36C25019B0003-0004002.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

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ELECTRICAL SWITCHGEAR

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ELECTRICAL CLOSET

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175.AE101

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175.AE101

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175.AE101

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OPP.

AutoCAD SHX Text A. PARTITION NOTES APPLY TO ALL INTERIOR PARTITIONS CONSTRUCTED FOR PARTITION NOTES APPLY TO ALL INTERIOR PARTITIONS CONSTRUCTED FOR THE PROJECT. B. PARTITION TYPE DRAWINGS INDICATE THE GENERAL RELATIONSHIP AMONG PARTITION TYPE DRAWINGS INDICATE THE GENERAL RELATIONSHIP AMONG MATERIALS AND CONSTRUCTION OF PARTITIONS WITHIN THE SCOPE OF WORK. C. CONTRACTOR SHALL PROVIDE FIRE RATED PARTITIONS IN ACCORDANCE CONTRACTOR SHALL PROVIDE FIRE RATED PARTITIONS IN ACCORDANCE WITH THE REFERENCED U400 SERIES U.L. DESIGN NUMBERS INDICATED. (REFER TO U.L. FIRE RESISTANCE DIRECTORY- LATEST EDITION) 1-HR. UL RATED PARTITIONS INCLUDE THE FOLLOWING: a. PROVIDE AND INSTALL 5/8 THICK, 4’-0” WIDE GYPSUM WALL BOARD PROVIDE AND INSTALL 5/8 THICK, 4’-0” WIDE GYPSUM WALL BOARD -0” WIDE GYPSUM WALL BOARD WIDE GYPSUM WALL BOARD ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1” LONG, TYPE S STEEL SCREWS SPACED 8” O.C. ALONG EDGES OF LONG, TYPE S STEEL SCREWS SPACED 8” O.C. ALONG EDGES OF O.C. ALONG EDGES OF BOARD AND 12” O.C. IN THE FIELD OF THE BOARD. JOINTS SHALL O.C. IN THE FIELD OF THE BOARD. JOINTS SHALL BE ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. b. JOINT TAPE AND COMPOUND SHALL BE VINYL, DRY OR PRE-MIXED JOINT TAPE AND COMPOUND SHALL BE VINYL, DRY OR PRE-MIXED COMPOUND APPLIED IN TWO COATES TO JOINTS AND SCREW HEADS. PAPER TAPE, 2” WIDE EMBEDDED IN FIRST LAYER OF COMPOUND WIDE EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. c. STEEL STUDS SHALL BE CHANNEL SHAPED AND 3-5/8” WIDE STEEL STUDS SHALL BE CHANNEL SHAPED AND 3-5/8” WIDE WIDE (MINIMUM), WITH 1-1/4” LEGS FORMED FROM MINIMUM NUMBER 25 LEGS FORMED FROM MINIMUM NUMBER 25 MSG GALVANIZED STEEL ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24” O.C. MAXIMUM. O.C. MAXIMUM. d. PROVIDE AND INSTALL FIRE/SMOKE STOP/SEAL JOINT TREATMENT PROVIDE AND INSTALL FIRE/SMOKE STOP/SEAL JOINT TREATMENT SYSTEM AT INTERSECTION OF PARTITION WITH STRUCTURE ABOVE. (REFER TO FIRE STOP NOTES, THIS SHEET.) D. ALL CORRIDOR WALLS WITHIN THE SCOPE OF WORK ARE TO BE ALL CORRIDOR WALLS WITHIN THE SCOPE OF WORK ARE TO BE CONSTRUCTED AS 1-HOUR RATED WALLS THAT ARE ALSO RESISTANT TO THE PASSAGE OF SMOKE. E. EXISTING FACILITY STRUCTURE IS CONCRETE FRAMED WITH CONCRETE EXISTING FACILITY STRUCTURE IS CONCRETE FRAMED WITH CONCRETE PAN-JOISTS SPANNING BETWEEN (AND PERPENDICULAR TO) THE BEAMS. EXISTING CONCRETE BEAM AND PAN JOIST DEPTHS VARY. F. WHERE PARTITION FRAMING MEETS EXISTING STRUCTURE ABOVE, WHERE PARTITION FRAMING MEETS EXISTING STRUCTURE ABOVE, CONTRACTOR SHALL UTILIZE DEFLECTION CLIPS OR SLIP TRACK TO ANCHOR STUDS. (SLIP TRACK IS APPROPRIATE ONLY WHERE A CONSISTENT LEVEL UNINTERRUPTED STRUCTURE EXISTS ABOVE. PROVIDE DEFLECTION CLIPS OF VARYING TYPE APPROPRIATE FOR THE EXISTING CONDITION ENCOUNTERED WHERE TOP OF PARTITION MEETS EXISTING CONSTRUCTION. DEFLECTION CLIPS OR SLIP TRACK SHALL PROVIDE FOR DEFLECTION OF UP TO 3/4”. . G. WHERE GYPSUM BOARD IS SHOWN TO EXTEND TO STRUCTURE ABOVE, WHERE GYPSUM BOARD IS SHOWN TO EXTEND TO STRUCTURE ABOVE, HOLD THE GYPSUM BOARD 1” BELOW THE LINE OF EXISTING STRUCTURE. BELOW THE LINE OF EXISTING STRUCTURE. (FIRE SEAL ALL SUCH VOIDS IN CONTINUOUS GYPSUM BOARD WHERE OCCURRING AT FIRE-RATED WALLS.) H. PROVIDE FIRE RETARDANT TREATED WOOD OR STEEL BLOCKING PROVIDE FIRE RETARDANT TREATED WOOD OR STEEL BLOCKING REINFORCEMENT WITHIN PARTITIONS FOR THE SUPPORT OF ALL WALL-MOUNTED EQUIPMENT, FIXTURES, CABINETRY AND ACCESSORIES INDICATED, SCHEDULED OR REFERENCED BY THE CONTRACT DOCUMENTS. REFER TO PROJECT SPECIFICATION. ALSO REFER TO MEP PLANS, EQUIPMENT PLANS AND ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS. COORDINATE FINAL PLACEMENT OF ALL EQUIPMENT WITH VAMC COR. I. WHERE FIRE RATED PARTITIONS ABUT OR INTERSECT WITH NON-RATED WHERE FIRE RATED PARTITIONS ABUT OR INTERSECT WITH NON-RATED PARTITIONS: CONSTRUCT FIRE-RATED PARTITIONS COMPLETE – WITH WITH GYPSUM BOARD CONTINUOUS AND UNINTERRUPTED BY THE FRAMING OR FINISH MATERIAL OF THE NON-RATED PARTITION.

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PARTITION NOTES

AutoCAD SHX Text A. REFER TO SPECIFICATION SECTION 07 84 00: FIRESTOPPING. REFER TO SPECIFICATION SECTION 07 84 00: FIRESTOPPING. B. EXISTING FLOORS ARE 2-HOUR RATED. EXISTING FLOORS ARE 2-HOUR RATED. C. FIRE STOPPING NOTES APPLY TO ALL FLOOR PENETRATIONS. FIRE STOPPING NOTES APPLY TO ALL FLOOR PENETRATIONS. D. FIRE STOP NOTES APPLY TO ALL FIRE RATED PARTITIONS. FIRE STOP NOTES APPLY TO ALL FIRE RATED PARTITIONS. E. FIRE STOPPING MATERIALS SHALL BE PROVIDED AND INSTALLED BY EACH FIRE STOPPING MATERIALS SHALL BE PROVIDED AND INSTALLED BY EACH TRADE CONTRACTOR AT WALL PENETRATIONS AND VOIDS CAUSED BY PIPES, TUBING, CONDUIT, CABLE, DUCTS AND ANY OTHER MATERIAL. F. INSTALL IN ACCORDANCE WITH THE APPROPRIATE U.L. SYSTEM DESIGN INSTALL IN ACCORDANCE WITH THE APPROPRIATE U.L. SYSTEM DESIGN FOR THE REQUIRED FIRE RATING INDICATED. (REFER TO U.L. FIRE RESISTANCE DIRECTORY- LATEST EDITION) G. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING (MEP) PLANS FOR REFER TO MECHANICAL, ELECTRICAL AND PLUMBING (MEP) PLANS FOR PENETRATIONS THROUGH RATED WALLS.

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FIRE STOP NOTES

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TYPICAL DETAIL @ DEFLECTION CLIP/SLIP TRACK

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CUT STUD SHORT AT HEAD TO ALLOW FOR VERTICAL DEFLECTION

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VERTICAL DEFLECTION CLIP

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REFER TO PARTITON TYPES FOR STUD AND TRACK SIZING

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FASTENER(S) AS REQUIRED

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SCALE: NTS

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GENERAL CONSTRUCTION NOTES

AutoCAD SHX Text A. ALL PARTITIONS ARE TO BE TYPE 'A' UNLESS NOTED OTHERWISE. REFER TO ALL PARTITIONS ARE TO BE TYPE 'A' UNLESS NOTED OTHERWISE. REFER TO SHEET AE701 FOR PARTITION TYPES. B. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL (MEP) DRAWINGS AND REFER TO MECHANICAL, PLUMBING AND ELECTRICAL (MEP) DRAWINGS AND SPECIFICATIONS FOR DELINEATION OF ASSEMBLIES AND SYSTEMS TO BE PROVIDED WITHIN THEIR RESPECTIVE PORTIONS OF THE WORK. C. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL MEP WORK CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL MEP WORK INCLUDED WITH ARCHITECTURAL WORK INDICATED. D. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES AND MATERIAL CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES AND MATERIAL SUPPLIERS INVOLVED WITH AND WORKING ON THE PROJECT. E. CONTRACTOR TO VERIFY THE EXISTING SITE CONDITIONS AND IMMEDIATELY CONTRACTOR TO VERIFY THE EXISTING SITE CONDITIONS AND IMMEDIATELY NOTIFY THE COR OF ANY DISCREPANCY BETWEEN EXISTING CONDITIONS SHOWN AND CONFIGURATIONS SHOWN BY THE CONSTRUCTION DOCUMENTS. F. CONTRACTOR SHALL EMPLOY ONLY THOSE TRADE CONTRACTORS WITH CONTRACTOR SHALL EMPLOY ONLY THOSE TRADE CONTRACTORS WITH SUFFICIENT EXPERIENCE IN THE PERFORMANCE OF WORK WITHIN A HOSPITAL ENVIRONMENT. VAMC RESERVES THE RIGHT TO REQUEST REMOVAL OF ANY PARTICULAR TRADE CONTRACTOR IF THEIR WORK OR BEHAVIOR AT THE FACILITY PUTS AT RISK THE PROJECT’S TIMELY S TIMELY COMPLETION, QUALITY OF THE WORK, OR THE SAFETY OF THEMSELVES, PERSONS WORKING AROUND THEM OR VAMC EMPLOYEES, PATIENTS OR VISITORS. G. PRIOR TO BIDDING ON THE WORK, THE CONTRACTOR SHALL VISIT THE PRIOR TO BIDDING ON THE WORK, THE CONTRACTOR SHALL VISIT THE FACILITY TO THOROUGHLY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, THE EXISTING CONDITION OF THE SITE AND THE LOGISTICS REQUIRED IN PERFORMING THE WORK WITHIN A FULLY OPERATIONAL HEALTHCARE FACILITY. H. CONTRACTOR TO AVOID DISRUPTION OF EXISTING FACILITY SERVICES AT ALL CONTRACTOR TO AVOID DISRUPTION OF EXISTING FACILITY SERVICES AT ALL TIMES. I. CONTRACTOR MUST COORDINATE IN ADVANCE ANY OPERATIONS THAT WILL CONTRACTOR MUST COORDINATE IN ADVANCE ANY OPERATIONS THAT WILL CREATE DISRUPTIVE NOISE OR VIBRATION WITH THE COR 48 HOURS IN ADVANCE OF BEGINNING SUCH WORK. WRITTEN NOTICE TO COR IS REQUIRED 48 HOURS PRIOR TO PERFORMANCE OF SUCH WORK UNLESS OTHERWISE AGREED TO BY COR. J. INTERRUPTIONS TO EXISTING UTILITY SERVICES TO THE BUILDING OR AREAS INTERRUPTIONS TO EXISTING UTILITY SERVICES TO THE BUILDING OR AREAS OF THE SITE WILL ONLY BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND FOR LIMITED IF REQUIRED BY THE SCOPE OF WORK. COORDINATE ANY ANTICIPATED SHUTDOWN OF ANY UTILITY AFFECTING THE OCCUPANCY/USE OF THE FACILITY WITH THE COR AT LEAST 2 WEEKS IN ADVANCE OF ITS PROPOSED OCCURRENCE. NOTICE MUST BE GIVEN IN WRITING TO THE COR OF ANY/ALL SUCH OCCURANCE(S) THROUGHOUT THE CONSTRUCTION PERIOD. WRITTEN NOTICE OF PROPOSED SHUTDOWNS MUST INCLUDE A TIME CERTAIN WHEN SERVICES WILL BE RESTORED. K. MAINTAIN (MINIMUM 48” WIDE) EGRESS PATHWAYS THROUGH THE MAINTAIN (MINIMUM 48” WIDE) EGRESS PATHWAYS THROUGH THE WIDE) EGRESS PATHWAYS THROUGH THE CONSTRUCTION AREA THROUGHOUT THE CONSTRUCTION PERIOD. COORDINATE EXITING REQUIREMENTS WITH VAMC COR.

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REFLECTED CEILING PLAN LEGEND

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GYPSUM BOARD CEILING

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GENERAL REFLECTED CEILING PLAN NOTES

AutoCAD SHX Text A. ALL CEILING HEIGHTS SHALL BE 8'-0" A.F.F. UNLESS NOTED ALL CEILING HEIGHTS SHALL BE 8'-0" A.F.F. UNLESS NOTED OTHERWISE. B. SEE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION. SEE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION. C. CEILING RELATED MECHANICAL AND ELECTRICAL ITEMS SHOWN ON CEILING RELATED MECHANICAL AND ELECTRICAL ITEMS SHOWN ON REFLECTED CEILING PLAN ARE FOR THE PURPOSE OF INDICATING ONLY THEIR RESPECTIVE LOCATIONS. REFER TO MECHANICAL/ELECTRICAL PLANS FOR TYPE, SIZE AND OTHER REQUIREMENTS PERTAINING SPECIFICALLY TO THESE ITEMS.

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1. NEW ENCLOSURE, PAINTED GYPSUM BOARD OVER 3 " METAL STUD. NEW ENCLOSURE, PAINTED GYPSUM BOARD OVER 3 " METAL STUD. 58" METAL STUD. FINISHED GYPSUM CEILING 8'-0" ABOVE FINISHED FLOOR. 2. NEW DOUBLE HOLLOW METAL DOOR WITH HARDWARE AND HOLLOW METAL NEW DOUBLE HOLLOW METAL DOOR WITH HARDWARE AND HOLLOW METAL DOOR FRAME. DOOR AND FRAME TO BE PAINTED TO MATCH EXISTING.

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KEY NOTES - PLAN

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FULL HEIGHT 3" THICK SOUND ATTENUATION BLANKET

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(1)LAYER OF TYPE 5/8" GYPSUM BOARD EACH SIDE.

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CONTINUOUS SEALANT EA. SIDE (TYPICAL)

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3 5/8" METAL STUDS @ 16" O.C. MAXIMUM.

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3 5/8" METAL RUNNER FASTEN @ 24" O.C.

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SCHEDULED BASE

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FASTEN STUD TO RUNNER TOP AND BOTTOM (BOTH SIDES)

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FIRE/SMOKE PARTITION

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UL DESIGN NO. U465 (1 HOUR)

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PLAN VIEW

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SCALE: NTS

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GYPSUM CEILING.

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DOOR AND FRAME SCHEDULE

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MARK

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ROOM NAME

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WD

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HGT

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THK

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DOOR MATERIAL

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DOOR ELEVATION

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FRAME MATERIAL

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FRAME ELEVATION

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RATING

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HW

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NOTES

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ELECTRICAL CLOSET

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HM

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HM

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45 MIN

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DOUBLE DOOR

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HOLLOW METAL

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SEE

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SEE

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SEE

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SEE

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SEE

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SEE

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SEE

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SEE

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DOOR TYPES

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FRAME TYPES

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HOLLOW METAL

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ELECTRICAL CLOSET

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ELEVATION

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ELEVATION

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RB

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RB

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RB

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PT-1

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PT-1

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ROOM FINISH SCHEDULE

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ROOM #

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ROOM

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FLOOR

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BASE

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NORTH WALL

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EAST WALL

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SOUTH WALL

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WEST WALL

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CEILING

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COMMENTS

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ELECTRICAL CLOSET

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EXISTING

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RB

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PT-1

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PT-1

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PT-1

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GYP

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FINISH LEGEND

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FINISH

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WALLS

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PT-1

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PAINT(FIELD)

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SHERWIN WILLIAMS - MATCH SURROUNDING EXISTING WALLS

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FINISH

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BASE

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RUBBER BASE

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JOHNSONITE - MATCH HEIGHT AND COLOR OF SURROUNDING EXISTING WALLS

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FINISH

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CEILING

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GYP

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GYPSUM BOARD

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JOHNSONITE - MATCH HEIGHT AND COLOR OF SURROUNDING EXISTING WALLS

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NOTE: ALL FINISHES CODES ARE ASSUMED FROM PLAN NORTH.

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ABBREVIATIONS

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AFF

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ABOVE FINISH FLOOR

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EA

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EACH

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GYP

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GYPSUM

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GYPSUM WALLBOARD

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GWB

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HM

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HOLLOW METAL

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INSULATION

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INSUL

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MIN

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MISC

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MINIMUM

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MISCELLANEOUS

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NTS

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OC

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OPP

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NOT TO SCALE

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ON CENTER

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OPPOSITE

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PT

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PAINT

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RB

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RUBBER BASE

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UL

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UNDERWRITERS LABORATORY

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

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BID DOCUMENTS FOR CONSTRUCTION

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FULLY SPRINKLERED

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REPLACE AND UPGRADE FIRE ALARM SYSTEM

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AutoCAD SHX Text 08-31-2018

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1700 E. 38TH STREET, MARION, IN 46953

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VA NORTHERN INDIANA HEALTH CARE SYSTEM

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SHEET NO. OF 326

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SCALE 3/8"=1'-0''

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FLOOR PLAN

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175.AE101

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ARCHITECTURAL PLAN NEW WORK FIRST FLOOR

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WOS

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WLM

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KEY PLAN

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NOT TO SCALE

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38 STREET

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LINCOLN BOULEVARD

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BLACK ROAD

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BLACK ROAD

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CHAPMAN AVE

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INDIANA

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BLACK ROAD

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AVE

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SCALE 3/8"=1'-0''

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REFLECTED CEILING PLAN

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NOTE: DIMENSIONS ARE FINISHED FACE TO FINISHED FACE.

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VHANINElkinS Typewritten Text

REVISED 02/20/2019

002 PB-RFI Submission 61015102