HomeMy WebLinkAbout170223_ININD30035_BSA 04610101 St.V.Carmel CPD_100% Implementation Documents_Drawings9365 Counselors Row, Suite 300
Indianapolis, IN 46240.1479
ph 317.819.7878 fx 317.819.1479
www.bsalifestructures.com
TM
4040 Vinvennes Circle
Indianapolis, IN 46268
855-562-2824
Jeremy Fortier
Jeremy.Fortier@ascension.org
ARCHITECT MECHANICAL ENGINEERSTRUCTURAL ENGINEER ELECTRICAL ENGINEER
ININD30035
04610101
1107 Burdsal Parkway
P.O. Box 88126
Indianapolis, IN 46208
317-634-6112
317-617-4270
Clay Springer
cspringer@jpsconsultingengineers.com
13500 N. MERIDIAN ST.
CARMEL, IN 46032
100% CONTRACT
DOCUMENTS
FEB. 23, 2017
ST. VINCENT CARMEL HOSPITAL
CENTRAL PROCESSING DEPT. (CPD) WASHER REPLACEMENT
G000
100% CONTRACT DOCUMENTS
05 - PLUMBING
P001 PLUMBING SYMBOLS, ABBREVIATIONS AND
GENERAL NOTES
P200 PLUMBING PLANS
06 - ELECTRICAL
E001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND
GENERAL NOTES
E100 PARTIAL LOWER LEVEL ELECTRICAL PLANS
E300 PARTIAL ROOF POWER PLAN
09- STERIS DRAWINGS
1 FOR REFERENCE ONLY
2 FOR REFERENCE ONLY
3 FOR REFERENCE ONLY
00- GENERAL
G001 COMPOSITE PLAN & CODE SUMMARY
R1 RTM LIFE SAFETY PLAN
02- STRUCTURAL
S100 GENERAL NOTES AND TYPICAL DETAILS
03- ARCHITECTURE
A100 DEMOLITION & DIMENSION PLAN
A110 REFLECTED CEILING PLAN & INTERIOR
ELEVATIONS
03.1- INTERIORS
IF100 INTERIOR FINISH PLAN
04 - MECHANICAL
H001 HVAC SYMBOLS, ABBREVIATIONS AND GENERAL
NOTES
HPE1 SEISMIC DETAILS AND SCHEDULES
HPE2 TEMPERATURE CONTROL SCHEMATICS, DETAILS,
SCHEDULES
H100 PARTIAL HVAC PLANS
H200 PARTIAL HVAC ROOF PLANS
PROJECT INFORMATION:
NAME: ST. VINCENT CARMEL
ADDRESS: 13500 N MERIDIAN ST
CARMEL, IN 46032
PROJECT DESCRIPTION: CENTRAL PROCESSING DEPTARTMENT
WASHER REPLACEMENT
PROJECT SF: XXX SF
OWNER: ST. VINCENT CARMEL HOSPITAL
ADDRESS: 13500 N MERIDIAN ST
CARMEL, IN 46032
DESIGN PROFESSIONAL:
ARCHITECT: BSA LIFESTRUCTURES
ADDRESS: 9365 COUNSELORS ROW
INDIANAPOLIS, IN 46240
CONTACT: CARL JOHNSON 317-819-7878
CJOHNSON@BSALS.COM
CODE INFORMATION:
2012 INDIANA BUILDING CODE.
2014 INDIANA FIRE CODE
2014 INDIANA MECHANICAL CODE
2014 INDIANA PLUMBING CODE
2009 INDIANA ELECTRICAL CODE
2012 NFPA 101 - LIFE SAFETY CODE
2001 INDIANA HANDICAP ACCESSIBILITY CODE
2014 ADA STANDARDS FOR ACCESSIBLE DESIGN
BUILDING DATA:
OCCUPANCY: I-2
CONSTRUCTION TYPE: TYPE I, FULLY SPRINKLERED
LIFE-SAFETY FEATURES:
SPRINKLER SYSTEM THROUGH-OUT
FIRE RATED SEPARATION WALLS
FIRE RATED & SMOKE RESISTIVE CORRIDOR CONSTRUCTION
SMOKE DETECTORS & FIRE ALARM SYSTEM
EMERGENCY LIGHTS - BACK-UP
EXIT LIGHTS - BACK-UP
FIRE RESISTANCE RATING REQUIREMENTS:
REFER TO RTM CONSULTANAT LIFE SAFETY PLAN SHHET R1
CODE SUMMARY
PROJECT AREA
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.
TM
KEYPLAN
PLAN NORTH
D:\Users\JSagen\Documents\04610101-ARCH_BSALS_CENTRAL_v2016_jsagen.rvt2/23/2017 11:34:57 AMFEB. 23, 2017
G001
COMPOSITE PLAN &
CODE SUMMARY
100% CONTRACT
DOCUMENTS
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
1/16" = 1'-0"1 00- LOWER LEVEL COMPOSITE PLAN
MARK DATE DESCRIPTION
Travel Distance to Exit = 89'Travel Distance to Smoke Barrier = 171'Travel Distance to Smoke Barrier = 144'Travel Distance to Smoke Barrier = 135'Travel Distance to Exit = 97'Travel Distance to Exit = 92'
NOTES:
1.G.C. SHALL COORDINATE PIT DEPTH & DIMENSIONS WITH EQUIPMENT MANUFACTURER.
2.SEISMIC ANCHORAGE IS NOT REQUIRED.
3.REPAIR OR REPLACE VAPOR RETARDER AS REQUIRED TO INSTALL RECESSED SLAB.
L2x2x1/4 (CONT.) WITH 1/2"øx4"
HEADED STUD @ 12" O.C.
#3@18"O.C. x 2'-0" WITH
4" EPOXY EMBED DEPTH
EXISTING SLAB
ON GRADE
#5@12" O.C.
E.W. MIDDLE
#5@12" O.C.
E.W. MIDDLE
FLUSH
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.
TM
KEYPLAN
PLAN NORTH
J:\Projects\16JPS140 ST V Carmel Cart Wash\Revit\ST V CARMEL CART WASH_v2016.rvt12/22/2016 8:36:19 AMFEB 23, 2017
CES
JCB
CES S100
GENERAL NOTES AND
TYPICAL DETAILS
100% CONTRACT
DOCUMENTS
1.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.
2.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.
3.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.
4.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.
5.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).
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.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.
5.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.
6.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.
7.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.
CONCRETE
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 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
1" = 1'-0"S100
1 DETAIL
MARK DATE DESCRIPTION
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
DECONTAM242526272930313334363839
A
B.6
C
G.6
H
J
x1 x2
x3
x4 x4
x5
x6
x7
x8
XX
GENERAL DEMOLITION NOTES
DEMOLITION 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 REMOVED
00
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.
J.REMOVE EXISTING FLOOR AND BASE MATERIALS IN ALL AREAS
SCHEDULED TO RECEIVE NEW FLOOR AND BASE. REFER TO FINISH
DRAWINGS OR SCHEDULES. REMOVE FLOOR AND BASE ADHESIVES AND
PREPARE SURFACES AS REQUIRED TO RECEIVE NEW FINISHES. MAKE
DEMOLITION CLEAN AND COMPLETE IN A MANNER SUITABLE TO ACCEPT
NEW FINISHES AND/OR SURFACES.
K.REMOVE EXISTING WALL FINISHES ON ALL WALLS SCHEDULED TO
RECEIVE NEW FINISHES. REFER TO FINISH DRAWINGS FOR LOCATIONS
OF NEW FINISHES. REMOVE EXISTING WALL COVERINGS AND ADHESIVES.
PREPARE WALL SURFACES AS DETAILED IN SPECIFICATIONS.
24252627293031333436
A
B.6
C
G.6
H
J
A110
3
a1
a2
A110
2
WORK AREA
BC0063
DECONTAM
BC0059
a3
a4
20' - 5"10' - 2"2' - 11"a5
a5
a6
ES CLOSET
BC0140
DOOR NUMBER DESIGNATION
WALL TYPE
WALL TYPE SUFFIX
A.ALL DIMENSIONS ARE TO FACE OF DRYWALL, FACE OF BLOCK OR
CONCRETE, OR TO FACE OF EXISTING WALL FINISH.
B.ALL NEW WALL CONSTRUCTION TO EXTEND TO DECK.
XX.#
XX NEW COLUMN LINE
SECTION INDICATOR
DETAIL INDICATORAREA OF
DETAIL
DETAIL NUMBER
SHEET NUMBER
ROOM NAME DESIGNATION
ROOM NUMBER DESIGNATION
PLAN NOTE DESIGNATION
A101
1 SIM SIMILAR
1
A101
SIM
ROOM
000
00
101ARCHITECTURAL PLAN SYMBOLS LEGEND
GENERAL ARCHITECTURAL NOTES
1/8" = 1'-0"1 00- LOWER LEVEL DEMOLITION PLAN
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.
TM
KEYPLAN
PLAN NORTH
D:\Users\JSagen\Documents\04610101-ARCH_BSALS_CENTRAL_v2016_jsagen.rvt2/23/2017 11:34:30 AMFEB. 23, 2017
A100
DEMOLITION &
DIMENSION PLAN
100% CONTRACT
DOCUMENTS
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
NOTES- DEMOLITION PLAN
x1 DEMO CEILING COMPLETE.
x2 DEMO FINISH FLOORING COMPLETE.
x3 REMOVE EYEWASH AND PATCH/FINISH WALL TO MATCH EXISTING.
x4 REMOVE BASE CABINET AND COUNTER COMPLETE.
x5 REMOVE CART WAHSER COMPLETE.
x6 DEMO AS REQUIRED FOR NEW CONSTRUCTION.
x7 REMOVE WASHERS, S.S. TRIM AND BULKHEAD COMPLETE.
x8 DEMO CONCRETE FLOOR AS REQURIED FOR NEW CARTWAHSER PIT.
1/8" = 1'-0"2
00- LOWER LEVEL ARCHITECTURAL
PLAN
NOTES- ARCHITECTURAL PLAN
a1 PATCH FLOOR TO MATCH EXISTING FINISH. CONTRACTOR TO VERIFY
EXTENT OF FLOOR PATCH WITH MODIFIED DRAIN LOCATIONS ON SITE.
a2 NEW WALL CONSTRUCTION TO MATCH ADJACENT METAL STUD AND
DRYWALL CONSTRUCTION. USE MOSITURE RESISTANT DRYWALL. WALL TO
EXTEND TO DECK WITH DRYWALL ON DIRTY SIDE OF WALL.
a3 EXISTING COUNTER TOP AND SINK TO REMAIN.
a4 ALIGN.
a5 EXTEND EXISTING METAL STUD AND DRWYALL CONSTRUCTION TO DECK.
APPLY DRYWALL ON DIRTY SIDE OF WALL.
a6 INSTALL NEW CONTINUOUS HINGE, STAINLESS STEEL DOOR ARMOR ON
PUSH SIDE OF DOOR, AND STORE ROOM LOCK WITH BATTERY OPPERATED
KEYPAD TO MATCH EXISTING SOILED UTILITY ROOM DOOR. ADD HINGE
FILLER PLATES PAINTED TO MATCH DOOR FRAME COLOR. REFER TO DOOR
HARDWARE SPECIFICATION.
MARK DATE DESCRIPTION
S CCOC
OC
24252627293031333436
A
B.6
C
G.6
H
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c1
c2
c2
c3
c4
c4
ACT - 1
REFLECTED CEILING SYMBOLS
SUSPENDED LAY-IN CEILING SYSTEM
RECESSED "CAN" TYPE LIGHT FIXTURE OR PENDANT
CEILING MOUNTED EXIT LIGHT
CUBICLE CURTAIN TRACK AND CURTAIN
EMERGENCY LIGHT FIXTURE
2'x4' LIGHTING FIXTURE
2'x2' LIGHTING FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
SUPPLY AIR GRILLE
CEILING HEIGHT ABOVE FINISH FLOOR
DRYWALL BULKHEAD/CEILING
1'x4' LIGHTING FIXTURE
ACOUSTICAL CEILING TILE - TYPE
4' X4' SUSPENDED LAY-IN CEILING SYSTEM
EXHAUST AIR GRILLE
+9'-0"
GENERAL ELEVATION NOTES
A.ALL DIMENSIONS ARE TAKEN TO THE FACE OF FINISHED MATERIAL.
B.INSTALL WOOD BLOCKING TO STUDS TO SUPPORT ALL WALL-
MOUNTED CABINETRY AND EQUIPMENT AS REQUIRED.
C.CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTING CABINETRY.
D.ALL CASEWORK SHALL BE FINISHED IN PLASTIC LAMINATE UNLESS
NOTED OTHERWISE.
E.PROVIDE FILLER PANELS AT ALL LOCATIONS WHERE CABINETRY
ABUTS A WALL.
F.PROVIDE A 4" HIGH INTEGRAL BACK SPLASH ON ALL COUNTERS WITH
RECESSED SINKS. INSTALL SIDE SPLASHES WHERE THESE
COUNTERS ABUT A WALL.
G.PROVIDE ADJUSTABLE SHELVING WITHIN ALL WALL AND BASE
CABINETRY AS SHOWN BY DASHED LINE.
H.PROVIDE 12" CLEAR INTERIOR DIMENSION ON ALL UPPER WALL
CABINETS UNLESS NOTED OTHERWISE.
I.CONSTRUCT GYPSUM DRYWALL BULKHEADS ABOVE UPPER
CABINETRY TO BE 1" DEEPER AND LONGER THAN CABINETRY BELOW
UNLESS INDICATED OTHERWISE.
J.COORDINATE BULKHEAD HEIGHTS INDICATED HERE WITH THAT
SHOWN ON THE REFLECTED CEILING PLAN. CONFIRM ANY
DISCREPANCIES WITH THE ARCHITECT PRIOR TO CONSTRUCTION.
K.COORDINATE ALL WALL OUTLETS TO AVOID CONFLICT WITH
CASEWORK.
L.PAINTING CONTRACTOR IS TO STENCIL WALL RATING ON WALLS
INDICATED AS RATED ABOVE THE CEILING ON 20'-30' INTERVALS.2' - 0"0' - 4"3' - 0"3' - 6"2' - 0"3' - 0"3' - 0"
12' - 0"
e1
e2
e3e4e5
e4
e7 e8 e9
e11
e13
10' - 2"0' - 6"10' - 9"2' - 11 5/8"3' - 0 3/8"4' - 0 1/2"1' - 8 1/4"27' - 5"
30' - 7"8' - 0"e6e10
e7
e9
e12
e8
e14
e12e12
1' - 8 1/4"4' - 0 3/4"3' - 2 7/8"2' - 9 1/8"10' - 9"0' - 5 3/4"10' - 2 1/4"8' - 9"8' - 0" - WALL OPENING BEYOND+/- 6' - 8 3/4" F.V.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.
TM
KEYPLAN
PLAN NORTH
D:\Users\JSagen\Documents\04610101-ARCH_BSALS_CENTRAL_v2016_jsagen.rvt2/23/2017 11:34:40 AMFEB. 23, 2017
A110
REFLECTED CEILING
PLAN & INTERIOR
ELEVATIONS
100% CONTRACT
DOCUMENTS
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
1/8" = 1'-0"1
00- LOWER LEVEL REFLECTED CEILING
PLAN
NOTES- INTERIOR ELEVATION
e1 19" DEEP (UNO) SOLID SURFACE (SS1 UNO) COUNTERTOP WITH SIDE AND
BACK SPLASHES, AS INDICATED.
e2 18" DEEP (UNO) BASE CABINET, CONFIGURE DOOR (S), DRAWER(S), AND
SHELVE(S) AS INDICATED.
e3 18" DEEP PLASTIC LAMINATE SINK BASE WITH REMOVABLE PANEL
e4 FINISHED END PANEL
e5 COUNTER SUPPORT BRACKET @ 48" O.C. MAXIMUM.
e6 SAOP DISPENSER. (OFCI)
e7 OPENING FOR NEW RELIANCE RACK RETURN. REFER TO STERIS
DRAWINGS AND CUT SHEETS.
e8 OPENING FOR 3 NEW STERIS WASHERS. REFER TO STERIS DRAWINGS AND
CUT SHEETS.
e9 OPENING FOR NEW STERIS CART WASHER. REFER TO STERIS DRAWINGS
AND CUTSHEETS.
e10 PAPER TOWEL DISPENSER. (OFCI)
e11 STAINLESS STEEL WALL FNISH.
e12 STAINLESS STEEL ACCESS PANEL IN NEW STAINLESS STEEL TRIM.
e13 WALL PROTECTION (WP1).
e14 NEW WALL CONSTRUCTION TO MATCH ADJACENT WALL CONSTRUCTION
AND FINISH.
1/4" = 1'-0"3 CELAN SIDE ELEVATION
NOTES- REFLECTED CEILING PLAN
c1 COORDINATE CEILING TERMINATION WITH STERIS EQUIPMENT AND S.S.
TRIM.
c2 MODIFY EXISTING CEILING AS REQUIRED FOR NEW CONSTRUCTION.
c3 NEW CLEAN ROOM ACT CEILING TO MATCH EXISTING HEIGHT.
c4 STAINLESS STEEL TRIM TO EXTEND FROM TOP OF STERIS EQUIPMENT TO
6" ABOVE FINISH CEILING.
1/4" = 1'-0"2 DECONTAM SIDE ELEVATION
MARK DATE DESCRIPTION
24252627293031333436
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B.6
C
G.6
H
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CG1
CG1
CG1
CG1
1
2
SV1
EP1
SV1
DECONTAM
BC0059
a
ETR
ETR
ETR
WORK AREA
BC0063
3
4
GENERAL FINISH NOTES
FINISH PLAN NOTES
FINISH REMARKS
FINISH LEGEND BLOCK
FINISH ABBREVIATIONS
ACT ACOUSTICAL CEILING TILE
CG CORNER GUARD
EP EPOXY PAINT
ETR EXISTING TO REMAIN
P PAINT
PL PLASTIC LAMINATE
SC SEALED CONCRETE (SPEC 03300)
SV SHEET VINYL
VCT VINYL COMPOSITION TILE
WP WALL PROTECTION
ROOM NAME
ROOM NUMBER
REMARKS COLUMN
FLOOR
BASE
WALL
NOTE: FINISHES INDICATED IN FINISH LEGEND BLOCKS ARE GENERAL OVERALL
FINISHES FOR ROOM UNLESS OTHERWISE NOTED BY NOTE, REMARK, DETAIL,
AND/OR ELEVATION.
A.PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL ARE GIVEN
WHENEVER POSSIBLE ON THE FINISH PLAN. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO BRING ANY DISCREPANCIES
TO THE ATTENTION OF THE ARCHITECT/DESIGNER SO THAT THE
CORRECT MATERIAL IS INSTALLED.
B.PAINT ALL BULKHEADS AND SOFFITS TO MATCH THE ADJACENT WALL
FINISH, UNLESS NOTED OTHERWISE ON PLANS. ALL BULKHEADS,
SOFFITS, AND DRYWALL CEILING SURFACES SHOULD BE FINISHED WITH
THE SAME MATERIAL AND OR COLOR ON ALL FACES AS SPECIFIED,
UNLESS NOTED OTHERWISE.
C.PAINT ALL DRYWALL CEILING SURFACES "CEILING WHITE" TO MATCH
HOSPITAL STANDARD.
D.REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL CEILING
FINISHES.
E.ALL FLOORING MATERIAL SHALL BE CENTERED UNDER THE DOOR IN THE
CLOSED POSITION.
F.ALL DOOR AND WINDOW METAL TRIM ADJACENT TO NEWLY PAINTED
WALLS SHALL BE PAINTED (P2) UNLESS NOTED OTHERWISE. IF
ADJACENT WALLS ARE NOT BEING PAINTED, DOOR AND WINDOW METAL
TRIM SHALL NOT BE PAINTED. IF WALLS ARE BEING PAINTED ON ONE
SIDE OF A DOOR AND NOT THE OTHER, PAINT CORRESPONDING SIDE OF
DOOR TRIM.
G.ALL HOLLOW METAL DOORS ADJACENT TO NEWLY PAINTED WALLS
SHALL BE PAINTED (P2) UNLESS NOTED OTHERWISE. IF ADJACENT
WALLS ARE NOT BEING PAINTED, HOLLOW METAL DOORS SHALL NOT BE
PAINTED. IF WALLS ARE BEING PAINTED ON ONE SIDE OF A DOOR AND
NOT THE OTHER, PAINT CORRESPONDING SIDE OF DOOR.
H.REFER TO THIS SHEET FOR FLOOR TRANSITION DETAILS.
I.ALL VERTICAL PLASTIC LAMINATE SURFACES TO BE (PL1) UNLESS
NOTED OTHERWISE. ALL HORIZONTAL SOLID SURFACE WORK SURFACES
AND BACKSPLASH TO BE (SS1) UNLESS NOTED OTHERWISE.
J.THERE SHALL NOT BE PAINT CONDITIONS THAT OCCUR CAUSING FINISH
OR COLOR TO TERMINATE ON AN OUTSIDE CORNER UNLESS
SPECIFICALLY NOTED OTHERWISE. IF THIS CONDITION OCCURS BRING IT
TO THE ATTENTION OF THE DESIGNER IMMEDIATELY.
K.REFER TO PROJECT MANUAL SECTION “CAST-IN-PLACE CONCRETE” FOR
SPECIFICATIONS FOR SEALED CONCRETE (SC).
L.ALL FLOORING TO BE INSTALLED PERPENDICULAR TO ROOM WALLS
UNLESS NOTED OTHERWISE.
M.DASHED IN FURNITURE TO BE OWNER FURNISHED, OWNER INSTALLED.
N.PATCH AND MATCH EXISTING FINISHES AS NEEDED FOR NEW
CONSTRUCTION
O.PAINT ALL GRILLES, VENTS, ELECTRICAL PANELS, ACCESS PANELS, ETC.
TO MATCH ADJACENT WALL UNLESS NOTED OTHERWISE.
P.PROVIDE WALL PROTECTION AT MOP BASINS TO WIDTH AND OR DEPTH
OF SINK AND 36” HEIGHT
Q.PROVIDE JOHNSONITE LEVEL SYSTEM OR EQUAL AS NEEDED FOR
SMOOTH TRANSITION BETWEEN FLOORING MATERIALS. SLOPE TO BE 1
TO 20.
R.PAINT STEEL COLUMNS, BEAMS, STRUCTURE ETC. EXPOSED TO VIEW IN
FINISHED AREAS (P1) UNLESS NOTED OTHERWISE.
S.FINISH BEHIND FIXED EQUIPMENT SUCH AS CABINETRY, CASEWORK,
CHALK AND TACK/MARKERBOARDS, LOCKERS ETC.
T.USE MANUFACTURER'S RECOMMENDED COORDINATING WELD ROD
COLORS FOR SHEET VINYL SEAMS.
a. BASE TO BE INTEGRAL. REFER TO IF100-2 FOR DETAIL.0' - 4"WALL FINISH. REFER TO
FINISH PLAN
1/8" METAL COVE
CAP
SHEET FLOORING
INTEGRAL BASE
COVE STICK BEHIND
SHEET FLOORING
SILICON BEAD
PROVIDE TROWELABLE UNDERLAYMENT AS REQUIRED
TO ALLOW FOR FLUSH AND LEVEL TRANSITION.
METAL DIVIDER STRIP
CONCRETE SLAB - LEVEL AS
REQUIRED
SVVCT
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.
TM
KEYPLAN
PLAN NORTH
D:\Users\JSagen\Documents\04610101-ARCH_BSALS_CENTRAL_v2016_jsagen.rvt2/23/2017 11:35:07 AMFEB. 23, 2017
IF100
INTERIOR FINISH PLAN
100% CONTRACT
DOCUMENTS
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
MARK DATE DESCRIPTION
1/8" = 1'-0"1 00- LOWER LEVEL FINISH PLAN
INTERIORS- FINISH SPECIFICATIONS
MARK: MANUFACTURER: STYLE: NUMBER: COLOR: SIZE:COMMENTS:CONTACT:
EPOXY PAINT
EP1 HOSPITAL STANDARD TO MATCH EXISTING WALL
PAINT
PAINT
P2 HOSPITAL STANDARD TO MATCH EXISTING METAL
DOOR AND TRIM PAINT
PLASTIC LAMINATE
PL1 HOSPITAL STANDARD TO MATCH EXISTING VERTICAL
SURFACE PLASTIC LAMINATE
HOSPITAL STANDARD
SHEET VINYL
SV1 ALTRO MAXIS UNITY UBI2508 MONUMENT (BEIGE)LORI SHUFFLEBARGER, GAIL FORCE ENTERPRISES,
317-442-6353, poshespionage@gmail.com
SOLID SURFACE
SS1 HOSPITAL STANDARD TO MATCH EXISTING SOLID
SURFACE COUNTERTOP
HOSPITAL STANDARD
WALL PROTECTION
WP1 HOSPITAL STANDARD TO MATCH EXISTING HOSPITAL
STANDARD WALL PROTECTION
3" = 1'-0"2 INTEGRAL COVE BASE DETAIL
6" = 1'-0"3
FLOORING TRANSITION - RESILIENT
FLOORING TO RESILIENT FLOORING
1 PATCH AND REPAIR SURROUNDING WALL, FLOORING, BASE FINISHES AS
NECESSARY FOR INSTALLATION OF NEW CASEWORK.
2 PATCH VCT FLOORING AS NEEDED TO MATCH EXISTING.
3 EXTEND DECONTAM FLOORING, WALL, BASE FINISHES INTO THIS AREA.
4 INSTALL WALL PROTECTION (WP1) TO 48" A.F.F.
A
VP T
T H
FS
ΔT
T
CO
ABBREV.ABBREV.ABBREV.DESCRIPTION DESCRIPTION DESCRIPTION
GENERAL HVAC AND PLUMBING ABBREVIATIONS
A/E ARCHITECT AND ENGINEER
AD ACCESS DOOR
ADJ ADJUSTABLE OR ADJACENT
AFF ABOVE FINISHED FLOOR
APPROX APPROXIMATE
ARCH ARCHITECT
ATM ATMOSPHERE
BHP BRAKE HORSEPOWER
BLDG BUILDING
BOT BOTTOM
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
CAP CAPACITY
CENTRIF CENTRIFUGAL
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CFOI CONTRACTOR FURNISHED/OWNER INSTALLED
CI CAST IRON
CO CLEANOUT
COL COLUMN
COMP COMPRESSOR
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CSP CEILING SERVICE PANEL
DEG DEGREE
DEPT DEPARTMENT
DIA DIAMETER
DISC DISCONNECT
DISCH DISCHARGE
DN DOWN
DWG DRAWING
EC ELECTRICAL CONTRACTOR
ECC ENVIRONMENTAL CONTROL CONTRACTOR
EER ENERGY EFFICIENCY RATING
ELEC ELECTRIC
ELEV ELEVATION
EMER EMERGENCY
ENCL ENCLOSURE
ENTR ENTERING
EQUIP EQUIPMENT
ET EXPANSION TANK
EWT ENTERING WATER TEMPERATURE
EX OR EXIST EXISTING
EXT EXTERIOR
F DEGREES FAHRENHEIT
FC FLEXIBLE CONNECTION
FH FUME HOOD
FIN FINISH
FLA FULL LOAD AMPS
FLR FLOOR
FPC FIRE PROTECTION CONTRACTOR
FT FEET
G GAS, NATRUAL
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GH GRAVITY HOOD
GPM GALLONS PER MINUTE
GV GAS, NATURAL VENT
GW GLASSWARE WASHER
H HEIGHT
HD HEAD
HGT HEIGHT
HOA HAND-OFF-AUTOMATIC
HORZ HORIZONTAL
HOSP HOSPITAL
HP HORSEPOWER
HR HOUR
HZ HERTZ
ID INSIDE DIAMETER OR DIMENSION
IN INCHES
INCL INCLUDE
INSUL INSULATED
INT INTERIOR
INV INVERT
I.P.S.INTERNATIONAL PIPE SIZING
JT JOINT
KAIC SHORT CIRCUIT RATING
KEC KITCHEN EQUIPMENT CONTRACTOR
KW KILOWATTS
L LENGTH
LBS OR #POUNDS
LF LINEAR FOOT
LFT LEAVING FLUID TEMPERATURE
LOC LOCATION
LVG LEAVING
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH 1000 BTU/HR
MC MECHANICAL CONTRACTOR
MCA MINIMUM CIRCUIT AMPACITY
MCC MOTOR CONTROL CENTER
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MOCP MAXIMUM OVERCURRENT PROTECTION
MTD MOUNTED
N NORTH
NA NOT APPLICABLE
NC NORMALLY CLOSED OR NOISE CRITERIA
NIC NOT IN CONTRACT
NO NORMALLY OPEN OR NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED/CONTRACTOR INSTALLED
OFOI OWNER FURNISHED/OWNER INSTALLED
OPER OPERATOR
OPNG OPENING
ORIG ORIGINAL
P PUMP, PNEUMATIC OR PRESSURE
PC PLUMBING CONTRACTOR
PD PRESSURE DROP
POC POINT OF CONNECTION
PPH POUNDS PER HOUR
PPM PARTS PER MILLION
PREFAB PREFABRICATED
PRES PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PVC POLYVINYL CHLORIDE
REC RECEIVER
RECIRC RECIRCULATING
REF REFRIGERATOR
RLA RUNNING LOAD AMPS
RM ROOM
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR OR SOUND ATTENUATOR
SCFM STANDARD CUBIC FEET PER MINUTE
SCH SCHEDULE
SEC SECTION
SENS SENSIBLE
SF SQUARE FOOT
SHT SHEET
SPEC SPECIFICATIONS
SQ SQUARE
SQFT SQUARE FEET
SRV SAFETY RELIEF VALVE
SS STAINLESS STEEL
STD STANDARD
STR STARTER OR STRUCTURE
STRUC STRUCTURAL
SW SWITCH
SYS SYSTEM
TCC TEMPERATURE CONTROL CONTRACTOR
TDH TOTAL DYNAMIC HEAD
TEMP TEMPERATURE
TLL TEMPERATURE LOW LIMIT
TMBH TOTAL MBH
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UVL ULTRA VIOLET LIGHT
VB VACUUM BREAKER
VEL VELOCITY
VFC VARIABLE FREQUENCY CONTROLLER
VSC VARIABLE SPEED CONTROLLER
VTR VENT THROUGH ROOF
W WATTS OR WIDTH
W/WITH
W/O WITHOUT
WC WATER COLUMN
WFMD WATER FLOW MEASURING DEVICE
WG WATER GAUGE
WGT WEIGHT
WM WATER METER
WP WEATHERPROOF
WPD WATER PRESSURE DROP
WTR WATER
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
VOLUME DAMPER (MANUAL)
TEMPERATURE SENSOR
VIBRATION SWITCH
(ELECTRONIC)
FLOW SENSOR
SENSOR (BINARY)
(ELECTRONIC)
PRESSURE SENSOR
RETURN AIR DAMPER
PNEUMATIC RELAY
OUTDOOR AIR DAMPER
BACKDRAFT DAMPER(GRAVITY)
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 CONTROL AIR
THERMOSTAT (SPACE)
NIGHT CYCLE
THERMOSTAT OR TEMPERATURE
SENSOR(SPACE)
SWITCH (PNEUMATIC)
HOLDING COIL
HUMIDISTAT (SPACE)
TEMPERATURE CONTROLLER
MOTOR CONTROL CENTER
FLOW CONTROLLER
PRESSURE CONTROLLER
(PNEUMATIC)
FOR MOTOR
VARIABLE FREQUENCY CONTROLLER
(PNEUMATIC)
PRESSURE-ELECTRIC SWITCH
MANUAL SWITCH (ELECTRIC)
HAND-OFF-AUTO SWITCH
(ELECTRONIC)
VELOCITY PRESSURE SENSORMETER SENSOR
MAGNETIC INDUCTIVE FLOW
OPERATOR'S WORK
HUMIDITY HIGH LIMIT
(ELECTRIC)
TERMINAL BOX ACTUATOR
SMOKE DETECTOR
ALARM
STATION
MODEM
(PNEUMATIC)
HUMIDITY CONTROLLER
HUMIDITY SENSOR
OUTDOOR AIR VOLUME PROBE,
TRANSDUCER AND MONITOR
PRESSURE GAUGE
CO2 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
HVAC SYMBOLS
EXHAUST DIFFUSER OR EXHAUST GRILLE
SUPPLY DIFFUSER OR SUPPLY GRILLE
(NO AIRFLOW IN SHADED REGION)
RETURN DIFFUSER OR RETURN GRILLE
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 DAMPERMD
BACKDRAFT DAMPERBDD
AIR FLOW MEASURING STATION
DUCT TURNED UP (SOLID LINES)
DUCT TURNED DOWN (DASHED LINES)
RETURN BRANCH DUCT TO
RETURN GRILLE/DIFFUSER
"RD#-CFM" DIFFUSER TAG DESIGNATION
"RG#-CFM" GRILLE TAG DESIGNATION
SUPPLY BRANCH DUCT TO
SUPPLY GRILLE/DIFFUSER
"SD#-CFM" DIFFUSER TAG DESIGNATION
"SG#-CFM" GRILLE TAG DESIGNATION
EXHAUST BRANCH DUCT TO
EXHAUST GRILLE/DIFFUSER
"ED#-CFM" DIFFUSER TAG DESIGNATION
"EG#-CFM" GRILLE TAG DESIGNATION
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 LINED DUCTWORK
FLAT OVAL DUCT (WIDTH X HEIGHT)
ROUND 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 HEATING COIL, TWO
WAY CONTROL VALVE, BOX DESIGNATION
TYPICAL TERMINAL BOX WITH HEATING 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
AD
AD
TYPICAL CHILLED BEAM (24"X48")
DUCT DETECTOR
OVERRIDE TIMER
TB-X
TB-X
CS
DD
I/S
ES
∆AP
∆P
∆P
(LL)∆P
EP
EPT
EAD
FBD
FDD
FID
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
VFC
VD
VS
120/60/1
BY EC
VSM
20
HC
H
S
T
TN
BO-X
BI-X
AO-X
AI-X
12" Ø
TTT OR
OCCUPANCY SENSOROCCDISCONNECT SWITCH - NON-FUSED
DISCONNECT SWITCH - FUSED
SUPPLY AIR DAMPERSAD
SUPPLY)
UNINTERRUPTED POWERUPS
HVAC DEMOLITION GENERAL NOTES
A.EXISTING SYSTEMS SHOWN ARE BASED ON EXISTING DRAWINGS AND FIELD VERIFIED TO
THE EXTENT POSSIBLE. CONTRACTOR SHALL VERIFY THAT SERVICES INDICATED FOR
REMOVAL DO NOT SERVE SPACES OUTSIDE THE PROJECT AREA. CONTRACTOR SHALL
FIELD VERIFY THAT EXISTING SYSTEMS SHOWN ARE REPRESENTATIVE OF THE INSTALLED
SYSTEMS AND REPORT MAJOR DISCREPANCIES TO ENGINEER OF RECORD.
B.INACTIVE, ABANDONED SYSTEMS NOT SHOWN ARE TO BE REPORTED TO THE ENGINEER OF
RECORD.
C.CONTRACTOR IS TO COORDINATE ALL SERVICE INTERRUPTIONS WITH OWNER
REPRESENTATIVES, MAINTENANCE STAFF, AND END-USERS. CONTRACTOR SHALL PROVIDE
SUFFICIENT ADVANCE NOTICE TO ALL AFFECTED PARTIES OF IMPENDING OUTAGE.
D.SYSTEMS INDICATED BY DASHED LINE ARE TO BE REMOVED IN THEIR ENTIRETY UNLESS
OTHERWISE DESCRIBED BY PLAN NOTE(S). THIS INCLUDES THE REMOVAL OF EXISTING
HANGERS, INSULATION, ASSOCIATED CONTROLS AND ACCESSORIES. ALL DUCTWORK AND
PIPING TERMINATIONS NOT SHOWN AS BEING REUSED SHALL BE CAPPED. CONTRACTOR
SHALL PATCH INSULATION DAMAGED DURING DEMOLITION AND WHERE PIPING IS SHOWN
TO BE CAPPED.
E.WHEN EQUIPMENT REQUIRING ELECTRICAL POWER IS REMOVED, CONTRACTOR SHALL
ALSO DEMOLISH EXISTING POWER WIRING AND CONDUIT. A LICENSED ELECTRICIAN SHALL
BE RESPONSIBLE FOR REMOVING ALL POWER WIRING AND CONDUIT.
F.WHERE REMAINING MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION WORK
PENETRATES EXISTING WALLS OR FLOORS, THE OPENING CREATED MUST BE REPAIRED TO
MATCH THE EXISTING CONSTRUCTION AND FIRE RATING BY THE GENERAL CONSTRUCTION
TRADE SKILLED IN THE WORK TO BE PERFORMED.
G.IF THE WORK OF OTHER TRADES IS CURRENTLY SUPPORTED BY WORK TO BE DEMOLISHED,
CONTRACTOR SHALL FURNISH AND INSTALL NEW SUPPORTS.
H.UNUSED HANGERS FOUND WITHIN THE PROJECT SCOPE AREA SHALL BE REMOVED.
I.WHERE REQUIRED, PERFORM PRE-DEMOLITION SYSTEM TESTING (AIRFLOW,
TEMPERATURE, ETC.) PRIOR TO BEGINNING ANY DEMOLITION.
J.FOR PHASED SCOPE OF WORK, REFER TO ARCHITECTURAL PHASING PLANS AND OTHER
PROJECT MANUAL REQUIREMENTS. CONTRACTOR IS TO VERIFY THE SPACES TO REMAIN
ACTIVE UNDER THERMAL CONTROL AND EXHAUST SYSTEMS TO REMAIN ACTIVE TO
SUPPORT THE PHASING. PROVIDE TEMPORARY SYSTEM MODIFICATIOS (BLANKOFFS, CAPS,
TEMPORARY DUCT CONNECTIONS, TEMPORARY PIPE CONNECTIONS, ETC) AS REQUIRED TO
SUPPORT THE PHASING.
HVAC NEW GENERAL NOTES
A.NEW WORK SHOWN ON DRAWINGS IS CONCEPTUAL IN NATURE. CONTRACTOR IS
RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. CONTRACTOR SHALL
PERFORM FINAL COORDINATION OF ALL TRADES AFTER CEILING REMOVAL ALLOWS
FURTHER SITE INVESTIGATION ON EXISTING BUILDINGS.
B.UNLESS NOTED OTHERWISE ON THE DRAWINGS, REFER TO SCHEDULES FOR DIFFUSER,
GRILLE, TERMINAL BOX, AND OTHER TERMINAL EQUIPMENT RUNOUT SIZES.
C.WHERE EQUIPMENT REQUIRING ACCESS MUST BE INSTALLED ABOVE GYPSUM CEILING,
CONTRACTOR SHALL COORDINATE ADEQUATE ACCESS WITH ALL TRADES AND PROVIDE
THE REQUIRED ACCESS PANELS.
D.AIRFLOW OFFSETS NOTED ARE INTENDED TO PROVIDE INITIAL VALUES FOR THE TEST
AND BALANCE CONTRACTOR. FINAL AIRFLOW OFFSETS ARE TO BE DETERMINED
DURING FUNCTIONAL TESTING AND FINAL VOLUMETRIC FLOW RATES SHALL BE
DOCUMENTED ON AS-BUILT DRAWINGS.
E.COORDINATE WITH ALL TRADES TO PROVIDE THE REQUIRED EQUIPMENT ACCESS.
REFER TO SPECIFICATION "COMMON WORK RESULTS FOR HVAC" FOR ADDITIONAL
INFORMATION.
F.FOR PHASED SCOPE OF WORK, REFER TO ARCHITECTURAL PHASING PLANS AND OTHER
PROJECT MANUAL REQUIREMENTS. PROVIDE TEMPORARY SYSTEM MODIFICATIONS AS
REQUIRED TO SUPPORT THE PHASING.
G.NO PIPING SHALL PASS THROUGH OR BE LOCATED WITHIN ELECTRICAL ROOMS,
ELECTRICAL CLOSETS, ELEVATOR MACHINE ROOMS, STAIRWELLS, OR ELEVATOR
HOISTWAYS.
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 BY PC
AUTOMATIC FLOW CONTROL VALVE
FLOW MEASURING DEVICE
MANUAL AIR RELIEF VENT
AUTOMATIC AIR RELIEF VENT
LUBRICATED PLUG VALVE
PRESSURE REDUCING VALVE(STEAM, GAS, COMPRESSED AIR)
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 FITTING 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 VIEWPLAN VIEWS
N0
NC
N0
T
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
H HUMIDISTAT
A101
1
TYP
1
A101
TYP
1.PLAN NOTE LIST
ISOLATION VALVE
PM PRESSURE MONITOR (FLOOR PLAN)
Co2 Co2 MONITOR (FLOOR PLAN)
REDUCED PRESSURE BACKFLOW PREVENTER
DOUBLE CHECK VALVE ASSEMBLY
FIRE DEPARTMENT CONNECTION
FIRE PROTECTION CONTROL VALVE
CD
BFW
SV
GR
GS
CPD
HPR
MPS
MPR
HPS
LPR
LPS
CHWR
CWR
CWS
PHWR
CHWS
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)
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
CBCWR
CBCWS
CHILLED BEAM CHILLED WATER RETURN
CHILLED BEAM CHILLED WATER SUPPLY
CBHWR
CBHWS
CHILLED BEAM HEATING WATER RETURN
CHILLED BEAM HEATING WATER SUPPLY
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
ABBREV.ABBREV.ABBREV.DESCRIPTION DESCRIPTION DESCRIPTION
HVAC ABBREVIATIONS
NOTE: ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED ON THIS PROJECT
AC OR ACU AIR CONDITIONING UNIT OR AIR COMPRESSOR
ACCU AIR COOLED CONDENSING UNIT
AFCV AIR FLOW CONTROL VALVE
AFMS AIR FLOW MEASURING STATION
AHU AIR HANDLING UNIT
APD AIR PRESSURE DROP
AR AIR RECIEVER
AS AIR SEPARATOR
AVMS AIR VOLUME MEASURING STATION
B BOILER
BCU BLOWER COIL UNIT
BDD BACKDRAFT DAMPER
BI BACKWARD INCLINE
BOD BOTTOM OF DUCT
CAV CONSTANT AIR VOLUME
CC COOLING COIL
CCP COOLING COIL PUMP
CD CONDENSATE DRAIN
CH CHILLER
CHW CHILLED WATER
CHWP CHILLED WATER PUMP
CP CONDENSATE PUMP
CPD CONDENSATE PUMP DISCHARGE
CUH CABINET UNIT HEATER
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
D DIFFUSER OR DAMPER
DE DEAERATOR
DB DECIBELS OR DRY BULB
DC DUCT COIL
DD DUAL DUCT
DDC DIRECT DIGITAL CONTROL
DEFL DEFLECTION
DUC DOOR UNDER CUT
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EBH ELECTRIC BASEBOARD HEATER
ECG EGG CRATE GRILLE
ED EXHAUST DIFFUSER
EDC ELECTRIC DUCT COIL
EF EXHAUST AIR FAN
EFT ENTERING FLUID TEMPERATURE
EG EXHAUST GRILLE OR ETHYLENE GLYCOL
EMG EXTRUDED METAL GRILLE
ERP ELECTRIC RADIANT PANEL
ESP EXTERNAL STATIC PRESSURE
EUH ELECTRIC UNIT HEATER
EXH EXHAUST
F&B FACE & BYPASS
F&T FLOAT AND THERMOSTATIC TRAP
F/SD FIRE AND SMOKE DAMPER
FCU FAN COIL UNIT
FD FIRE DAMPER
H HUMIDIFIER OR HUMIDITY
HC HEATING COIL
HCP HEATING COIL PUMP (HOT WATER)
HE HEAT EXCHANGER
HP HEAT PUMP
HPR HIGH PRESSURE CONDENSATE RETURN
HPS HIGH PRESSURE STEAM
HRC HEAT RECOVERY COIL
HTR HEATER
HVAC HEATING, VENTILATION AND AIR CONDITIONING
HW HOT WATER
HWP HEATING HOT WATER PUMP
HWR HEATING HOT WATER RETURN
HWS HEATING HOT WATER SUPPLY
HX HEAT EXCHANGER
IFB INTEGRAL FACE AND BYPASS
LAN LOCAL AREA NETWORK
LAT LEAVING AIR TEMPERATURE
LBD LINEAR BAR DIFFUSER
LD LINEAR DIFFUSER
LFD LAMINAR FLOW DIFFUSER
LFT LEAVING FLUID TEMPERATURE
LPR LOW PRESSURE CONDENSATE RETURN
LPS LOW PRESSURE STEAM
MAT MIXED AIR TEMPERATURE
MD MOTORIZED DAMPER
MECH MECHANICAL
MPCR MEDIUM PRESSURE CONDENSATE RETURN
MPS MEDIUM PRESSURE STEAM
OA OUTSIDE AIR
OAT OUTSIDE AIR TEMPERATURE
PD PERFORATED DIFFUSER
PE PNEUMATIC ELECTRIC
PF PREFILTERS
PG PROPYLENE GLYCOL
PHC PREHEAT COIL
PRD PRESSURE RELIEF DOOR
PUH PROPELLER UNIT HEATER
RA RETURN AIR OR RELIEF AIR
RAD RADIATED
RAT RETURN AIR TEMPERATURE
R/H REHEAT
RF RETURN AIR FAN
RG RETURN GRILLE
RH RELIEF HOOD OR RELATIVE HUMIDITY
RHC REHEAT COIL
RP RADIANT PANELS
RPG RETURN PERFORATED GRILLE
RV ROOF VENTILATOR
SA SUPPLY AIR OR SOUND ATTENUATOR
SB STEAM BOILER
SC STEAM COIL
SCC STEAM CONDENSATE COOLER
SCCH SUBCOOLED CHIILER
SD SUPPLY DIFFUSER OR SMOKE DAMPER
SF SUPPLY AIR FAN
SG SUPPLY GRILLE
SMBH SENSIBLE MBH
SMC SHEET METAL CONTRACTOR
SP STATIC PRESSURE
ST STEAM TRAP
SV STEAM VENT
T THERMOSTAT
TB TERMINAL BOX
TDV TRIPLE DUTY VALVE
TLL TEMPERATURE LOW LIMIT
TSP TOTAL STATIC PRESSURE
UH UNIT HEATER
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER (MANUAL)
WB WET BULB
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.
TM
D:\Users\MWarren\Documents\04610101-MEP_BSALS_CENTRAL_v2016_mawarren.rvt2/23/2017 10:46:08 AMFEB. 23, 2017
KPM
MCW
KPM H001
HVAC SYMBOLS,
ABBREVIATIONS AND
GENERAL NOTES
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
HVAC-RELATED CODES INFORMATION
CODE DESCRIPTION
MECHANICAL CODE 2014 INDIANA MECHANICAL CODE (2012 INTERNATIONAL MECHANICAL
CODE WITH 675 IAC 18-1.6 IMPLEMENTING AMENDMENTS).
ENERGY CODE 2010 INDIANA ENERGY CONSERVATION CODE (ASHRAE 90.1-2007 WITH 675
IAC 19-4 IMPLEMENTING AMENDMENTS).
MECHANICAL SYSTEM DESIGN CRITERIA: CLIMATE ZONE 5A.
EQUIPMENT AND SYSTEM CONTROL DESCRIPTION: SEE HPE SHEET.
FAN MOTOR HORSEPOWER AND CONTROLS: SEE HVAC SCHEDULE
SHEETS.
DUCT SEALING AND DUCT AND PIPING INSULATION INFORMATION: SEE
HVAC SPECIFICATION 230700.
FUEL GAS CODE 2014 INDIANA FUEL GAS CODE (2012 INTERNATIONAL FUEL GAS CODE WITH
675 IAC 25-3 IMPLEMENTING AMENDMENTS).
DEPARTMENT OF
HEALTH
FACILITY LICENSED AS: ACUTE CARE HOSPITAL PER 410 IAC 15-1.5-8.
2001 EDITION OF THE GUIDELINE FOR CONSTRUCTION AND EQUIPMENT OF
HOSPITAL AND MEDICAL FACILITIES. CHAPTER 7 GENERAL HOSPITAL, 7.31
MECHANICAL STANDARDS APPLIES.
MARK DATE DESCRIPTION
A
3
2
1
2
3
1
B
B
3
4
2
1
3
A
1
1
1
SEISMIC HAZARD LEVEL B
SEISMIC HAZARD LEVEL A
SEISMIC HAZARD LEVEL C
ISOLATOR TYPES:
1. PAD, RUBBER
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.
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 ANCHORS2'-8" MAX. TO STRUCTURALPROVIDE 3-1/2" HEIGHT OF CURB UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
REINFORCING
REINFORCING
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
41 TO 100
101 TO 200
201 TO 400
2AREA (FT )
UP TO 40
AREA (FT )2
UP TO 40
201 TO 400
101 TO 200
41 TO 100
101 TO 200
201 TO 400
2-#4 CONTINUOUS WITH 90 DEGREE BEND AT CORNERS
EQ.
EQ.
MAX. LOAD (LB.)
15,000
25,000
50,000
8,000
MAX. LOAD (LB.)
8,000
25,000
50,000
15,000
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
SUPPORTING MEMBER1"TYP. (4) SIDES1"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.DUCT SIZE1"
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.
7.
5.
1.
3.
2."L" (6'-0" MAX.)TO SUPPORTING STRUCTUREGENERAL 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 STRUCTURE"L" (6'-0" MAX.)TO SUPPORTINGWELDED 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
TARUN "A"DPIPES 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
FAN HAS INTERNAL ISOLATION PROVIDED BY FAN MANUFACTURER.
SCHEDULE NOTES:
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.
#3 ALONG PERIMETER
#3 ALONG PERIMETER
#3 @ 12" O.C.E.W.
#4 ALONG PERIMETER
#4 @ 12" O.C.E.W.
#4 ALONG PERIMETER
#4 @ 12" O.C.E.W.
#3 ALONG PERIMETER
#3 @ 12" O.C.E.W.
#4 ALONG PERIMETER
#4 @ 12" O.C.E.W.
#5 ALONG PERIMETER
#5 @ 12" O.C.E.W.
#5 ALONG PERIMETER
#5 @ 12" O.C.E.W.
#3 @ 12" O.C.E.W.
5
EQUPMENT PAD DETAIL
NO SCALE
L
1
4
2
7
CONCRETE CURB DETAIL
NO SCALE
6
TYPICAL SIDE BRACING FOR RECTANGULAR DUCTS
NO SCALE
3 TYPICAL CONNECTIONS TO STRUCTURE
NO SCALE2
TYPICAL TRANSVERSE BRACING FOR PIPES AND CONDUIT
NO SCALE
4
TYPICAL LOCATIONS OF BRACING
NO SCALE
1
TYPICAL LONGITUDINAL BRACING FOR PIPES AND CONDUIT
NO SCALE5
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.
TM
D:\Users\MWarren\Documents\04610101-MEP_BSALS_CENTRAL_v2016_mawarren.rvt2/23/2017 10:46:26 AMFEB. 23, 2017
KPM
MCW
KPM HPE1
SEISMIC DETAILS AND
SCHEDULES
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
VIBRATION ISOLATION AND EQUIPMENT RESTRAINT SCHEDULE
EQUIPMENT
TAG LOCATION
ELEV
FROM
GRADE
(FT.)
BASE
TYPE
ISOLATOR
TYPE
MIN. STATIC
DEFLECTION
(IN.)
RESTRAINT
REQUIRED NOTES
EF-18 ROOF 50' - 0" N/A N/A N/A YES 7
EF-61 ROOF 15' - 0" N/A N/A N/A YES 7
MARK DATE DESCRIPTION
TO LAN
AND OWS
24 /60
BY ECC
E
SUPPLY AIR
HWR
HWS
E
E
S
CONTROLLER
E
DDC
S
LAN BY ECC
TERMINAL
BOX
HEATING COIL
FROM AHU
SEQUENCE OF OPERATION - CAV BOXES:
1. TERMINAL BOX CONTROLLER SHALL RESPOND TO CHANGES IN SPACE TEMPERATURE BY MODULATING HEATING COIL VALVE
SUPPLY AIR VOLUME TO BE MAINTAINED AT A CONSTANT VALUE REGARDLESS OF CHANGES IN SUPPLY DUCT STATIC
PRESSURE THROUGH CONTROL OF DAMPER ACTUACTOR. THROUGH LAN TO OPERATORS WORK STATION IT SHALL BE
POSSIBLE TO READ AND ADJUST SPACE SPACE TEMPERATURE AND SUPPLY AIR VOLUMES (MAXIMUM AND MINIMUMS), ECC TO
NOTE THAT ALL ACTUACTORS ARE FURNISHED BY ECC AND INSTALLED BY BOX MANUFACTURER ON DDC CONTROLLED
BOXES.
PLAN NOTES:
FURNISHED, INSTALLED, WIRED AND COMMISSIONED BY ECC.
INTEGRAL WITH TERMINAL BOX.
FURNISHED AND COMMISSIONED BY ECC; INSTALLED BY TERMINAL BOX SUPPLIER.
FURNISHED BY ECC; INSTALLED BY MC.
AIR VOLUME SENSOR TO RECALIBRATE AUTOMATICALLY WITH A SCHEDULE APPROVED BY OWNER.
DISCONNECT BY BOX MFR.
FAIL IN LAST POSITION.
E
T
1
1
3
2 5
3 5
FS
M
T
74
1
2
3
4
5
6
7
6
EXHAUST FAN EF-61
EXHAUST AIR
STR
BO-1
BI-1
POWER
BY E.C.
PLAN NOTES
1. DAMPER ACTUATOR SHALL BE ABLE TO FULLY OPEN/CLOSE WITHIN 10 SECONDS.
DAMPER BY ECC.
2. DAMPER INTEGRAL TO CART WASH BY MANUFACTURER.
3. WIRE POINTS BACK TO NEAREST DDC PANEL.
SEQUENCE OF OPERATION:
1. EXHAUST FANS EF-18 AND EF-61 RUN CONTINUOUSLY.
2. EXHAUST FOR EF-61 IS NORMALLY PULLED FROM CART WASH CONNECTION (ED-1 OPEN) AND SERVICE
SPACE DAMPER (ED-2) IS FULLY CLOSED.
3. ON INPUT SIGNAL FROM CART WASHER, ED-2 OPENS TO PULL EXHAUST FROM SERVICE AREA WHILE ED-1 IS
CLOSED BY CART WASH MANUFACTURER. COORDINATE FINAL DAMPER POSITION WITH EQUIPMENT PROVIDER
TO ENSURE ANY MINIMUM FLOW REQUIREMENTS.
ED-1
2
INSTRUMENT
WASHER EXHAUST
(60 CFM)
INSTRUMENT
WASHER EXHAUST
(60 CFM)
INSTRUMENT
WASHER EXHAUST
(60 CFM)
CART WASHER
EXHAUST
(1,000/0 CFM)
CART WASH
PANELBI-3
CART WASHER
SERVICE EXHAUST
(0/1,000 CFM)
AO-1ED-2
1
3
EXHAUST FAN EF-18
EXHAUST AIR
STR
BO-2
BI-2
POWER
BY E.C.
DECON
(+/-2,000 CFM)
120/60/1 BY E.C.
DISCONNECT
BY EC
EACH CIRCUIT TO FEED UP
TO FIVE TERMINAL BOXES
(100VA/CIRCUIT) WIRED BY ECC
TRANSFORMER PANEL (120/24) 500
VA TRANSFORMER COMPLETE WITH
ON-OFF SWITCHES AND CIRCUIT
BREAKERS PER CIRCUIT (5).
NOTES
TRANSFORMER PANELS TO BE LOCATED IN ELECTRICAL AND MECHANICAL ROOMS AS
SHOWN ON PLANS.
- LOW VOLTAGE WIRING SHALL NOT EXCEED 150' FROM TRANSFORMER TO CONTROLLER.
- MOUNTING AND FIELD WIRING BY ECC; POWER WIRING BY EC
(FUNCTIONAL DEVICES PSH500A OR EQUAL).
24 VOLT WIRING TO TERMINAL BOXES TO MEET ALL LOCAL, STATE AND
NATIONAL CODES AND STANDARDS IN ADDITION TO BSA SPECIFICATIONS.
TR 1
1
2
FROM EXHAUST FAN
OUTER METAL DUCT
1/2-INCH TALL Z-CHANNEL
SPACED 90° APART
RETAINING CLIPS TO
SUPPORT OUTER DUCT
D+1"
D
4D
2D3
3
4
2
2
4
PLAN NOTES
SEE FAN DETAIL FOR "D" DIMENSION.
WELDED TABS OR OTHER SUITABLE DETAILS ARE APPROPRIATE AS LONG AS INTENT OF
ALLOWING RAIN TO DRAIN DOWN BETWEEN INNER AND OUTER DUCT IS MET.
DO NOT EXCEED 8' STACK HEIGHT..
STACK SHEETMETAL TO BE 16 GAUGE GALVANIZED MINIMUM.
1
2
3
4
DISCHARGE DUCT FULL SIZE
OF
TERMINAL BOX COIL UNLESS
NOTED OTHERWISE
DO NOT CONNECT DIFFUSERS TO
END OF DISCHARGE DUCT
DISCHARGE DUCT TO EXTEND 9"
BEYOND LAST DIFFUSER
TAKEOFF
REFER TO DRAWINGS FOR
RUNOUT SIZE (TYP.)
PROVIDE
TRANSITION DUCT
AS REQUIRED
HEATING COIL
TERMINAL BOX
SPIN-IN TAKEOFF WITH
VOLUME DAMPER WITH
INSULATION STANDOFF (TYP.)AIRFLOWMAIN BRANCH TAP
45° BOOTTAPSQUARESQUARE
SQUARE ROUND BELLMOUTH
45° LATERALROUNDROUND
5
7
1 8
9
10
4
6
3 7
2
11
NOTES
A MINIMUM OF THREE (3) DUCT DIAMETERS (MAXIMUM OF 3'-0") OF STRAIGHT HARD METAL DUCT SHALL BE PROVIDED DIRECTLY UPSTREAM OF
TERMINAL BOX INLET AFTER TRANSITION TO TERMINAL BOX INLET SIZE.
MAINTAIN A MINIMUM OF 24" CLEARANCE FOR SERVICE, CONTROLLER, AND HEATING COIL VALVING. PROVIDE 36" MINIMUM CLEARANCE WHERE
VOLTAGE EXCEEDS 24V. COORDINATE ACCESS CLEARANCE FROM UNIT THROUGH CEILING BELOW WITH ALL TRADES.
OPTIONAL FLEXIBLE DUCT CONNECTION TO THE TERMINAL BOX. HARD DUCT IS PERFECTLY ACCEPTABLE. FLEXIBLE DUCT SHALL NOT EXCEED
ONE (1) FOOT IN LENGTH. FLEXIBLE DUCT SHALL BE INSTALLED STRAIGHT WITH NO OFFSETS.
REFER TO DRAWINGS FOR RUNOUT SIZES. RUNOUT SIZE IS SAME AS TERMINAL BOX INLET SIZE UNLESS NOTED OTHERWISE.
DUCT SIZE AFTER TRANSITION IS SAME SIZE AS SCHEDULED TERMINAL BOX INLET SIZE AS MODIFIED BY COMPLETED SUBMITTALS.
TRANSITION AS REQUIRED IF RUNOUT SIZE DIFFERS FROM TERMINAL BOX INLET SIZE.
TIE-WRAP CONNECT FLEX DUCT HELICAL COIL TO ROUND METAL DUCTWORK. PULL FLEX DUCT VAPOR BARRIER OVER LOWER TIE-WRAP AND
INSTALL SECOND TIE-WRAP OVER THE VAPOR BARRIER. INSULATE METAL DUCT OVER TOP OF SECOND TIE-WRAP AND INSTALL INSULATOR'S
TAPE ON EDGES.
INSULATE ALL EXPOSED METAL AT TERMINAL BOX INLET. INSULATE AROUND FLOW SENSORS.
INSULATE ALL EXPOSED METAL AT COIL. INSULATE RETURN BENDS. SEAL CLEAT JOINTS. DUCTWORK INSULATION SHALL OVERLAP THE
INTERNALLY INSULATED TERMINAL UNIT BY TWO INCHES. INSULATE COIL PIPING BETWEEN CONTROL VALVE AND COIL CONNECTION.
SUPPORT TERMINAL BOX SUCH THAT IT CAN HANG INDEPENDENTLY OF ANY DUCTWORK CONNECTIONS. ATTACH FOUR STRAP HANGERS TO
UNIT. SEAL SCREW PENETRATIONS OF TERMINAL BOX.
PROVIDE MINIMUM 8"X8" ACCESS DOOR DOWNSTREAM OF REHEAT COIL.
1
2
3
4
5
6
7
8
9
10
11
.
CALIBRATED BALANCING VALVE
BALL VALVE (TYPICAL)
2-WAY MODULATING VALVE
MANUAL AIR VENT
PRESSURE & TEMPERATURE
PLUG (TYPICAL)
UNION (TYPICAL)
STRAINER W/BLOWDOWN AND CAP
3/4" DRAIN W/HOSE
CONNECTION AND CAP
COIL
RETURN
SUPPLY
2
3
1
PLAN NOTES
PROVIDE BUTTERFLY VALVES IN LIEU OF BALL VALVES WHEN PIPE SIZES ARE ABOVE 2", (TYPICAL).
INSTALL AT LOWEST POINT IN PIPING.
INSTALL MODULATING VALVE SO THAT STEM IS VERTICAL.
1
2
3
T
GATE VALVE
STRAINER
UNION GATE VALVE
1
PLAN NOTES
INSTALL 1/2" BLOW OFF VALVE ON STRAINER WITH NIPPLE AND CAP.1
CHECK VALVE
3/4" VALVE WITH
CAPPED NIPPLE
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.
TM
D:\Users\MWarren\Documents\04610101-MEP_BSALS_CENTRAL_v2016_mawarren.rvt2/23/2017 10:47:11 AMFEB. 23, 2017
KPM
MCW
KPM HPE2
TEMPERATURE CONTROL
SCHEMATICS, DETAILS,
SCHEDULES
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
NO SCALE2TERMINAL BOX CONTROL SCHEMATIC
NOSCALE1EXHAUST FAN CONTROL SCHEMATIC
SCHEDULE OF DDC POINTS
ID DESCRIPTION TREND ALARM GRAPHIC
AO-1 EXHAUST DAMPER ED-2 X X
BI-1 EXHAUST FAN EF-61 STATUS X X X
BI-2 EXHAUST FAN EF-18 STATUS X X X
BI-3 CART WASH STATUS X X
BO-1 EXHAUST FAN EF-61 START-STOP X
BO-2 EXHAUST FAN EF-18 START-STOP X
NOSCALE3TERMINAL BOX POWER SUPPLY CONTROL SCHEMATIC
FAN SCHEDULE
TAG LOCATION AREA SERVED CFM
T.S.P.
(IN. WG.)
FAN
TYPE ARRANGEMENT
WHEEL
TYPE
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)SPEED CONTROLBELT DRIVEDIRECT DRIVEBELT GUARDDRAINROOF CURBVIBRATION ISOLATIONUNIT MTD. DISC. SW.WEATHER COVERWEIGHT
(LBS)
DESIGN REFERENCE
NOTESHP RPM VOLTS PHASE
63
Hz
125
Hz
250
Hz
500
Hz
1000
Hz
2000
Hz
4000
Hz
8000
Hz MANUFACTURER MODEL
EF-18 ROOF DECON 2,000 1.2 UTILITY SET UPBLAST BI 1548 0.7 1 1725 208 1 81 80 77 75 69 66 62 56 Yes No Yes No Yes Yes Yes Yes Yes 150 GREENHECK SWD-15-VG 1
EF-61 ROOF WASHERS 1,200 3.5 UTILITY SET UPBLAST BI 2572 1.2 1.5 1725 208 3 85 85 81 84 81 77 76 72 No Yes No Yes Yes No Yes Yes Yes 150 GREENHECK CSW-12-BI-21-10-I-15
DIFFUSER / GRILLE SCHEDULE
TAG
NECK
SIZE
FACE
SIZE MATERIAL FINISH
CFM
RANGE MAX NC
MAX
THROW
(FT)
MAX
TOTAL
ADP
(IN WG)MANUFACTURER MODEL NOTES
ECG 24X24 24X24 STEEL WHITE 0 - 1500 25 - - PRICE 60 1
S1 10 24X24 STEEL WHITE 251 - 380 20 10 0.09 PRICE SPD -
S2 12 24X24 STEEL WHITE 381 - 550 22 12 0.13 PRICE SPD -
NO SCALE6NO-LOSS STACK DETAIL
NO SCALE4TERMINAL BOX DETAIL
NO SCALE52-WAY WATER COIL PIPING DETAIL
NO SCALE7STEAM TRAP DETAIL
TERMINAL BOX SCHEDULE
TAG
CFM
UNIT
INLET SIZE
(IN.)
DUCT
RUNOUT
SIZE TO
UNIT (IN.)
UNIT MAX.
A.P.D. AT
MAX. CFM
(IN.)
AIR DATA HOT WATER HEATING COIL DESIGN REFERENCE
NOTES
COOLING
MAX.
COOLING
MIN.
E.A.T.
(ºF)
L.A.T.
(ºF)FLUID GPM
E.W.T.
(ºF)
L.W.T.
(ºF)
MAX.
W.P.D.
(FT. HD.)
PIPE
RUNOUT
SIZE TO
COIL (IN.)
MIN.
MBH MANUFACTURER MODEL
VAV-1-058 600 600 10" 12" 0.5 55 75 WATER 0.9 180 150 10 3/4" 13.0 PRICE SDV
VAV-1-059 1,300 1,300 12" 14" 0.5 55 75 WATER 1.9 180 150 10 3/4" 28.1 PRICE SDV
NOTES:
1. EXHAUST FAN HAS BEEN OVERSIZED TO PROVIDE ADDITIONAL EXHAUST CAPACITY TO DECON AS NEEDED TO MAINTAIN NEGATIVE ROOM PRESSURE.
BALANCE TO CFM'S SHOWN ON PLAN AS A STARTING POINT.
MARK DATE DESCRIPTION
T
24252627293031333436
B.6
C
G.6
HJ
K
40"X24"20"X20"16"X16"16"X16"20"X14"1
2
3
4
4
5
7
7
4
5
T
T
8
9
9
4
T
6
24252627293031333436
B.6
C
G.6
HJ
K
10
11
12
VAV-1-058
VAV-1-059
S2- 500
S1- 300
S2- 500
ECG- 500
ECG- 300
70 CFM
ECG- 50020"X14"14"X12"40"X24"20"X20"16"X16"16"X16"6"ø
18
EMG-600
24252627293031333436
B.6
C
G.6
HJ
K
T
T
T
T
13
14
15
16
16
17
13
GENERAL NOTES
A.ALL WASHER EXHAUST DUCTWORK SHALL BE WELDED STAINLESS STEEL SLOPED
BACK TO WASHER.
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.
TM
KEYPLAN
PLAN NORTH
D:\Users\MWarren\Documents\04610101-MEP_BSALS_CENTRAL_v2016_mawarren.rvt2/23/2017 10:46:57 AMFEB. 23, 2017
KPM
AAW
KPM H100
PARTIAL HVAC PLANS
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
1/8" = 1'-0"1 BASEMENT HVAC DEMOLITION PLAN
1/8" = 1'-0"2 BASEMENT HVAC PLAN
1/8" = 1'-0"3 BASEMENT HVAC PIPING PLAN
PLAN NOTES
1 EXISTING EXHAUST DUCTWORK TO EXHAUST FAN EF-18.
2 EXISTING EXHAUST DUCTWORK TO EXHAUST FAN EF-61.
3 REMOVE EXISTING SUPPLY DUCTWORK, TERMINAL BOX AND REHEAT COIL BACK TO POINT
SHOWN FOR CONNECTION IN NEW WORK.
4 REMOVE EXISTING EXHAUST DUCTWORK BACK TO POINT SHOWN FOR CONNECTION IN NEW
WORK.
5 REMOVE EXISTING EXHAUST DUCTWORK BACK TO POINT SHOWN AND CAP.
6 REMOVE EXISTING THERMOSTAT FOR REPLACEMENT.
7 REMOVE EXISTING THERMOSTAT FOR RELOCATION.
8 REMOVE EXISTING REHEAT COIL AND PIPING BACK TO POINT SHOWN FOR CONNECTION IN
NEW WORK.
9 REMOVE EXISTING MEDIUM PRESSURE STEAM PIPING DROPS TO EQUIPMENT FOR
REPLACEMENT IN NEW WORK.
10 6"Ø EXHAUST DROP TO INSTRUMENT WASHER. BALANCE TO 60 CFM EACH.
11 10"Ø EXHAUST DROP TO CART WASHER. BALANCE TO 1000 CFM.
12 MOTORIZED DAMPER IN CART WASH EXHAUST TO PULL FROM CART WASH SERVICE AREA
WHEN CART WASH CONNECTION IS CLOSED BY MANUFACTURER'S INTEGRAL CONTROLS.
REFER TO TEMPERATURE CONTROL SCHEMATIC FOR MORE INFORMATION.
13 CONNECT NEW MEDIUM PRESSURE STEAM PIPING TO EXISTING.
14 CONNECT NEW HEATING HOT WATER PIPING TO EXISTING.
15 1/2" MPS AND 1/2" MPR CONNECTION TO EQUIPMENT. PROVIDE ISOLATION VALVES AT EACH
CONNECTION.
16 RELOCATED THERMOSTAT.
17 1-1/2" MPS AND 1" MPR CONNECTION TO EQUIPMENT. PROVIDE ISOLATION VALVES AT EACH
CONNECTION.
18 FOUR (4) 3" PVC CONDUITS FOR DETERGENT LINES FROM BELOW CEILING TO EACH OF
FOUR (4) WASHERS. ALL BENDS TO UTILIZE LONG RADIUS 90 DEGREE ELBOWS OR BACK TO
BACK 45 DEGREE ELBOWS. COORDINATE FINAL LOCATION WITH EQUIPMENT
MANUFACTURER.
MARK DATE DESCRIPTION
AA
PPQQMM
2625 24 23
22
L'
K'
J'H'
C'
A'
2120
M'
E'
B'
DD
D'
G'
4
EF-18
AA
PPQQMM
2625 24 23
22
L'
K'
J'H'
C'
A'
2120
M'
E'
B'
DD
D'
G'
2
KKK
JJJ
GGG
HHH
2625
37 35 32
J'H'
34 3336
30
31 29 27
C'
A'
E'
B'
DD
D'
G'
1
JJJ
GGG
HHH
2625
37 35 32
J'H'
34 3336
30
31 29 27
C'
A'
E'
B'
DD
D'
G'
3
EF-61
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.
TM
KEYPLAN
PLAN NORTH
D:\Users\JSagen\Documents\04610101-MEP_BSALS_CENTRAL_v2016_jsagen.rvt2/23/2017 12:51:34 PMFEB. 23, 2017
KPM
AAW
KPM H200
PARTIAL HVAC ROOF
PLANS
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
1/8" = 1'-0"2 THIRD FLOOR ROOF HVAC PLAN
1/8" = 1'-0"1 THIRD FLOOR ROOF HVAC DEMOLITION PLAN
1/8" = 1'-0"3 FIRST FLOOR ROOF HVAC DEMOLITION PLAN
1/8" = 1'-0"4 FIRST FLOOR ROOF HVAC PLAN
PLAN NOTES
1 REMOVE EXISTING EXHAUST FAN EF-61 FOR REPLACEMENT IN NEW WORK.
2 REMOVE EXISTING EXHAUST FAN EF-18 FOR REPLACEMENT IN NEW WORK.
3 NEW EXHAUST FAN EF-61 IN SAME LOCATION AS REMOVED FAN. REPLACE ROOF CURB AS
NEEDED.
4 NEW EXHAUST FAN EF-18 WEST OF REMOVED FAN. REUSE EXISTING FAN ROOF CURB FOR
DUCT PENETRATION.
MARK DATE DESCRIPTION
A
VP T
T H
FS
ΔT
T
CO
ABBREV.ABBREV.ABBREV.DESCRIPTION DESCRIPTION DESCRIPTION
GENERAL HVAC AND PLUMBING ABBREVIATIONS
A/E ARCHITECT AND ENGINEER
AD ACCESS DOOR
ADJ ADJUSTABLE OR ADJACENT
AFF ABOVE FINISHED FLOOR
APPROX APPROXIMATE
ARCH ARCHITECT
ATM ATMOSPHERE
BHP BRAKE HORSEPOWER
BLDG BUILDING
BOT BOTTOM
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
CAP CAPACITY
CENTRIF CENTRIFUGAL
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CFOI CONTRACTOR FURNISHED/OWNER INSTALLED
CI CAST IRON
CO CLEANOUT
COL COLUMN
COMP COMPRESSOR
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CSP CEILING SERVICE PANEL
DEG DEGREE
DEPT DEPARTMENT
DIA DIAMETER
DISC DISCONNECT
DISCH DISCHARGE
DN DOWN
DWG DRAWING
EC ELECTRICAL CONTRACTOR
ECC ENVIRONMENTAL CONTROL CONTRACTOR
EER ENERGY EFFICIENCY RATING
ELEC ELECTRIC
ELEV ELEVATION
EMER EMERGENCY
ENCL ENCLOSURE
ENTR ENTERING
EQUIP EQUIPMENT
ET EXPANSION TANK
EWT ENTERING WATER TEMPERATURE
EX OR EXIST EXISTING
EXT EXTERIOR
F DEGREES FAHRENHEIT
FC FLEXIBLE CONNECTION
FH FUME HOOD
FIN FINISH
FLA FULL LOAD AMPS
FLR FLOOR
FPC FIRE PROTECTION CONTRACTOR
FT FEET
G GAS, NATRUAL
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GH GRAVITY HOOD
GPM GALLONS PER MINUTE
GV GAS, NATURAL VENT
GW GLASSWARE WASHER
H HEIGHT
HD HEAD
HGT HEIGHT
HOA HAND-OFF-AUTOMATIC
HORZ HORIZONTAL
HOSP HOSPITAL
HP HORSEPOWER
HR HOUR
HZ HERTZ
ID INSIDE DIAMETER OR DIMENSION
IN INCHES
INCL INCLUDE
INSUL INSULATED
INT INTERIOR
INV INVERT
I.P.S.INTERNATIONAL PIPE SIZING
JT JOINT
KAIC SHORT CIRCUIT RATING
KEC KITCHEN EQUIPMENT CONTRACTOR
KW KILOWATTS
L LENGTH
LBS OR #POUNDS
LF LINEAR FOOT
LFT LEAVING FLUID TEMPERATURE
LOC LOCATION
LVG LEAVING
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH 1000 BTU/HR
MC MECHANICAL CONTRACTOR
MCA MINIMUM CIRCUIT AMPACITY
MCC MOTOR CONTROL CENTER
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MOCP MAXIMUM OVERCURRENT PROTECTION
MTD MOUNTED
N NORTH
NA NOT APPLICABLE
NC NORMALLY CLOSED OR NOISE CRITERIA
NIC NOT IN CONTRACT
NO NORMALLY OPEN OR NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED/CONTRACTOR INSTALLED
OFOI OWNER FURNISHED/OWNER INSTALLED
OPER OPERATOR
OPNG OPENING
ORIG ORIGINAL
P PUMP, PNEUMATIC OR PRESSURE
PC PLUMBING CONTRACTOR
PD PRESSURE DROP
POC POINT OF CONNECTION
PPH POUNDS PER HOUR
PPM PARTS PER MILLION
PREFAB PREFABRICATED
PRES PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PVC POLYVINYL CHLORIDE
REC RECEIVER
RECIRC RECIRCULATING
REF REFRIGERATOR
RLA RUNNING LOAD AMPS
RM ROOM
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR OR SOUND ATTENUATOR
SCFM STANDARD CUBIC FEET PER MINUTE
SCH SCHEDULE
SEC SECTION
SENS SENSIBLE
SF SQUARE FOOT
SHT SHEET
SPEC SPECIFICATIONS
SQ SQUARE
SQFT SQUARE FEET
SRV SAFETY RELIEF VALVE
SS STAINLESS STEEL
STD STANDARD
STR STARTER OR STRUCTURE
STRUC STRUCTURAL
SW SWITCH
SYS SYSTEM
TCC TEMPERATURE CONTROL CONTRACTOR
TDH TOTAL DYNAMIC HEAD
TEMP TEMPERATURE
TLL TEMPERATURE LOW LIMIT
TMBH TOTAL MBH
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UVL ULTRA VIOLET LIGHT
VB VACUUM BREAKER
VEL VELOCITY
VFC VARIABLE FREQUENCY CONTROLLER
VSC VARIABLE SPEED CONTROLLER
VTR VENT THROUGH ROOF
W WATTS OR WIDTH
W/WITH
W/O WITHOUT
WC WATER COLUMN
WFMD WATER FLOW MEASURING DEVICE
WG WATER GAUGE
WGT WEIGHT
WM WATER METER
WP WEATHERPROOF
WPD WATER PRESSURE DROP
WTR WATER
PLUMBING DEMOLITION GENERAL NOTES
A.IN EXISTING AREAS, EXISTING SYSTEMS SHOWN ARE BASED ON EXISTING DRAWINGS AND
FIELD VERIFIED TO THE EXTENT POSSIBLE. CONTRACTOR SHALL VERIFY THAT SERVICES
INDICATED FOR REMOVAL DO NOT SERVE SPACES OUTSIDE THE PROJECT AREA.
CONTRACTOR SHALL FIELD VERIFY THAT EXISTING SYSTEMS SHOWN ARE REPRESENTATIVE
OF THE INSTALLED SYSTEMS AND REPORT MAJOR DISCREPANCIES TO ENGINEER OF
RECORD.
B.FOR PHASED SCOPE OF WORK, REFERENCE ARCHITECTURAL PHASING PLANS FOR AREAS
OF THE BUILDING INCLUDED IN THE SCOPE OF WORK AND THE CONSTRUCTION PHASING.
CONTRACTOR SHALL VERIFY THE FIXTURES, EQUIPMENT AND PIPING TO REMAIN ACTIVE
WHERE REQUIRED BY THE PROJECT PHASING AS REQUIRED TO AVOID REMOVAL OF
SYSTEMS TO REMAIN.
C.INACTIVE, ABANDONED SYSTEMS NOT SHOWN ARE TO BE REPORTED TO THE ENGINEER OF
RECORD.
D.CONTRACTOR IS TO COORDINATE ALL SERVICE INTERRUPTIONS WITH OWNER
REPRESENTATIVES, MAINTENANCE STAFF, AND END-USERS. CONTRACTOR SHALL PROVIDE
SUFFICIENT ADVANCE NOTICE TO ALL AFFECTED PARTIES OF IMPENDING OUTAGE.
E.SYSTEMS INDICATED BY DASHED LINES OR RENDERED OBSOLETE BY CONSTRUCTION ARE
TO BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE DESCRIBED BY PLAN NOTE(S).
THIS INCLUDES THE REMOVAL OF EXISTING HANGERS, INSULATION, AND ASSOCIATED
CONTROLS AND ACCESSORIES. ALL PIPING TERMINATIONS NOT SHOWN AS BEING REUSED
SHALL BE CAPPED. CONTRACTOR SHALL PATCH INSULATION DAMAGED DURING
DEMOLITION AND WHERE PIPING IS SHOWN TO BE CAPPED.
F.WHEN EQUIPMENT REQUIRING ELECTRICAL POWER IS REMOVED, CONTRACTOR SHALL ALSO
DEMOLISH EXISTING POWER WIRING AND CONDUIT. A LICENSED ELECTRICIAN SHALL BE
RESPONSIBLE FOR REMOVING ALL POWER WIRING AND CONDUIT.
G.WHERE MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION WORK PENETRATES
EXISTING WALLS OR FLOORS TO REMAIN, THE OPENING CREATED MUST BE REPAIRED TO
MATCH THE EXISTING CONSTRUCTION AND FIRE RATING BY THE GENERAL CONSTRUCTION
TRADE SKILLED IN THE WORK TO BE PERFORMED.
H.IF THE WORK OF OTHER TRADES IS CURRENTLY SUPPORTED BY WORK TO BE DEMOLISHED,
CONTRACTOR SHALL FURNISH AND INSTALL NEW SUPPORTS.
I.UNUSED HANGERS FOUND WITHIN THE PROJECT SCOPE AREA SHALL BE REMOVED.
J.THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ANY ITEMS REMOVED FROM THE
PROJECT SCOPE AREA. ALL ITEMS NOT CLAIMED BY OWNER SHALL BE REMOVED FROM
PREMISES.
PLUMBING NEW GENERAL NOTES
A.NEW WORK SHOWN ON DRAWINGS IS CONCEPTUAL IN NATURE. CONTRACTOR IS
RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. CONTRACTOR SHALL PERFORM
FINAL COORDINATION OF ALL TRADES AFTER CEILING REMOVAL ALLOWS FURTHER SITE
INVESTIGATION ON EXISTING BUILDINGS.
B.UNLESS NOTED OTHERWISE ON THE DRAWINGS, REFER TO SCHEDULES FOR PIPE SIZES TO
PLUMBING FIXTURES, DRAINS, AND EQUIPMENT.
C.WHERE EQUIPMENT REQUIRING ACCESS MUST BE INSTALLED ABOVE GYPSUM CEILING,
CONTRACTOR SHALL COORDINATE ADEQUATE ACCESS WITH ALL TRADES AND PROVIDE THE
REQUIRED ACCESS PANELS.
D.WHERE EQUIPMENT REQUIRING ACCESS IS INSTALLED BY PLUMBING CONTRACTOR OR
OTHER TRADES, ACCESS SHALL BE COORDINATED AND SYSTEMS ROUTED TO ALLOW
ACCESS TO EQUIPMENT.
E.FOR PHASED SCOPE OF WORK, CONTRACTOR SHALL COORDINATE PHASING REQUIREMENTS
WITH ARCHITECTURAL PHASING PLANS.
F.CONTRACTOR TO COORDINATE WITH CONSTRUCTION SCHEDULE FOR ALL WORK
PERFORMED.
G.ALL PIPE PENETRATIONS SHALL BE COORDINATED WITH STRUCTURAL DRAWINGS AND
EXISTING CONDITIONS. PIPE PENETRATIONS THROUGH CONCRETE BEAMS, JOISTS, OR
COLUMNS ARE NOT ACCEPTABLE UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL
DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.
H.WHERE NEW PIPE PENETRATIONS THROUGH EXISTING CONCRETE SLABS ARE TO OCCUR,
CONTRACTOR SHALL LOCATE ANY EXISTING SYSTEMS OR REINFORCING BY X-RAY/SCAN
PRIOR TO CORE DRILLING TO AVOID DAMAGE TO SYSTEMS OR REINFORCING.
I.PROVIDE WATER HAMMER ARRESTORS AT ALL FLUSH VALVES AND WHERE INDICATED ON
PLANS AND DETAILS IN ACCORDNACE WITH PDI-WH-201 GUIDELINES.
J.NO PIPING SHALL PASS THROUGH OR BE LOCATED IN ELECTRICAL ROOMS, TELECOM
ROOMS, ELEVATOR EQUIPMENT ROOMS, OR STAIR SHAFTS.
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
DCW
DHW
DHWR
140 DHW
140 DHWR
VENTV
SANITARY SOIL, WASTE SEWERS
LABORATORY GAS PIPING SYMBOLS
LA
N
O
MRV
HE
CO2
AR
LA-HP
LA-LP
AI
LAB AIR (LOW PRESSURE)
LAB AIR (HIGH PRESSURE)
AIR INTAKE(LAB)
LAB AIR
OXYGEN
NITROGEN
GAS CYLINDER RELIEF VENT
HELIUM
CARBON DIOXIDE
ARGON
SG
LV
SPECIAL GAS (TYPE DENOTED BY -1, -2, ETC.)
LAB VACUUM
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 BY PC
AUTOMATIC FLOW CONTROL VALVE
FLOW MEASURING DEVICE
MANUAL AIR RELIEF VENT
AUTOMATIC AIR RELIEF VENT
LUBRICATED PLUG VALVE
PRESSURE REDUCING VALVE(STEAM, GAS, COMPRESSED AIR)
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 FITTING 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 VIEWPLAN VIEWS
N0
NC
N0
T
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
H HUMIDISTAT
A101
1
TYP
1
A101
TYP
1.PLAN NOTE LIST
ISOLATION VALVE
PM PRESSURE MONITOR (FLOOR PLAN)
Co2 Co2 MONITOR (FLOOR PLAN)
REDUCED PRESSURE BACKFLOW PREVENTER
DOUBLE CHECK VALVE ASSEMBLY
FIRE DEPARTMENT CONNECTION
FIRE PROTECTION CONTROL VALVE
FIRE PROTECTION DEMOLITION GENERAL NOTES
A.EXISTING SYSTEMS SHOWN ARE BASED ON EXISTING DRAWINGS AND FIELD VERIFIED TO
THE EXTENT POSSIBLE. CONTRACTOR SHALL VERIFY THAT SERVICES INDICATED FOR
REMOVAL DO NOT SERVE SPACES OUTSIDE THE PROJECT AREA. CONTRACTOR SHALL
FIELD VERIFY THAT EXISTING SYSTEMS SHOWN ARE REPRESENTATIVE OF THE INSTALLED
SYSTEMS AND REPORT MAJOR DISCREPANCIES TO ENGINEER OF RECORD.
B.FOR PHASED SCOPE OF WORK, REFERENCE ARCHITECTURAL PHASING PLANS FOR AREAS
OF THE BUILDING INCLUDED IN THE SCOPE OF WORK AND THE CONSTRUCTION PHASING.
C.IN AREAS OF RENOVATION, INACTIVE AND ABANDONED SYSTEMS NOT SHOWN ARE TO BE
REPORTED TO THE ENGINEER OF RECORD.
D.CONTRACTOR IS TO COORDINATE ALL SERVICE INTERRUPTIONS WITH OWNER
REPRESENTATIVES, MAINTENANCE STAFF, AND END-USERS. CONTRACTOR SHALL PROVIDE
SUFFICIENT ADVANCE NOTICE TO ALL AFFECTED PARTIES OF IMPENDING OUTAGE.
E.SYSTEMS INDICATED BY DASHED LINES OR RENDERED OBSOLETE BY CONSTRUCTION ARE
TO BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE DESCRIBED BY PLAN NOTE(S).
THIS INCLUDES THE REMOVAL OF EXISTING HANGERS, INSULATION, AND ASSOCIATED
CONTROLS AND ACCESSORIES. ALL PIPING TERMINATIONS NOT SHOWN AS BEING REUSED
SHALL BE CAPPED. CONTRACTOR SHALL PATCH INSULATION DAMAGED DURING
DEMOLITION AND WHERE PIPING IS SHOWN TO BE CAPPED.
F.WHEN EQUIPMENT REQUIRING ELECTRICAL POWER IS REMOVED, CONTRACTOR SHALL
ALSO DEMOLISH EXISTING POWER WIRING AND CONDUIT. A LICENSED ELECTRICIAN SHALL
BE RESPONSIBLE FOR REMOVING ALL POWER WIRING AND CONDUIT.
G.WHERE MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION WORK PENETRATES
EXISTING WALLS OR FLOORS TO REMAIN, THE OPENING CREATED MUST BE REPAIRED TO
MATCH THE EXISTING CONSTRUCTION AND FIRE RATING BY THE GENERAL
CONSTRUCTION TRADE SKILLED IN THE WORK TO BE PERFORMED.
H.IF THE WORK OF OTHER TRADES IS CURRENTLY SUPPORTED BY WORK TO BE
DEMOLISHED, CONTRACTOR SHALL FURNISH AND INSTALL NEW SUPPORTS.
I.UNUSED HANGERS FOUND WITHIN THE PROJECT SCOPE AREA SHALL BE REMOVED.
FIRE PROTECTION GENERAL NOTES
A.WHERE RENOVATIONS OCCUR, MODIFY EXISTING SPRINKLER COVERAGE TO
ACCOMMODATE NEW LAYOUT. REFER TO ARCHITECTURAL PLANS FOR CHANGES TO THE
AREA OF SCOPE. COORDINATE SYSTEMS WITH EXISTING AND NEW SERVICES.
B.WHERE EQUIPMENT REQUIRING ACCESS MUST BE INSTALLED ABOVE GYPSUM CEILING,
CONTRACTOR SHALL COORDINATE ADEQUATE ACCESS WITH ALL TRADES AND PROVIDE
THE REQUIRED ACCESS PANELS.
C.WHERE EQUIPMENT REQUIRING ACCESS IS INSTALLED BY FIRE PROTECTION
CONTRACTOR OR OTHER TRADES, ACCESS SHALL BE COORDINATED AND SYSTEMS
ROUTED TO ALLOW ACCESS TO EQUIPMENT.
D.WHERE PROJECT SCOPE IS PHASED, CONTRACTOR SHALL COORDINATE PHASING
REQUIREMENTS WITH ARCHITECTURAL PHASING PLANS.
E.CONTRACTOR TO COORDINATE WITH CONSTRUCTION SCHEDULE FOR ALL WORK
PERFORMED.
F.WHERE NEW WORK IS BEING PERFORMED ON AN EXISTING BUILDING, CONTRACTOR
SHALL SCHEDULE SHUTDOWN OF EXISTING FIRE SUPPRESSION SYSTEM WITH OWNER
AND NOTIFY LOCAL FIRE DEPARTMENT OF SYSTEM AND AREAS OUT OF SERVICE.
PROVIDE FIRE WATCH OF AREAS AND SYSTEMS AFFECTED.
G.SPRINKLER PIPING SERVING ELECTRICAL ROOMS, TELECOM ROOMS, AND OTHER
SIMILAR SPACES SHALL BE MINIMIZED TO ONLY THE SPRINKLER PIPING AND HEAD THAT
SERVES THE SPACE. SPRINKLER PIPING SERVING THESE SPACES SHALL BE ROUTED IN
SUCH A MANNER TO MINIMIZE PIPING WITHIN THE ROOM AND SHALL NOT BE ROUTED
OVER ELECTRICAL PANELS OR EQUIPMENT WITHIN THE ROOM.
H.ALL PIPE PENETRATIONS SHALL BE COORDINATED WITH STRUCTURAL DRAWINGS AND
EXISTING CONDITIONS. PIPE PENETRATIONS THROUGH CONCRETE BEAMS, JOISTS, OR
COLUMNS ARE NOT ACCEPTABLE UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL
DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.
I.FIRE PROTECTION CONTRACTOR TO PROVIDE A COMPLETE AND OPERABLE SYSTEM IN
ACCORDANCE WITH NFPA, STATE, AND LOCAL CODES. COORDINATE WIRING OF FIRE
ALARM DEVICES WITH ELECTRICAL CONTRACTOR.
ABBREV.ABBREV.ABBREV.DESCRIPTION DESCRIPTION DESCRIPTION
PLUMBING ABBREVIATIONS
NOTE: ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED ON THIS PROJECT
AI AIR INTAKE
AR AIR RECIEVER
AV ACID VENT
AW ACID WASTE
BP BRINE PUMP
BST BULK SALT STORAGE
CA COMPRESSED AIR
CO2 CARBON DIOXIDE
DCV OR DCVA DOUBLE CHECK VALVE ASSEMBLY
DCW DOMESTIC COLD WATER
DCWBP DOMESTIC COLD WATER BOOSTER PUMP
DHWBP DOMETIC HOT WATER BOOSTER PUMP
DHW DOMESTIC HOT WATER
DHWR DOMESTIC HOT WATER RETURN
DI DEIONIZED WATER
DS DOWNSPOUT
DSWBP DOMESTIC SOFT WATER BOOSTER PUMP
DW DISTILLED WATER
DWBP DOMESTIC WATER BOOSTER PUMP
DWH DOMESTIC WATER HEATER
ECO EXTERIOR CLEANOUT
EQA EQUIPMENT AIR
EQAC EQUIPMENT AIR COMPRESSOR
EQAI EQUIPMENT AIR INTAKE
EQV EQUIPMENT VACUUM
EQVP EQUIPMENT VACUUM PUMP
EQVV EQUIPMENT VACUUM VENT
ES EMERGENCY SHOWER
ESP ELEVATOR SUMP PUMP
EW EMERGENCY EYEWASH
EWC ELECTRIC WATER COOLER
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FH FIRE HOSE
FHC FIRE HOSE CABINET
FO FUEL OIL
FODT FUEL OIL DAY TANK
FOP FUEL OIL PUMP
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FOST FUEL OIL STORAGE TANK
FOV FUEL OIL VENT
GI GREASE INTERCEPTOR
GPH GALLONS PER HOUR
GT GREASE TRAP
HO HUB OUTLET
HWC HOT WATER RECIRC
HWCP HOT WATER CIRCULATING PUMP
IA INSTRUMENT AIR
IAC INSTRUMENT AIR COMPRESSOR
IAD INSTRUMENT AIR DRYER
JP JOCKEY PUMP
JPC JOCKEY PUMP
LA LAB AIR
LAC LAB AIR COMPRESSOR
LAD LAB AIR DRYER
LAV LAVATORY
LV LAB VACUUM
LVP LAB VACUUM PUMP
MA MEDICAL AIR
MAC MEDICAL AIR COMPRESSOR
MAD MEDICAL AIR DRYER
MAI MEDICAL AIR INTAKE
MAM MEDICAL AIR MANFOLD
MB MOP BASIN
MH MANHOLE
MV MEDICAL VACUUM
MVP MEDICAL VACUUM PUMP
N NITROGEN
NM NITROGEN MANIFOLD
NOM NITROUS OXIDE MANIFOLD
O OXYGEN
OD OR ORD OVERFLOW DRAIN
OM OXYGEN MANIFOLD
OSD OPEN SITE DRAIN
PIV POST INDICATOR VALVE
PPM PARTS PER MILLION
PT PLASTER TRAP
PW PURE WATER
PWP PURE WATER PUMP
PWR PURE WATER RETURN
PWS PURE WATER SUPPLY
PWST PURE WATER STORAGE TANK
RB REFRIGERATOR BOX
RD ROOF DRAIN
ROM REVERSE OSMOSIS MACHINE
ROP REVERSE OSMOSIS PUMP
ROST REVERSE OSMOSIS STORAGE TANK
RPZ REDUCED PRESSURE BACKFLOW PREVENTER
S OR SAN SANITARY OR SEWER
SCW SOFT COLD WATER
SD SCUPPER DRAIN
SEP SEWAGE EJECTOR PUMP
SK SINK
SP STORM PUMP OR SUMP PUMP
ST STORM
STR STARTER OR STRUCTURE
STRUC STRUCTURAL
SV SPECIAL VENT
SW SPECIAL WASTE
TMV THERMOSTATIC MIXING VALVE
TW TEPID OR TEMPERED WATER
UR URINAL
V VENT
VAC VACUUM
V V VACUUM VENT
W WASTE
WAGD WASTE ANESTHESIA GAS DISPOSAL
WB WALL BOX
WC WATER CLOSET
WCO WALL CLEANOUT
WH WALL HYDRANT
WS WATER SOFTENER OR WASTE STACK
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.
TM
D:\Users\MWarren\Documents\04610101-MEP_BSALS_CENTRAL_v2016_mawarren.rvt2/23/2017 10:47:49 AMFEB. 23, 2017
KPM
SRB
SRB P001
PLUMBING SYMBOLS,
ABBREVIATIONS AND
GENERAL NOTES
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
MARK DATE DESCRIPTION
242527303336
B.6
C
G.6
H
1 2
3
4
5
6
9
6
1
66
4" S(CI)
3" S(CI)
11
4" S(CI)
242527303336
B.6
C
G.6
H
137
8
10
SK-1
LAV-1
4" S(CI)
4" S(CI)4" S(CI)
4"FS-1 4"FS-1 4"FS-1
4" S(CI)
12
12
12
4" S(CI)
12
13 DOMESTIC WATER SUPPLY PIPING
ADJUSTABEL FLOW CONTROL VALVE
WATER HAMMER ARRESTOR "E"
PRESSURE GAUGE
ISOLATION VALVE
PURE WATER SUPPLY PIPING
ADJUSTABLE FLOW CONTROL VALVE
PRESSURE GAUGE
ISOLATION VALVE
SINGLE CHAMBER WASHER FLOW CONTROL SETTING AND MINIMUM PIPE
SIZE DROPS TO EQUIPMENT:
COLD WATER: 12 GPM, 1-1/4"
HOT WATER: 12 GPM, 1-1/4"
PURE WATER: 8 GPM, 1"
CART WASHER FLOW CONTROL SETTING:
COLD WATER: 35 GPM, 1-1/2"
HOT WATER: 30 GPM, 1-1/2"
PURE WATER: 15 GPM, 1-1/4"
PRESSURE GAUGE
ISOLATION VALVE
1/2" COMPRESSED AIR PIPING
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.
TM
KEYPLAN
PLAN NORTH
D:\Users\MWarren\Documents\04610101-MEP_BSALS_CENTRAL_v2016_mawarren.rvt2/23/2017 11:17:13 AMFEB. 23, 2017
KPM
SRB
SRB P200
PLUMBING PLANS
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
1/8" = 1'-0"1 PLUMBING DEMOLITION PLAN
1/8" = 1'-0"2 PLUMBING PLAN
PLAN NOTES
1 REMOVE EXISTING FLOOR SINK. CAP 3” S AT MAIN.
2 REMOVE EXISTING 2” S TO BELOW SLAB AND CAP. CUT AND REMOVE EXISTING V. DHW &
DCW TO NEAREST ACTIVE MAIN.
3 DISCONNECT AND REMOVE SERVICES FEEDING SONIC WASHER TO ALLOW FOR FLOOR
REPLACEMENT. RECONNECT ALL SERVICES FOR RE-INSTALLED SONIC WASHER.
4 REMOVE EXISTING FOOT PEDALS AND ASSOCIATED PIPING TO ALLOW FOR FLOOR
REPLACEMENT. RECONNECT ALL SERVICES FOR RE-INSTALLED 3-COMPARTMENT SINK.
5 REMOVE EXISTING CA DROP THRU CEILING. PREP EXISTING CA ABOVE CEILING FOR
RECONNECTION.
6 DISCONNECT AND REMOVE EXISTING DHW, DCW, PW SERVING WASHER TO ABOVE NEW
EQUIPMENT AND RE-CONNECT. PROVIDE ISOLATION VALVES ON EACH SYSTEM FOR EACH
WASHER. MODIFY EXISTING SYSTEMS AS REQUIRED TO ACCOMMODATE NEW EQUIPMENT
REQUIREMENTS.
7 CONNECT NEW SK TO EXISTING ROUGH-IN SERVING SK IN ADJOINING BREAKROOM.
8 MODIFY EXISTING FP SYSTEM WITH THIS AREA TO ACCOMMODATE NEW LAYOUT. REPLACE
SPRINKLER HEADS.
9 REMOVE EXISTING HANDSINK. ROUGH-IN PIPING TO REMAIN FOR RECONNECTION.
10 CONNECT FIXTURE TO EXISTING ROUGH-IN PIPING.
11 REMOVE EXISTING FLOOR SINK. CAP EXISTING S BELOW SLAB.
12 4" S UP TO FS.
13 EXTEND EXISTING CA TO CEILING OUTLET. PROVIDE ISOLATION VALVE IN CEILING FOR EACH
TAKE-OFF. PROVIDE HOSE CONNECTION WITH QUICK CONNECT FITTING AT END OF HOSE.
INSTALL BRACKET ON WALL AT 6' AFF FOR HOSE.
NO SCALE3STERILIZERS AND WASHERS PIPING DIAGRAM
MARK DATE DESCRIPTION
PC
SD SK SP S4 S3 SSSD
HD
FD
DD
AR
RI
BD
M
FS
TS
H
H
C
C
S
S
V
DH
AM
FACP
FAAP
FANP
FATC
FGCC
FT
RA
B
B
M
S
S
S
V
M
M
M
D
S
E
P
CB
CP
L
Z
W
R
A
N
NC
IC
X
W
TV
AV
MTV
DR
ES
IC
MI
SCP
ML
CR
MD
DC
PB
K
BS
DA
SM
PT
REX
LC
M
OC
J
PC
PC
P
IR
RF
BS
CL
WL
2X
MO
C
CT
RT
HEAVY CONTINUOUS LINES INDICATE SPRINKLER ZONESZ
NOTE: 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
A.GENERAL NOTE
1 PLAN NOTE
FLOOR PLAN SYMBOLS
ST - 20 AMP, 125VAC, SAFETY TYPE
S - 20 AMP, 125VAC, SURGE GUARD PROTECTION TYPE
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 - KEY OPERATED
TOGGLE SWITCH - 3-WAY
TOGGLE SWITCH - 4-WAY
INDIVIDUAL LIGHT DIMMER
TOGGLE SWITCH - PILOT LIGHT
PLUGSTRIP (POWER AND/OR DATA)
HM - 20 AMP, 125VAC, HORIZONTAL MOUNT TYPE
IG - 20 AMP, 125VAC, ISOLATED GROUND TYPE
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:)
SIMPLEX RECEPTACLE - NORMAL CIRCUIT
("X" DENOTES AS FOLLOWS:)
SIMPLEX RECEPTACLE - EMERGENCY CIRCUIT
("X" DENOTES AS FOLLOWS:)
DUPLEX RECEPTACLE - NORMAL CIRCUIT
("X" DENOTES AS FOLLOWS:)
DESCRIPTIONSYMBOL
FLOOR BOX (QUADRAPLEX)
FLOOR BOX (DUPLEX)
QUADRAPLEX - CEILING MOUNTED
DUPLEX - CEILING MOUNTED
NURSE ASSIST
NURSE ASSIST/CODE BLUE
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
COMBINATION MOTOR CONTROLLER
DISCONNECT SWITCH - NON-FUSED
MOTOR CONTROLLER
DISCONNECT SWITCH - FUSED
MOTOR ("X" DENOTES HORSEPOWER)
GROUND CONNECTION
ELECTRIC THERMOSTAT
CAPACITOR ("X" DENOTES KVAR)
T
X
PAGING/AUDIO SYSTEM
MICROPHONE INPUT RECEPTACLE - WALL MOUNTED
LOUDSPEAKER - WALL MOUNTED
LOUDSPEAKER - CEILING MOUNTED
SYMBOL
VOLUME CONTROL
DESCRIPTION
WALL MOUNTED PAGING HORN SPEAKER (ROUGH-IN)
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
FLAME DETECTOR
DUCT DETECTOR ("X" DENOTES AS FOLLOWS)
MANUAL PULL STATION
FLOW SWITCH
TAMPER SWITCH
HORN ONLY - WALL MOUNT
HORN STROBE - WALL MOUNT
CHIME ONLY - WALL MOUNT
CHIME STROBE - WALL MOUNT
SPEAKER ONLY - WALL MOUNT
SPEAKER STROBE - WALL MOUNT
VISUAL ONLY - WALL MOUNT
DOOR HOLD OPEN
ADDRESSABLE MODULE
BEAM DETECTOR
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM NOTIFICATION APPLIANCE PANEL
FIRE ALARM TERMINAL CABINET
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
INTERCOM UNIT FLUSH MOUNTED
MASTER INTERCOM AND DIRECTORY UNIT
MOTION DETECTOR - WALL MOUNTED
SECURITY CARD READER
SECURITY CONTROL PANEL
SECURITY DOOR CONTACTS
SECURITY EXIT PUSH BUTTON
SECURITY KEYPAD
BIOSCAN ACCESS PAD
CAMERA
VOICE ONLY OUTLET (WALL OUTLET)
DATA ONLY OUTLET
PHOTOCELL - WALL MOUNTED
X
P.F.
DUTY STATION
DESCRIPTION
MASTER STATION
STAFF STATION
STAFF LOCATOR STATION
CODE BLUE STATION
SYMBOL
ROOM READY INDICATOR
REMOTE ANNUNCIATOR
NURSE STATION INPUT JACK
BED CONTROL CABLE/INTERCONNECT JACK
NURSE CALL SYSTEM
PATIENT STATION - SINGLE OUTLET
EMERGENCY/BATH STATION
ZONE LIGHT
WALL MOUNTED DOME LIGHT
ADDRESSABLE RELAY
LIGHTING
DESCRIPTION
12"x48" LIGHT FIXTURE
HALF SHADED INDICATES LIFE SAFETY POWER
24"x24" LIGHT FIXTURE
24" WALL LIGHTS
36" WALL LIGHTS
48" WALL LIGHTS
24"x48" LIGHT 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
36" STEM MOUNTED WALL LIGHTS
48" STEM MOUNTED WALL LIGHTS
FULL SHADED INDICATES EMERGENCY POWER
PATIENT CARE SYSTEM
SYMBOL DESCRIPTION
DATA ONLY (PATIENT MONITOR)
DATA ONLY OUTLET (TELEMETRY)
M
TM
GROUND POINT
GROUND ROD
a
X
X
FIRE ALARM GRAPHICS COMMAND CENTER
FIREMEN'S TELEPHONE
RESCUE ASSISTANCE STATION (AREA OF REFUGE)
BELL ONLY - WALL MOUNT
BELL STROBE - WALL MOUNT
MICROPHONE INPUT RECEPTACLE - FLOOR MOUNTED
MICROPHONE INPUT RECEPTACLE - CEILING MOUNTED
CODE PINK STATION
NURSE AUXILIARY JACK
TELEMETRY ANTENNA LOCATION
CEILING MOUNTED DOME LIGHT
EXTERIOR POLE LIGHTS (POLE TOP MOUNT)
GROUND FLOOD LIGHT
EXTERIOR FLOOD LIGHT
DUAL BALLAST (NORMAL AND EMERGENCY)
CEILING MOUNTED (DATA, VOICE/DATA)
FLOOR BOX (VOICE, DATA, VOICE/DATA)
TELECOMMUNICATIONS EQUIPMENT RACK
AUDIO/VISUAL CONTROLLER
DURESS ALARM (HOLD UP BUTTON)
ELECTRIC POWER TRANSFER
SECURITY MONITOR
SECURITY DOOR REQUEST TO EXIT MOTION DETECTOR
LIGHTING CONTROLLER
MOTION DETECTOR (LIGHT SWITCH)
OCCUPANCY SENSOR - WALL MOUNTED
FLOOR BOX (BLANK)
PULL CORD
PULL CORD WITH AUDIOA
PATIENT STATION - SINGLE OUTLET WITHECODE/STAFF ASSIST BUTTON
TRACKING SENSOR (IR)
TRACKING SENSOR (RF)
WHITE BOARD MONITOR
DOUBLE NURSE AUXILIARY JACK
ASCOM BASE STATION
CLOCK SYSTEM
SYMBOL
WALL MOUNTED CLOCK
DESCRIPTION
DIGITAL TIME CLOCK/ELAPSED TIME SYSTEM OUTLET
WIRELESS ACCESS POINT
WAP
ABBREV.
A or AMP
AC
A/C
ACP
ACU
ADD
ADJ
AF
AFC
AFF
AFG
AHU
AIC
AL
AM
AMB
APPROX.
ARCH
ATS
AUTO
AVG
BC
BKR
BHP
BL
BLDG
BR
BTM
C
ºC
CAB
CB or C/B
C/C
CCTV
CKT
CL
CLG
COL
COMM
COMP
CONC
CONST
CONT
CONTR
CR
CT
CU
DB
DC
DEPT
DF
DIST
DM
DO
DRS
DWG
EC
EF
ELEC
ELEV
ELV
EMER
ENCL
EP
EQUIP
EWC
EX
EXH
EXP
EXT
ºF
FA
FAAP
FACP
FC
FCU
FFC
FFS
FHC
FIN
FIXT
FL
FLUOR
FLEX-CONN
FPC
FSS
FTG
FVR
FV
FVNR
G or GND
GALV
GC
GEN
GFCI
GFI
GFP
HGT
HH
HID
HO
HOA
HORZ
HP
HPS
HTR
HV
DESCRIPTION
AMPERE
ALTERNATING CURRENT
AIR CONDITIONING
ACCESS PANEL
AIR CONDITIONING UNIT
ADDITION
ADJUSTABLE
AMPERE FRAME
ABOVE FINISHED CEILING
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
AMPERE INTERRUPTING CAPACITY
ALUMINUM
AMMETER
AMBIENT
APPROXIMATELY
ARCHITECT
AUTOMATIC TRANSFER SWITCH
AUTOMATIC
AVERAGE
BARE COPPER
BREAKER
BRAKE HORSEPOWER
BUILDING LINE
BUILDING
BRANCH
BOTTOM
CONDUIT
DEGREES CELSIUS
CABINET
CIRCUIT BREAKER
CENTER TO CENTER
CLOSED CIRCUIT TELEVISION
CIRCUIT
CENTER LINE
CEILING
COLUMN
COMMUNICATION
COMPRESSOR
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CRITICAL
CURRENT TRANSFORMER
COPPER
DIRECT BURIAL
DIRECT CURRENT
DEPARTMENT
DRINKING FOUNTAIN
DISTRIBUTION
DEMAND METER
DRAWOUT
DOCTORS
DRAWING
ELECTRICAL CONTRACTOR
EXHAUST FAN
ELECTRIC
ELEVATOR
ELEVATION
EMERGENCY
ENCLOSURE
ELECTRIC PNEUMATIC
EQUIPMENT
ELECTRIC WATER COOLER
EXPLOSIONPROOF
EXHAUST
EXPANSION
EXTERIOR
DEGREES FAHRENHEIT
FIRE ALARM
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FLAT CABLE
FAN COIL UNIT
FOOD FACILITY CONTRACTOR
FOOD FACILITY SUPPLIER
FIRE HOSE CABINET
FINISH
FIXTURE
FLOOR
FLUORESCENT
FLEXIBLE CONNECTION
FIRE PROTECTION CONTRACTOR
FUSED SAFETY SWITCH
FOOTING
FILMVIEWER
FULL VOLTAGE
FULL VOLTAGE NON REVERSING
GROUND
GALVANIZED
GENERAL CONTRACTOR
GENERATOR
GROUND FAULT CKT. INTERRUPTER
GROUND FAULT INTERRUPTER
GROUND FAULT PROTECTION
HEIGHT
HANDHOLE
HIGH INTENSITY DISCHARGE
HAND OPERATED
HAND-OFF-AUTOMATIC
HORIZONTAL
HORSEPOWER
HIGH PRESSURE SODIUM
HEATER
HIGH VOLTAGE
ABBREV.
HZ
IC
ID
INCAN
INCL
ISG
JB
JT
KEC
KT
KVA
KVAR
KW
LAB
LB
LF
LOC
LS
LT
LTG
LV
MATV
MAX
MC
MCB
MCC
MDP
MECH
MH
MIN
MISC
MLO
MTD
MTG HT
MU
OD
OFCI
OFOI
OPNG
OPP
OR
P
PB
PBOX
PE
PF
PH or Ø
PV
PNL
PL
PREFAB
PRES
PT
PTS
PW
PWR
RACU
RAD
RECEPT
REF or REFR
REINF
RGIP
RM
RPM
SA
SC
SG
SHT
SIG
SN
SPEC
SQ
SS
SSSS
STD
STN
STR
SUSP
SW
SWBD
SWGR
TCC
TELE
TEMP
TMH
TV
TYP
UC
U/C
UH
UV
V
VAC
VB
VC
VEL
VFD
VM
VOL
VP
VSD/VFC
W/
W/O
WTR
WP
WT
XFMR
Z
DESCRIPTION
HERTZ
INTERCOMMUNICATION
INSIDE DIAMETER
INCANDESCENT
INCLUDE
ISOLATED GROUND SURGE GUARD
JUNCTION BOX
JOINT
KITCHEN EQUIPMENT CONTRACTOR
KITCHENETTE
KILOVOLT AMPERE
KILOVOLT AMPERE REACTIVE
KILOWATT
LABORATORY
POUND
LINEAR FEET
LOCATION
LIFE SAFETY
LIGHT
LIGHTING
LOW VOLTAGE
MASTER ANTENNA TELEVISION
MAXIMUM
MECHANICAL CONTRACTOR
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MAIN DISTRIBUTION PANEL
MECHANICAL
MANHOLE
MINIMUM
MISCELLANEOUS
MAIN LUGS ONLY
MOUNTED
MOUNTING HEIGHT
MEDICINE UNIT
OUTSIDE DIAMETER
OWNER FURNISHED-CONTRACTOR INSTALLED
OWNER FURNISHED-OWNER INSTALLED
OPENING
OPPOSITE
OPERATING ROOM
POLE
PUSHBUTTON
PULL BOX
PNEUMATIC ELECTRIC CONVERTER
POWER FACTOR
PHASE
POST INDICATOR VALVE
PANELBOARD
PILOT LIGHT
PREFABRICATED
PRESSURE
PNEUMATIC TUBE
PNEUMATIC TUBE STATION
PART WINDING
POWER
ROOM AIR CONDITIONING UNIT
RADIATION
RECEPTACLE
REFRIGERATOR
REINFORCED
REMOTE GROUND INDICATING PANEL
ROOM
REVOLUTIONS PER MINUTE
SUPPLY AIR
SHORT CIRCUIT
SURGE GUARD PROTECTION
SHEET
SIGNAL
SOLID NEUTRAL
SPECIFICATIONS
SQUARE
SAFETY SWITCH
SOLID STATE SOFT START
STANDARD
STATION
STRUCTURAL
SUSPENDED
SWITCH
SWITCHBOARD
SWITCHGEAR
TEMPERATURE CONTROL CONTRACTOR
TELECOMMUNICATION
TEMPERATURE
TOP OF MANHOLE
TELEVISION
TYPICAL
UNDER CARPET
UNDER CABINET or UNDER COUNTER
UNIT HEATER
UNIT VENTILATOR
VOLT
VACUUM
VACUUM BREAKER
VACUUM CLEANING
VELOCITY
VARIABLE FREQUENCY DRIVE
VOLTMETER
VOLUME
VAPORPROOF
VARIABLE SPEED DRIVE/CONTROLLER
WITH
WITHOUT
WATER
WEATHERPROOF
WEIGHT
TRANSFORMER
IMPEDANCE
ELECTRICAL ABBREVIATIONS
SYMBOL
SYMBOL DESCRIPTION
S LOUDSPEAKER - CEILING MOUNTED WITH VOLUME CONTROLv
PROJ WAP
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 MOUNTED
IC INTERCOM - CEILING MOUNTED
SHORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH
WITH THERMAL OVERLOAD PROTECTION
T
ADO AUTO DOOR OPERATION
MD MOTION DETECTOR - CEILING MOUNTED
H
H
C
C
S
S
V
B
B
HORN ONLY - CEILING MOUNT
HORN STROBE - CEILING MOUNT
CHIME ONLY - CEILING MOUNT
CHIME STROBE - CEILING MOUNT
SPEAKER ONLY - CEILING MOUNT
SPEAKER STROBE - CEILING MOUNT
VISUAL ONLY - CEILING MOUNT
BELL ONLY - CEILING MOUNT
BELL STROBE - CEILING MOUNT
PC PHOTOCELL - CEILING MOUNTED
VS VACANCY SENSOR - CEILING MOUNTED
VS VACANCY SENSOR - WALL MOUNTED
RS ROOM STATUS
GROUND
CONDUIT SIZE AND QUANTITY
FEEDER SIZING TABLE
F20
DESIGNATION
1212
CONDUCTOR SIZE PER CONDUIT
ISOLATED
NEUTRAL
PHASE &
2P, 1G
1P, 1N, 1GOR 3P, 1G
2P, 1N, 1GOR 3P, 1N, 1G 3P, 3N, 1G 3P, 1N, 2G
3/4"3/4"3/4"3/4"3/4"
F30 1010 3/4"3/4"3/4"3/4"3/4"
F40-F50
F60
F70-F80
F90-F100
108 3/4"3/4"3/4"1"3/4"
106 3/4"3/4"1"1"1"
84 3/4"1"1-1/4"1-1/4"1-1/4"
83 1"1"1-1/4"1-1/2"1-1/4"
FXXX GROUND
12
BUILDING
10
10
10
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.
TM
C:\Users\mburns\Documents\04610101-MEP_BSALS_CENTRAL_v2016_MBURNS714.rvt2/23/2017 11:08:39 AMFEB. 23, 2017
BDH
MEB
BDH E001
ELECTRICAL SYMBOLS,
ABBREVIATIONS AND
GENERAL NOTES
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
MARK DATE DESCRIPTION
S
S CCJ
JJJ
JJJJOC
OC
LC
LCJJJJJJJ
J
J
S
S
CCGENERAL NOTES
A.REFER TO SHEET E001 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
WASHER#2(KLN2-8,10,12)
CARTWASH(KHN1-2,4,6)
CAVIWAVE-(BLC2-14,16,18)
WASHER#3(KLN2-2,4,6)
WASHER#1(BLC2-27,29,31)
CART WASH
WASHERWASHERWASHER
KHN1
KLN1
KLN2
1
TYP.
2 3
4
5
5
6
6
CLEAN
EQUIPMENT
STORAGE
BC0055
OFFICE
BC0230
ELEVATOR
E04
CONFERENCE
ROOM
BW0040
OFFICE
BW0030
ES CLOSET
BC0140
CIRCDEPT
BW0066
CART
STORAGE
BW0066
WORK AREA
BC0063 STERILIZER
BC0059.2
CART
STORAGE
BC0054
4
TYP
16
16
18
L2
L2
L2
L2L1L2
L1L1L1
L1
15
a a a
a
a
a a
a
aa
a
a
a
a
DECONTAM
BC0059
ES CLOSET
BC0140
OFFICE
BW0030
CONFERENCE
ROOM
BW0040
CIRCDEPT
BW0066
CART
STORAGE
BW0066
CART WASH
BC0059.1
CLEAN
EQUIPMENT
STORAGE
BC0055
OFFICE
BC0230
ELEVATOR
E04
CART
STORAGE
BC0054
STERILIZER
BC0059.2
WORK AREA
BC0063
17
17
HDP2
FACP
T-2
BLN2
LDP2
T-5
BLC2
KHN1
KLN1
KLN2
BLC2- 27,29,31, F50WASHER #1
WASHER #2
KLN2- 8,10,12, F50
WASHER #3
KLN2- 2,4,6, F50
WASHERWASHERWASHER
7
8
9
10
TYP.
KHN1- 2,4,6, F30
11
CART WASH
12
CART WASH
+46"
+46"
13
14
9
9
12
12
8
18
19
1919
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.
TM
KEYPLAN
PLAN NORTH
C:\Users\mburns\Documents\04610101-MEP_BSALS_CENTRAL_v2016_MBURNS714.rvt2/23/2017 11:08:44 AMFEB. 23, 2017
BDH
MEB
BDH E100
PARTIAL LOWER LEVEL
ELECTRICAL PLANS
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
PLAN NOTES
1 DISCONNECT AND REMOVE EXISTING LIGHITNG IN THIS ROOM. MAINTAIN CIRCUIT FOR
RECONNECTING NEW LIGHTING.
2 EXISTING WASHERS TO BE REMOVED. DISCONNECT POWER AND REMOVE CONDUIT AND
WIRE COMPLETE BACK TO SOURCE.
3 TEMPORARILY RELOCATE TWO OF THE WASHERS DISCONNECTS TO ALLOW FOR PROJECT
PHASING. MODIFY CONDUIT AND WIRING AS REQUIRED. COORDINATE LOCATION IN FIELD.
4 EXISTING CART WASH TO BE REMOVED. DISCONNECT POWER AND REMOVE CONDUIT AND
WIRE COMPLETE BACK TO SOURCE.
5 TEMPORARILY SUPPORT EXISTING CEILING MOUNTED DEVICE AS REQUIRED FOR CEILING
WORK. REINSTALL IN NEW CEILING IN APPROXIMATELY THE SAME LOCATION.
6 RELOCATE EXISTING ELECTRICAL DEVICES DUE TO WALL DEMOLITION. MODIFY EXISTING
CONDUIT AND WIRE AS REQUIRED TO CONNECT AS PRIOR TO DEMOLITION.
7 PROVIDE NEW NON-FUSED DISCONNECTS FOR WASHERS. DISCONNECTS SHALL BE
60A/3P/208V, NEMA 4X.
8 DISCONNECT AND REMOVE EXISTING BREAKER PREVIOUSLY SERVING WASHER. FURNISH
AND INSTALL A 50A/3P/208V BREAKER MATCHING TO EXISTING IN EXISTING ITE PANELBOARD
BLC2. CONNECT COMPLETE TO WASHER THROUGH DISCONNECT WITH FEEDER SIZE
SHOWN.
9 DISCONNECT AND REMOVE EXISTING BREAKERS PREVIOUSLY SERVING WASHERS.
FURNISH AND INSTALL TWO 50A/3P/208V BREAKERS MATCHING TO EXISTING IN EXISTING ITE
PANELBOARD KLN2. CONNECT COMPLETE TO WASHERS THROUGH DISCONNECTS WITH
FEEDER SIZES SHOWN.
10 PROVIDE UNISTRUT SUPPORT FOR MOUNTING OF ELECTRICAL EQUIPMENT ALONG CART
WASHER WALL.
11 PROVIDE NEW NON-FUSED DISCONNECT FOR CART WASH. DISCONNECTS SHALL BE
30A/3P/480V, NEMA 4X.
12 DISCONNECT AND REMOVE EXISTING BREAKER PREVIOUSLY SERVING CART WASH.
FURNISH AND INSTALL A 20A/3P/480V BREAKERS IN EXISTING ITE PANELBOARD KHN1.
CONNECT COMPLETE TO CART WASH THROUGH DISCONNECT WITH FEEDER SIZE SHOWN.
13 CONNECT TO SPARE 20A/1P BREAKER IN EXISTING PANEL BLC2.
14 VAV TERMINAL BOXES TEMPERATURE CONTROL TRANSFORMERS PANEL PER MECHANICAL
DISCIPLINE. CONNECT TO 20A/1P/120V EMERGENCY POWER BRANCH CIRCUIT AVAILABLE IN
THIS AREA. ALSO PROVIDE TOGGLE SWITCH AT THE UNIT..
15 CONNECT LIGHT FIXTURES TO CIRCUIT MADE AVAILABLE FROM DEMOLITION. CONNECT
COMPLETE THROUGH OCCUPANCY SENSOR/SWITCHLEG SHOWN.
16 EXISTING LIGHT FIXTURE WITH WIRING IN THIS AREA SHALL REMAIN AS IS. DISCONNECT
AND REMOVE LIGHT SWITCH TO ACCOMODATE DEMOLITION.
17 PROVIDE NEW SWITCH. EXTEND/MODIFY EXISTING LIGHTING CIRCUIT AND CONNECT
THROUGH NEAREST SWITCH.
18 EXISTING PANELBOARD SHALL REMAIN AS IS.
19 REINSTALL EXISTING CEILING MOUNTED DEVICE APPROXIMATLY AT SAME LOCATION.
1/8" = 1'-0"1 LOWER LEVEL ELECTRICAL DEMOLITION PLAN
1/8" = 1'-0"2 LOWER LEVEL LIGHTING PLAN
1/8" = 1'-0"3 LOWER LEVEL POWER PLAN
1/8" = 1'-0"4 LOWER LEVEL SYSTEMS PLAN
ELEC_LIGHT FIXTURE SCHEDULE
NOTE: SEE SPECIFICATION SECTION 260923, 260933, 260936, 265100, 265561, 265600, 265668 FOR ADDITIONAL INFORMATION REGARDING LIGHTING FIXTURES AND INSTALLATION REQUIREMENTS. PROVIDE OPTIONS AND ACCESSORIES BY THE REFERENCED COLUMN
TITLED "OPTIONS / ACCESSORIES". MANUFACTURERS LISTED SHALL MEET ALL REQUIREMENTS AND FEATURES INDICATED.
FIXTURE
TYPE
FIXTURE DIMENSIONS
DESCRIPTION VOLTAGE
LAMP DATA
MANUFACTURER CATALOG
SERIES
ACCESSORIES/
OPTIONS REMARKSWIDTHLENGTHHEIGHTDIAWATTAGE TYPE
COLOR
TEMP
DELIVERED
LUMENS
L1 24" 48" 4" 0' - 0" RECESSED, GASKETED CLEAN ROOM
TROFFER
120 V 48 W LED 3500K 4800 KENALL CSEDI24 24 - 45L35K - DCC - DV - 5F - 2H -
SYM
L2 24" 48" 4" 0' - 0" RECESSED, GASKETED CLEAN ROOM
TROFFER
120 V 73 W LED 3500K 6900 KENALL CSEDI24 24 - 67L35K - DCC - DV -5F - 2H - SYM
MARK DATE DESCRIPTION
GENERAL NOTES
A.REFER TO SHEET E001 FOR ELECTRICAL SYMBOLS AND ADDITIONAL GENERAL NOTES.
3
12
EF-61
EF-18
30A/3P
WP1.5HP
30A/2P
WP
1.0HP
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.
TM
KEYPLAN
PLAN NORTH
C:\Users\mburns\Documents\04610101-MEP_BSALS_CENTRAL_v2016_MBURNS714.rvt2/23/2017 11:08:47 AMFEB. 23, 2017
BDH
KWB
BDH E300
PARTIAL ROOF POWER
PLAN
100% CONTRACT
DOCUMENTS
04610101 0461
CENTRAL PROCESSING
DEPT. (CPD) WASHER
REPLACEMENT
PLAN NOTES
1 EXISTING EXHAUST FAN EF-18 TO BE REMOVED PER MECHANICAL DISCIPLINE. DISCONNECT
POWER AND REMOVE BACK TO SOURCE (PANEL BLN2).
2 NEW EXHAUST FAN EF-18 TO BE PROVIDED PER MECHANICAL DISCIPLINE. FURNISH AND
INSTALL A 15A/2P BREAKER IN EXISTING PANEL BLN2. CONNECT COMPLETE TO NEW
EXHAUST FAN WITH FEEDER SIZE F20. DISCONNECT BY FAN MANUFACTURER.
3 EXISTING EXHAUST FAN TO BE REPLACED WITH NEW PER MECHANICAL DISCIPLINE.
PROVIDE A NEW COMBINATION TYPE FVNR STARTER AND LOCATE IN ADJACENT
MECHANICAL ROOM. UTILIZE EXISTING 20A/3P/208V BREAKER IN PANEL KLN1 MADE
AVAILABLE FROM DEMOLITION. CONNECT COMPLETE TO NEW EXHAUST FAN THROUGH
STARTER WITH FEEDER SIZE F20. DISCONNECT BY FAN MANUFACTURER.
1/8" = 1'-0"1 PARTIAL ROOF ELECTRICAL PLAN
MARK DATE DESCRIPTION
HSKPG.06eA2/2DECONTDECONTAM02030303030303MODULAR WALL(NOT BY STERIS)05010101 FOR EACH WASHER/CART WASHER, A 3" I.D. CONDUIT RECOMMENDED FROM DETERGENT PUMP LOCATION(S) TO WASHER LOCATION(S) - NOT PROVIDED BY STERISEQUIPMENT LISTTAG QTY DESCRIPTION==========================================================01 3 Reliance Vision Single Chamber Washer/ Disinfector - Double Door/Steam Heat/ Vented/Flush Mounted02 1 Reliance Rack Return03 6 Reliance Transfer Cart04 1 Vision 1327 Cart and Utensil Washer/ Disinfector - Reverse Orientation/Double Door/Pit Mounted/Steam Heat/Pure Water Line05 1 Vision 1327 Service Side Enclosure Panels06E 1 Existing Amsco Sonic Energy ConsolePlanning & Design GroupRSTERIS Corporation5960 Heisley RoadMentor, OH 44060 USASTERIS drawings do not supersede the drawings from the architect of record.DrCkDateScaleH-B-REVISION SCHEDULEDESCRIPTION4ADD ELEVATIONJM/11SEP20155WASHERS/CART WASHERS UPDATED; SCS SYSTEM REMOVED;ADDED RELIANCE RACK RETURN AND DRAIN LOCATIONSJPG/30AUG20166ENLARGED DOORS TO CART WASHER SERVICE AREAMDS/08SEP20167CHANGE CART WASHER TO STANDARD WIDTHMDS/27SEP20168CHANGED WASHERS TO VISION; ADDED LOAD/UNLOADCONVEYORSMDS/18NOV20169CHANGED WASHER TO FLUSH MOUNTED AND CART WASHER TOREVERSE ORIENTATION; ADDED WALLAL/06DEC201610MOVED EQUIPMENT WESTWARD; MODIFIED RECESSINGWALL/ELEVATIONMDS/13FEB2017800-548-48731/4" = 1'-0"05SEP2003JMMDS1R103589PAGE1 OF 3PARTIAL FLOOR PLANSTERILE PROCESSING DEPARTMENTPROPOSED EQUIPMENT LAYOUTST VINCENT CARMEL HOSPITALCARMEL, INDIANA
FINISHEDFLOOR634"PIT DEPTH2x2x3/16" STAINLESSSTEEL ANGLE AROUNDPERIMETER OF PIT(SEE NOTES 1 AND 2)6" MIN. (634" MAX.)FINISHED FLOORTO TOP OF PAD(4 PLACES)(SEE NOTE 1)RECOMMENDED 8" MIN. (ROUND OR SQUARE)x 6" DEEP FLOOR SINK WITH 4" O.D.DRAIN OUTLET. DRAIN SHALL FURNISH FOR60 U.S. GPM FLOW (SEE NOTES 1 AND 3)A-A2/2SECTION VIEW - 1327 PIT DETAILSCORNER LEVELING PAD(4 PLACES - SEE NOTE 1)HSKPG.244"(3 PLCS.)DECONT46"118"PIT2114"PIT PAD(2 PLCS.)12"PIT PAD(2 PLCS.)16"PIT PAD(4 PLCS.)22"DRAIN412"DRAIN111"13358"WASHER FLOORDRAIN (3 PLCS.)A-A2/278"PITPlanning & Design GroupRSTERIS Corporation5960 Heisley RoadMentor, OH 44060 USASTERIS drawings do not supersede the drawings from the architect of record.DrCkDateScaleH-B-REVISION SCHEDULEDESCRIPTION4ADD ELEVATIONJM/11SEP20155WASHERS/CART WASHERS UPDATED; SCS SYSTEM REMOVED;ADDED RELIANCE RACK RETURN AND DRAIN LOCATIONSJPG/30AUG20166ENLARGED DOORS TO CART WASHER SERVICE AREAMDS/08SEP20167CHANGE CART WASHER TO STANDARD WIDTHMDS/27SEP20168CHANGED WASHERS TO VISION; ADDED LOAD/UNLOADCONVEYORSMDS/18NOV20169CHANGED WASHER TO FLUSH MOUNTED AND CART WASHER TOREVERSE ORIENTATION; ADDED WALLAL/06DEC201610MOVED EQUIPMENT WESTWARD; MODIFIED RECESSINGWALL/ELEVATIONMDS/13FEB2017800-548-48731/4" = 1'-0"05SEP2003JMMDS1R103589PAGE2 OF 3PARTIAL FLOOR PLANSTERILE PROCESSING DEPARTMENTDRAIN/PIT DETAILSST VINCENT CARMEL HOSPITALCARMEL, INDIANA
96"RECOMMENDEDW.O.(94" MIN.)105"W.O.122"W.O.4812"W.O.FIN. FLOORFIN. CEILING98"RECOMMENDEDCEILINGHEIGHTFOR DOORREMOVAL(94" MIN.)A3/3FINISHED WALL OPENINGS (LOAD SIDE)34"2014"363"329"ITEM01ITEM02ITEM04CART WASHER (UNLOAD SIDE TYPICAL)6"Planning & Design GroupRSTERIS Corporation5960 Heisley RoadMentor, OH 44060 USASTERIS drawings do not supersede the drawings from the architect of record.DrCkDateScaleH-B-REVISION SCHEDULEDESCRIPTION4ADD ELEVATIONJM/11SEP20155WASHERS/CART WASHERS UPDATED; SCS SYSTEM REMOVED;ADDED RELIANCE RACK RETURN AND DRAIN LOCATIONSJPG/30AUG20166ENLARGED DOORS TO CART WASHER SERVICE AREAMDS/08SEP20167CHANGE CART WASHER TO STANDARD WIDTHMDS/27SEP20168CHANGED WASHERS TO VISION; ADDED LOAD/UNLOADCONVEYORSMDS/18NOV20169CHANGED WASHER TO FLUSH MOUNTED AND CART WASHER TOREVERSE ORIENTATION; ADDED WALLAL/06DEC201610MOVED EQUIPMENT WESTWARD; MODIFIED RECESSINGWALL/ELEVATIONMDS/13FEB2017800-548-48731/4" = 1'-0"05SEP2003JMMDS1R103589PAGE3 OF 3PARTIAL ELEVATION PLANSTERILE PROCESSING DEPARTMENTFINISHED W.O. ELEVATIONST VINCENT CARMEL HOSPITALCARMEL, INDIANA