -- -- -- 18
15 -- -- -- 8.3 25.0 -- -- -- 16
13 RM. 1065 - WASHER 40 A 3 8.3 25.0 3 125 A RM. 1065 - FUTURE STERILIZER 14
11 Spare 20 A 1 0.0 0.0 1 20 A Spare 12
9 Spare 20 A 1 0.0 0.0 1 20 A Spare 10
7 VEST. 1023: ECUH-1 25 A 1 4.4 4.4 1 25 A VEST. 1000: ECUH-2 8
5 -- -- -- 5.0 0.8 -- -- -- 6
3 -- -- -- 5.0 0.8 -- -- -- 4
1 RM. 1054: FUTURE H-2 15 A 3 5.0 0.8 3 15 A RM. 1054: ROP-1 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 300 A
Mounting: Surface Wire: 4 Main Type: MLO
Supplied From: 1HNSB1 Phase: 3 A.I.C. Rating: 65,000
Location: NORMAL ELEC 1052 Voltage: 480/277 Wye Branch: Normal
Branch Panel: 1HN2
Remarks:
Total Connected Load (Amps): 3.0 A
Total Connected Load (kVA): 2.5 kVA
Total Load: 1.6 kVA 0.8 kVA 0.1 kVA
29 Space -- -- 0.0 0.0 -- -- Space 30
27 Space -- -- 0.0 0.0 -- -- Space 28
25 Space -- -- 0.0 0.0 -- -- Space 26
23 Spare 20 A 1 0.0 0.0 1 20 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 20 A Spare 20
17 Spare 20 A 1 0.0 0.0 1 20 A Spare 18
15 Spare 20 A 1 0.0 0.0 1 20 A Spare 16
13 Spare 20 A 1 0.0 0.0 1 20 A Spare 14
11 Spare 20 A 1 0.0 0.0 1 20 A Spare 12
9 Spare 20 A 1 0.0 0.0 1 20 A Spare 10
7 Spare 20 A 1 0.0 0.0 1 20 A Spare 8
5 HEALING GARDEN - LTG. 20 A 1 0.1 0.0 1 20 A Spare 6
3 -- -- -- 0.8 0.0 1 20 A RM. 1024 4
1 SITE LIGHTING 20 A 2 0.8 0.8 1 20 A RMS. 1048, 49, 50 2
Circuit
Number Circuit Description Trip Poles
A B C
Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: YES Main Rating: 100 A
Mounting: Surface Wire: 4 Main Type: MLO
Supplied From: 1HNSB1 Phase: 3 A.I.C. Rating: 65,000
Location: NORMAL ELEC 1052 Voltage: 480/277 Wye Branch: Normal
Branch Panel: 1HN1
1. PROVIDE ALL FEEDER BREAKERS WITH GROUND FAULT TRIP.
Remarks:
Total Connected Load (Amps): 1351.1
Total Connected Load (kVA): 1123.3 ...
16 Spare X X 3 250 A 250 A 0.0 1
15 Spare X X 3 400 A 400 A 0.0 1
14 Spare X X 3 100 A 100 A 0.0 1
13 Spare X X 3 225 A 225 A 0.0 1
12 ELEV. E2-1 X X 3 225 A 225 A 64.0 1
11 AHU-1 X X 3 250 A 250 A 200.0 1
10 2HN2 X X 3 225 A 225 A 93.0 1
9 1HN1 X X 3 125 A 125 A 2.5 1
8 1HN2 X X 3 400 A 300 A 130.3 1
7 1TN1 X X 3 400 A 350 A 12.4 1
6 2HN1 X X 3 100 A 100 A 1.2 1
5 FUTURE H-1 X X 3 100 A 100 A 72.0 1
4 ATS-EQ1 X X X X 3 800 A 800 A 354.6 1
3 ATS-EQ2 X X X X 3 250 A 250 A 181.0 1
2 ATS-CR1 X X X X 3 250 A 250 A 1.6 1
1 ATS-LS1 X X X X 3 200 A 200 A 10.5 1
CKT Circuit Description Fixed
Adj.
Inst. L S I G
100%
Rated Poles
Frame
Size
Trip
Rating
Load
(kVA) Remarks:
Thermal Mag Electronic Trip
Breaker Information
A. SWITCHBOARD SHALL BE RATED FOR SERVICE ENTRANCE.
B. SWITCHBOARD SHALL BE PROVIDED WITH AN INTEGRAL SURGE PROTECTION DEVICE (SPD) PER SPECIFICATION 264313
C. SWITCHBOARD SHALL BE PROVIDED WITH AN INTEGRAL POWER MONITOR PER SPECIFICATION SECTION 262413.
D. BOND THE NEUTRAL AND GROUND BUSSES IN SWITCHBOARD AND CONNECT TO MAIN GROUND BUS PER SHEET E701.1.
E. MAIN BREAKER SHALL BE PROVIDED WITH GROUND FAULT TRIP.
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 2000 A
Mounting: Pad Wire: 4 Main Type: Main Breaker
Supplied From: Phase: 3 A.I.C. Rating: 65,000
Location: NORMAL ELEC 1052 Voltage: 480/277 Wye Branch: Normal
Distribution... 1HNSB1
Remarks:
Total Connected Load (Amps): 21.1 A
Total Connected Load... 7.6 kVA
Total Load: 3.6 kVA 2.0 kVA 2.0 kVA
65 Space -- -- 0.0 0.0 -- -- Space 66
63 Space -- -- 0.0 0.0 -- -- Space 64
61 Space -- -- 0.0 0.0 -- -- Space 62
59 Space -- -- 0.0 0.0 -- -- Space 60
57 Spare 20 A 1 0.0 0.0 -- -- Space 58
55 Spare 20 A 1 0.0 0.0 1 20 A Spare 56
53 Spare 20 A 1 0.0 0.0 1 20 A Spare 54
51 Spare 20 A 1 0.0 0.0 1 20 A Spare 52
49 Spare 20 A 1 0.0 0.0 1 20 A Spare 50
47 Spare 20 A 1 0.0 0.0 1 20 A Spare 48
45 Spare 20 A 1 0.0 0.0 1 20 A Spare 46
43 Spare 20 A 1 0.0 0.0 1 20 A Spare 44
41 Spare 20 A 1 0.0 0.0 1 20 A Spare 42
39 Spare 20 A 1 0.0 0.0 1 20 A Spare 40
37 Spare 20 A 1 0.0 0.0 1 20 A Spare 38
35 Spare 20 A 1 0.0 0.0 1 20 A Spare 36
33 Spare 20 A 1 0.0 0.0 1 20 A Spare 34
31 Spare 20 A 1 0.0 0.0 1 20 A Spare 32
29 Spare 20 A 1 0.0 0.0 1 20 A Spare 30
27 Spare 20 A 1 0.0 0.0 1 20 A Spare 28
25 Spare 20 A 1 0.0 0.0 1 20 A Spare 26
23 Spare 20 A 1 0.0 0.0 1 20 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 20 A Spare 20
17 Spare 20 A 1 0.0 0.0 1 20 A Spare 18
15 Spare 20 A 1 0.0 0.0 1 20 A Spare 16
13 RM. S2-1 - RECEP 20 A 1 0.2 0.0 1 20 A Spare 14
11 EXTERIOR RECEPS & CAMERAS 20 A 1 1.0 0.0 1 20 A Spare 12
9 Spare 20 A 1 0.0 0.6 1 20 A RM. 1054: ROM-1, ROP-1, CF-1 CNTL PANEL 10
7 Spare 20 A 1 0.0 1.6 1 20 A RM. 1054: ROM-1 8
5 SITE RECEPTACLES 20 A 1 0.4 0.6 1 20 A RM. 1054 - RECEP 6
3 SITE RECEPTACLES 20 A 1 0.4 1.0 1 20 A RMS. 1050,52, 53 - RECEPS 4
1 SITE RECEPTACLES 20 A 1 0.6 1.2 1 20 A RMS. 1048, 49, 50, 90 - RECEPS 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 125 A
Mounting: Surface Wire: 4 Main Type: MLO
Supplied From: 1LNDP1 Phase: 3 A.I.C. Rating: 10,000
Location: NORMAL ELEC 1052 Voltage: 120/208 Wye Branch: Normal
Branch Panel: 1LN1
SERVICE TRANSFORMER
GENERATOR
1. PROVIDE WITH GROUND FAULT INDICATION
Remarks:
Total Connected Load... 659.0
Total Connected Load (kVA): 547.9
4 ATS-LS1 X X X 3 200 A 200 A 10.5 1
3 ATS-CR1 X X X 3 250 A 250 A 1.6 1
2 ATS-EQ2 X X X 3 250 A 250 A 181.0 1
1 ATS-EQ1 X X X 3 800 A 800 A 354.6 1
CKT Circuit Description Fixed
Adj.
Inst. L S I G
100%
Rated Poles
Frame
Size
Trip
Rating
Load
(kVA) Remarks:
Thermal Mag Electronic Trip
Breaker Information
A. THE NEUTRAL/GROUND BOND SHALL OCCUR AT THE GENERATOR, NOT WITHIN THIS EQUIPMENT.
B. PROVIDE VERTICAL BARRIERS BETWEEN SECTIONS TO COMPLY WITH SEPARATION REQUIREMENTS PER NEC ARTICLE 700. REFER TO
SPECIFICATION SECTION 262413 FOR ADDITIONAL REQUIREMENTS.
C. EQUIPMENT SHALL BE PROVIDED WITH INTEGRAL SURGE PROTECTION DEVICES (SPD) PER SPECIFICATION SECTION 262413.
D. MAIN BREAKER SHALL BE PROVIDED WITH GROUND FAULT INDICATION ONLY
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 1200 A
Mounting: Pad Wire: 4 Main Type: Main Breaker
Supplied From: Phase: 3 A.I.C. Rating: 42,000
Location: EMER ELEC 1053 Voltage: 480/277 Wye Branch: Normal
Switchboard: 1HESB1
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
1
1
1
1
1
1
1
1
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:\
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08910004
21 SEPT 2015
WBH
MEB
BAC E601.1
ELECTRICAL SCHEDULES
0891
CONSTRUCTION
DOCUMENTS
Remarks:
Total Connected Load (Amps): 3.5 A
Total Connected Load... 1.3 kVA
Total Load: 0.8 kVA 0.4 kVA 0.0 kVA
77 Space -- -- 0.0 0.0 -- -- -- 78
75 Space -- -- 0.0 0.4 -- -- -- 76
73 Space -- -- 0.0 0.4 3 150 A PANEL 2LN2 74
71 Space -- -- 0.0 0.0 -- -- Space 72
69 Space -- -- 0.0 0.0 -- -- Space 70
67 Space -- -- 0.0 0.0 -- -- Space 68
65 Spare 20 A 1 0.0 0.0 -- -- Space 66
63 Spare 20 A 1 0.0 0.0 -- -- Space 64
61 Spare 20 A 1 0.0 0.0 -- -- Space 62
59 Spare 20 A 1 0.0 0.0 1 20 A Spare 60
57 Spare 20 A 1 0.0 0.0 1 20 A Spare 58
55 Spare 20 A 1 0.0 0.0 1 20 A Spare 56
53 Spare 20 A 1 0.0 0.0 1 20 A Spare 54
51 Spare 20 A 1 0.0 0.0 1 20 A Spare 52
49 Spare 20 A 1 0.0 0.0 1 20 A Spare 50
47 Spare 20 A 1 0.0 0.0 1 20 A Spare 48
45 Spare 20 A 1 0.0 0.0 1 20 A Spare 46
43 Spare 20 A 1 0.0 0.0 1 20 A Spare 44
41 Spare 20 A 1 0.0 0.0 1 20 A Spare 42
39 Spare 20 A 1 0.0 0.0 1 20 A Spare 40
37 Spare 20 A 1 0.0 0.0 1 20 A Spare 38
35 Spare 20 A 1 0.0 0.0 1 20 A Spare 36
33 Spare 20 A 1 0.0 0.0 1 20 A Spare 34
31 Spare 20 A 1 0.0 0.0 1 20 A Spare 32
29 Spare 20 A 1 0.0 0.0 1 20 A Spare 30
27 Spare 20 A 1 0.0 0.0 1 20 A Spare 28
25 Spare 20 A 1 0.0 0.0 1 20 A Spare 26
23 Spare 20 A 1 0.0 0.0 1 20 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 20 A Spare 20
17 Spare 20 A 1 0.0 0.0 1 20 A Spare 18
15 Spare 20 A 1 0.0 0.0 1 20 A Spare 16
13 Spare 20 A 1 0.0 0.0 1 20 A Spare 14
11 Spare 20 A 1 0.0 0.0 1 20 A Spare 12
9 Spare 20 A 1 0.0 0.0 1 20 A Spare 10
7 RM. 2030 - RECEP 20 A 1 0.2 0.0 1 20 A Spare 8
5 Spare 20 A 1 0.0 0.0 1 20 A Spare 6
3 Spare 20 A 1 0.0 0.0 1 20 A Spare 4
1 RM. S2-2 - RECEP 20 A 1 0.2 0.0 1 20 A Spare 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: Type 1 Ground: YES Main Rating: 300 A
Mounting: Surface Wire: 4 Main Type: MCB
Supplied From: 1LNDP1 Phase: 3 A.I.C. Rating: 10,000
Location: ELECTRICAL ROOM 2030 Voltage: 120/208 Wye Branch: Normal
Branch Panel: 2LN1
Remarks:
Total Connected Load (Amps): 2.4 A
Total Connected Load... 0.9 kVA
Total Load: 0.4 kVA 0.4 kVA 0.0 kVA
77 Space -- -- 0.0 0.0 -- -- Space 78
75 Space -- -- 0.0 0.0 -- -- Space 76
73 Space -- -- 0.0 0.0 -- -- Space 74
71 Spare 20 A 1 0.0 0.0 1 20 A Spare 72
69 Spare 20 A 1 0.0 0.0 1 20 A Spare 70
67 Spare 20 A 1 0.0 0.0 1 20 A Spare 68
65 Spare 20 A 1 0.0 0.0 1 20 A Spare 66
63 Spare 20 A 1 0.0 0.0 1 20 A Spare 64
61 Spare 20 A 1 0.0 0.0 1 20 A Spare 62
59 Spare 20 A 1 0.0 0.0 1 20 A Spare 60
57 Spare 20 A 1 0.0 0.0 1 20 A Spare 58
55 Spare 20 A 1 0.0 0.0 1 20 A Spare 56
53 Spare 20 A 1 0.0 0.0 1 20 A Spare 54
51 Spare 20 A 1 0.0 0.0 1 20 A Spare 52
49 Spare 20 A 1 0.0 0.0 1 20 A Spare 50
47 Spare 20 A 1 0.0 0.0 1 20 A Spare 48
45 Spare 20 A 1 0.0 0.0 1 20 A Spare 46
43 Spare 20 A 1 0.0 0.0 1 20 A Spare 44
41 Spare 20 A 1 0.0 0.0 1 20 A Spare 42
39 Spare 20 A 1 0.0 0.0 1 20 A Spare 40
37 Spare 20 A 1 0.0 0.0 1 20 A Spare 38
35 Spare 20 A 1 0.0 0.0 1 20 A Spare 36
33 Spare 20 A 1 0.0 0.0 1 20 A Spare 34
31 Spare 20 A 1 0.0 0.0 1 20 A Spare 32
29 Spare 20 A 1 0.0 0.0 1 20 A Spare 30
27 Spare 20 A 1 0.0 0.0 1 20 A Spare 28
25 Spare 20 A 1 0.0 0.0 1 20 A Spare 26
23 Spare 20 A 1 0.0 0.0 1 20 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 20 A Spare 20
17 Spare 20 A 1 0.0 0.0 1 20 A Spare 18
15 Spare 20 A 1 0.0 0.0 1 20 A Spare 16
13 Spare 20 A 1 0.0 0.0 1 20 A Spare 14
11 Spare 20 A 1 0.0 0.0 1 20 A Spare 12
9 Spare 20 A 1 0.0 0.0 1 20 A Spare 10
7 Spare 20 A 1 0.0 0.0 1 20 A Spare 8
5 Spare 20 A 1 0.0 0.0 1 20 A Spare 6
3 RM. 2004, S1-2 - RECEPS 20 A 1 0.4 0.0 1 20 A Spare 4
1 RM. 2001 - RECEP 20 A 1 0.2 0.2 1 20 A ROOF - RECEP 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: Type 1 Ground: YES Main Rating: 150 A
Mounting: Surface Wire: 4 Main Type: MLO
Supplied From: 2LN1 Phase: 3 A.I.C. Rating: 10,000
Location: ELECTRICAL ROOM 2030 Voltage: 120/208 Wye Branch: Normal
Branch Panel: 2LN2
Remarks:
Total Connected Load (Amps): 31.0 A
Total Connected Load... 11.2 kVA
Total Load: 5.7 kVA 2.8 kVA 2.7 kVA
41 Space -- -- 0.0 1.1 -- -- -- 42
39 Space -- -- 0.0 1.4 -- -- -- 40
37 Space -- -- 0.0 2.8 3 100 A 2LEQ1 38
35 Space -- -- 0.0 0.0 -- -- Space 36
33 Space -- -- 0.0 0.0 -- -- Space 34
31 Space -- -- 0.0 0.0 -- -- Space 32
29 Spare 20 A 1 0.0 0.0 1 20 A Spare 30
27 Spare 20 A 1 0.0 0.0 1 20 A Spare 28
25 Spare 20 A 1 0.0 0.0 1 20 A Spare 26
23 Spare 20 A 1 0.0 0.0 1 20 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 20 A Spare 20
17 Spare 20 A 1 0.0 0.0 1 20 A Spare 18
15 Spare 20 A 1 0.0 0.0 1 20 A Spare 16
13 RM. 1054 - DDC PANEL 20 A 1 0.6 0.0 1 20 A Spare 14
11 RM. 1054: WS-1,2 20 A 1 1.0 0.0 1 20 A Spare 12
9 RM. 1054: HWCP-1 20 A 1 1.0 0.0 1 20 A Spare 10
7 RM. 1054: DWH-1 20 A 1 0.5 1.0 1 20 A RM. 1054: HWCP-2 8
5 ELEV. E2-1 - LTG & RECEP 20 A 1 0.4 0.2 1 20 A Receptacle 6
3 RM. 1054 - RECEPS 20 A 1 0.4 0.0 1 20 A Spare 4
1 RMS. 1058, 90 - RECEPS 20 A 1 0.4 0.4 1 20 A ELEV. E2-1 - LTG & RECEP 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 125 A
Mounting: Surface Wire: 4 Main Type: MCB
Supplied From: 1TEQ1 Phase: 3 A.I.C. Rating: 10,000
Location: EMER ELEC 1053 Voltage: 120/208 Wye Branch: Equipment
Branch Panel: 1LEQ1
Remarks:
Total Connected Load (Amps): 111.9 A
Total Connected Load... 93.0 kVA
Total Load: 31.0 kVA 31.0 kVA 31.0 kVA
53 Space -- -- 0.0 0.0 -- -- Space 54
51 Space -- -- 0.0 0.0 -- -- Space 52
49 Space -- -- 0.0 0.0 -- -- Space 50
47 -- -- -- 0.0 0.0 1 20 A Spare 48
45 -- -- -- 0.0 0.0 1 20 A Spare 46
43 Spare 20 A 3 0.0 0.0 1 20 A Spare 44
41 Spare 20 A 1 0.0 0.0 -- -- -- 42
39 Spare 20 A 1 0.0 0.0 -- -- -- 40
37 Spare 20 A 1 0.0 0.0 3 20 A Spare 38
35 Spare 20 A 1 0.0 0.0 1 25 A Spare 36
33 Spare 20 A 1 0.0 0.0 1 25 A Spare 34
31 -- -- -- 0.0 0.0 1 25 A Spare 32
29 -- -- -- 0.0 0.0 1 30 A Spare 30
27 Spare 20 A 3 0.0 0.0 1 30 A Spare 28
25 Spare 30 A 1 0.0 0.0 1 30 A Spare 26
23 Spare 30 A 1 0.0 0.0 1 20 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 25 A Spare 20
17 -- -- -- 0.8 0.0 1 30 A Spare 18
15 -- -- -- 0.8 0.0 1 20 A Spare 16
13 FUTURE MUA 15 A 3 0.8 0.0 1 25 A Spare 14
11 -- -- -- 0.8 19.3 -- -- -- 12
9 -- -- -- 0.8 19.3 -- -- -- 10
7 FUTURE MAU-EF-1 15 A 3 0.8 19.3 3 100 A FUTURE CH-1 8
5 -- -- -- 5.0 5.0 -- -- -- 6
3 -- -- -- 5.0 5.0 -- -- -- 4
1 FUTURE H-3 15 A 3 5.0 5.0 3 15 A RM. 2058: H-4 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: YES Main Rating: 225 A
Mounting: Surface Wire: 4 Main Type: MCB
Supplied From: 1HNSB1 Phase: 3 A.I.C. Rating: 14,000
Location: ELECTRICAL ROOM 2030 Voltage: 480/277 Wye Branch: Normal
Branch Panel: 2HN2
Remarks:
Total Connected Load (Amps): 17.6 A
Total Connected Load... 14.6 kVA
Total Load: 12.6 kVA 2.0 kVA 0.0 kVA
53 Space -- -- 0.0 0.0 -- -- Space 54
51 Space -- -- 0.0 0.0 -- -- Space 52
49 Space -- -- 0.0 0.0 -- -- Space 50
47 Spare 20 A 1 0.0 0.0 1 20 A Spare 48
45 Spare 20 A 1 0.0 0.0 1 20 A Spare 46
43 Spare 30 A 1 0.0 0.0 1 30 A Spare 44
41 -- -- -- 0.0 0.0 -- -- -- 42
39 -- -- -- 0.0 0.0 -- -- -- 40
37 Spare 20 A 3 0.0 0.0 3 20 A Spare 38
35 Spare 20 A 1 0.0 0.0 1 20 A Spare 36
33 Spare 20 A 1 0.0 0.0 1 20 A Spare 34
31 Spare 20 A 1 0.0 0.0 1 20 A Spare 32
29 -- -- -- 0.0 0.0 -- -- -- 30
27 -- -- -- 0.0 0.0 -- -- -- 28
25 Spare 35 A 3 0.0 0.0 3 35 A Spare 26
23 -- -- -- 0.0 0.0 -- -- -- 24
21 -- -- -- 0.0 0.0 -- -- -- 22
19 Spare 35 A 3 0.0 0.0 3 20 A Spare 20
17 -- -- -- 0.0 0.0 -- -- -- 18
15 -- -- -- 0.0 0.0 -- -- -- 16
13 Spare 20 A 3 0.0 0.0 3 20 A Spare 14
11 -- -- -- 0.0 0.0 1 20 A Spare 12
9 -- -- -- 0.0 0.0 1 20 A Spare 10
7 Spare 20 A 3 0.0 0.0 1 20 A Spare 8
5 Spare 20 A 1 0.0 0.0 1 30 A Spare 6
3 RMS. 1052, 53,54, 90 - LTG. 20 A 1 2.0 0.0 1 20 A RM. 1021 - LTG. 4
1 STAIR S2-1: ECUH-4 30 A 1 6.3 6.3 1 30 A STAIR S1-1: ECUH-3 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 300 A
Mounting: Surface Wire: 4 Main Type: MLO
Supplied From: 1HEQDP1 Phase: 3 A.I.C. Rating: 14,000
Location: EMER ELEC 1053 Voltage: 480/277 Wye Branch: Equipment
Branch Panel: 1HEQ1
Remarks:
Total Connected Load (Amps): 217.7 A
Total Connected Load... 181.0 kVA
Total Load: 60.3 kVA 60.3 kVA 60.3 kVA
41 Space -- -- 0.0 0.0 -- -- -- 42
39 Space -- -- 0.0 0.0 -- -- -- 40
37 Space -- -- 0.0 0.0 3 70 A 1TEQ2 38
35 Space -- -- 0.0 0.0 -- -- Space 36
33 Space -- -- 0.0 0.0 -- -- Space 34
31 Space -- -- 0.0 0.0 -- -- Space 32
29 -- -- -- 0.0 0.0 -- -- -- 30
27 -- -- -- 0.0 0.0 -- -- -- 28
25 Spare 30 A 3 0.0 0.0 3 20 A Spare 26
23 -- -- -- 0.0 0.0 1 20 A Spare 24
21 -- -- -- 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 3 0.0 0.0 1 20 A Spare 20
17 -- -- -- 25.0 0.0 -- -- -- 18
15 -- -- -- 25.0 0.0 -- -- -- 16
13 RM. 1065 - STERILIZER 125 A 3 25.0 0.0 3 30 A Spare 14
11 -- -- -- 6.0 8.3 -- -- -- 12
9 -- -- -- 6.0 8.3 -- -- -- 10
7 RM. 1054: MAP-1 30 A 3 6.0 8.3 3 40 A RM. 1065 - WASHER 8
5 -- -- -- 15.0 6.0 -- -- -- 6
3 -- -- -- 15.0 6.0 -- -- -- 4
1 RM. 1054: DWH-2 70 A 3 15.0 6.0 3 30 A RM. 1054: MVP-1 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: YES Main Rating: 250 A
Mounting: Surface Wire: 4 Main Type: MCB
Supplied From: ATS-EQ2 Phase: 3 A.I.C. Rating: 14,000
Location: EMER ELEC 1053 Voltage: 480/277 Wye Branch: Equipment
Branch Panel: 1HEQ2
Remarks:
Total Connected Load (Amps): 1.4 A
Total Connected Load (kVA): 1.2 kVA
Total Load: 1.2 kVA 0.0 kVA 0.0 kVA
29 Space -- -- 0.0 0.0 -- -- Space 30
27 Space -- -- 0.0 0.0 -- -- Space 28
25 Space -- -- 0.0 0.0 -- -- Space 26
23 Spare 20 A 1 0.0 0.0 1 0 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 0 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 0 A Spare 20
17 Spare 20 A 1 0.0 0.0 1 0 A Spare 18
15 Spare 20 A 1 0.0 0.0 1 0 A Spare 16
13 Spare 20 A 1 0.0 0.0 1 0 A Spare 14
11 Spare 20 A 1 0.0 0.0 1 0 A Spare 12
9 Spare 20 A 1 0.0 0.0 1 0 A Spare 10
7 Spare 20 A 1 0.0 0.0 1 0 A Spare 8
5 Spare 20 A 1 0.0 0.0 1 20 A Spare 6
3 Spare 20 A 1 0.0 0.0 1 20 A Spare 4
1 EXTERIOR BUILDING SIGNAGE 20 A 1 0.8 0.4 1 20 A EXTERIOR BUILDING SIGNAGE 2
Circuit
Number Circuit Description Trip Poles
A B C
Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: NEMA 1 Ground: Yes Main Rating: 100 A
Mounting: Surface Wire: 4 Main Type: MCB
Supplied From: 1HNSB1 Phase: 3 A.I.C. Rating: 14,000
Location: ELECTRICAL ROOM 2030 Voltage: 480/277 Wye Branch: Normal
Branch Panel: 2HN1
Remarks:
Total Connected Load (Amps): 10.0 A
Total Connected Load... 3.6 kVA
Total Load: 2.0 kVA 0.6 kVA 1.0 kVA
53 Space -- -- 0.0 0.0 -- -- Space 54
51 Space -- -- 0.0 0.0 -- -- Space 52
49 Space -- -- 0.0 0.0 -- -- Space 50
47 Space -- -- 0.0 0.0 -- -- Space 48
45 Space -- -- 0.0 0.0 -- -- Space 46
43 Space -- -- 0.0 0.0 -- -- Space 44
41 Spare 20 A 1 0.0 0.0 1 20 A Spare 42
39 Spare 20 A 1 0.0 0.0 1 20 A Spare 40
37 Spare 20 A 1 0.0 0.0 1 20 A Spare 38
35 Spare 20 A 1 0.0 0.0 1 20 A Spare 36
33 Spare 20 A 1 0.0 0.0 1 20 A Spare 34
31 Spare 20 A 1 0.0 0.0 1 20 A Spare 32
29 Spare 20 A 1 0.0 0.0 1 20 A Spare 30
27 Spare 20 A 1 0.0 0.0 1 20 A Spare 28
25 Spare 20 A 1 0.0 0.0 1 20 A Spare 26
23 Spare 20 A 1 0.0 0.0 1 20 A Spare 24
21 Spare 20 A 1 0.0 0.0 1 20 A Spare 22
19 Spare 20 A 1 0.0 0.0 1 20 A Spare 20
17 Spare 20 A 1 0.0 0.0 1 20 A Spare 18
15 Spare 20 A 1 0.0 0.0 1 20 A Spare 16
13 Spare 20 A 1 0.0 0.0 1 20 A Spare 14
11 Spare 20 A 1 0.0 0.0 1 20 A Spare 12
9 Spare 20 A 1 0.0 0.0 1 20 A Spare 10
7 Spare 20 A 1 0.0 0.0 1 20 A Spare 8
5 EXTERIOR SIGNAGE 20 A 1 1.0 0.0 1 20 A Spare 6
3 SITE RECEPTACLES 20 A 1 0.4 0.2 1 20 A STAIR ST-1 - RECEP 4
1 SITE RECEPTACLES 20 A 1 0.4 1.6 1 20 A EXTERIOR RECEPTACLES 2
Circuit
Number Circuit Description Trip Poles A B C Poles Trip Circuit Description
Circuit
Number
General Panel Comments:
Enclosure Type: Type 1 Ground: YES Main Rating: 100 A
Mounting: Surface Wire: 4 Main Type: MCB
Supplied From: 1LNDP1 Phase: 3 A.I.C. Rating: 10,000
Location: ELEC CLOSET 1021 Voltage: 120/208 Wye Branch: NORMAL
Branch Panel: 1LN2
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
1
1
1
1 1
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9365 Counselors Row Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE COORD DRAWN APPROVED CLIENT NO. PROJECT NO. INDIANA SPINE HOSPITAL
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16
13
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11
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Gr
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3
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A
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29.1 A
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5.
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8
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53
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51
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49
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47
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45
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46
43
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41
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42
39
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40
37
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20
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1
0
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0
0
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1 20 A Spare 38
35
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p
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20
A
1
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0
0
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1
2
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S
p
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36
33
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20
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0
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p
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34
31
S
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20
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1
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0
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1 20 A Spare 32
29
S
p
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20
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1
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0
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S
p
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30
27
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20
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p
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28
25
S
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20
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1
0
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0
0
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1 20 A Spare 26
23
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20
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1
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0
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A
S
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24
21
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20
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22
19
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20
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1
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1 20 A Spare 20
17
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20
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18
15
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16
13
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20
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11
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20
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12
9
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5
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5
2 30 A RM. 2061 - DATA RACK 2
Ci
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Ge
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P
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:
En
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:
NE
M
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1
Ground: Yes Main Rating: 125 A
Mo
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:
Su
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Wire: 4 Main Type: MCB
Su
p
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F
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:
1L
C
R
1
Phase: 3 A.I.C. Rating: 10,000
Lo
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:
EL
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C
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R
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A
L
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2
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3
0
Voltage: 120/208 Wye Branch: Critical
Br
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P
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:
2
L
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Re
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:
To
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C
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c
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L
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(
A
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:
13.4 A
To
t
a
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C
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c
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d
L
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(
k
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:
11.2 kVA
To
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L
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:
4.
2
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5
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4
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29
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27
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28
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3 60 A PANEL 2HLS1 26
23
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21
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-
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22
19
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17
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20
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15
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13
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11
S
p
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9
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10
7
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20
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5
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3
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1 20 A STAIR S2-2 2
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Poles Trip Circuit Description Circuit Number
Ge
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P
a
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C
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m
m
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s
:
En
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s
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T
y
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:
NE
M
A
1
Ground: Yes Main Rating: 200 A
Mo
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:
Su
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Wire: 4 Main Type: MCB
Su
p
p
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F
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m
:
AT
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-
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S
1
Phase: 3 A.I.C. Rating: 14,000
Lo
c
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t
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n
:
EM
E
R
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L
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1
0
5
3
Voltage: 480/277 Wye Branch: Life Safety
Br
a
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c
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P
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l
:
1
H
L
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1
1.
M
A
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B
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Re
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:
To
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c
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(
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:
54
.
4
A
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d
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19
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To
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:
9.
7
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6
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8
-
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42
39
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2
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40
37
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5
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6
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38
35
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33
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32
29
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20
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30
27
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20
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p
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28
25
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20
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p
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26
23
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20
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p
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24
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20
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22
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18
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20
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16
13
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20
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14
11
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20
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p
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12
9
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20
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10
7
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20
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4
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6
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:
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:
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Br
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To
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(
A
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:
26.1 A
To
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(
k
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)
:
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To
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29
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27
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28
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6
3 60 A PANEL 2LLS1 26
23
S
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21
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17
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15
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11
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1 20 A VEST. 1000 - AUTODOOR 8
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6
1 20 A RM. 1064 - ACCESS CONTROL PANEL 2
Ci
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A
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Poles Trip Circuit Description Circuit Number
Ge
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:
En
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:
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1
Ground: Yes Main Rating: 175 A
Mo
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:
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Su
p
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:
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1
Phase: 3 A.I.C. Rating: 10,000
Lo
c
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:
EM
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R
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1
0
5
3
Voltage: 120/208 Wye Branch: LIFE SAFETY
Br
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:
1
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Re
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:
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Br
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Eq
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p
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Br
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:
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(
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:
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50
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46
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08910004 21 SEPT 2015 WBH MEB BAC E603.1ELECTRICAL SCHEDULES 0891 CONSTRUCTION DOCUMENTS
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MOUNTED ON 20', HIGH ROUND TAPERED ALUMINUM SILVER POLE. PROVIDE EACH POLE WITH 120V/20A DUPLEX RECEPTACLE AT BASE AND V IBRATION DAMPER.COORDINATE FINISH WITH ARCHITECT.
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MOUNTED ON 20', HIGH ROUND TAPERED ALUMINUM SILVER POLE. PROVIDE EACH POLE WITH 120V/20A DUPLEX RECEPTACLE AT BASE AND V IBRATION DAMPER.COORDINATE. FINISH WITH ARCHITECT.
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MARK DATE DESCRIPTION 1 01 OCT 2015 BP1: Addendum #1 1
1
1
1
NO
T
E
S
:
1.
F
O
U
R
P
O
L
E
S
W
I
T
C
H
.
1
1
GE
N
E
R
A
T
O
R
.
1
1
1HN1 1HN2 1LN2
2HN1 2LN1 2LN2
1LN1
2HN2
2LEQ1
1LEQ1 1HEQ2 1LEQ2
1HCR1
2HCR1
1LCR1
2LCR1
1LCR2
2HLS1 2LLS1
1HLS1 1LLS1
2HEQ1
1HEQ1
SECOND FLOOR
FIRST FLOOR
FROM
UTILITY
NEW
UTILITY
TRANSFORMER 2000A
TO
A
T
S
-
L
S
1
20
0
A
SPD
METER 1HNSB
TO
A
T
S
-
C
R
1
25
0
A
TO
A
T
S
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2
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0
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A
T
S
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E
Q
1
80
0
A
10
0
A
35
0
A
30
0
A
10
0
A
F100
F300
1TN1
225KVA
PRI: 480V
SEC: 120/208V EXTERIOR
BUILDING
(5)(4-600KCMIL, 4"C) 8
NORMAL POWER ELECTRICAL ROOM 1052
ELECTRICAL
CLOSET 1021
1
F350
F100
F150
800A
10
0
A
SPD 1LNDP1
12
5
A
30
0
A
10
0
A
2000A
480/277V
65 kAIC
800 A
120/208V
65 kAIC
F125
F100
F300
#2/0
22
5
A
F225
10
0
A
10
0
A
10
0
A
25
0
A
22
5
A
22
5
A
ROOF
F250
RTU-1
SP
A
R
E
SP
A
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E
SP
A
R
E
SP
A
R
E
SP
A
R
E
SP
A
C
E
SP
A
C
E
SP
A
R
E
SP
A
C
E
SP
A
R
E
SP
A
C
E
10
0
A
TO
H
-
1
12
5
A
77
F801
77
F225
ELEV. #1
(60HP)
400AS
225AT
F225
F225
1
SECOND FLOOR
FIRST FLOOR
12
5
A
1HEQDP1
F125
1TEQ1
75KVA
PRI: 480V
SEC: 120/208V (3)(4-600KCMIL, 1#4/0 GND, 4"C)
4
80
0
A
1HESB1
25
0
A
25
0
A
20
0
A
1200 A
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65 kAIC
800A
480/277V
xx kAIC
F100
1
700KW / 875KVA
480/277V
3P/4W
1200 A
3
G
WEATHER-PROOF ENCLOSURE
E
L
N
ATS-EQ1
5
TO 1HNSB
F800
E
L
N
ATS-EQ2
5
F301
F250
1TEQ2
45KVA
PRI: 480V
SEC: 120/208V
1
F176 F70
TO 1HNSB
E
L
N
ATS-CR1
5
TO 1HNSB
1HCRDP1 1TCR1
75KVA
PRI: 480V
SEC: 120/208V
250A
480/277V
42 kAIC
1
F60
30
A
/
2
P
30
A
/
2
P
30
A
/
2
P
30
A
/
2
P
30
A
/
2
P
30
A
/
2
P
12
5
A
10
0
A
F30
F30
F125
F100
F301
F30
F30
F30
F30
F125
F100
F60 F60
E
L
N
ATS-LS1
5
TO 1HNSB
F60
F200
1TLS1
45KVA
PRI: 480V
SEC: 120/208V
1
F176 F70
F60
#2
#4 #2 #4
F250
EMERGENCY ELECTRICAL ROOM 1053
30
0
A
17
5
A
20
0
A
20
0
A
22
5
A
10
0
A
F300
F300
22 210
0
A
10
0
A
ROOF
SP
A
R
E
SP
A
R
E
SP
A
C
E
SP
A
C
E
SP
A
R
E
SP
A
R
E
SP
A
C
E
SP
A
C
E
10
0
A
F200
F175
RTU-1 RTU-2
12
0
0
A
8
6
F225
ELEV. #2
(60HP)
400AS
225AT
F225
F225 6
7
7 7
F200
F250 F200
F800
F800
1
1
1
1
222
OR
#1A
OR
#1B
OR
#2A
OR
#2B
OR
#3A
OR
#3B
25
0
A
80
0
A
1
11
1
1
1
1
1
PANEL NO. 1, 2, 3, ETC.
(IF NO NUMBER, ONE SUCH PANEL ON THE JOB)
N - NORMAL POWER
E - EMERGENCY POWER
LS - LIFE SAFETY
CR - CRITICAL POWER
EQ - EQUIPMENT PANEL
L - 120/208 VOLT
H - 277/480 VOLT
FLOOR
G - GROUND
1 - FIRST FLOOR
2 - SECOND FLOOR
XXXX
PANELBOARD DESIGNATION KEY GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
GROUND
CONDUIT SIZE AND QUANTITY
FEEDER SIZING TABLE
F20
DESIGNATION
12 12
CONDUCTOR SIZE PER CONDUIT
ISOLATED
NEUTRAL
PHASE &
2P, 1G
1P, 1N, 1G OR 3P, 1G
2P, 1N, 1G OR 3P, 1N, 1G 3P, 3N, 1G
3/4" 3/4" 3/4" 3/4"
F30 10 10 3/4" 3/4" 3/4" 3/4"
F40-F50
F60
F70-F80
F90-F100
F110
F125
F150
F175
F200
F225
F250
10 8 3/4" 3/4" 3/4" 1"
10 6 3/4" 3/4" 1" 1"
84 3/4" 1" 1-1/4" 1-1/4"
83 1" 1" 1-1/4" 1-1/2"
62 1" 1-1/4" 1-1/4" 1-1/2"
61 1-1/4" 1-1/4" 1-1/2" 2"
61/0 1-1/4" 1-1/2" 1-1/2" 2"
62/0 1-1/4" 1-1/2" 2" 2-1/2"
63/0 1-1/4" 2" 2" 2-1/2"
44/0 1-1/2" 2" 2-1/2" 2-1/2"
4250 2" 2" 2-1/2" 3"
F300 4350 2" 2-1/2" 3" 3-1/2"
F350 3500 2-1/2" 3" 3" 4"
F400 3600 (1) 3-1/2" (1) 3-1/2" (1) 4"
F450 24/0 (2) 2" (2) 2-1/2" (2) 3"
F500 2250 (2) 2" (2) 2-1/2" (2) 3"
F600 1350 (2) 2-1/2" (2) 3" (2) 3-1/2"
F700 500 (2) 3" (2) 3" (2) 4" 1/0
F800 600 (2) 3-1/2" 1/0
F900 350 (3) 2-1/2" (3) 3" (3) 3-1/2" 2/0
F1000 500 (3) 3" (3) 3" (3) 4" 2/0
F1200 600 3/0
F1600 600 (4) 4" (4) 4" 4/0
F2000 600 (5) 4" (5) 4" 250
F301 2350 2-1/2" 3" 3" 4"
F401 600 1/0
FXXX
(1) 3-1/2" (1) 4" (1) 4"
(2) 3-1/2" (2) 4"
(3) 4" (3) 4" (3) 4"
(4) 4"
(5) 4"
F176 42/0 1-1/4" 1-1/2" 2" 2-1/2"
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
\
U
s
e
r
s
\
M
B
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n
s
\
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c
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t
s
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0
8
9
1
0
0
0
4
-
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E
P
_
B
S
A
L
S
_
C
E
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v
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1
5
_
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B
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S
7
1
4
.
r
v
t
10
/
1
/
2
0
1
5
1
1
:
4
8
:
5
5
A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E700.1
ELECTRICAL POWER
RISER DIAGRAMS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE
1 NORMAL POWER RISER DIAGRAM
NO SCALE 2 EMERGENCY POWER RISER DIAGRAM
PLAN NOTES
1 GROUNDING ELECTRICAL CONDUCTOR. REFER TO TRANSFORMER CONNECTION DETAIL ON
SHEET E800.1 FOR ADDITIONAL INFORMATION. CONNECT TO GROUND BAR LOCATED WITHIN
ELECTRICAL ROOM WITH WIRE SIZE SHOWN.
2 SHOWN FOR REFERENCE ONLY. WILL BE PURCHASED AS PART OF BP #2.
3 BOND GROUND AND NEUTRAL OF GENERATOR TO CREATE SEPARATLY DERIVED SYSTEM.
4 PROVIDE WIRING GENERATOR CONTROL PANEL TO ANNUNCIATOR(S). ROUTE ALL WIRING IN
EMT CONDUIT SEPARATE FROM POWER WIRING. QUANTITY AND SIZE OF WIRING/CONDUITS
AS RECOMMENDED BY EQUIPMENT SUPPLIER.
5 PROVIDE GENERATOR START AND CONTROL WIRING FROM EACH TRANSFER SWITCH TO
GENERATOR. ROUTE ALL WIRING IN EMT CONDUIT SEPARATE FROM POWER WIRING.
QUANTITY AND SIZE OF WIRING/CONDUIT AS RECOMMENDED BY MANUFACTURER.
6 PROVIDE CONTROL WIRING FROM TRANSFER SWITCH TO ELEVATOR ANNUNCIATOR FOR PRE
& POST SIGNAL NOTIFICATION. ROUTE ALL WIRING IN EMT CONDUIT SEPARATE FROM POWER
WIRING. QUANTITY AND SIZE OF WIRING/CONDUIT AS RECOMMENDED BY ELEVATOR AND
TRANSFER SWITCH PROVIDERS.
7 BOND CRITICAL BRANCH PANELS AND NORMAL PANELS SERVING PATIENT CARE AREAS WITH
#6.
8 REFER TO DUCTBANK DETAIL ON SHEET E801.1 FOR ADDITIONAL INFORMATION.
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
1
1
FACP
FIRST FLOOR
PIV
FIRE ALARM
ANNUNCIATOR PANEL
(______)
(REFER TO SITE
PLAN FOR LOCATION)
V V H
SD SD
M
DD FS TS
FANP
SECOND FLOOR
V V H
SD SD
M
DD FS TS
FIRST FLOOR
SECOND FLOOR
NORMAL POWER
SERVICE ENTRANCE
ELECTRICAL ROOM
1052
#3/0 AWG
TO DOMESTIC WATER PIPING
TO FIRE SERVICE PIPING
#3/0 AWG
#3/0 AWG
TO FOUNDATION REBAR
TO BUILDING GROUND LOOP
DATA 1064
TMGB
#3/0 AWG
EMERGENCY
ELECTRICAL
ROOM 1053
#3/0 AWG
142
#3/0 AWG
TO INTERIOR GAS PIPING
33
#2/0 AWG
TO TRANSFORMER 1TN1
#3/0 AWG
#3/0 AWG
TO SWITCHBOARD 1HNSB
#3/0 AWG
TO GENERATOR
5
#3/0 AWG
DATA 2061
ELECTRICAL
ROOM
2030
2
33
2
#2 AWG
TO TRANSFORMER
1TEQ2
#2 AWG
TO TRANSFORMER
1TEQ1
TO TRANSFORMER
1TLS1
#2 AWG
TO TRANSFORMER
1TCR1
#8 AWG
12-INCH IN IDF'S
4-
I
N
C
H
20-INCH IN MDF
SEPARATE #6
AWG GROUNDING
CONDUCTORS TO
EACH EQUIPMENT
RACK OR CABINET
(BY OWNER)
TWO HOLE
COMPRESSION
LUG (TYP)
1/4"THICK x 4"HIGH
GROUND BAR
WALL MOUNTED
TO TELECOMMUNICATION
ROOM GROUND BUS (TMGB)
TO CONDUIT SLEEVES 3/0 AWG
#6AWG
TELECOMMUNICATIONS GROUNDING BUS
BAR AND MAIN GROUNDING CONDUCTOR TO
BE PROVIDED BY ELECTRICAL CONTRACTOR.
3/8" DIA.
PLASTIC STANDOFF.
AS NOTED
4"
1/4"
1. EACH TERMINATED CONDUCTOR SHALL BE IDENTIFIED WITH A TAG INDICATING ORIGIN OR DESTINATION.
NOTES:
TELECOMMUNICATIONS
GROUNDING BUS BAR (TGB)
12"W x 4"H
(TYPICAL)
DATA 1064
TELECOMMUNICATIONS MAIN
GROUNDING BUS BAR (TMGB)
20"W x 4"H
FIRST FLOOR
DATA 2061
TO MAIN ELECTRICAL
GROUND BUS BAR
REFER TO GROUNDING
SCHEMATIC #3/0
(4)-SLEEVES (TYPICAL)
(1)-2" FOR GROUNDING CONDUCTOR
(1)-2" FOR OFOI SECURITY CABLING
(2)-4" FOR OFOI OIT CABLING
2ND FLOOR
TGB
TMGB
NOTES:
1. GROUNDING BACKBONE TO BE FURNISHED AND INSTALLED BY CONTRACTOR.
2. BACKBONE CABLING TO BE FURNISHED AND INSTALLED BY OWNER.
3. EQUIPMENT RACKS, WIRE MANAGERS, PATCH PANELS TO BE FURNISHED AND INSTALLED BY OWNER.
4. LADDER RACK WITHIN THE TELECOMMUNICATIONS CLOSETS TO BE FURNISHED AND INSTALLED BY OWNER.
5. #6AWG GROUNDING CONDUCTOR BETWEEN TGB AND EACH RACK BY CONTRACTOR.
PENTHOUSE
PROVIDE #6 AWG TO GROUND
BAR IN EACH CABINET OR RACK
(TYPICAL ALL CLOSETS)
GENERAL NOTES
A. REFER TO SHEET E001.1 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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08910004
21 SEPT 2015
WBH
MEB
BAC E701.1
ELECTRICAL RISERS AND
SCHEMATICS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE 1 FIRE ALARM SYSTEM RISER DIAGRAM
NOTES:
1. THE INFORMATION ON THIS PLAN IS MEANT TO ILLUSTRATE THE BASE INTENT OF
THE SYSTEM. A COMPLETE FIRE ALARM SYSTEM SHALL BE PROVIDED. REFER
TO FLOOR PLANS FOR DEVICE QUANTITIES AND LOCATIONS.
2. NOTIFICATION APPLIANCE POWER SUPPLIES SHALL BE PROVIDED AS REQUIRED
FOR PROPER SYSTEM OPERATION. LOCATE IN ELECTRICAL ROOMS AND
CONNECT TO DEDICATED LIFE SAFETY CIRCUIT INDICATED.
3. DO NOT CONNECT DEVICE TO A LOOP FROM A DIFFERENT FLOOR. PROVIDE
CABLE SEPARATION AS RECOMMENDED BY SYSTEM SUPPLIER.
4. PROVIDE CABLE SEPARATION AS RECOMMENDED BY SYSTEM SUPPLIER.
NO SCALE
2 ELECTRICAL GROUNDING SCHEMATIC
NO SCALE 3 TELECOMMUNICATIONS GROUNDING BUSBAR (TGB)
NO SCALE 4 GROUNDING BUSBAR MOUNTING DETAIL
NO SCALE 5 TELECOMMUNICATIONS BACKBONE RISER SCHEMATIC
PLAN NOTES
1 1/4" THICK x 4" TALL x 36" WIDE WALL MOUNTED COPPER GROUND BAR. REFER TO FLOOR
PLAN DRAWINGS FOR LOCATION AND TO GROUND BAR DETAIL ON THIS SHEET FOR
ADDITIONAL INFORMATION.
2 1/4" THICK x 4" TALL x 12" WIDE WALL MOUNTED COPPER GROUND BAR. REFER TO FLOOR
PLAN DRAWINGS FOR LOCATION AND TO GROUND BAR DETAIL ON THIS SHEET FOR
ADDITIONAL INFORMATION.
3 THERE SHALL BE NO SPLICES IN THE #3/0AWG GROUND RISER CONDUCTOR. PROVIDE
CONNECTION TO BUS VIA JUMPER AROUND THE BUS BAR MADE VIA IRREVERSIBLE CRIP
STYLE CONNECTORS.
4 1/4" THICK x 4" TALL x 20" WIDE WALL MOUNTED COPPER GROUND BAR. REFER TO FLOOR
PLAN DRAWINGS FOR LOCATION AND TO GROUND BAR DETAIL ON THIS SHEET FOR
ADDITIONAL INFORMATION. REFER TO DIVISION 27 SPECIFICATIONS AND ELECTRICAL
SYSTEMS DRAWINGS FOR ADDITIONAL INFORMATION ON GROUNDING REQUIREMENTS.
5 REFER TO TELECOMMUNICATIONS BACKBONE SCHEMATIC ON THIS SHEET FOR CONNECTION
REQUIREMENTS OF GROUND BUS LOCATIONS WITHIN TELECOMMUNICATION CLOSETS AND
ADDITIONAL GROUNDING REQUIREMENTS.
MARK DATE DESCRIPTION
SUPPORT STRUCTURE
NOTE: FOR STEEL STRUCTURAL SYSTEM
COMBINATION BEAM CLAMP AND
CONDUIT HANGER OR EQUIVALENT
NOTE:
1. FOR STEEL STRUCTURAL SYSTEM.
2. PROVIDE SEISMIC BRACING MINIMUM 40' ON
CENTER WHEN THE CONDUITS SUPPORT IS
BELOW 12" FROM STRUCTURE.
UNISTRUT CHANNEL
OR EQUIVALENT
CONDUIT CLAMP OR
EQUIVALENT SIZE
AS REQUIRED
THREADED ROD
SIZE AS REQUIRED
BEAM CLAMP
STRUTCLAMP
OR EQUIVALENT
BEAM CLAMP
STEEL CABLE
AIRCRAFT
HANGER WIRE
STEEL CABLE
AIRCRAFT
HANGER WIRE
1/4" X 1-1/2"
WELDED GALVANIZED
STEEL CORNER BRACE
WELD ALL
AROUND
REVERSE FLOOR
CHANNEL FOR
CLOSE TO
EQUIPMENT
INSTALLATION
12 GAGE 1-1/2" SQUARE
GALVANIZED STEEL
CHANNEL STANCHION
AND BRACES
APPROX. 14"
54" MINIMUM
BRACES
WIDTH OF
DISCONNECT
SWITCH
3/4"x10' COPPER-CLAD ROD
ANCHOR BOLTS
AS FURNISHED
BY FIXTURE MFR.
(6)#5 VERTICAL
#3 TIES AT 12"
PROVIDE 1/4" PREFORMED JOINT
FILLER WHEN SLAB ABUTS POLE BASE (TYP.)
CADWELD
#6 BARE COPPER
BOLT PATTERN PER TEMPLATE AS
FURNISHED BY FIXTURE MANUFACTURER POLE STANDARD
BASE PLATE COVER
HAND HOLE
GROUND LUG
CONCRETE BASE
CONDUIT
1/8" SLOPE
FINISH GRADE
NOTE: FOR LAWN/GRASS AREA
1/2"C
20" DIA.
30
"
M
I
N
.
6"
.
2".
3'
-
6
"
.
NOTES:
1. ALL TRANSFORMERS 30 KVA AND LARGER SHALL BE FLOOR MOUNTED ON A
4 INCH HIGH CONCRETE HOUSE CLEANING PAD.
2. ALL TRANSFORMERS 15 KVA AND SMALLER SHALL BE WALL BRACKET MOUNTED
ON MANUFACTURER PROVIDED BRACKETS.
3. MOUNT ALL TRAMSFORMERS 30 KVA AND LARGER A MINIMUM OF 6 INCHES
FROM CLOSET AND EQUIPMENT ROOM WALLS.
4. PROVIDE MINIMUM OF 18 INCHES LENGTHS OF FLEXIBLE METAL CONDUIT FOR
BOTH PRIMARY AND SECONDARY RACEWAY FINAL CONNECTIONS.
5. WHERE MULTIPLE SETS ARE REQUIRED, RUN ONE PHASE A,B,C,N & G CONDUCTOR
IN EACH CONDUIT.
PRIMARY - 480V, 3Ø
3W & GROUND.
PRIMARY
CONDUIT
BUSHING
PRIMARY CONDUIT
BUSHING GROUND
B A
C
G
SECONDARY - 208Y/120V, 3Ø
4W & GROUND.
PRIM. SEC. B C
A
TO NEAREST
BUILDING GROUND CASE
SECONDARY
CONDUIT
BUSHING
A
B
G
N
C
SECONDARY CONDUIT
BUSHING GROUND
CASE GROUND
NOTE: COORDINATE WITH GENERAL CONTRACTOR.
ROOF DECKING
ROOF
PITCH POCKET
GALVANIZED RAIN CAP
GALVANIZED, ADJUSTABLE
CLAMP WITH ONE SCREW
CONDUIT, SIZE AS REQUIRED
G
M
TR
R
M
M
M
3-POLE SAFETY
SWITCH AT MOTOR
TC
O.L
O.L
M
M
O.L
O.L
120 VAC
SEPARATELY FUSE PRIMARY
AND SECONDARY
SD TR PL
M
M M
L1
L2
A
H
O(BY TCC)
L3
SD = SMOKE DETECTOR
PL = PHASE LOSS
TC = TEMPERATURE CONTROL
TR = SOLID STATE TIMER
C
PHOTOCELL MOUNTED
+18" ABOVE HIGHEST
ROOF LEVEL
SIMILAR TO TORK EPC1
L
N
TO PHOTOCELL
CONTROLLED LIGHTS
OPERATION - CIRCUIT WILL PROVIDE PHOTOCELL ON/PHOTOCELL OFF OPERATION.
ELECTRICALLY HELD
LIGHTING CONTACTOR
IN NEMA 1 ELCLOSURE
(LC-1)
120VAC
CONTROL
CIRCUIT
2HN1-1
N
NOTE: REFER TO LIGHTING CONTACTOR SCHEDULE AND LIGHTING PLANS FOR CIRCUIT INFORMATION.
L
EXTERIOR SIGNAGE
EXTERIOR BLDG SIGNAGE
2HN1-2 EXTERIOR BLDG SIGNAGE
1LN2-5
1LN1-1 POLE SITE RECEPTACLES
1LN1-3
1LN1-5
POLE SITE RECEPTACLES
POLE SITE RECEPTACLES
1LN2-1 POLE SITE RECEPTACLES
1LN2-3 POLE SITE RECEPTACLES
1HN1-5 HEALING GARDEN
1HN1-1 SITE LIGHTING
1HN1-3 SITE LIGHTING
WEST CANOPY LIGHTING & BLDG LTG. 1HLS1-3
SOUTH CANOPY LIGHTING & BLDG LTG. 1HLS1-5
N
ELECTRICALLY HELD
LIGHTING CONTACTOR
IN NEMA 1 ELCLOSURE
(LC-2)
C
TO PHOTOCELL
CONTROLLED LIGHTS
1
1
FOR DRYWALL INSTALLATION FOR MASONRY OR CONCRETE WALL INSTALLATION
SECURE
TO FLOOR
STEEL
ANGLE
CONNECTORS
GALVANIZED STL.
CHANNEL
GALVANIZED
STL. CHANNEL
WALL
SECURE TO FULL WIDTH
OF MASONRY WALL
SECURE TO
CEILING SLAB
OR JOISTS
CADDY SCREW GUN BRACKET
NOTE: FOR METAL STUD WALL CONSTRUCTION ONLY.
4" SQUARE BOX
METAL STUDS
CONDUIT
BOX MOUNTING BRACKET
LAY-IN CEILING
LAY-IN CEILING
FLEXIBLE CONDUIT
W/#14 WIRE (6' MAX.)
LAY-IN CEILING
JUNCTION BOX
LAY-IN CEILING
12 GAUGE HANGER WIRE OR CHAIN FOR FIXTURE
SUPPORT CONNECTED TO STRUCTURE ABOVE
SEISMIC CLIP
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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A
M
08910004
21 SEPT 2015
WBH
MEB
BAC E800.1
ELECTRICAL DETAILS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE 1 2" AND SMALLER CONDUIT SUPPORT DETAIL.
NO SCALE 2 2-1/2" AND LARGER CONDUIT SUPPORT DETAIL.
NO SCALE 4 CHANNEL MOUNTED DISCONNECT SWITCH DETAIL
NO SCALE 8 POLE BASE DETAIL.
NO SCALE 5 DRY TYPE TRANSFORMER CONNECTION DIAGRAM
NO SCALE 9 ELECTRICAL ROOF PENETRATION DETAIL.
NO SCALE 6 F.V.N.R. STARTER DETAIL
NO SCALE 10 PHOTOCELL LIGHTING CONTROLLER SCHEMATIC
NO SCALE 7 TYPICAL PANELBOARD SURFACE MOUNTING
NO SCALE 11 WALL BOX INSTALLATION DETAIL
NO SCALE 3 LAY-IN FIXTURE DETAIL
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
RADIATOR WITH FAN
SUB BASE FUEL TANK
(FOR MINIMUM OF
6 HOURS OF SUPPLY)
EXHAUST DRAIN
RUN TIGHT
AGAINST WALL
RADIATOR
AIR FLOW
78.22 IN
RAIN CAP
CONTROL PANEL
WITH
CIRCUIT BREAKER
BATTERY GROUP
SPRING TYPE HANGER
CRITICAL GRADE MUFFLER
SEE SPECS FOR INSULATION
REQUIREMENTS
FLEXIBLE
SECTION
CONCRETE
PAD
CUSTOM
ENCLOSURE
JACKET WATER HEATER
INTAKE
AIR FLOW
MOTORIZED INTAKE
LOUVER
LOAD CENTER FOR LIGHT/ACCESSORIES
DUAL
FUEL PUMP
PACKAGE W/
CONTROL PANEL
176.57 IN
70.79 IN.
DD
AR
RT
E
REMOTE TEST STATION
WITH KEYED INTERLOCK,
WHERE INDICATED,
BY E.C.
LAY-IN CEILING
FIRE/SMOKE DAMPER
BY MC (N.C.)
120 VAC ELECTRIC ACTUATOR
BY MC (N.C.)
SMOKE PARTITION BY GC
FIRE ALARM
LAN (BY EC)
FIRE
ALARM
CONTROL
PANEL
E
E
E
E
BY EC
DUCT
DETECTOR WITH
RELAY BASE
AND SAMPLING
TUBE BY EC
120/60/1 FROM
EMERGENCY
POWER (EQUIPMENT)
BY EC
ACCESS DOOR
BY EC
ADDRESSABLE
RELAY
BY EC
NOTE - DAMPER IS POWERED OPEN FOR ALL NORMAL
OPERATION AND CLOSES AUTOMATICALLY ON SMOKE
ACTIVATION OR OTHER FAILURE.
EC - ELECTRICAL CONTRACTOR
MC - MECHANICAL CONTRACTOR
ECC - ENVIRONMENTAL CONTROLS CONTRACTOR
E
DUCTWORK
RI
REMOTE INDICATOR
STATION BY E.C.
SLC
BY EC
JUNCTION BOX
WORK TOP
LIGHT FIXTURE
COUNTER
JUNCTION BOX
ACCESS PANEL
NOTE:
VERIFY EXACT CONDUIT ENTRY LOCATION
PRIOR TO ROUGH-IN.
CONDUIT IN OR UNDER FLOOR
FINISHED
FLOOR
NOTE:
1. THE ABOVE DUCTBANK DETAIL IS AN ILLUSTRATION OF BASIC REQUIREMENTS. THE
CONDUIT QUANTITIES AND ARRANGEMENTS SHALL BE COORDINATED WITH OTHER
DRAWINGS, OTHER TRADES, AND WITH THE OWNER PRIOR TO INSTALLATION.
2. CONNECTION BETWEEN DUCT BANK AND MANHOLE OR BUILDING SHALL BE DOWELED
WITH 4-#10 EPOXY REBAR INTO HOLES DRILLED IN THE MANHOLE OR BUILDING.
3. #4/0 BARE GROUND WIRE SHALL BE LAID IN THE CONCRETE AND TERMINATED AT BOTH
ENDS; THIS IS AN ADDITION TO THE GROUND PULLED IN WITH THE CONDUCTORS.
4. METALLIC WARNING TAPE OVER DUCTBANK; APPROXIMATELY 1 FOOT BELOW GRADE.
5. USE CARLON CONDUIT SNAP-LOC SUPPORT AND SPACERS, 2 INCHES BETWEEN OUTSIDE
OF CONDUIT.
6. 3000 PSI CONCRETE.
7. ALL REBAR MUST BE A MINIMUM OF 1 INCH AWAY FROM CONDUIT.
8. 1HNSB1 FEEDERS.
9. SPARE
GRADE
5"PVC-40 CONDUIT
(TYPICAL)
#4 REINFORCING
STEEL, (TYPICAL)
19
-
1
/
2
"
.
7-
1
/
2
"
.
6"
.
7-1/2". 6".
27".
36
"
M
I
N
.
DETECTABLE RED MARKER
TAPE 12" BELOW GRADE
#8
#9 #8
#8
#8
#8
6"
.
7-1/2". 6".
#2 REINFORCING
STEEL, EVERY
TWO FEET (TIED)
3"
.
3"
.
3". 3".
1
1
NOTE:
1. THE ABOVE DUCTBANK DETAIL IS AN ILLUSTRATION OF BASIC REQUIREMENTS. THE CONDUIT
QUANTITIES AND ARRANGEMENTS SHALL BE COORDINATED WITH OTHER DRAWINGS, OTHER
TRADES, AND WITH THE OWNER PRIOR TO INSTALLATION.
2. CONNECTION BETWEEN DUCT BANK AND MANHOLE OR BUILDING SHALL BE DOWELED WITH 4-
#10 EPOXY REBAR INTO HOLES DRILLED IN THE MANHOLE OR BUILDING.
3. #4/0 BARE GROUND WIRE SHALL BE LAID IN THE CONCRETE AND TERMINATED AT BOTH ENDS;
THIS IS AN ADDITION TO THE GROUND PULLED IN WITH THE CONDUCTORS.
4. METALLIC WARNING TAPE OVER DUCTBANK; APPROXIMATELY 1 FOOT BELOW GRADE.
5. USE CARLON CONDUIT SNAP-LOC SUPPORT AND SPACERS, 2 INCHES BETWEEN OUTSIDE OF
CONDUIT.
6. 3000 PSI CONCRETE.
7. ALL REBAR MUST BE A MINIMUM OF 1 INCH AWAY FROM CONDUIT.
8. GENERATOR FEEDERS.
9. GENERATOR ANNUNCIATOR, GENERATOR START & STOP, & CONTROL WIRING FOR FOP-1,2.
10. LOAD CENTER (AT GENERATOR).
11. SPARE.
GRADE
5"PVC-40 CONDUIT
(TYPICAL)
#4 REINFORCING
STEEL, (TYPICAL)
19
-
1
/
2
"
.
7-
1
/
2
"
.
6"
.
7-1/2". 6".
34-1/2".
36
"
M
I
N
.
DETECTABLE RED MARKER
TAPE 12" BELOW GRADE
#8
#11 #10
#8
#11
#11
6"
.
7-1/2".
#2 REINFORCING
STEEL, EVERY
TWO FEET (TIED)
3"
.
3"
.
#8
#9
7-1/2". 6".
3". 3".
#4/0 BARE
COPPER GROUND
D
T
MAPNET F.A. WIRES
TO OTHER DEVICES
MAPNET
F.A. WIRES
TO MOTOR
CONTROLLER (STARTER)
VARIABLE
FREQUENCY
CONTROLLER
L3 L2 L1
5% LINE REACTOR
CIRCUIT BREAKER
WITH DOOR
INTERLOCK
O.L.
M
NON-FUSED SAFETY SWITCH WITH
AUXILIARY INTERLOCK
BYPASS CONTACTOR
ENCLOSURE
ISOLATION
CONTACTOR
BYPASS
CONTACTOR
NOTES
1. INSTALLATION SHALL COMPLY WITH ASME A17.1 AND NFPA 72.
2. FURNISH AND INSTALL FIXED TEMPERATURE TYPE HEAT DETECTORS RATED AT 135°F ADJACENT TO EACH SPRINKLER
HEAD IN THE ELEVATOR MACHINE ROOM. SPRINKLER HEADS TEMPERATURE RATING SHALL BE COORDINATED WITH
HEAT DETECTORS TO ENSURE INTIATION OF FIRE ALARM PRIOR TO SPRINKLER DISENGAGE.
3. FURNISH AND INSTALL AN ADDRESSABLE FIRE ALARM RELAY AT EACH SHUNT TRIP DEVICE, AT EACH ELEVATOR
CONTROLLER, AND AT EACH FIRE PROTECTION SOLENOID.
4. ACTIVATION OF A HEAT DETECTOR SHALL CAUSE THE FIRE ALARM SYSTEM TO OUTPUT VIA THE ADDRESSABLE DEVICES.
ACTIVATION SHALL CAUSE THE ELEVATOR TO RECALL, SHUNT TRIP TO REMOVE POWER FROM ELEVATOR, AND OPEN
SOLENOID TO ALLOW WATER INTO THE AREA OF ALARM.
5. THE POWER TO EACH SHUNT TRIP DEVICE AAND EACH SOLENOID MUST BE SUPERVISED BY THE FIRE ALARM SYSTEM.
PROVIDE INTERFACE AS REQUIRED.
MACHINE ROOM FIRE PROTECTION
SOLENOID
CONTROL POWER
AR
S
HD ELEVATOR SHAFT
FACP
AM
ELEVATOR
CONTROLLER
AR
ELEVATOR
SHUNT TRIP
S
ELEVATOR POWER
CONTROL POWER
9365 Counselors Row
Indianapolis, IN 46240-1478
ph 317.819.7878 fx 317.819.7288
www.bsalifestructures.com
DATE
COORD
DRAWN
APPROVED
CLIENT NO. PROJECT NO.
INDIANA SPINE HOSPITAL
C:
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A
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08910004
21 SEPT 2015
KHC
MEB
KHC E801.1
ELECTRICAL DETAILS
0891
CONSTRUCTION
DOCUMENTS
NO SCALE 1 GENERATOR DETAIL.
NO SCALE 3 COMBINATION FIRE/SMOKE DAMPER CONTROL DETAIL
NO SCALE 2 UNDER COUNTER LIGHT FIXTURE INSTALLATION DETAIL
NO SCALE 4 TYPICAL CONCRETE ENCASED NORMAL DUCTBANK DETAIL (2x3)
NO SCALE 5 TYPICAL CONCRETE ENCASED EMERGENCY DUCTBANK DETAIL (2x4)
1/8" = 1'-0" 6 DUCT DETECTOR LOCATED AT HVAC UNIT CONTROL SCHEMATIC DETAIL
NO SCALE 7 VARIABLE FREQUENCY CONTROLLER SCHEMATIC
NO SCALE 8 ELEVATOR SHUT OFF DETAIL
MARK DATE DESCRIPTION
1 01 OCT 2015 BP1: Addendum #1
1
1