Drawings -589A4-18-186- 20 Pages.pdf

BUILDING 1

HOSPITAL DRIVE

M O

N K

D R

IV

E

STADIUM BLVD (HWY 740)

T

IG

E R

A V

E N

U E

SERVICE ROAD

Project Area Building 1 Mechanical Penthouse

N

Campus Site Map

NTS

Office of Facilities

Management

Project Number

Building Number

Drawing Number

DrawnCheckedDate

Location

Project TitleDrawing Title

ARCHITECT/ENGINEERS:

VA Project #

CONSULTANTS:

Revisions: Date:

VA FORM 08-6231 OCT 1978

on e ei gh th in ch o ne fo ot qu ar te r th re ig ht s on e h al f i nc h f oo t th qu ar te rs

6" on e i nc h f oo t

6" a nd h al f

6" th re e i nc he s f oo t

6" 6"

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VeteransA sffair Depa frtmento

Department of Veterans Affairs Medical Center

4/15/2020 9:54:19 AM

FCA Replace Air Handlers (AC-S3, AC-S4)

800 Hospital Drive Columbia, MO 65201

Harry S Truman Memorial Veterans' Hospital

589A4-18-186

589A4-18-186

04/14/2020 BD ZF

G0.0 800 Hospital Drive Columbia, MO 65201

Bid Set Drawings

FCA Replace Air Handlers

(AC-S3, AC-S4)

Cover

INDEX OF DRAWINGS

General

Architectural

Director Assistant Director

Chief of Staff

Infection Control Practitioner

Chief of Facilities ManagementAssociate Director

Signature Date Signature Date Signature Date

Signature DateSignature DateSignature Date

SIGN-OFF LIST

G0.0 Cover G0.1 General Information

A1.0 Upper Level Penthouse Floor Plans A1.1 Lower Level Penthouse Floor Plans A1.2 Exterior Elevations and Details

Mechanical

M0.1 Mechanical Notes, Symbols and Abbreviations M0.2 Mechanical Schedules M0.3 Mechanical Details M0.4 Mechanical Points List, Flow and Control Diagrams M1.1 Mechanical Penthouse AC-S4 Ductwork Plans M1.2 Mechanical Penthouse AC-S4 Piping Plans M2.1 Mechanical Penthouse AC-S3 Ductwork Plans M2.2 Mechanical Penthouse AC-S3 Piping Plans

Electrical

E0.1 Electrical Notes, Symbols, Abbreviations and Schedules E1.1 Electrical Lower Penthouse Plans E1.2 Electrical Upper Penthouse Plans

Structural

S0.1 Structural General Notes S2.1 Structural Framing Plans and Details

Lower Upper AC-S3 & A-20 Plans

AC-S4 Plans

Fire Sprinkler

FX0.1

FX1.1

Fire Sprinkler Schedules and Diagrams Fire Sprinkler Lower & Upper Penthouse Plans

06/02/2020

KNEE BRACE

LAVATORY

LINEAR FEET

LINTEL

MASONRY

MATERIAL

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL

MANUFACTURER

MANHOLE

MINIMUM

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOUNTED

METAL

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE FACE

OPENING

OPPOSITE

PAINT

PARTICLE BOARD

PLASTIC LAMINATE

PLUMBING

PLASTIC

PAIR

PREFINISHED

PROPERTY

PRESSURE TREATED

PAINTED

PARTITION

PLYWOOD

RISER OR RADIUS

RUBBER BASE

ROOF DRAIN

REFERENCE

REINFORCED

REQUIRED

REVISION

RAILING

ROOM

ROUGH OPENING

SOLID CORE

SCHEDULE

SECTION

SHEATHING

SIMILAR

SINK

SHEET METAL

SOFFIT

SPECIFICATIONS

SQUARE

SOLID SURFACING MATERIAL

STAINLESS STEEL

STANDARD

STEEL

STRUCTURE

SUSPENDED

SLAT WALL

SYSTEM

TREAD

TOP OF CONCRETE

TELEPHONE

TEMPERED GLASS LITE

TOP OF JOIST

TOP OF STEEL

TOP OF WALL

TYPICAL

UNFINISHED

UNLESS OTHERWISE NOTED

URINAL

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VERIFY IN FIELD

WIDTH

WITH

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WITHOUT

WATERPROOFING

YARD

KB

LAV

LF

LNTL

MAS

MAT

MAX

MDF

MECH

MFR

MH

MIN

MIR

MISC

MO

MTD

MTL

NIC

NOM

NTS

OC

OF

OPNG

OPP

P

PBD

PLAM, PL

PLBG

PLS

PR

PREF

PROP

PT

PTD

PTN

PWD

R

RB

RD

REF

REINF

REQD

REV

RLG

RM

RO

SC

SCH

SECT

SHTH

SIM

SK

SM

SOF

SPEC

SQ

SSM

SST

STD

STL

STR

SUSP

SW

SYS

T

TC

TEL

TGL

TJ

TS

TW

TYP

UF

UON

UR

VB

VCT

VERT

VIF

W W/

WCL

WD

WDW

WF

WO

WPG

YD

ACT

ADJ

ADJC

AFF

ALT

ALUM

ARCH

AVG

BD

BL

BLDG

BLKG

BOD

BR

BTWN

C

CAB

CB

CC

CG

CJ

CL

CLG

CMU

COL

CONC

CONST

CONT

CP

CRT

CS

CSJ

CST

CT

DEMO

DIA

DIM

DN

DR

DS

DTL

DWG

EA

EJ

ELECT

ELEV

EP

EQ

EQUIP

EWC

EXT

EXTG

FAB

FCU

FD

FDN

FEC

FF

FG

FHC

FIN

FLR

FLG

FLT

FPG

FR

FRP

FSK

FT

FTG

FTWD

FWP

G

GA

GL

GR

GT

GWB

HC

HD

HDBD

HDW

HDWD

HM

HOR

HR

HT

HWH

IF

INSUL

JT

REFER TO THE MATERIAL LEGEND FOR ABBREVIATIONS RELATED TO FINISHES NOT HERE LISTED

ABBREVIATIONS LIST

ACOUSTIC CEILING TILE

ADJUSTABLE

ADJACENT

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

ARCHITECTURAL

AVERAGE

BOARD

BLINDS

BUILDING

BLOCKING

BOTTOM OF DECK

BRICK

BETWEEN

CARPET

CABINET

CATCH BASIN

CONCRETE, COLORED

CORNER GUARD

CONTROL JOINT

CENTERLINE

CEILING

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

COMMUNICATIONS PANEL

CATHODE RAY TUBE

CONSTRUCTION JOINT

CONCRETE, SEALED

CONCRETE, STAINED

CERAMIC TILE

DEMOLITION

DIAMETER

DIMENSION

DOWN

DOOR

DOWNSPOUT

DETAIL

DRAWING

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATION

ELECTRICAL PANEL

EQUAL

EQUIPMENT

ELECTRIC WATER COOLER

EXTERIOR

EXISTING

FABRICATED

FAN COIL UNIT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH GRADE

FIRE HOSE CABINET

FINISH

FLOOR

FLASHING

FLOOR TILE

FIREPROOFING

FIRE RATING

FIBERGLASS REINFORCED PANEL

FLOOR SINK

FEET

FOOTING

FIRE TREATED WOOD

FABRIC WRAPPED PANEL

GRANITE

GAUGE

GLASS

GRADE

GROUT

GYPSUM WALLBOARD

HOLLOW CORE

HEAD

HARDBOARD

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HANDRAIL

HEIGHT

HOT WATER HEATER

INSIDE FACE

INSULATION

JOINT

X

XX

LEGEND - SYMBOLSLEGEND - SYMBOLS

XX

XX

XXX

XX

XX

T.O.

X'-X" A.F.F.

T.O.

X'-X" A.F.F.

X

YY.Y

X

X

X

XYY.Y

X

YY.Y

X

YY.Y

X

X

X

XYY.Y

X

YY.Y

XX

CONTROL POINT

KEYED NOTE

CENTER LINE MARK

REVISION NUMBER

ELEVATION DATUM

NEW COLUMN LINE

EXTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

WINDOW NUMBER

PARTITION TYPE DETAIL MARK

X = DETAIL NUMBER

Y = SHEET NUMBER

NORTH ARROW

SECTION MARK

X = SECTION NUMBER

Y = SHEET NUMBER

EXISTING

PARTITION INTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

CONTROL POINT

KEYED NOTE

CENTER LINE MARK

REVISION NUMBER

ELEVATION DATUM

EXISTING COLUMN LINE

EXTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

NEW

PARTITION

NEW DOOR

W/ DOOR

NUMBER

ROOM NAME &

NUMBER

WINDOW NUMBER

PARTITION TYPE

DEMOLISHED

DOOR

EXISTING

DOOR

DETAIL MARK

X = DETAIL NUMBER

Y = SHEET NUMBER

NORTH ARROW

SECTION MARK

X = SECTION NUMBER

Y = SHEET NUMBER

DEMOLISHED

PARTITION

INTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

XXEQUIPMENT TAG FLOOR MATERIAL

TRANSITION

X

YY.Y

xxxxxx

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VeteransA sffair Depa frtmento

4/15/2020 9:54:19 AM

General Information

G0.1 800 Hospital Drive Columbia, MO 65201

04/14/2020

Bid Set Drawings

BD ZF

589A4-18-186FCA Replace Air Handlers

(AC-S3, AC-S4)

STEEL

CONCRETE

ALUMINUM

BRICK

WOOD (FINISHED)

COMPACTED GRAN. FILL

BATT INSULATION

GYPSUM WALL BOARD

(SMALL SCALE)

CONTINUOUS

WOOD BLOCKING

HATCH INDICATIONS SHOWN AS GUIDE ONLY; HATCHING SCALES MAY NEED TO BE MODIFIED DEPENDING UPON SCALE USED

MATERIALS INDICATION

NON-CONTINUOUS

WOOD BLOCKING

EARTH

GYPSUM WALL BOARD

(LARGE SCALE)

PLYWOOD

RIGID INSULATION

SAND

PRECAST

ASPHALT

GENERAL NOTES

PHASE ALL DEMOLITION & CONSTRUCTION TO BE SEQUENCED & COORDINATED TO ENSURE THAT

THE BUILDING OWNER'S OPERATIONS ARE CONTINUOUSLY MAINTAINED.

2. THESE PLANS REFLECT INFORMATION GATHERED FROM EXISTING CONDITIONS DRAWINGS &

ARCHITECT'S FIELD VERIFICATION. CONTRACTOR SHALL VERIFY ACCURACY OF INFORMATION

PRIOR TO COMMENCEMENT OF ANY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES AND

REPORT ANY DISCREPANCIES TO COR.

3. ITEMS TO BE DEMOLISHED, REMOVED, OR RELOCATED ARE SHOWN DASHED. EXISTING ITEMS

TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION BY CONTRACTOR. PATCH & REPAIR

ALL RESULTING SURFACES TO REMAIN.

4.

1.

COORDINATE ALL WORK BETWEEN TRADES AS REQUIRED TO ENSURE TIMELY & PROPER

INSTALLATION OF ALL BUILDING SYSTEMS.

5.

6.

ACCESS TO EMPLOYEE ENTRY AND EXIT DOORS MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. PROVIDE ALL VA REQUIRED BARRIERS AND SIGNAGE AT THE LIMITS OF THE

CONSTRUCTION SITE.

7.

PROVIDE FULLY SEALED DUST PARTITIONS AS REQUIRED AT ALL LOCATIONS WHERE

CONSTRUCTION MEETS THE EXISTING BUILDING IN ORDER TO MAINTAIN A CLEAN DUST-FREE

ENVIRONMENT INSIDE THE BUILDING.

8.

ALL GYPSUM BOARD USED IN THIS PROJECT SHALL BE TYPE "X"

CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING

CONDITIONS AND INCLUDE THE WORK NECESSARY TO COMPLY WITH THE SCOPE OF THE WORK.

ADDITIONAL COMPENSATION WILL NOT BE CONSIDERED FOR EXTRA WORK WHEN SUCH WORK

COULD HAVE BEEN REASONABLY ASCERTAINED FROM THE PRE BID SITE VISIT REVIEW OF THE

EXISTING CONDITIONS AND THE WORK SCOPE DESCRIBED IN THE DOCUMENTS.

10.

COORDINATION OF ALL WORK AS DESCRIBED ON THE DOCUMENTS IS THE GENERAL

CONTRACTOR'S RESPONSIBILITY.

11.

PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND

ORDINANCES HAVING JURISDICTION.

12.

IMMEDIATELY REPORT DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND FIELD

CONDITIONS, CONFIRM THE WORK IS BUILDABLE AS SHOWN.

ALL DIMENSIONS ARE FROM COLUMN CENTER LINE TO FACE OF PARTITION U.O.N. UNDER

NO CIRCUMSTANCES SHALL ANY MEASUREMENT BE SCALED FROM THE DRAWINGS. ANY

MEASUREMENT NOT GIVEN AN ACTUAL NUMBER DIMENSION SHOULD BE BROUGHT TO THE

ATTENTION OF THE COR/ARCHITECT BEFORE PROCEEDING.

13. ALL WOOD USED IN THIS PROJECT SHALL BE FIRE-RETARDANT TREATED

14. ALL NEW PARTITIONS, UNLESS OTHERWISE SHOWN, SHALL BE 20 GA. MTL STUDS

15. COORDINATE & PROVIDE BLOCKING AS REQUIRED FOR MILLWORK & ITEMS ATTACHED OR

MOUNTED TO WALLS & CEILINGS

16. ALL INSULATING MATERIALS WITHIN WALLS & IN UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450

17. ALL MATERIAL EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NON-COMBUSTIBLE OR SHALL

HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT

MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E-84.

18. PROJECT LIMIT LINES INDICATE THE AREA OF A MAJORITY OF THE PROJECT WORK. BUT SOME

WORK WILL BE REQUIRED OUTSIDE OF THE PROJECT LIMITS. REFER TO DRAWINGS AND

SPECIFICATIONS FOR INFORMATION.

THE CONTRACTING OFFICER’S REPRESENTATIVE (COR) WILL PERFORM FIELD VERIFICATION AS

REQUIRED FOR THE DURATION OF THE PROJECT TO MONITOR PROJECT PROGRESS.

UTILITY SHUT DOWNS WILL BE COORDINATED BY IPT (INTEGRATED PROJECT TEAM); INCLUDING: COR, VA FACILITY OPERATIONS, AND GENERAL CONTRACTOR.

ANY INTEGRATED PROJECT TEAM MEMBER (IPT), INCLUDING BUT NOT LIMITED TO: CONTRACTORS / SUB-CONTRACTORS, ARCHITECTS AND/OR ENGINEERS WHO ENTER THE PROJECT BOUNDARY SHALL WEAR ALL PROPER PERSONAL PROTECTIVE EQUIPMENT (PPE’S: CERTIFIED BY OSHA) AT ALL TIMES.

SUCH PPE’S INCLUDE: HARD HATS, SAFETY GLASSES, ETC.

IF THE PROJECT AREA AND AREAS AFFECTED BY THE PROJECT INCLUDE EXISTING EQUIPMENT, SURFACES, FINISHES, MATERIALS, ETC., NOT TO BE REMOVED, THE CONTRACTOR MUST PROTECT THIS EQUIPMENT FROM DUST, DEBRIS, DAMAGE, ETC. THE CONTRACTOR MUST ALSO CLEAN THESE ITEMS/SURFACES TO THE ORIGINAL CONDITION FOUND AT THE START OF THE PROJECT PRIOR TO FINAL INSPECTION. CONTRACTOR IS RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGED EQUIPMENT, ITEMS, ETC.

PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED SURFACES HAVE

BEEN EXPOSED BY DEMOLITION. PATCHING MUST MATCH ADJACENT MATERIALS, COLORS, AND

FINISHES. WALL SURFACES THAT ARE PATCHED SHALL HAVE THE FINISHES (PAINT, VINYL WALL

COVERING, ETC.) REPLACED FROM CORNER TO CORNER AND FLOOR TO CEILING.

UNLESS OTHERWISE INDICATED, FINISH ALL NEW FRAMES AND PARTITIONS TO MATCH

SURROUNDING. NEW HOLLOW METAL DOORS SHALL BE PAINTED SAME COLOR AS FRAMES.

EXISTING PARTITIONS RECEIVING NEW DOOR FRAMES THAT HAVE VINYL WALL COVERING (VWC)

SHALL HAVE THE VWC COMPLETELY REMOVED AND REPLACED WITH NEW VWC OF MATCHING

TEXTURE AND COLOR.

CORRIDOR WALLS AND PLUMBING PARTITIONS SHALL BE CONSIDERED 1 HOUR FIRE / SMOKE RATED WALLS AND NEW OR EXISTING PENETRATIONS MUST BE SEALED ACCORDINGLY WITH UL APPROVED FIRE STOPPING MATERIAL THE SAME DAY THE PENETRATION IS MADE OR DISCOVERED. ALL FLOOR SLABS, VERTICAL SHAFTS AND STAIRWELLS SHALL BE CONSIDERED 2 HOUR FIRE / SMOKE RATED

SEPARATIONS AND SHALL BE SEALED ACCORDINGLY IN THE MANNER LISTED HEREIN.

PENETRATIONS THROUGH THE EXTERIOR WALLS SHALL BE SEALED WATERTIGHT.

IF EXISTING WALLS ARE TO BE USED AS DUST OR SMOKE BARRIERS SEPARATING THE

CONSTRUCTION AREA FROM THE MEDICAL CENTER, THE CONTRACTOR IS RESPONSIBLE FOR

SEALING ALL EXISTING PENETRATIONS IN THIS WALL, EXTENDING WALL TO CEILING SLAB AND ANY

OTHER WORK TO ENSURE THE WALL MEETS THE REQUIREMENTS IN THE GENERAL REQUIREMENTS

SPECIFICATIONS FOR CONSTRUCTION BARRIERS.

WHENEVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE REMOVED, SUCH

REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC., UNLESS NOTED

OTHERWISE. AFTER REMOVAL; FLOORS, WALLS, AND CEILINGS SHALL BE FINISHED TO MATCH

ADJOINING SURFACES.

UTILITY WORK THAT WILL REQUIRE A SHUTDOWN OF EXISTING SERVICE WILL BE DONE AT TIMES

OTHER THAN NORMAL WORKING HOURS AT NO ADDITIONAL COST TO THE GOVERNMENT. WORK

MUST BE SCHEDULED WITH THE COR 72 HOURS IN ADVANCE OF SHUTDOWN.

ALL NEW VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUITS, ETC., IN FINISHED ROOMS OR AREAS

THROUGHOUT BUILDING, NOT ENCASED IN MASONRY OR CONCRETE CONSTRUCTION, SHALL BE

ENCLOSED IN METAL STUDS AND DRYWALL CHASE WALLS AS DETAILED IN THE DRAWINGS AND

FINISHED TO MATCH THE ROOM FINISH.

WORK THAT MUST OCCUR IN OCCUPIED AREAS OF THE MEDICAL CENTER OR DISRUPT A MEDICAL

CENTER FUNCTION, WILL BE DONE AT TIMES OTHER THAN NORMAL WORKING HOURS AT NO

ADDITIONAL COST TO THE GOVERNMENT. WORK MUST BE SCHEDULED WITH THE VA COR 72 HOURS

IN ADVANCE OF WORK TO TAKE PLACE

CONTRACTOR SHALL NOT INSTALL CONDUIT, PIPING, LIGHTING, OR OTHER OBSTRUCTIONS UNDER

ADJACENT HVAC EQUIPMENT THAT WILL ELIMINATE OR OBSTRUCT ACCESS TO COILS, MOTORS,

VALVES, SWITCHES, PANELS, ETC.

BEFORE THE CONTRACTOR BEGINS WORK, CONTRACTOR SHALL RECORD ANY EXISTING

SYSTEM INFORMATION SUCH AS TEMPERATURE, FLOW RATE, PRESSURE, CURRENT, VOLTAGE,

OR ANY OTHER INFORMATION NECESSARY FOR HIM TO RETURN THE AFFECTED SYSTEM TO

ORIGINAL OPERATING CONDITION. UNLESS NOTED OTHERWISE, IT IS ASSUMED THAT ALL

SYSTEMS (HVAC, ELECTRICAL, PLUMBING, ETC.) ARE WORKING PROPERLY IN EVERY MANNER

AT THE BEGINNING OF THE PROJECT. THE CONTRACTOR'S RECORDED MEASUREMENTS MUST

BE SUBMITTED TO THE COR FOR REVIEW AND ACCEPTANCE BEFORE ANY DEMOLITION OR

OTHER RELATED WORK CAN PROCEED.

THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING ACCESS DOORS TO

CONSTRUCTION AREAS, EXISTING MECHANICAL AND ELECTRICAL AREAS, ASSIGNED STORAGE

AREAS, EQUIPMENT ACCESS AREAS, ETC. DOORS MUST BE RESTORED TO THE CONDITION

ENCOUNTERED AT BEGINNING OF PROJECT. THIS INCLUDES DOOR REPLACEMENT, HARDWARE

REPLACEMENT, HARDWARE REPAIR, DOOR REPAIR, ETC.

CONTRACTOR MUST PROVIDE HIS OWN EQUIPMENT FOR MOVING OF MATERIALS, EQUIPMENT

AND TRASH. THIS INCLUDES CARTS FOR REMOVAL OF DEMOLITION MATERIALS, PALLET JACKS

FOR EQUIPMENT MOVING, TWO OR FOUR WHEEL CARTS FOR EQUIPMENT TRANSFER, ETC.

CONTRACTOR MAY NOT BORROW VA OWNED EQUIPMENT FOR THIS PURPOSE.

SEVERE NOISE PRODUCING WORK WILL NOT BE ALLOWED DURING NORMAL WORKING HOURS

AND MUST BE SCHEDULED WITH THE COR FOR OTHER TIMES 72 HOURS IN ADVANCE OF WORK

TAKING PLACE. THIS INCLUDES JACK-HAMMERING CONCRETE, SAW-CUTTING CONCRETE,

REPETITIVE HAMMER DRILLING OF CONCRETE, ETC.

THE VA DOES NOT PROVIDE PHONES FOR THE CONTRACTOR’S USE. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO COVER THE COSTS OF A CELLUALR PHONE TO BE HELD BY THE

SUPERINTENDENT THROUGHOUT THE PROJECT. PROVIDE DIRECT PHONE NUMBER TO COR

BEFORE THE START OF THE PROJECT.

ALL ELECTRICAL CIRCUITRY TO BE CONCEALED UNLESS OTHERWISE SPECIFIED. CIRCUITING

FOR ELECTRIC DOOR HOLD OPENS IN MASONRY WALLS SHALL BE SURFACE RACEWAY.

DRAWINGS ARE DIAGRAMMATIC AND SHOW ONLY THE GENERAL ARRANGEMENT OF EACH

SYSTEM. BECAUSE OF SMALL SCALE OF DRAWINGS IT IS NOT POSSIBLE TO SHOW OR

INDICATE ALL BRANCHES, OFFSETS, FITTINGS, BOXES, AND ACCESSORIES WHICH MAY BE

REQUIRED. CONTRACTOR MUST CAREFULLY INVESTIGATE STRUCTURAL AND FINISH

CONDITIONS AFFECTING ALL WORK, FURNISHING SUCH FITTINGS, TRAPS, VALVES, BOXES,

ACCESSORIES, ETC., AS MAY BE REQUIRED.

LOCATIONS OF NEW EQUIPMENT, PIPING, AND ASSOCIATED ITEMS SHOWN ON THE DRAWINGS

ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND

ELEVATION FOR ALL WORK, INCLUDING CONNECTIONS TO EXISTING WORK. ALL OFFSETS,

FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE AND FUNCTIONAL

SYSTEM SHALL BE PROVIDED AT NO ADDITIONAL COST.

ALL EXISTING DUCTWORK, ELECTRICAL OR MECHANICAL PIPING, CABLE TRAYS, ETC., IS NOT

NECESSARILY SHOWN ON THE DRAWINGS. PRIOR TO ANY DEMOLITION AND CONSTRUCTION

WORK, THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING

EQUIPMENT, DUCTWORK, PIPING, ETC., AND REPORT ANY DISCREPANCIES TO THE COR.

IF THERE IS ANY WORK TO BE DONE ON EXISTING ROOFS, SUCH AS ROOF PENETRATIONS OR

STANDS, OR ANYTHING THAT DAMAGES THE INTEGRITY OF THE ROOF, THIS WORK MUST BE

DONE BY A CONTRACTOR LICENSED BY THE ROOFING MEMBRANE MANUFACTURER. HE/SHE

MUST BE APPROVED BY THE MEMBRANE MANUFACTURER SO AS TO NOT VOID OR INTERRUPT

EXISTING SINGLE PLY MEMBRANE ROOF WARRANTIES.

IF ASBESTOS INSULATION IS REMOVED ON THIS PROJECT ALL PIPING AND OTHER MECHANICAL

ITEMS THAT HAD THE ASBESTOS INSULATION REMOVED MUST BE RE-INSULATED WITH

MATERIALS ACCORDING TO THE SPECIFICATIONS.

WHEN WORKING IN OCCUPIED AREAS OF THE MEDICAL CENTER THE CONTRACTOR CANNOT

LEAVE TOOLS, EQUIPMENT, LADDERS, ETC., UNATTENDED WHERE THEY ARE ACCESSIBLE TO

PATIENTS, STAFF, VISITORS, ETC. CEILING TILES AND CEILING ACCESS PANELS MUST ALSO BE

REPLACED WHEN UNATTENDED, FOR SAFETY REASONS.

WATER OR LIQUIDS MUST NOT BE ALLOWED TO COME INTO CONTACT WITH NEW OR EXISTING

DRYWALL FROM CONSTRUCTION RELATED ACTIVITIES. REMOVE AND REPLACE ANY DRYWALL

THAT HAS COME INTO CONTACT WITH WATER OR OTHER LIQUIDS.

LIVE ELECTRICAL CIRCUITS ARE BURIED WITHIN THE CONCRETE FLOOR SLABS AND THERE IS

NO RECORD OF THE EXACT LOCATIONS. THE CONTRACTOR SHALL X-RAY THE FLOOR

WHEREVER THE CONTRACTOR PLANS ON DRILLING THROUGH THE CONCRETE FLOOR SLABS.

IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY REPAIR ANY CIRCUIT THAT

HAS BEEN CUT OR DAMAGED.

WHEN AN EXIT IS CLOSED BECAUSE OF THIS PROJECT THE CONTRACTOR MUST INSTALL

BARRICADES AND SIGNAGE AT THE EXIT DOOR. THE CONTRACTOR MUST ALSO COVER OR

REMOVE THE LIGHTED EXIT SIGN.

CONTRACTOR SHALL PROVIDE BOXES, CONDUIT, WIRE, AND RECONNECTIONS AS REQUIRED TO

RECONNECT ANY AND ALL EXISTING LIGHT FIXTURES, RECEPTACLES, OR DEVICES REMAINING

IN USE. REMOVAL OF ANY ELECTRICAL EQUIPMENT SHALL NOT AFFECT THE OPERATION OF

EQUIPMENT REMAINING IN USE.

CONTINUITY OF ALL SERVICES TO AND FROM THE FACILITIES IN THE EXISTING BUILDING SHALL

BE MAINTAINED WITHOUT INTERRUPTION, EXCEPT FOR SUCH PERIODS OF TIME WHICH THE

V.A. MAY DESIGNATE. IF TEMPORARY CONNECTIONS, ETC. ARE NECESSARY TO ASSURE THE

CONTINUITY OF SERVICE, THEY SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE TO THE

V.A. AND SHALL BE REMOVED WHEN NO LONGER NECESSARY.

ALL EXISTING CONDUIT AND WIRING MADE ABANDONED BY THIS PROJECT OR FOUND TO BE

ABANDONED DURING DEMOLITION SHALL BE REMOVED BACK TO PANEL, BOARD, OR SWITCH.

COORDINATE THE PROVISION AND INSTALLATION OF ALL CONTROL WIRING FOR MECHANICAL

EQUIPMENT WITH THE GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR.

FOR SAFETY PURPOSES THE CONTRACTOR WILL NOT WORK ON ANY ELECTRICAL EQUIPMENT

HOT. ALL SHUTDOWNS WILL BE SCHEDULED IN ADVANCE WITH THE COR.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL

OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE

EXPENSE OF THIS CONTRACTOR. ALL CONDUITS IN WALLS SHALL BE GROUTED OR SEALED

INTO OPENINGS.

CONTRACTOR SHALL COORDINATE ‘IN-WALL’ & ‘OVERHEAD CEILING’ INSPECTIONS WITH COR

PRIOR TO THE INSTALLATION OF FINISHES. IN-WALL INSPECTIONS REQUIRE 24 HOUR

NOTIFICATION. OVERHEAD CEILING INSPECTIONS REQUIRE 48 HOUR NOTIFICATION.

CONTRACTOR TO SUPPLY A CART WITH A LOG SHEET AND FULL SET OF HARD COPY DRAWINGS

FOR ALL INSPECTIONS. LOG SHEET SHALL BE ITEMIZED BY TYPE OF INSPECTION AND BY

ROOM. NO SUCH FINISHES SHALL BE INSTALLED WITHOUT INSPECTION APPROVAL FROM COR

19. CONSTRUCTION MATERIALS AND INSTALLATION METHODS PROVIDED AND PERFORMED BY ALL CONTRACTORS SHALL BE IN COMPLIANCE WITH VAMC FACILITY OPERATIONS, NFPA, ICRA, ILSM, VA SPECIFICATIONS, AND AS FURTHER DESCRIBED IN THIS SCOPE.

20. PAINT ALL EXPOSED NEW AND EXISTING PIPING, CONDUIT, WIRE MOLD, ELECTRICAL PANELS, ACCESS PANELS, ETC., TO MATCH WALL FINISH UNLESS OTHERWISE NOTED.

22.

23.

24.

21.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

42.

43.

44.

45.

47.

48.

46.

49.

50.

51.

52.

53.

54.

55.

06/02/2020

STRUCTURAL STEEL:

1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES:

ALL WF (U.N.O.): A992 GRADE 50 (FY=50)

ALL ANGLE, BASE PLATES, CONN. PLATES (U.N.O.): A36 (FY=36)

STRUCTURAL PIPE: A53 (FY=35)

STRUCTURAL TUBE: A500 GRADE B (FY=46)

HEADED STUDS AWS D1.1, TYPE B

THREADED ROD A36

ANCHOR ROD F1554,GR36 OR 55 PER DETAILS

BOLTS A325 / F1852

ELECTRODES MATCHING STRENGTH, 70KS: MIN.

2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE LATEST A.I.S.C. CODE OF STANDARD PRACTICE, EXCEPT AS

MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS.

3. CONNECTIONS MAY BE BOLTED OR WELDED. THE FABRICATOR IS RESPONSIBLE FOR

THE DESIGN, OF CONNECTIONS NOT DESIGNED ON THE DRAWINGS. GENERALLY,

CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE

ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. ANY

CONNECTION THAT IS NOT SHOWN OR IS NOT COMPLETELY DETAILED ON THE STRUCTURAL

DRAWINGS SHALL BE DESIGNED BY AN ENGINEER, REGISTERED IN THE STATE OF

MISSOURI,

RETAINED BY THE FABRICATOR. COMPLETELY DETAILED MEANS THE FOLLOWING

INFORMATION IS SHOWN ON THE DETAIL:

A. ALL PLATE DIMENSIONS AND GRADES.

B. ALL WELD SIZES, LENGTHS, PITCHES, AND RETURNS.

C. ALL HOLE SIZES AND SPACINGS.

D. NUMBER AND TYPES OF BOLTS: WHERE BOLTS ARE SHOWN BUT NO NUMBER

IS GIVEN, THE CONNECTION HAS NOT BEEN COMPLETELY DETAILED.

E. WHERE PARTIAL INFORMATION IS GIVEN, IT SHALL BE THE MINIMUM

REQUIREMENT FOR THE CONNECTION.

DESIGN CALCULATIONS FOR TYPICAL BEAM CONNECTIONS AND ALL PRIMARY BRACING AND

HANGER CONNECTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND

APPROVAL

PRIOR TO FABRICATION.

4. CONNECTION DESIGN FORCES:

A. BEAMS, GREATER OF:

1. 55% OF TOTAL ALLOWABLE UNIFORM LOAD CAPACITY FROM A.I.S.C 9TH

EDITION TABLES FOR ALLOWABLE LOADS ON BEAMS, Wc/L

2. REACTIONS SHOWN ON DRAWINGS.

3. 10 KIPS.

B. CONNECTION FORCE NOTATION:

P = AXIAL FORCE IN KIPS: (+) TENSION, (-) COMPRESSION

V OR [ ] = SHEAR IN KIPS

M = MOMENT IN FOOT KIPS

T = TORSION IN FOOT KIPs

1. LOADS SHOWN INCLUDE COMPENSATION FOR CODE PERMITTED

STRESS INCREASES AND LOAD REDUCTIONS FOR CONNECTION DESIGN.

5. THE MINIMUM PLATE THICKNESS SHALL BE 3/8"

6. BOLTED CONNECTIONS:

A. MINIMUM BOLT DIAMETER = 3/4"

B. ALL OTHER BOLTED CONNECTIONS SHALL BE BEARING TYPE USING A325N OR

A490N BOLTS. OVERSIZED HOLES AND LONG-SLOTTED HOLES ARE NOT

ALLOWED UNLESS SHOWN ON THE DRAWINGS.

C. A307 BOLTS MAY BE USED WHERE INDICATED ON THE DRAWINGS.

D. PROTRUDING BOLT HEADS, SHAFTS OR NUTS SHALL NOT EXTEND INTO NOR

PROHIBIT THE APPLICATION OF ARCHITECTURAL FINISHES AND THEY SHALL

NOT EXTEND INTO NOR PROHIBIT THE PLACEMENT OF STEEL DECKING TO THE

CORRECT LINE AND ELEVATION.

E. SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH

CONNECTION AND THE ALLOWABLE VALUES USED FOR THE VARIOUS BOLT

TYPES.

7. WELDED CONNECTIONS:

A. WELDS ARE CONTINUOUS UNLESS NOTED.

B. ALL FILLET WELDS: A.I.S.C. MINIMUM BUT NOT LESS THAN 1/8" UNLESS NOTED

OTHERWISE.

C. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST "STRUCTURAL

WELDING CODE" (A.W.S. D1.1) PUBLISHED BY THE AMERICAN WELDING SOCIETY.

ELECTRODES FOR WELDING SHALL COMPLY WITH THE LATEST REQUIREMENTS

OF TABLE 4.1.1 OF (A.W.S. D1.1).

D. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED

OTHERWISE.

8. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED

WITHOUT WRITTEN APPROVAL OF THE ENGINEER.

9. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE OF

HOLES, SLOTS, CUTS, ETC., AND ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS

THEY ARE DETAILED ON THE APPROVED SHOP DRAWINGS.

10. NO FINAL BOLTING OR WELDING SHALL BE MADE UNTIL AS MUCH OF THE STRUCTURE

HAS BEEN PROPERLY ALIGNED AND WILL THEREBY BE STIFFENED.

11. UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR

MASONRY. ANCHOR BEAMS TO MASONRY WITH A GOVERNMENT-TYPE ANCHOR.

12. FABRICATE ALL BEAMS WITH THE MILL CAMBER UP.

13. EXPANSION BOLTS:

UNLESS NOTED OTHERWISE, EXPANSION BOLTS SHALL HAVE THE FOLLOWING

MINIMUM ULTIMATE LOAD CAPACITIES WHEN DRILLED INTO CONCRETE WITH A

MINIMUM DESIGN STRENGTH OF 4000 P.S.I. ULTIMATE LOAD CAPACITIES SHALL

PROVIDE FOR A MINIMUM FACTOR OF SAFETY = 4.

DIAMETER SHEAR TENSION EFFECTIVE EMBEDMENT

1/2" 3570 LBS. 4040 LBS 3 1/4"

3/4" 7635 LBS 5075 LBS 3 3/4"

14. TESTING OF EXPANSION BOLTS AND EPOXY ANCHORS.

A. EXPANSION BOLTS: THE CONTRACTOR SHALL TEST 25% OF ALL EXPANSION

BOLTS ACCORDING TO THE MANUFACTURER'S REQUIRED TORQUES.

B. EPOXY ANCHORS: THE CONTRACTOR SHALL TEST 25% OF ALL EPOXY ANCHORS

WITH PULL TEST EQUAL TO 150% TIMES THE ALLOWABLE BOLT TENSILE

CAPACITIES.

C. NOTE: THE EPOXY ANCHORS ARE TO BE STORED IN A COOL LOCATION

ACCORDING TO THE MANUFACTURES SPECIFICATIONS.

15. SEE MISC. NOTES FOR EPOXY / ADHESIVE ANCHORS.

ADDITIONAL ADDL.

ALUMINUM ALUM.

ANCHOR BOLT A.B.

AND &

ANGLE L

ARCHITECTURAL ARCH.

AT @

BASEMENT BSMT.

BASE PLATE B. P.

BEAM BM.

BEARING BRG.

BETWEEN BETWN.

BLOCK BLK.

BOARD BD

BOTTOM BOT.

BOTTOM FACE B/FACE

BOTTOM OF METAL DECK BOD

BOTTOM OF FOOTING BOF

BOTTOM OF WALL BOW

BRICK BRK.

BRICK SHELF B/S

BRIDGING BRDG.

BUILDING BLDG.

CANTILEVER CANTL.

CAST IN PLACE C.I.P.

CEILING CLG.

CEMENT CEM.

CENTER LINE CL.

CENTER TO CENTER C/C

CENTERED CTR'D.

CLEAR CL. or CLR.

CONCRETE CONC

COLUMN COL.

CONNECTION CONN.

CONSTRUCTION CONST.

CONSTRUCTION JOINT C.J.

CONTINUOUS CONT.

CONTRACTOR CONTR.

DEAD LOAD D.L.

DECK DK.

DIAGONAL DIAG.

DIAMETER DIA.

DIMENSION DIM.

DOWELS DWLS.

DOWN DN.

DRAWINGS DWGS.

EACH EA.

EACH FACE E.F.

EACH WAY E.W.

ELECTRICAL ELECT.

ELEVATION EL.

ELEVATOR ELEV.

EMBEDDED EMBE'D.

EQUAL EQ

EQUIPMENT EQUIP.

EXISTING EXIST.

EXPANSION JOINT E.J.

EXTERIOR EXT.

FAR FACE F.F.

FINISH FIN.

FINISH FLOOR FIN. FLR.

FLOOR FL.

FOOTING FTG.

FOUNDATION FND.

FRAMING FRMG.

GALVANIZED GALV.

GAUGE GA.

GENERAL CONTRACTOR G.C.

GIRDER GIR.

GRADE GR.

GYPSUM GYP.

HEIGHT HT.

HIGH POINT H.P.

HORIZONTAL HORIZ.

INSIDE FACE I.F.

INTERIOR INT.

JOINT JT.or JNT.

JOIST JST.

STRUCTURAL ABBREVIATIONS:

KIP = 1000 lbs. K

KNOCKOUT KO

POUND lb.

LIGHT WEIGHT LT. WT.

LIVE LOAD L.L.

LONG LG.

LONGITUDINAL LONG.

LONG LEG HORIZONTAL L.L.H.

LONG LEG VERTICAL L.L.V.

LONG WAY L.W.

LOW POINT L.P.

MANUFACTURER MFG.

MARK MK.

MASONRY MAS.

MASONRY OPENING M.O.

MATERIAL MAT'L

MAXIMUM MAX.

MECHANICAL MECH

METAL MTL.

MINIMUM MIN.

MISCELLANEOUS MISC.

MOMENT CONNECTION M.C.

NEAR FACE N.F.

NOMINAL NOM.

NOT IN CONTRACT N.I.C.

NOT TO SCALE N.T.S.

ON CENTER O.C.

OPENING OPNG .

OPPOSITE HAND OPP.H.

OUTSIDE FACE O.F.

PANEL PNL.

PENTHOUSE P.H.

PLATE PL.

PLUMBING PLBG

PRECAST CONCRETE P.C.

POCKET PCK'T.

POST TENSION P.T.

RADIUS RAD.

RECTANGULAR RECT.

REFERENCE REF.

REFER TO RE:

REINFORCING REINF.

REQUIRED REQ'D

REVISION REV.

ROOF RF.

ROOM RM

SCHEDULE SCHD.

SECTION SECT.

SHORT WAY S.W.

SIMILAR SIM.

SLAB SL.

SLAB ON GRADE S.O.G.

SPACE, SPACING, SPACES SPA.

SPECIFICATIONS SPECS

SQUARE SQ.

STANDARD STD.

STEEL STL.

STRUCTURE OR STRUCTURAL STRUC

SUPPORT SUPPT.

SYMMETRICAL SYMM.

THICKNESS THK.

TOP FACE T.FACE

TOP OF BRICK LEDGE T/BL

TOP OF FOOTING TOF

TOP OF CONCRETE TOC

TOP OF PIER TOP

TOP OF JOIST T/JST

TOP OF SLAB TSL

TOP OF STRUCTURAL STEEL TOS

TOP OF WALL TOW

TRUSS BEARING T/BRG.

TYPICAL TYP.

UNLESS NOTED OTHERWISE U.N.O.

VERTICAL VERT

VERIFY IN FIELD VIF

WIND BRACE W.B.

WELDED WIRE FABRIC W.W.F.

WITH W/

EXISTING CONDITIONS:

1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, SUCH AS DIMENSIONS, ELEVATIONS, CONFIGURATION, AND DETAILS OF EXISTING STRUCTURES AND CONDITIONS

WHERE THEY AFFECT NEW CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF ANY

DEVIATIONS FROM ANTICIPATED CONDITIONS ARE DISCOVERED.

2. COORDINATION W/ COMPLETE SET OF CONTRACT DOCUMENTS: THE CONTRACT

DOCUMENTS ARE ONE COMPLETE, COMPREHENSIVE AND INCLUSIVE DOCUMENT

CONSISTING OF THE AGGREGATE COLLECTION OF DRAWINGS AND SPECIFICATIONS FOR

ALL OF THE DISCIPLINES' DIVISIONS (E.G. SITE, CIVIL, ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING, ELECTRICAL, ETC.). NO SINGLE DISCIPLINE DIVISION IS

AUTONOMOUS NOR DOES IT STAND-ALONE FROM ANY OR ALL OTHER DISCIPLINE

DIVISIONS.

3. VERIFY ALL DIMENSIONS, ELEVATIONS, DEPRESSIONS, INSERTS, EMBEDDED ITEMS.

EQUIPMENT PADS AND SUPPORTS, OPENINGS, DETAILS, AND CONDITIONS BY CROSS-

REFERENCING TO ARCHITECTURAL AND ALL OTHER DISCIPLINE SECTION DRAWINGS,

PARTICULARLY CIVIL, MECHANICAL, AND ELECTRICAL SECTIONS.

4. SEE ARCHITECTURAL AND ALL OTHER DISCIPLINE SECTION DRAWINGS FOR DIMENSIONS

NOT SHOWN ON STRUCTURAL DRAWINGS..

5. STRUCTURAL DRAWINGS DO NOT SHOW ALL REQUIRED OPENINGS THROUGH STRUCTURAL

MEMBERS.

6. VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND ALL OTHER

DISCIPLINE SECTION DRAWINGS.

7. NOTES REGARDING USE OF DRAWINGS:

DRAWING SCALES ARE NOTED FOR REFERENCE ONLY. NOT ALL ITEMS ARE DRAWN TO

SCALE, AND DRAWINGS SHOULD NOT BE SCALED TO OBTAIN DIMENSIONS OR ELEVATIONS

NOT INDICATED..

EXISTING REWORK NOTES:

MISCELLANEOUS:

1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND

MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH

REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK.

2. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN

APPROVAL OF THE ENGINEER.

3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE

WITHOUT

THE WRITTEN APPROVAL OF THE ENGINEER.

4. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE

STRUCTURAL

DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH

OPENINGS.

5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION

LOAD

IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED

THE

DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.

6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE

CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR

SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S

CONSTRUCTION METHODS AND/OR SEQUENCES.

7. UNLESS OTHERWISE NOTED, FIRE PROOFING METHODS AND MATERIALS FOR

STRUCTURAL MEMBERS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. REFER TO

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE RATING REQUIREMENTS,

FIRE PROOFING METHODS AND MATERIALS.

8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.

9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE

AND

CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS

DURING

THE CONSTRUCTION PERIOD. EXPANSION JOINTS SHOWN ON THE DRAWINGS HAVE

BEEN

DESIGNED TO ACCOMMODATE ANTICIPATED THERMAL MOVEMENT AFTER THE

BUILDING

IS COMPLETE.

10. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION

FROM

THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE

RESPONSIBILITY FOR SUCH DEVIATION BY THE ENGINEER'S APPROVAL OF SHOP

DRAWINGS, PRODUCT DATA, ETC., UNLESS HE HAS SPECIFICALLY INFORMED THE

ENGINEER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ENGINEER HAS

GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

11. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE

DEFICIENCIES,

OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES, IN THE PLANS AND SPECIFICATIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PLANS AND/OR

SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN INTERPRETATION OF THE

ALLEGED

DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY THE

ENGINEER BEFORE THE EFFECTED WORK PROCEEDS.

12. CHECK ALL DIMENSIONS AGAINST REQUIREMENTS OF OTHER CONTRACT

DOCUMENTS.

FIELD VERIFY DIMENSIONS RELATING TO EXISTING CONDITIONS PRIOR TO ORDERING

MATERIALS AND FABRICATION.

13. WHERE DIMENSIONS OR WEIGHTS OF EQUIPMENT OR SYSTEMS ARE VARIABLE FROM

MANUFACTURER TO MANUFACTURER, VERIFY DIMENSIONS AND WEIGHTS SHOWN ON

DRAWINGS WITH SELECTED MANUFACTURER PRIOR TO ORDERING MATERIALS.

NOTIFY

STRUCTURAL ENGINEER OF DISCREPANCIES. DO NOT PLACE EQUIPMENT WHEN

SHIPPING OR OPERATING WEIGHT EXCEEDS WEIGHT INDICATED ON STRUCTURAL

DRAWINGS.

14. NO MODIFICATION, ALTERATION OR REPAIR SHALL BE MADE WITHOUT PRIOR REVIEW

BY

STRUCTURAL ENGINEER. SUBMIT DETAILS AND CALCULATIONS PREPARED BY A

PROFESSIONAL ENGINEER REGISTERED IN STATE WHERE PROJECT IS LOCATED AND

EMPLOYED BY CONTRACTORS.

15. EPOXY/ADHESIVE ANCHORS SHALL BE INSTALLED WITHIN THE TEMPERATURE

REQUIREMENTS PROVIDED BY THE EPOXY/ADHESIVE MANUFACTURER. THE GENERAL

CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IF THE TEMPERATURES ARE

NOT WITHIN THE PROPER RANGE.

GENERAL NOTES

DESIGN CRITERIA:

1. CODES AND STANDARDS:

2015 IBC

2. DESIGN GRAVITY LOADS:

DEAD LOADS:

ROOF:

DEAD LOAD: 110 PSF @ 8" SLAB

15 PSF @ GRATING

LIVE LOADS:

ROOF:

LIVE LOAD: 22 PSF @ ROOF + SNOW DRIFT

3. WIND LOAD: INTERIOR MODIFICATION NOT SUBJECT TO WIND PRESSURES

4. SEISMIC LOAD:

SPECTRAL ACCELERATIONS: Ss = 0.168

SPECTRAL ACCELERATIONS: S1 = 0.093

DESIGN SPECTRAL RESPONSE ACCELERATION: Sds = 0.179 DESIGN SPECTRAL RESPONSE ACCELERATION: Sd1 = 0.150

OCCUPANCY CATEGORY: IV

SEISMIC DESIGN CATEGORY: D

SITE CLASS: D

SITE COEFFICIENTS: Fa = 1.60 Fv =2.4 IMPORTANCE FACTOR: Ie = 1.5

5. COMPONENT IMPORTANCE FACTOR:

Ip = 1.5

6. BASIC STRUCTURAL SYSTEMS:

A.) FRAME SYSTEM

7. SEISMIC - RESISTING SYSTEM: SEISMIC UPGRADE HAS NOT BEEN DESIGNED

MICHAEL VALERE VANDE VELDE

PE: 2004017260

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VeteransA sffair Depa frtment o

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel

Fax

314.621.4343 314.621.0261

FCA Replace Air Handlers (AC-S3, AC-S4)

Bid Set Drawings

589A4-18-186

220 N College Ave Indianapolis, IN 46202

Tel

Fax

317.464.9090 317.464.9393

Structural, Mechanical & Electrical Engineer

S S

C #2

6/2/2020 1:04:04 PM

STRUCTURAL GENERAL

NOTES

S0.1 800 Hospital Drive Columbia, MO 65201

06/02/2020 MVV JMH

STRUCTURAL SHEET INDEX

SHEET NUMBERS SHEET NAME

S0.1 STRUCTURAL GENERAL NOTES

S2.1 STRUCTURAL FRAMING PLANS AND DETAILS

H

JK

K

L

L

Hb

Hb

Ja

Ja

6.7 6.7

7 7

8 8

/2

/8

/2

/8

/8

/8

5' - 7" 11' - 0" 5' - 1" 13' - 5" 8' - 3" 4' - 8" 17' - 0"

1' - 3" 1' - 9"

6 6

5 5

5.4 5.4

6.2 6.2

21' - 8" 13' - 5" 12' - 11" 17' - 0"

/8

/2

S2.1

TYP

S2.1

W x

W x

W x

W x

DEMO EXISTING BEAM

W12x19

DEMO EXISTING BEAM

S2.1

S2.1

"x

C O

N C

B M

"x

C O

N C

B M

"x

C O

N C

B M

"x

C O

N C

B M

20"x18" CONC BM

24"x18" CONC BM

18"x18" CONC BMEXIST

EXIST

EXIST

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

"x

C O

N C

B M

"x

C O

N C

B M

E X

IS

T

E X

IS

T

S2.1

OPP HAND

SEE NOTE 5

4' - 8 1/2" 2' - 10" 6' - 0 1/2" 2' - 11 1/2" SEE NOTE 7

(E

W

(E

W

(E)-W12

(E

W

(E

W

NEW W12x14

(E)-W12

(E)-W12

SEE NOTE 6

S2.1

IN FIELD

4' - 6" VERIFY

SEE

NOTE 6

EXIST GRATE

TO REMAIN

EXIST GRATE

TO REMAIN

EQ EQ

SEE NOTE 8 TYP

3' - 10" 3' - 10" 3' - 10" 5' - 1"

SEE NOTE 7

1/2"

5' - 0 7/8"

/2

NEW BEAM PER PLAN

EXIST BEAM

L4x4x3/8 x 0'-11" w/ (3)-3/4"Ø TITEN HD (4" EMBED)

& (3)-3/4"Ø A325 BOLTS EA END

EXISTING GRATING

1. SEE SHEET 1-S0.1 FOR STRUCTURAL GENERAL NOTES, INCLUDING

MATERIAL.

2. REFER TO THE ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH

THE ARCHITECT REGARDING MISSING DIMENSIONS

3. INDICATES SPAN DIRECTION OF GRATING.

4. T/BEAM ELEVATION TO MATCH EXIST CONCRETE BEAMS.

5. EXISTING 1" x 1/8" GRATING. REUSE TO GREATEST EXTENT POSSIBLE

ATTACH GRATING TO NEW BEAMS. MIN (2)-ATTACHMENT PER GRATING

PANEL. INFILL WITH NEW 1" x 1/8" GRATING TO MATCH EXIST AS

REQUIRED.

6. NEW 1" x 3/16 GRATING. ATTACH TO EXISTING BEAMS MIN (2)-ATTACHMENT

PER GRATING PANEL.

7. (3)-CONC BEAM REINF @ 8"O.C. PER SECTION 7/S2.1

8. FIELD VERIFY EXIST BEAMS 12" DEPTH.

6 6.2

L4x4x3/8 x 0'-6" w/ (2) 3/4"Ø A325 BOLTS

1/4

SIDES

TYP

NEW BEAM PER PLAN

EXIST CONC BEAM

EXIST GRATE DEMO

AS REQUIRED

NEW BEAM PER PLAN

EXIST GRATING - CUT @ NEW BEAM LOCATION & RE-ATTACH

TO NEW BEAM @ 24"O.C. MIN (2) CONNECTIONS PER

GRATING PANEL APPLY GALVANIZED REPAIR PAINT @ ALL

CUT ENDS - TYP. PROVIDE NEW END BAR @ CUT ENDS.

PROVIDE NEW GALVANIZED GRATING MATCHING EXISTING

GRATING WHERE ABANDONED PIPING HOLES EXIST

L4x4x3/8 x 0'-6" w/ (2) 3/4"Ø

TITEN HD (4" EMBED)

1/4

SIDES

TYP

NEW AHU CURB ATTACHMENT BY

MECHANICAL CONTRACTOR

HSS 2 1/2 x 1" x 3/16 x CONT

3/16 2-12

EXIST GRATING - CUT @ NEW BEAM

LOCATION & RE-ATTACH TO NEW

BEAM @ 24"O.C. MIN (2)

CONNECTIONS PER GRATING PANEL

APPLY GALVANIZED REPAIR PAINT @

ALL CUT ENDS - TYP. PROVIDE NEW

END BAR @ CUT ENDS. PROVIDE NEW

GALVANIZED GRATING MATCHING

EXISTING GRATING WHERE

ABANDONED PIPING HOLES EXIST

NEW BEAM

PER PLAN

NEW AHU CURB

ATTACHMENT

BY MECHANICAL

CONTRACTOR

HSS 2 1/2 x 1" x 3/16 x CONT

3/16 2-12

DEMO EXIST BEAM

DEMO EXIST CONC CURB

EXIST CONC BEAM

EXIST GRATING

/2

DEMO HOUSE KEEPING PAD

± 5

/4

DEMO EXIST RIBBED CURB

DEMO EXIST HOUSEKEEPING PAD

EXISTING STRUCTURAL SLAB

EXIST W12 BEAM

NEW W12 BEAM PER PLAN

EXIST SLAB

GROUT - MATCH

DEPTH OF EXIST

NEW GRATING

EXIST GRATING

3/16

SIDES

L4x3x5/16 x 0'-8"

EXIST SLAB

L3x3x1/4 x 0'-4" W/(1)-1/2"Ø

TITEN HD EA SIDE EMBED 3

3/8"

1/2"Ø A307 ROD

EA SIDE DOUBLE

NUT TOP AND BOT

L3x3x1/4 x 2'-0"

1"

H

H

Hb

Hb

6.7 6.7

7 7

8 8

Jb

Jb

/8

/2

30' - 8"

S2.1

TYP ALL

SIDES

MICHAEL VALERE VANDE VELDE

PE: 2004017260

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VeteransA sffair Depa frtment o

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel

Fax

314.621.4343 314.621.0261

FCA Replace Air Handlers (AC-S3, AC-S4)

Bid Set Drawings

589A4-18-186

220 N College Ave Indianapolis, IN 46202

Tel

Fax

317.464.9090 317.464.9393

Structural, Mechanical & Electrical Engineer

S S

C #2

6/2/2020 1:04:07 PM

STRUCTURAL FRAMING

PLANS AND DETAILS

S2.1 800 Hospital Drive Columbia, MO 65201

06/02/2020 MVV JMH

NORTH

SCALE: 3/16" = 1'-0"

PARTIAL FRAMING PLAN @ EXISTING PENTHOUSE LOWER LEVEL

SCALE: 3/4" = 1'-0"

NEW W14 TO EXIST CONC BM DETAIL

NOTE:

EXIST CONC BEAMS TO BE SCANNED TO LOCATE EXIST

REINF PRIOR TO DRILLING. DO NOT CUT EXIST REINF

WHEN DRILLING. ADJUST LOCATION OF CONNECTION TO

AVOID INTERFERENCE W/ EXIST REINF. IF ADJUSTMENT IS

NOT POSSIBLE THEN NOTIFY CONTRACING OFFICER FOR

ALTERNATIVE CONNECTION.

SCALE: 3/4" = 1'-0"

NEW W12 PARALLEL TO EXIST BM

SCALE: 3/4" = 1'-0"

SECTION @ NEW AHU SUPPORT

SCALE: 3/4" = 1'-0"

SECTION @ EXIST CONC CURB

SCALE: 3/4" = 1'-0"

DETAIL @ EXISTING RIBBED CURB

SCALE: 3/4" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

SECTION

NORTH

SCALE: 3/16" = 1'-0"

PARTIAL FRAMING PLAN @ EXISTING ROOF/PENTHOUSE LL

SD

S D

SD

S D

SD

S D

SD

S D

SD

S D

SD

S D

SD

S D

SD

S D

SD

S D

M

5 5

5.4 5.4

6 6

6.2

6.7 6.7

7 7

8 8

H

H

Hb

Hb

J

JJb

K

K

L

L

Ja

A1.2

Remove Existing Air Handler AC-S3 and Associated Ducts - See MEP Drawings for Additional Information and Full Scope of Work

Contractor to coordinate with COR the removal and storage of precast grill panels, brick, and CMU wall and louver for Air Handler removal.

Prepare Existing Temporary Duct for temporary connection

3'-0"

Remove wall at area of Temporary Duct Penetration;

See Elevation for additional information

1 / A1.2

Temporary AC Unit

5 5

5.4 5.4

6 6

6.2

6.7 6.7

7 7

8 8

H

H

Hb

Hb

J

JJb

K

K

L

L

Ja

A1.2

Contractor to coordinate with COR the removal and storage of precast grill panels, brick, and CMU wall and louver for Duct Penetration.

Temporary Duct Connections; See MEP Drawings for Full Scope

Temporary AC Unit

5 5

5.4 5.4

6 6

6.2

6.7 6.7

7 7

8 8

H

H

Hb

Hb

J

JJb

K

K

L

L

Ja

Infill Temporary Duct Penetration; See Elevation for Additional Information

Replace Precast Grill Panels

Temporary AC Unit

Temporary ductwork to be removed;

See MEP Drawings for additional information and Full Scope of Work

New Air Handler AC-34 - See MEP Drawings for Additional Information and Full Scope of Work

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VeteransA sffair Depa frtmento

4/15/2020 9:54:16 AM

Upper Level Penthouse Floor Plans

A1.0 800 Hospital Drive Columbia, MO 65201

04/14/2020

Bid Set Drawings

Checker Author

589A4-18-186FCA Replace Air Handlers

(AC-S3, AC-S4)

N

1/8" = 1'-0"1 Penthouse Upper Level Plan - Demolition N

1/8" = 1'-0"2 Penthouse Upper Level Plan - Temporary

N

1/8" = 1'-0"3 Penthouse Upper Level Plan - Renovation

06/02/2020 BD ZF

M

M

SD

SD

M

SD

SD

M

SD

SD

M

M

SD

SD

M

SD

M

SD

SD

M

SD

SD

M

SD

SD

M

M

SD

SD

M

SD

M

SD

SD

M

SD

SD

M

SD

SD

M

M

SD

SD

5 5

5.4 5.4

6 6

6.2 6.2

6.7 6.7

7 7

8 8

H

H

Hb

Hb

J

JJb

K

K

L

L

Ja

Remove Existing Air Handler AC-S4 and Ducts - See MEP Drawings for Additional Information and Full Scope of Work

Contractor to coordinate with COR the removal and storage of precast grill panels, brick, and CMU wall for Air Handler removal.

3'-0"

Remove wall at area of Temporary Duct Penetration;

See Elevation for additional information

1 / A1.2

Prepare temporary ducts;

See Mechanical Plan for Additional Information

A1.2

A1.2

Temporary AC Unit

VA to relocate cabinets and other equipment from this are prior to contractor beinning work

5 5

5.4 5.4

6 6

6.2 6.2

6.7 6.7

7 7

8 8

H

H

Hb

Hb

J

JJb

K

K

L

L

Ja

Temporary ductwork to be removed;

See MEP Drawings for additional information and Full Scope of Work

New Air Handler AC-S4

- See MEP Drawings for Additional Information and Full Scope of Work

Reinstall Salvaged Precast Grill Panels, Brick, and CMU Wall after installation of Air Handler installation. Match Existing Assembly Method and Grout Color as Adjacent Grill Panel Walls.

A1.2

A1.2

Infill Temporary Opening; See Elevation for more information

Temporary AC Unit

5 5

5.4 5.4

6 6

6.2 6.2

6.7 6.7

7 7

8 8

H

H

Hb

Hb

J

JJb

K

K

L

L

Ja

Temporary ductwork to be installed and removed once permanent AC-S4 replacement is installed; See MEP Drawings for additional information and Full Scope of Work

A1.2

A1.2

Temporary AC Unit

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VeteransA sffair Depa frtmento

4/15/2020 9:54:17 AM

Lower Level Penthouse Floor Plans

A1.1 800 Hospital Drive Columbia, MO 65201

04/14/2020

Bid Set Drawings

Checker Author

589A4-18-186FCA Replace Air Handlers

(AC-S3, AC-S4)

N

1/8" = 1'-0"1 Penthouse Lower Level / Roof Plan - Demolition

N

1/8" = 1'-0"3 Penthouse Lower Level / Roof Plan - Renovation

N

1/8" = 1'-0"2 Penthouse Lower Level / Roof Plan - Temporary

6" ± 3'-0" 6"

1) Saw-cut opening around temporary duct penetration;

coordinate with MEP drawings for exact location.

2) In-fill around duct with 3 5/8" MTL Stud Framing with Exterior Grade Plywood on both sides of studs. Apply Weather-tight caulk around plywood.

3) After temporary ducts are removed; infill entire opening with Brick and CMU to match the existing wall construction. Brick to match Adjacent Brick

New ductwork shown dashed; RE: MEP Drawings for Additional Information

Existing Roof

See MEP Drawings for the Full Scope of Work

Temporary Steel Lintel Supports; See for Detail

7 / A1.2

A1.2

Remove and Salavage Precast Grill Panels for future reinstallation. Provide additional support of panels as required.

Coordinate with COR storage location for panels.

Wall Beyond to be removed and reinstalled for installation of new Air Handling Unit. Remove as required for Installation.

6" 3'-0" 6"

Opening for

AC-S4

Temporary Connections

Opening for

AC-S3

Temporary Connections

Temporary Steel Lintel Supports; See for Detail

7 / A1.2

Existing CMU Block Wall

Existing Brick Veneer

Exterior Grade Plywood

(3)-L6x3-1/2x5/16 (LLV) with 6" extention at ends.

Saw Cut into Existing.

Temporary Duct; RE: MECH

R E

M

E C

H

D u c t S iz e

Exterior Grade Caulking All Around Perimeter of Opening

Exterior Grade Caulking All Around Perimeter of Opening

Exterior Grade Caulking All Around Perimeter of Duct

Exterior Grade Caulking All Around Perimeter of Duct

Exterior Grade Plywood 3 5/8" MTL Studs to Frame Opening

Remove and Salvage Pre-cast grill panels shown dashed. Provide Support at bottom row of panels as required. Coordinate with VA COR area of storage for later re-installation.

New Louver; See MEP drawings for additional information

Wall beyond to be removed and reinstalled for installation of new Air Handling Unit. Remove as much as required for Installation.

Existing Door to remain

Remove Existing Precast Grill Panels. Provide (3) Steel Lintels to support remaining Precast Grill Panels above. See S-Series Drawings for Additional Details

Install New Louver per MEP Drawings

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VeteransA sffair Depa frtmento

4/15/2020 9:54:18 AM

Exterior Elevations and Details

A1.2 800 Hospital Drive Columbia, MO 65201

04/14/2020

Bid Set Drawings

Checker Author

589A4-18-186FCA Replace Air Handlers

(AC-S3, AC-S4)

1/2" = 1'-0"1 Elevation - Duct Penetration - North

1 1/2" = 1'-0"7 Detail - Temporary Opening

1/2" = 1'-0"2 Elevation - Louver and Precast Grill- South

1/2" = 1'-0"8 Detail - Louver Install

MECHANICAL ABBREVIATIONS MECHANICAL GENERAL DEMOLITION NOTES:GENERAL NOTES:

MECHANICAL GENERAL RENOVATION NOTES:

MECHANICAL SYMBOLS LEGEND MECHANICAL SYMBOLS LEGEND (CONT.)

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

9/27/2016 1:23:55 PM

FCA Replace Air Handlers (AC-S3, AC-S4)

800 Hospital Drive Columbia, MO 65201

Bid Set Drawings 589A4-18-186

SS

C#

SS

C

#2

06/02/2020

1 Memorial Dr. STE 1800 Saint Louis, MO 63102 Tel Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202 Tel Fax

317.464.9090 317.464.9393

Structural, Mechanical & Electrical Engineer

James C Cornett Professional Engineer MO LIC#:PE-029361 Exp:12/31/2021 MECHANICAL NOTES, SYMBOLS AND

JCC SSC

M0.1

ABBREVIATIONS

SECTION NOTES:

CHILLED WATER COIL SCHEDULE

STEAM HEATING COIL SCHEDULE

AIR HANDLING UNIT SCHEDULE

HUMIDIFIER SCHEDULE

LOUVER SCHEDULE

STEAM TRAP SCHEDULE

AIRFLOW MEASURING STATION SCHEDULE

VARIABLE FREQUENCY DRIVE SCHEDULE (REFERENCE ONLY)

HEAT RECOVERY COIL SCHEDULEFAN SCHEDULE

VIBRATION ISOLATION AND SEISMIC RESTRAINT SCHEDULE

REQUIRED SHUT DOWNS

EXISTING PUMP SCHEDULE

AC UNIT DETAIL (AC-S4)

SECTION NOTES:

AC UNIT DETAIL (AC-S3)

TEST AND BALANCE

22.5

CW

U V

Drain Conn.

Drain Conn.

A1

A1

A1

S9

HR

C

Drain Conn.

SA

R

S

R

S

DD

R

S

R

S

D

S

R

OSAOSA

RA

OSA

OSA

PLAN

ELEVATION

D

.5

CW

U V

Drain Conn.

Drain Conn.

A1

A1

A1

S1

6 8

SC

HR

C

Drain Conn.

RA

A1

A1

A1

R

S

DD

SA

R

SR

SR

S

D

RA

RA

OSA

EXH

LOWER PLAN

ELEVATION

.5

1 32

A1

A1

A1

UPPER PLAN

D

EA

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

9/27/2016 1:23:55 PM

FCA Replace Air Handlers (AC-S3, AC-S4)

800 Hospital Drive Columbia, MO 65201

Bid Set Drawings 589A4-18-186

SS

C#

SS

C

#2

06/02/2020

1 Memorial Dr. STE 1800 Saint Louis, MO 63102 Tel Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202 Tel Fax

317.464.9090 317.464.9393

Structural, Mechanical & Electrical Engineer

James C Cornett Professional Engineer MO LIC#:PE-029361 Exp:12/31/2021 MECHANICAL

SCHEDULES

SSC SSC

M0.2

DUCT ELBOW

NO SCALE NO SCALE

AREA OF OPENING =

FL

O

W

EXHAUST RETURN BRANCH CONNECTION TO MAIN

NO SCALE

SUPPLY DUCT TAKEOFF - AIR TERMINAL UNIT

NO SCALE

TYPICAL METHOD OF SECURING HANGER RODS

NO SCALE

DUCT ACCESS DOORS AND PANELS

NO SCALE

ROUND DUCT FITTINGS

FLOAT AND THERMOSTAT STEAM TRAP ASSEMBLY

INSTALLATION OF THERMOMETER WELLSWATER COILS - PIPING CONNECTIONS AIR HANDLING UNIT DRAIN TRAP DETAIL

PIPE HANGER SUPPORT DETAILS

STEAM COIL - PIPING CONNECTIONS DISPERSION TUBE (JACKETED) HUMIDIFIER

CLEVIS TYPE HANGER PIPE SUPPORT TRAPEZE HANGER PIPE SUPPORTROLLER HANGER

FLOOR MOUNTED PIPING PROTECTION DETAIL

END OF STEAM LINE DRIP TRAP

AIR HANDLING UNIT SUPPORT DETAIL

NO SCALE

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

9/27/2016 1:23:55 PM

FCA Replace Air Handlers (AC-S3, AC-S4)

800 Hospital Drive Columbia, MO 65201

Bid Set Drawings 589A4-18-186

SS

C#

SS

C

#2

06/02/2020

1 Memorial Dr. STE 1800 Saint Louis, MO 63102 Tel Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202 Tel Fax

317.464.9090 317.464.9393

Structural, Mechanical & Electrical Engineer

James C Cornett Professional Engineer MO LIC#:PE-029361 Exp:12/31/2021 MECHANICAL

DETAILS

JCC SSC

M0.3

C

AC - S3 & S4 CONTROL DIAGRAM

AC-S3 & AC-S4 SEQUENCE OF OPERATION

COORDINATE ALL SEQUENCE OF OPERATIONS WITH TEST AND

BALANCING…