P09 Drawing Bid Set 21-04-21 1 of 7.pdf

INDEX OF DRAWINGS

# SHT # TITLE

COVER SHEET

1 X-001 COVER SHEET & INDEX OF DRAWINGS

GENERAL INFORMATION

G-001 G-002

GENERAL NOTES, ABBREVIATIONS & SYMBOLS

WALL TYPES & PARTITION DETAILS

LIFE-SAFTY & CODE REVIEW

15-GI101

15-GI102

LIFE-SAFETY & CODE REVIEW PLAN

LIFE-SAFETY & CODE REVIEW

15-1-HA001

15-1-HA101

15-1-HA102

15-1-HA103

GENERAL ASBESTOS ABATEMENT NOTES

LEAD MATERIAL LOCATIONS

ASBESTOS MATERIAL LOCATIONS

TSI LOCATIONS

STRUCTURAL

15-S-001 15-S-101 15-S-101A 15-S-102

STRUCTURAL GENERAL NOTES

FLOOR DEMOLITION AND LEVELING PLANS - BASE BID

FLOOR DEMOLITION AND LEVELING PLANS - DEDUCT ALTERNATE #5

ROOF FRAMING PLAN & DETAILS

ARCHITECTURAL

14 15-AS101 ARCHITECTURAL SITE PLAN - DEMOLITION & RENOVATION

15 15-AD101 FLOOR PLAN - DEMOLITION

16 15-AD102 REFLECTED CEILING PLAN - DEMOLITION

17 15-AD103 ROOF PLANS - DEMOLITION & RENOVATION

18 15-AD201 ELEVATIONS & BUILDING SECTIONS - DEMOLITION

19 15-AD301 WALL SECTIONS - DEMOLITION

20 15-AE101 FLOOR PLAN - RENOVATION

21 15-AE201 ELEVATIONS & BUILDING SECTIONS - RENOVATION

22 15-AE301 WALL SECTIONS - RENOVATION

23 15-AE501 ARCHITECTURAL DETAILS

24 15-AE502 ARCHITECTURAL DETAILS - ROOF & LADDER

25 15-AE503 INTERIOR DETAILS

26 15-AE601 ROOM FINISH SCHEDULE & COLOR SCHEDULE

27 15-AE701 DOOR & FRAME SCHEDULES & DETAILS

28 15-AE702 WINDOW SCHEDULE & DETAILS

29 15-AE901 INTERIOR ELEVATIONS

30 15-AE902 INTERIOR ELEVATIONS

31 15-AC101 REFLECTED CEILING PLAN & DETAILS - RENOVATION

32 15-AF101 FINISH & SIGNAGE PLAN - RENOVATION

33 15-AF601 SIGNAGE SCHEDUILE & DETAILS

34 15-QE101 FURNITURE & EQUIPMENT PLAN - RENOVATION

35 15-QE601 FURNITURE & EQUIPMENT SCHEDULE - RENOVATION

REFERENCE

36 15-RA701 EXISTING EXTERIOR CONDITIONS

37 15-RA702 EXISTING INTERIOR CONDITIONS

38 15-RA703 EXISTING INTERIOR CONDITIONS

FIRE PROTECTION

39 15-FP001 FIRE PROTECTION COVER SHEET

40 15-FD101 FIRST FLOOR PLAN - FIRE PROTECTION DEMOLITION

41 15-FP101 FIRST FLOOR PLAN - FIRE PROTECTION

PLUMBING

42 15-P-001 PLUMBING COVER SHEET

43 15-PD100 FIRST FLOOR PLAN - PLUMBING UNDERFLOOR DEMOLITION

44 15-PD101 FIRST FLOOR PLAN - PLUMBING DEMOLITION

45 15-PD102 ROOF PLAN - PLUMBING DEMOLITION

46 15-PL100 FIRST FLOOR PLAN - PLUMBING UNDERFLOOR

47 15-PL101 FIRST FLOOR PLAN - PLUMBING

48 15-PL102 ROOF PLAN - PLUMBING

HVAC

49 15-M-001 HVAC COVER SHEET

50 15-MD101 FIRST FLOOR PLAN - HVAC DEMOLITION

51 15-MD102 ROOF PLAN - HVAC DEMOLITION

52 15-MH101 FIRST FLOOR PLAN - HVAC

53 15-MH102 ROOF PLAN - HVAC

54 15-MH300 HVAC DETAILS

55 15-MH400 HVAC CONTROLS

56 15-MH500 HVAC SCHEDULES

ELECTRICAL

57 15-E-000 ELECTRICAL COVER SHEET

58 15-E-001 ELECTRICAL COVER SHEET

59 15-ED101 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION

60 15-EL101 FIRST FLOOR PLAN - ELECTRICAL LIGHTING

61 15-EP101 FIRST FLOOR PLAN - ELECTRICAL POWER

62 15-EP102 ROOF PLAN - ELECTRICAL POWER

63 15-ES101 FIRST FLOOR PLAN - ELECTRICAL SYSTEMS

64 15-E-300 ELECTRICAL DETAILS

65 15-E-400 ONE-LINE DIAGRAM

66 15-E-500 ELECTRICAL SCHEDULES

TECHNOLOGY

67 15-T-000 TECHNOLOGY COVER SHEET

68 15-TD101 FIRST FLOOR PLAN - TECHNOLOGY DEMOLITION

69 15-T-101 FIRST FLOOR PLAN - TECHNOLOGY

70 15-T-200 TECHNOLOGY ENLARGEMENTS

71 15-T-300 TECHNOLOGY DETAILS

72 15-T-400 TECHNOLOGY DIAGRAMS

73 15-T-500 TECHNOLOGY SCHEDULES

HAZARDOUS MATERIAL

2401 West Main St., Marion, IL 62959

CONTRACTOR STAGING-

COORDINATE

CONTRACTOR PARKING

PERMITS, BADGING AND

ENTERANCE POINTS W/

COR AND CAMPUS POLICE

BLDG 15 - ENGINEERING

BLDG 14 - BOILER PLANT

BLDG 1 - MAIN HOSPITAL

CAMPUS EAST

ENTRANCE

NOTE:

OBTAIN MOST CURRENT

CAMPUS PLAN FROM COR

PARKING LOT

BLDG 16

BLDG 1

BLDG 14

BLDG 15

MAIN PUBLIC

ENTRANCE

BLDG 16 - WAREHOUSE/

RECEIVING BUILDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

STAMP

321 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 POC:

AH. INZ

6910 Pacific St #310

Omaha, NE 68106

Phone: 402.553.0234 POC:

IMEG Corp.

2882 106th Street

Des Moines, Iowa

Phone: 515.334.4303

POC:

AMI Enviromental

8802 S 135th Street

Omaha, NE 68138

Phone: 402.397.5001

POC:

BID SET

07/17/2019

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X-001

COVER SHEET & INDEX OF

DRAWINGS

RENOVATE BUILDING 15

VAHCS MARION, IL

657A5-18-111

7/17/2019 AHT TJF / KRK

1 73

BID SET

CONTRACT NOTES

1 ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO DETERMINE THEIR FULL. SCOPE OF WORK. CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW ENTIRE SET OF DOCUMENTS.

2 COVER AND PROTECT ALL VA EQUIPMENT AND FURNITURE SO THAT THE FUNCTION AND APPEARANCE IS NOT AFFECTED BY CONSTRUCTION, THE CONTRACTOR, THEIR EQUIPMENT, MATERIALS, OR ANY INVOLVED ACTIONS.

FIRE PROOFING GENERAL NOTES

1 MAINTAIN FIRE RATED CONSTRUCTION AT WALL PENETRATIONS AND JOINTS, (CONSTRUCTION TO

CONFORM TO MANUFACTURER'S FIRE RATED/TEST ASSEMBLIES.

2 FIRE CAULK ALL JOINTS, SLEEVES AND PENETRATIONS AT FIRE WALLS/PARTITIONS AND FLOORS.

CONFORM WITH THE TESTED/SUBMITTED FIRE RATED ASSEMBLY. USE RED FIRE CAULK AND

LABEL WALL WITH U.L. DESIGN NUMBER AND ASTM. FIRE RATED WALLS SHOWN ON PLAN.

3 PATCH AND REPAIR ALL EXISTING FIREPROOFING ON EXISTING STRUCTURAL MEMBERS,

INCLUDING THAT WHICH IS UNCOVERED, NEEDING REPAIR AND THAT WHICH IS DISTURBED DURING

CONSTRUCTION.

4 PATCH AND REPAIR ALL EXISTING FIRE CAULKING AT EXISTING RATED WALLS WHICH IS

UNCOVERED, NEEDING REPAIR AND THAT WHICH IS DISTURBED DURING CONSTRUCTION.

RE-LABEL EXISTING WALL IF NECESSARY.

HAZARDOUS MATERIAL

1 IF THE CONTRACTOR ENCOUNTERS MATERIAL THAT COULD BE HAZARDOUS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY

THE OWNER IMMEDIATELY FOR DIRECTION.

MARION VA MEDICAL CENTER

RENOVATE BUILDING 15

PROJECT NUMBER: 657A5-18-111

N.T.S.

INTEGRATED PROJECT TEAM APPROVAL SIGNATURES

CAMPUS PLAN

Revisions: Date:

atast Snapshot

GENERAL ARCHITECTURAL NOTES:

1. THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS SHOWN PRIOR TO BIDDING. THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL

EXPENSE TO THE OWNER.

2. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR THE WORK AND BE RESPONSIBLE FOR SAME.

COORDINATE THE WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED AND MAKE ANY

NECESSARY OFFSETS TO CONCEAL PIPING AND DUCTWORK AND TO CLEAR EQUIPMENT,

STRUCTURAL MEMBERS AND OTHER OBSTRUCTIONS.

3. ALL UTILITIES AND SERVICES SHALL BE KEPT IN CONTINUOUS OPERATION UNLESS WRITTEN

PERMISSION IS OTHERWISE GRANTED BY THE OWNER.

3.1. MINOR SHUTDOWNS OF LESS THAN 48 HOURS REQUIRE 21 DAYS' NOTICE;

3.2. MAJOR SHUTDOWNS OF MORE THAN 48 HOURS REQUIRE 21 DAYS' NOTICE.

3.3. CONTRACTOR MUST CONTACT VA'S COR PRIOR TO ANY SHUTDOWNS.

4. TEMPORARY ALTERATIONS AND CONNECTIONS REQUIRED BY THIS CONTRACT SHALL BE MADE SO THAT ALL BUILDING SERVICES ARE MAINTAINED WITH MINIMUM INTERRUPTION. SCHEDULE ALL

ELECTRICAL/MECHANICAL OUTAGES 21 DAYS IN ADVANCE WITH THE OWNER.

5. PROTECT ALL WORK, MATERIALS AND EQUIPMENT. CAP OR PLUG TEMPORARY OPENINGS. DELIVER

ALL WORK TO THE OWNER CLEAN AND IN GOOD CONDITION.

6. WHEN DEMOLITION IS COMPLETE, NOTIFY ARCHITECT AND OWNER FOR A SCHEDULED MEETING TO

REVIEW EXISTING CONDITIONS AND ANY CONCERNS REGARDING NEW WORK.

7. CUTTING AND PATCHING OF EXISTING WALLS, FLOORS OR CEILINGS REQUIRED BY NEW WORK

SHALL BE INCLUDED AS WORK PROVIDED UNDER THIS CONTRACT.

8. CUTTING SHALL BE DONE WITH CARE SO AS NOT TO DAMAGE EXISTING EQUIPMENT, CONNECTIONS, CONTROLS, ETC.

9. DAMAGE CAUSED BY SUCH CUTTING SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION

BY CONTRACTOR AT NO COST TO THE OWNER, UNLESS UNFORESEEN EXISTING CONDITIONS ARE

DISCOVERED AND OWNER/ARCHITECT ARE NOTIFIED.

10. ALL OCCUPIED WORK AREAS, BUILDING CORRIDORS AND EXTERIOR AREAS SHALL BE KEPT CLEAR

OF DEBRIS.

11. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF THE BEST QUALITY AND FREE FROM DEFECTS.

12. MANUFACTURER AND MODEL NUMBERS SPECIFIED ESTABLISH THE TYPE AND QUALITY REQUIRED, UNLESS OTHERWISE NOTED.

13. ALL WORK SHALL COMPLY WITH APPLICABLE REGULATIONS, CODES AND ORDINANCES.

14. THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO

DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

15. ALL EXPOSED PENETRATIONS MADE THROUGH EXISTING ROOFS, FLOORS, AND WALLS SHALL BE PATCHED WITH LIKE MATERIALS TO MATCH THE SURROUNDING AREAS, AND FILLED AS CLOSE AS

POSSIBLE TO THE NEW PIPING OR DUCTWORK.

15.1. ALL EXPOSED PENETRATIONS MADE THROUGH EXISTING ROOFS ARE TO BE COORDINATED

WITH THE ROOFING WARRANTY CONTRACTOR.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGE TO EXISTING MATERIALS RESULTING FROM WORK UNDER THIS CONTRACT AND SHALL RESTORE SUCH

TO ITS ORIGINAL CONDITION WITH NEW MATERIALS TO MATCH EXISTING.

17. INSTALL THE SPECIFIED FIRE STOPPING (SLEEVES, WRAP, CONDUIT, ETC.) AT RATED

CONSTRUCTION:

A. FIRE STOP ALL PENETRATIONS WHERE NEW DEVICES/LINES RELOCATING EXISTING

DEVICES/LINES PENETRATING FLOORS, CEILINGS AND OTHER RATED BARRIERS.

B. FIRE STOP ALL NEWLY CREATED PENETRATIONS WHERE EXISTING

DEVICES/LINES PENETRATE FLOORS, CEILINGS AND OTHER RATED BARRIERS. USE FIRE

APPROVED CAULKING AND FIRE STOPS (SEE SPECIFICATIONS).

18. ALL METAL STUD AND GYPSUM WALLBOARD PARTITIONS ARE DIMENSIONED TO THE OUTSIDE FACE

OF WALL AND TO THE COLUMN GRID UNLESS OTHERWISE NOTED.

19. ALL GYPSUM BOARD SHALL BE TYPE 'X' FIRE CODE GYPSUM BOARD MOLD AND MOISTURE

RESISTANT AT WALLS AND CEILINGS.

20. PROVIDE WOOD BLOCKING OR 16 GA. SHEET METAL BACKING PLATES IN ALL WALLS TO RECEIVE

WALL HUNG ACCESSORIES, SUCH AS EQUIPMENT, GRAB BARS, MILLWORK, COAT HOOKS, AND

DOOR STOPS, ETC. IF WOOD BLOCKING IS USED, PROVIDE AS FIRE-RESISTANT.

21. ALL ITEMS AND DEVICES, SUCH AS COVER PLATES, SWITCH PLATES, CONVENIENCE OUTLETS, DOOR STOPS, AND OTHER FINISH HARDWARE, ETC. SHALL BE REMOVED AND REINSTALLED AS PART OF

THE REFINISHING OF EXISTING WALLS INDICATED TO REMAIN.

22. THE CONTRACTOR SHALL WORK WITH THE CONDITIONS AS THEY EXIST AT THE SITE. ALL ABOVE CEILING CONDITIONS SHALL BE REVIEWED, AND MODIFICATIONS IDENTIFIED, COORDINATED, AND

INCORPORATED INTO THE SHOP DRAWING PROCESS. COORDINATE ALL ABOVE CEILING WORK TO

ENSURE A COMPLETE AND OPERATIONAL SYSTEM AT NO ADDITIONAL COST TO THE OWNER.

COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:

A. THE OWNER'S EQUIPMENT REQUIREMENTS.

B. THE CEILING SUPPORT SYSTEM.

C. THE MECHANICAL DUCTWORK SYSTEM.

D. THE LIGHTING FIXTURES.

E. ELECTRICAL WIRING AND CONDUIT SYSTEMS.

F. THE PLUMBING AND PIPING SYSTEMS.

G. THE COMMUNICATIONS SYSTEMS.

23. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO

DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS

DUE TO FAILURE TO REVIEW ENTIRE SET OF DOCUMENTS.

24. ALL NEW STUD WALLS AND GYPSUM BOARD SHALL EXTEND TO STRUCTURE UNLESS NOTED

OTHERWISE.

25. WHEN ALTERING THE BUILDING, IF STRUCTURAL INTEGRITY APPEARS TO BE IN QUESTION

CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT IMMEDIATELY.

26. ALL NEW CONSTRUCTION IS INDICATED BOLD OR FULL TONE UNLESS NOTED OTHERWISE.

27. WHEN WALL PARTITIONS OF DIFFERENT FIRE RATING INTERSECT, THE HIGHEST RATED

PARTITION TAKES PRECEDENT. MAINTAIN RATING BEHIND RECESSED AREAS IN WALLS.

28. ALL CORRIDOR WALLS ARE REQUIRED TO BE SMOKE TIGHT, WHETHER THEY ARE FIRE RATED OR

NOT. REPAIR AND EXTEND AT LEAST THE CORRIDOR SIDE OF NON-RATED CORRIDOR WALLS TO

STRUCTURE, UNLESS NOTED OTHERWISE, SEE WALL TYPES.

29. COORDINATE CONSTRUCTION REQUIREMENTS WITH MECHANICAL AND ELECTRICAL

DRAWINGS.

30. REVIEW AREAS OF WORK WITH COR FOR INFECTION CONTROL REQUIREMENTS. AREAS

REQUIRING CLASS I/CLASS II INFECTION CONTROL WILL REQUIRE APPROVAL BY THE COR PRIOR TO BEGINNING WORK. AREAS REQUIRING CLASS III/CLASS IV INFECTION CONTROL REQUIRE PERMITS FROM THE VA. SEE DIVISION 1 SPECIFICATION "SAFETY REQUIREMENTS-INFECTION CONTROL" FOR

DETAILED INFORMATION.

31. CONTRACTOR TO PROVIDE STOCK OF NEW CEILING TILES TO BE INSTALLED, BASED UPON 20% OF

TOTAL AREA OF EACH TYPE OF ACOUSTICAL TILE CEILINGS INDICATED TO BE REMOVED AND

REINSTALLED, TO REPLACE EXISTING DAMAGED ACOUSTICAL CEILING TILE. STOCK OF NEW CEILING

TILES WILL BE RETAINED BY THE MEDICAL CENTER, WITH THE CONTRACTOR DRAWING ON THE

STOCK FOR REPLACEMENT TILES. NEW CEILING TILES NOT INCORPORATED INTO THE WORK SHALL BE RETAINED BY THE OWNER FOR USE BY THE MEDICAL CENTER. SHOULD THE AMOUNT OF TILE

USED FOR REPLACEMENT EXCEED THE QUANTITY OF STOCK PURCHASED FOR AND PROVIDED TO

THE MEDICAL CENTER, THE CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL ACOUSTICAL

CEILING TILE AT AN ESTABLISHED UNIT PRICE PER FULL CASE OF CEILING TILE.

32. CONTRACTOR SHALL TURN OVER TO THE MEDICAL CENTER ALL UNDAMAGED CEILING TILE AND

SUSPENSION GRID THAT HAS REMOVED AND BEEN DETERMINED BY THE MEDICAL CENTER TO BE

SALVAGEABLE FOR FUTURE REPLACEMENT USE AT THE MEDICAL CENTER.

A

AB ANCHOR BOLT, AUGER BORING

ACT ACOUSTIC TILE

ACST ACOUSTIC

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ALC ALCOVE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ATS AUTOMATIC TRANSFER SWITCH

ABBREVIATIONS - SEE ADDITIONAL FINISH MATERIAL ABBREVIATIONS IN THE ROOM FINISH SCHEDULE MATERIAL LEGEND

B

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

B BOTTOM

BRG BEARING

BSMT BASEMENT

C

C CELSIUS

CAPTY CAPACITY

CC CENTER TO CENTER

CD CEILING DIFFUSER

CCT CUBICAL CURTAIN TRACK

CEM CEMENT

CG CORNER GUARD

CH CHILLER

CI CAST IRON, COURTYARD INLET

CIP CAST IRON PIPE

CIR CIRCULATING

CJ CONTROL JOINT

CKT CIRCUIT

CENTERLINE

CLN CLEAN

CLG CEILING

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CMU CONCRETE MASONRY UNITS

CND,C CONDUIT

CNDS CONDENSATE

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

COND CONDUCTOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONV CONVERTER

CP NONREINFORCED CONCRETE PIPE

CR CHAIR OR CRASH RAIL

CS CONCRETE SEALER/SURFACE

CT CERAMIC TILE, CURRENT TRANSFORMER,

COOLING TOWER

CTR CENTER, COOLING TOWER RETURN

CTS COOLING TOWER SUPPLY

CW COLD WATER

CPT CARPET

D

DEFS DIRECT - APPLIED FINISH SYSTEM

DET, DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DMPR DAMPER

DN DOWN

DP DISTRIBUTION PANEL

DS DOWNSPOUT, STORM DRAINAGE STRUCTURE

DW DOMESTIC WATER

DWG DRAWING

E

EA EACH

EF EACH FACE, EXHAUST FAN

EG EXHAUST GRILLE

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRIC, ELECTRICAL CLOSET

EMER EMERGENCY

EPDM ROOF MEMBRANE

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP JT EXPANSION JOINT

F

FA FIRE ALARM

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTENGUISHER

FEC FIRE EXTENGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FIG FIGURE

FIN FINISH

FL FLOOR, FLASHING, FLOW LINE

FLUOR FLUORESCENT

FR FRAME

FTG FOOTING

FXTR FIXTURE

G

GA GAUGE

GALV GALVANIZED

GFI GROUND FAULT INTERRUPT

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HGT,H HEIGHT, HUMIDIFIER

HB HOSE BIBB

HC HANDICAPPED

HDW HARDWARE

HORIZ HORIZONTAL

HR HOUR, HAND RAIL

HSKP HOUSEKEEPING

I

INT INTERIOR

INSUL INSULATION, INSULATED

INV INVERT

J

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JT JOINT

L

L LOUVER, LENGTH, LENGTH OF CURVE

LT LIGHT

LAV LAVATORY

M

M METER, MEGA

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET/MTL METAL

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MM,mm MILLIMETER

MOD. BIT. MODIFIED BITUMEN

MTD MOUNTED

MTG MOUNTING

MTL METAL

MMP MEMBRANE WATERPROOFING

MULL MULLION

N

NA NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW DRAIN

OPNG OPENING

OPP OPPOSITE

OVHD,OH OVERHEAD

P

P PIPE, POLE

PB PULL BOX

PAF POWDER ACTUATED FASTENER

PIV POST INDICATOR VALVE

PL PLATE

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PRELIM PRELIMINARY

PRIM PRIMARY

PT POINT, POINT OF TANGENT

PTN PARTITION

PVC POINT OF VERTICAL CURVE,

POLY VINYL CHLORIDE

PVMT PAVEMENT

R

R RADIUS, RISER, RUBBER SHEATH

RA RETURN AIR

RAD RADIUS

RB RESILIENT VINYL BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RECP RECEPTACLE

REINF REINFORCEMENT

REG REGULATOR, REGISTER

REQD REQUIRED

REV REVISION

RF ROOF, RETURN FAN

RHC REHEAT COIL

RM ROOM

RPM REVOLUTIONS PER MINUTE

RVT RESILIENT VINYL TILE

T

T TILE,TOP,TANGENT

T&B TOP AND BOTTOM

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

3/C THREE CONDUCTOR

3/P THREE POLE

3 WAY THREE WAY

TO TOP OF

TRANS TRANSITION

TS TOP OF STEEL, TOP OF STONE,

TOP OF SLAB

TV TELEVISION

TYP TYPICAL

U

UH UNIT HEATER

U.N.O. UNLESS NOTED OTHERWISE

V

V VENT,VOLT,VALVE

VA VOLT AMPRE

VAC VACUUM

VCT VINYL COMPOSITION TILE

VENT VENTILATING

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W

W WIDTH, WASTE, WATER,

WATT, WEST, WIRE,

WATER LINE STRUCTURE

WA WATT

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WHEEL CHAIR

WD WIDTH, WINDOW DIMENSION

WG WALL GUARD

WP WATERPROOF, WEATHERPROOF

WS WASTE STACK, WATER SURFACE,

WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

S

SAN SANITARY SEWER

SCH SCHEDULE

SD SPLITTER DAMPER, STORM DRAIN

SECT SECTION

SG SUPPLY GRILLE

SH SHEET

SIM SIMILAR

1 PH SINGLE PHASE

SL SLOPE

SP STATIC PRESSURE, SINGLE POLE

SPDT SINGLE POLE, DOUBLE THROW

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SQ SQUARE

SR SUPPLY REGISTER

SS SANITARY SEWER

ST STEAM, SINGLE THROW,

STREET, STAFF

STA STATION

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUP SUPPORT

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH, SIDEWALK

SWBD SWITCHBOARD

SWGR SWITCHGEAR

CL

K

KO KNOCK OUT

KVA KILOVOLT-AMPERE

KW KILOWATT

ARCHITECTURAL SYMBOLS

A101

DETAIL NUMBER

0 COLUMN NUMBER/GRID LINE

SHEET NUMBER

ARCHITECTURAL

WALL SECTION

WINDOW TYPE

1 Ref

R e f

1 Ref

R e f

ARCHITECTURAL

INTERIOR ELEVATIONS

DETAIL NUMBER

SHEET NUMBER

CENTER LINE

DIMENSION LINE

DOOR NUMBER SYMBOL

1"

EXISTING TO REMAIN

NEW CONSTRUCTION

EXISTING TO BE REMOVED

EXISTING TO REMAIN

1i

KEYNOTE - RENOVATION

WALL/ PARTITION TYPE

KEYNOTE - DEMOLITION PLANX

X

X

15-A888 X

SHEET NUMBER

DETAIL NUMBER

ARCHITECTURAL

BUILDING SECTION

DETAIL NUMBER

SHEET NUMBER

ARCHITECTURAL

DETAIL CALLOUT

DETAIL NUMBER

SHEET NUMBER

X

XXXX

X

XXXX

X

XXXX

ARCHITECTURAL

EXTERIOR ELEVATION

MATERIAL LEGEND

CAST-IN-PLACE CONCRETE

EARTH

EXISTING CONSTRUCTION

BRICK

GYPSUM

RIGID INSULATION

STEEL

STATEMENT OF BID ITEM(S)

(FROM PROJECT MANUAL SECTION 01 00 00 – GENERAL REQUIREMENTS)

A. BID ITEM #1 - GENERAL CONSTRUCTION: Provide all labor, material, and supervision for all work shown in the drawings and specifications and complete work within 180 calendar days.

B. DEDUCT ALTERNATES: Following is a list of Deduct Alternates. Provide pricing for deletion of Bid Items in the order shown.

1. BID ITEM #2 – DEDUCT ALTERNATE #1: Provide all work as shown in Bid Item #1, except Remove contingencies for hazardous materials abatement for roofing and removal of lead-based paint for items to be abandoned in place. Complete work within 180 calendar days.

2. BID ITEM #3 – DEDUCT ALTERNATE #2: Provide all work as shown in Bid Item #2, except delete installation of new window shades at all windows; delete low-energy power assist door operators at Doors 100 and 100A. Complete work within 180 calendar days.

3. BID ITEM #4 - DEDUCT ALTERNATE #3: Provide all work as shown in Bid Item #3, except delete work for installation of selected exterior windows in Rooms 109, 111, 120 and 121A;

replace with masonry/DEFS/spray foam insulation infill of exterior openings and light gauge metal framing GWB infill of interior openings. Complete work within 180 calendar days.

4. BID ITEM #5 – DEDUCT ALTERNATE #4: Provide all work as shown in Bid Item #4, except delete installation of normal-weight concrete floor leveling topping. Complete work within 180 calendar days.

5. BID ITEM #6 – DEDUCT ALTERNATE #5: Provide all work as shown in Bid Item #5, except delete installation of partition walls at Rooms 107, 108, 110, 111 and 112, and revise installation of suspended acoustical ceilings, fire protection, mechanical, electrical and telecommunications systems to provide for installation of systems furniture. Complete work within 180 calendar days.

6. BID ITEM #7 - DEDUCT ALTERNATE #6: Provide all work as shown in Bid Item #6, except delete work associated with installation of new domestic water recirculation system. Complete work within 180 calendar days.

7. BID ITEM #8 – DEDUCT ALTERNATE #7: Provide all work show in Bid Item #7, except delete work for connection of building HVAC controls to the campus BACnet system as described in the Construction Documents; Delete work associated with installation of new domestic water recirculation system. Complete work within 180 calendar days.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

STAMP

321 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 POC:

AH. INZ

6910 Pacific St #310

Omaha, NE 68106

Phone: 402.553.0234 POC:

IMEG Corp.

2882 106th Street

Des Moines, Iowa

Phone: 515.334.4303

POC:

AMI Enviromental

8802 S 135th Street

Omaha, NE 68138

Phone: 402.397.5001

POC:

BID SET

07/17/2019

Dwg. Of

C

L H

D C

\H o m e \t fi e s e lm a n

\R e v it

M o d e ls \R

-2

B

U

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D

IN

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A lt e rn a te tf ie s e lm a n A

G Y

.r v t

/2

/2

:1

:4

P

M

G-001

GENERAL NOTES,

ABBREVIATIONS & SYMBOLS

RENOVATE BUILDING 15

VAHCS MARION, IL

657A5-18-111

7/17/2019 AHT KRK / TJF

2 73

BID SET

Revisions: Date:

TRACK - T&B TRACK - T&B TRACK - T&B

TRACK - T&B

STRUCTURE

ABOVE

FIRE RATED SEALANT,

EA. SIDE, T&B

HEAD SLIP

CONNECTOR

FINISHED CEILING

ACOUSTIC BATTS

1 LAYER 5/8" GWB

EA. SIDE

PAF (.145) AT 32" OC

STRUCTURE

ABOVE

FIRE RATED SEALANT,

EA. SIDE, T&B

HEAD SLIP

CONNECTOR

FINISHED CEILING

ACOUSTIC BATTS

1 LAYER 5/8" GWB

EA. SIDE

PAF (.145) AT 32" OC

STRUCTURE

ABOVE

FIRE RATED SEALANT,

EA. SIDE, T&B

HEAD SLIP

CONNECTOR

FINISHED CEILING

ACOUSTIC BATTS

1 LAYER 5/8" GWB

EA. SIDE

PAF (.145) AT 32" OC

TRACK - T&B

6" METAL STUDS

@ (16" O.C.)

3 5/8" METAL STUDS

(16" O.C.)

3 5/8" METAL

STUDS (16" O. C.)

FINISH FLOOR FINISH FLOOR FINISH FLOOR

STRUCTURE

ABOVE

STRUCTURE ABOVE

HEAD SLIP

CONNECTOR

ACOUSTIC SEALANT,

EA. SIDE, T&B

FINISHED CEILING

ACOUSTIC BATTS

1 LAYER 5/8" GWB

(ONE SIDE ONLY)

PAF (.145) AT 32" O. C.

HEAD SLIP

CONNECTOR

ACOUSTIC SEALANT,

T&B

FINISHED

CEILING

ACOUSTIC

BATTS

1 LAYER 5/8" GWB

(ONE SIDE ONLY)

PAF (.145) AT 32" O. C.

3 5/8" METAL STUDS

(16 O. C.)

1 5/8" METAL STUDS

AT 16" O. C.

FINISH FLOOR FINISH FLOOR

SMOKE PARTION/FIRE & SMOKE

30-MIN RATED

SMOKE PARTION/FIRE & SMOKE

30-MIN RATED

1 HOUR FIRE BARRIER

UL 263 DESIGN U419

SBC SBD 1C C A1

STRUCTURE ABOVE

ACOUSTIC SEALANT,

T&B

FINISHED CEILING

1 LAYER 5/8" GWB

(ONE SIDE ONLY)

FINISH FLOOR

F

TRACK - T&B

STRUCTURE ABOVE

HEAD SLIP

CONNECTOR

ACOUSTIC SEALANT,

EA. SIDE, T&B

FINISHED CEILING

1 LAYER 5/8" GWB

(ONE SIDE ONLY)

PAF (.145) AT 32" O. C.

3-5/8" METAL STUDS

AT 16" O. C.

FINISH FLOOR

C1X

SPRAY FOAM INSUL.

EXIST EXTERIOR WALL

FURRED/INSULATED

EXISTING EXTERIOR WALL

FURRED

INTERIOR WALL -

MTL STUDS

FURRED INTERIOR WALL - DWC

OVER MASONRY OR CONC

SEE PLAN

EXIST WALL

EXIST CONC OR

MASONRY WALL

7/8" DWC AT 16" O. C.

VERT. (TYP) W/ PAF

AT 32" O. C. HORIZ. -

ALTERNATE PAF

BETWEEN T&B OF

CHANNEL

7/8" DWC AT

FINISHED CEILING

LEVEL

SHIM DWC AS REQ'D

FOR PLUMB WALL

SURFACE (TYP)

WALL TYPE NOTES:

1. NOT ALL WALL TYPES SHOWN IN THIS SCHEDULE MAY BE USED IN THE

PROJECT. REFER TO FLOOR PLANS FOR WALL TYPES USED. NOT ALL

WALL TYPES ARE SHOWN GRAPHICALLY ON THIS SHEET, SEE THE

SCHEDULE.

2. ALL NEW INTERIOR GWB SHALL BE 5/8" TYPE X MOISTURE AND MOLD

RESISTANT GWB UNLESS OTHERWISE NOTED. USE SOUND BOARD

WHERE INDICATED.

3. ALL NEW INTERIOR GWB ON RESILIENT CHANNELS SHALL BE 5/8" TYPE

C MOISTURE AND MOLD RESISTANT GWB.

4. ALL GWB TO BE SMOOTH FINISH THROUGHOUT, LEVEL 5 FINISH,

UNLESS NOTED OTHERWISE.

5. FIELD VERIFY DETAILED WALL CONSTRUCTION & REVIEW PLAN

LAYOUT WITH EXISTING CONDITIONS IN THE FIELD. WHERE FIELD

CONDITIONS CONFLICT WITH WALL CONSTRUCTION DETAILS, MODIFY

WALL CONSTRUCTION AS PER ARCHITECT'S DIRECTIVE AT NO

ADDITIONAL COST TO THE OWNER.

6. ALL WALL TYPES SHALL HAVE ACOUSTICAL SEALANT AT TOP, BOTTOM,

AND ALONG BOTH SIDES AND AT ALL OTHER CUTOUTS TO PREVENT

SOUND LEAKAGE.

7. CONSTRUCT ALL WALLS TO CONFORM TO THE DETAILED

REQUIREMENTS OF THE MOST-CURRENT EDITION OF UNDERWRITERS

LABORATORIES INC.'S "FIRE RESISTANCE DIRECTORY" AND THE

GYPSUM ASSOCIATION'S "FIRE RESISTIVE DESIGN MANUAL" GA-600,

CURRENT EDITION. APPLY GWB PER LISTED ASSEMBLY TO MEET

DETAILS OF ASSOCIATED UL DESIGN NUMBER.

8. WHERE WALLS ARE INDICATED TO BE FIRE RESISTIVE

CONSTRUCTION, TAPE ALL JOINTS, INCLUDING THOSE JOINTS ABOVE

CEILINGS.

9. ALL RATED WALLS SHALL BE CONTINUOUS WHEN INTERSECTED BY

WALLS OF LESSER OR NO RATING.

10. PROVIDE "MUD ON" CASING, TEAR AWAY, "L", OR "J" BEAD AT FRAMES,

CEILINGS AND OTHER OPENINGS AND TRANSITIONS AS REQUIRED. ALL

BEAD SHALL BE "MUD ON" TYPE UNLESS INDICATED OTHERWISE.

11. ACOUSTIC INSULATION AT 6" STUDS SHALL BE 6" THICK BATTS.

ACOUSTIC INSULATION AT 3-5/8" STUDS SHALL BE 3-1/2" THICK BATTS

MINIMUM.

12. (NOT USED)

13. PROVIDE TILE BACKER BOARD AND WATERPROOF MEMBRANE AT ALL

CERAMIC TILE-FACED WALLS.

14. DIMENSIONS ARE TO FACE OF GWB UNLESS OTHERWISE NOTED.

15. PROVIDE ABUSE-RESISTANT GWB UP TO THE CEILING AT ROOMS

DESIGNATED IN THE ROOM FINISH SCHEDULE, INCLUDING EXTERIOR

WALLS.

16. SEE INTERIOR ELEVATIONS AND FINISH PLANS FOR EXTENTS OF

CERAMIC TILE.

17. PROVIDE MTL STUD WALL BACKING CENTERED AT 3'-0" AFF & WHERE

REQ'D FOR ANCHORAGE OF WALL-MOUNTED ITEMS.

WALL PARTITION GENERAL NOTES:

A. ALL PARTITION FRAMING SHALL EXTEND FROM FLOOR TO FLOOR/ROOF

STRUCTURE ABOVE UNLESS NOTED OTHERWISE. REFER TO INDIVIDUAL

PARTITION TYPES FOR EXTENT OF GYPSUM WALLBOARD AND

ACOUSTICAL TREATMENT.

B. ALL BULKHEAD FRAMING SHALL EXTEND TO UNDERSIDE OF STRUCTURE

ABOVE WITH DIAGONAL METAL STUD BRACING AT 4'-0" ON CENTER

MAXIMUM. PROVIDE MINIMUM TWO BRACES PER BULKHEAD.

C. WHEN A PARTITION IS REQUIRED TO MEET A SPECIFIC FIRE RATED TEST

NUMBER OR STC TEST NUMBER THE SPECIFIC REQUIREMENTS OF THAT

TEST NUMBER SHALL SUPERSEDE ANY CONFLICTING NOTATION ON

THAT PARTICULAR DETAIL OR PARTITION TYPE.

D. ALL PARTITIONS WITH ACOUSTICAL BATT INSULATION SHALL BE

CONSIDERED "SOUND" PARTITIONS. ALL PENETRATIONS SHALL BE

SEALED WITH ACOUSTICAL SEALANT.

A - WALL TYPE PREFIXES - LIFE SAFETY RATING

B - FRAMING SIZES

A 1 5/8" STL STUDS

B 2 1/2" STL STUDS

C 3 5/8" STL STUDS

D 6" STL STUDS

E 6" STL RUNNERS TOP & BOTTOM W/ 2 1/2" STL STUDS EA. SIDE

(STAGGERED)

F 7/8" STL HAT CHANNEL FURRING

G CHASE WALL (SEE DETAIL)

H 2 1/2" C-H SHAFTWALL STL STUDS

C - WALL TYPE SUFFIXES - WALL TYPE MODIFIERS

1 WALL BOARD ON ROOM SIDE ONLY

P PARTIAL-HEIGHT WALL - SEE INT ELEVS/DTLS

R 1/2" STL RESILIENT CHANNEL

T TILE BACKER BOARD W/ CERAMIC TILE FINISH ON ROOM SIDE -

SEE INTERIOR ELEVS & ROOM FINISH PLANS FOR EXTENTS

T2 TILE BACKER BOARD W/ CERAMIC TILE FINISH BOTH SIDES -

SEE INTERIOR ELEVS & ROOM FINISH PLANS FOR EXTENTS

M METAL WRAPPED RIGID INSULATION PANELS

X EXTERIOR WALL CONSTRUCTION

CUT HORIZONTAL FASTENER

FROM METAL STUDS

FASTEN AT BOTH ENDS WITH

MINIMUM 4 SELF-TAPPING

SCREWS

METAL STUDS AT 16" O. C.

ISOMETRIC PLAN VIEW

NOTES:

1. CONTRACTOR SHALL COORDINATE LOCATIONS OF

HORIZONTAL FASTENERS

2. WALL BACKING SHALL BE USED AT ALL GRAB BARS, WALL

CABINETS, BUMPER/CRASH RAILS, ETC. U.N.O.

3. MINIMUIM GAGE FOR WALL BACKING TO BE 16 GA. U.N.O.

NOTES:

1. THIS DETAIL IS APPLICABLE TO ALL PARTITIONS WITH

ACOUSTICAL BATT INSULATION (SOUND PARTITION).

2. REFER TO WALL TYPES FOR ADDITIONAL INFORMATION.

3. REFER TO PARTITION HEAD DETAILS FOR DEFLECTION

CONSIDERATIONS.

ACOUSTIC BATT INSULATION

PER WALL TYPE

WALL FINISH AS SCHEDULED

WALL BASE AS SCHEDULED

CONTINUOUS ACOUSTIC

SEALANT UNDERNEATH

RUNNER AND BOTH SIDES OF

WALL; JAMB LOCATIONS ALSO

FLOOR FINISH AS SCHEDULED

FLOOR LINE

5/ 8"

FINISH FLOOR

STRUCTURE ABOVE

20 GA. LT GA STUD

BRACE TO STRUCTURE

AT 4'-0" O.C. MAX -

ATTACH TO TOP OF WALL

ACOUSTICAL BATT

INSULATION TO MIN 4'-0" FROM PARTITION

FINISHED CEILING

ACOUSTIC BATTS

3 5/8" METAL STUDS (16" O. C.)

1 LAYER 5/8" GWB EA. SIDE

PAF (.145) AT 32" O. C.

TRACK-T&B

CP

7/

8"

NON-RATED PARTIAL-HEIGHT WALL

CONC ROOF DECK

FIRESTOP EA. SIDE

DEFLECTION TRACK

GYP. BD. PER

WALL TYPE

ACOUSTIC BATTS

PER WALL TYPE

HEAD SLIP CONNECTOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

STAMP

321 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 POC:

AH. INZ

6910 Pacific St #310

Omaha, NE 68106

Phone: 402.553.0234 POC:

IMEG Corp.

2882 106th Street

Des Moines, Iowa

Phone: 515.334.4303

POC:

AMI Enviromental

8802 S 135th Street

Omaha, NE 68138

Phone: 402.397.5001

POC:

BID SET

07/17/2019

Dwg. Of

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D C

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\R e v it

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-2

B

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/2

/2

:1

:4

P

M

G-002

WALL TYPES & PARTITION

DETAILS

RENOVATE BUILDING 15

VAHCS MARION, IL

657A5-18-111

7/17/2019 AHT KRK / TJF

3 73

BID SET

SCALE: 1" = 1'-0"

B1

WALL TYPES

SCALE: 1 1/2" = 1'-0"

D1

WALL BACKING

SCALE: 3" = 1'-0"

D5

PARTITION BASE DETAIL

REFER TO DTL. F1/15-G-002 FOR NON-RATED PARTIAL HT WALLS

SCALE: 3" = 1'-0"

D4

PARTITION HEAD DETAIL

SCALE: N.T.S.

DN

R e fr ig e ra to r

DN

0 SB 0 SB0 SB 0 SB 0 SB

S

B S

B S

B S

B S

B S

B

S

B S

B S

B S

B S

B S

B

SS SSSS SS SS

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SB

SS

0 HZ

0 SB

SSSS

S S

S S

S S

S S

S S

S S

A

1 2 3

100 SF

PROJECT

ENGINEER

SUPERVISOR

100 SF/

202 SF

PLAN ROOM

200 SF/

203 SF

BREAK ROOM

318 SF

CONFERENCE

ROOM

300 SF/

41 SF

UNISEX STAFF

TLT

60 SF/

70 SF

UNISEX STAFF

TLT

80 SF/

102 SF

OI&T ROOM

101D

100 SF/

46 SF

HAC

60 SF/

26 SF

ALCOVE

101B

201 SF

MECHANICAL

101C

488 SF/

61 SF

STORAGE

60 SF/ 102 SF

ASST. CHIEF

ENGINEER

100 SF/ 102 SF

CHIEF ENGINEER

100 SF/ 100 SF

FACILITY

PLANNER

100 SF/ 96 SF

ENERGY

MANAGER

100 SF/

60 SF

MENS TOILET

60 SF/ 63 SF

WOMENS TOILET

60 SF/ 95 SF

M&O

SUPERVISOR

100 SF/

12 SF

CLOSET

100 SF

M&O

SUPERVISOR

100 SF/ 99 SF

M&O

SUPERVISOR

100 SF/ 98 SF

M&O

SUPERVISOR

100 SF/

154 SF

CORRIDOR

C01

54 SF

ADMIN OFFICE

ASST

56 SF/

114 SF

CORRIDOR

C01A

124 SF

CORRIDOR

C01B

177 SF

ELECTRICAL

105A

488 SF/

126 SF

CORRIDOR

C02

65 SF

VESTIBULE

17 SF

STEAM TUNNEL

101D

101C

104 105

112 111 110

108107103102

100A

C01CA

101CA

118 SF

PROJECT

ENGINEERS

EGRESS

121B

9 SF

SHOWER

118A

30 SF

VESTIBULE

C01C

105A

C01D

15 SF

STORAGE

C01D

B

169 SF

ENG.

CLERK/TRANS.MGR

101A

175 SF

LOBBY

502 SF

PROJECT

ENGINEERS

WORKSTATIONS

56 SF/

121B

E E

E

36"

36"

101C

3 1

1-50

TRAVEL DIST. TO EXIT = 55'

T R

A V E L

D

IS

T . T

O E

X

IT

9'

TRAVEL DIST. TO EXIT = 66'-4"

T R

A V

E L D

IS

T

. T O

E X

IT

' -7

5' -0

5' -4

/8

1-15

1-15

1 1

1 1

1 2

2 2 1 1

TRAVEL DIST. TO EXIT = 49'

2 2 **

2 *

2 *

2 *

2 *

1 2 *

11'-5 5/8"

5' -0

/8

25' -0

TRAVEL DIST. TO EXIT = 39'

TRAVEL DIST. TO EXIT = 55'

1-50

EXIT SEPARATION = 114'-9 7/8"

FEC

PROJECT

ENGINEERS

WORKSTATIONS

121A

CORRIDOR

C02A

NEW

PARTITION KEY

WALL

RATING DESCRIPTION

NFPA 2018

(EXIST. BUS)

NFPA 2018

(NEW BUS)

RATED UL

ASSEMBLES

OPENINGS

RATING RFRNC.

DAMPERS

TYPE RFRNC.

2 HR

BUILDING SEPARATION:

FIRE BARRIER

NOT

APPLICABLE

NOT

APPLICABLE

UL U412

UL U419

90 MIN

IBC 705.8

TABLE 715.4

FIRE

90 MIN

IBC 705.11

IBC 715.5.1

IBC 716.5.1

1 HR

OCCUPANCY / AREA SEPARATION:

FIRE BARRIER

NFPA 6.1.14

NFPA 8.2.3.1.2

NFPA 6.1.14

NFPA 8.2.3.1.2

45 MIN NFPA 8.2.3.2.3.1 (1)

IBC 706.7

NFPA 8.2.3.2.4.1

IBC 706.10

IBC 716.3.1

IBC 716.5.2

2 HR

OCCUPANCY / AREA SEPARATION:

FIRE BARRIER

NFPA 6.1.14

NFPA 8.2.3.1.2

NFPA 6.1.14

NFPA 8.2.3.1.2

UL U412

UL U419

90 MIN

NFPA 8.2.3.2.3.1 (1)

IBC 706.7

FIRE

90 MIN

NFPA 8.2.3.2.4.1

IBC 706.10

IBC 716.3.1

IBC 716.5.2

2 HR

1 HR

VERT. OPG. (EXIT ENCLSR/SHAFT)

FIRE BARRIER

(2 HR = 4 OR MORE STORIES)

(1 HR = LESS THAN 4 STORIES)

NFPA 39.3.1.1

NFPA 8.2.5.4

NFPA 38.3.1.1

NFPA 8.2.5.4

UL U412

UL U419

UL U415(B)

90 MIN

60 MIN

NFPA 8.2.3.2.3.1

IBC 715.4 / 714.2

NOT

ALLOWED

NFPA 1005.3.4.1

NFPA 1020.12

IBC 715.5.3

IBC 716.5.2

2 HR

1 HR

EXIT PASSAGEWAY (HORIZ)

FIRE BARRIER

NFPA 39.2.2.7

NFPA 7.2.6

NFPA 38.2.2.7

NFPA 7.2.6

90 MIN

60 MIN

NFPA 8.2.3.2.3.1

IBC 715.4 / 714.2

NOT

ALLOWED

NFPA 1005.3.4.1

NFPA 1021.5

1 HR

HAZ / INCIDENTAL USE

FIRE BARRIER

NFPA 38.3.2.1

NFPA 8.4.1.1

NFPA 38.3.2.1

NFPA 8.4.1.1

UL U412

UL U419

45 MIN

NFPA 8.2.3.2.3.1 (2)

IBC 706.7

IBC 715.4

FIRE

90 MIN

IBC 715.3.1

IBC 716.3.1

IBC 715.5.2

IBC 716.5.2

NR-

RESIST

SMK

HAZ / INCIDENTAL USE

SMOKE PARTITIONS (SPRINKLERED)

NFPA 8.4.1.2 NFPA 8.4.1.2

IBC 710.5.3

IBC 715.4.7.3

IBC 508.2.2.1

SEE

NOTE [B]

1 HR

1/2 HR

SUBDIVIDING SPACES

SMOKE BARRIER

NFPA 39.3.7.1 NFPA 38.3.7.1

NFPA 38.3.7.3

NFPA 8.3.4.2 (1)

IBC 709.5

SMOKE

90 MIN

SEE NOTE [A]

UL U412

UL U419

UL U415(A)

20 MIN

NFPA 8.3.5.1

IBC 709.8

IBC 716.5.5

SEE NOTE [C]

NR

SUITE SEPARATION

SMOKE PARTITIONS

NFPA 39.2.5 NFPA 38.2.5

NR SELF

OR AUTO

CLOSING

IBC 710.5.3

IBC 715.4.7.3

SEE

NOTE [B]

HORIZONTAL BUILDING SEPARATION

FIRE BARRIER

NOT

APPLICABLE

NOT

APPLICABLE

IBC 705.8

TABLE 715.4

FIRE

90 MIN

UL U412

UL U419 90 MIN

IBC 705.11

IBC 715.5.1

IBC 716.5.1

2 HR

LEGEND

BUILDING & LIFE SAFETY REQUIREMENTS

[A] DAMPERS ARE NOT REQUIRED IN DUCT PENETRATIONS OF SMOKE BARRIERS

WHERE HVAC SYSTEMS ARE FULLY DUCTED (39.3.7.3x2).

[B] AIR TRANSFER OPENINGS IN SMOKE PARTITIONS SHALL HAVE DAMPERS

(NFPA 8.2.4.4.3) (IBC 710.7).

[C] SMOKE DAMPERS ARE NOT REQUIRED WHERE OPENINGS IN DUCT ARE

LIMITED TO A SINGLE COMPARTMENT & DUCTS ARE MADE OF STEEL (IBC 716.5.5).

NOTES

SYMBOLS

NR SELF

OR AUTO

CLOSING

NO. OF OCC. EXISTING10

REQ'D. EXIT WIDTH

NO. OF OCC/

NO. OF EXIT

ACTUAL EXIT WIDTH

10/1 2" 34"

5 NO. OCC. EXITING

(SMALLER ROOMS)

AREA

MAXIMUM OCCUPANCY

1:50

OCC. LOAD FACTOR

FE FIRE EXTINGUISHER AND CABINET

FACP FIRE ALARM CONTROL PANEL

FSA FIRE SYSTEM ANNUNCIATOR ALARM

FAAP ANNUNCIATOR PANEL

PROPERTY LINE

STARTING

LOCATION

TRAVEL PATH

TRAVEL

DISTANCE

100'

(50)

EXITING

FE

FIRE EXTINGUISHER AND CABINET

E EXIT

OCCUPANCY LEGEND

BUSINESS - NON-CONCENTRATED USE - 100 SF / PERSON

BUSINESS - CONCENTRATED USE - 50 SF / PERSON

INCIDENTAL USE - 300 SF / PERSON

ASSEMBLY - NON-CONCENTRATED USE - 15 SF / PERSON

A

B

100 SF

FACILITY

PLANNER

100 SF/ 96 SF

ENERGY

MANAGER

100 SF/

63 SF

WOMENS TOILET

60 SF/

95 SF

M&O

SUPERVISOR

100 SF/

100 SF

M&O

SUPERVISOR

100 SF/ 99 SF

M&O

SUPERVISOR

100 SF/ 98 SF

M&O

SUPERVISOR

100 SF/

154 SF

CORRIDOR

C01

54 SF

ADMIN OFFICE

ASST

56 SF/

114 SF

CORRIDOR

C01A

124 SF

CORRIDOR

C01B

C01CA

30 SF

VESTIBULE

C01C

C01D15 SF

STORAGE

C01D

TRAVEL DIST. TO EXIT = 49'

2 *

5' -0

2 * 2 *

2 *

2 *

2 *2 *

OPEN WITH CUBICALS

TRUE

NORTH

PLAN

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

STAMP

321 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 POC:

AH. INZ

6910 Pacific St #310

Omaha, NE 68106

Phone: 402.553.0234 POC:

IMEG Corp.

2882 106th Street

Des Moines, Iowa

Phone: 515.334.4303

POC:

AMI Enviromental

8802 S 135th Street

Omaha, NE 68138

Phone: 402.397.5001

POC:

BID SET

07/17/2019

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15-GI101

LIFE SAFETY & CODE REVIEW

PLAN

RENOVATE BUILDING 15

VAHCS MARION, IL

657A5-18-111

7/17/2019 AHT TJF/KRK

4 73

BID SET

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

LIFE SAFETY & CODE REVIEW PLAN

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

LIFE SAFETY & CODE REVIEW PLAN - BUSINESS CONCENTRATED USE-DEDUCT ALTERNATE #5

* SEE PLAN 2/ 15-GI101 FOR DEDUCT ALTERNATE #5

CODE INFORMATION

I. BUILIDNG CONSTRUCTION

A. BUILDING CLASSIFICATION

1. OCCUPANCY CLASSIFICATION:

a. EXISTING BUILDING: B - BUSINESS

b. OCCUPANCY SEPARATION:

1. STORAGE ROOMS OVER 100 SF 1-HOUR

c. COMMON PATH LIMIT: 100FT

d. DEAD END LIMIT: 30FT

e. TRAVEL DISTANCE LIMIT: 200FT

f. FIRE DOOR AND GLAZING IN 1-HR WALL: 45 MIN

g. CORRIDOR WIDTH: 44” CLEAR MINIMUM

h. DOORS REQUIRED TO BE 3’0” WIDE MINIMUM, WITH OPENINGS TO BE SIZED APPROPRIATE TO

ACCOMMODATE ROOM FUNCTIONS.

i. INTERVENING ROOMS NOT PERMITTED, UNLESS THEY ARE ACCESSORY TO THE SPACE

SERVED, I.E. TOILET ROOMS.

j. 1-HOUR HAZARDOUS AREAS: STORAGE OVER 100 SF, 1-HOUR RATED FIRE-SMOKE BARRIER.

k. SUITE WALLS SHALL BE SMOKE PARTITIONS, NO FIRE RATING.

B. CONSTRUCTION TYPE

1. CONSTRUCTION TYP:

a. EXISTING, TYPE IA (332), REFERENCE NFPA 101.39.1.6.1 - RESERVED

(1B FIRE-SPRINKLED) (FOR REFERENCE)

1. HEIGHT - ALLOWABLE: UNLIMITED IBC TABLE 503

2. HEIGHT - ACTUAL: 1 STORY = 19'-0"

3. AREA - ALLOWABLE: UNLIMITED IBC TABLE 504

4. AREA - ACTUAL: 5,264 GSF

5. PROJECT AREA: 5,264 SF

C. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS -

TYPE IA (332): (IBC TABLE 601 PAGE 119, NFPA TABLE A.8.2.1.2 PAGE 404)

1. STRUCTURAL FRAME: CONCRETE 3-HR IBC TABLE 601 PAGE 119 & NFPA 101.A.8.2.1.2

(INCLUDING COLUMNS, TRUSSES, GIRDERS)

2. BEARING WALLS EXTERIOR: MASONRY 3-HR IBC TABLE 601 & NFPA 101.A.8.2.1.2

3. BEARING WALLS INTERIOR; (SUPPORT MORE THAN 1 FLR, COLUMNS, OR OTHER BEARING WALLS)

MASONRY 3-HR IBC TABLE 601 & NFPA 101.A.8.2.1.2

4. NON-BEARING WALLS - EXTERIOR (IBC TABLE 602)

LESS THAN 30' SEPARATION 1-HR IBC TABLE 602 & NFPA 101.A.8.2.1.2

GREATER THAN 30' SEPARATIN NON-RATED IBC TABLE 602 & NFPA 101.A.8.2.1.2

BUILDING SEPARATION - CLOSEST BUILDING IS APPROXIMATELY 33 FT TO THE WEST.

5. NON-BEARING WALLS & PARTITIONS - INTERIOR

NON-COMBUSTIBLE 0-HR IBC TABLE 601, NFPA 101.A.8.2.1.1.

6. NOT USED

7. ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS):

1 1/2-HR IBC TABLE 601 & NFPA 101.A.8.2.1.2

8. SHAFT ENCLOSURE: 1-HR (<4 STORIES) IBC TABLE 601 & NFPA 101.18.3.1

9. CORRIDORS:

CORRIDOR RESISTIVE RATING 0-HR IBC TABLE 1017.1

LIMIT THE TRANSFER OF SMOKE. EXISTING BUSINESS OCCUPANCIES - NO REQUIREMENTS FOR

CORRIDORS - PAGE 339 - NFPA 101.39.3.6.

10. OCCUPANCY SEPARATION (FIRE BARRIER): 2-HR NFPA 101.6.1.14.4.1(B)

11. INTERIOR FINISHES RATING CLASS 'B' IBC TABLE 803.4

12. PER 39.2.2.12.2 NFPA-EXISTING BUSINESS OCCUPANCIES AREAS OF REFUGE- IN BUILDINGS PROTECTED BY AN

APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM, IN ACCORDANCE WITH 101.9.7.1.1(1), TWO ROOMS OR SPACES SEPARATED FROM EACH OTHER BY SMOKE RESISTANT PARTITIONS IN ACCORDANCE WITH THE

DEFINITION OF AREA OF REFUGE IN 101.3.3.22 SHALL NOT BE REQUIRED.

D. EGRESS DISTANCES (MAXIMUM):

1. EXIT TRAVEL DISTANCE 200 FEET IBC TABLE 1016.1

ACTUAL MAX DISTANCE 111 FEET TO PRIMARY EXIT.

2. DEAD END CORRIDOR LENGTH 50 FEET IBC TABLE 601

ACTUAL DEAD END LENGTH 22 FEET

E. DOORS:

1. CORRIDORS/ SUITES: WD/HM FRAME RESIST THE PASSAGE OF SMOKE

NO REQUIREMENTS NFPA 101.39.3.6.

2. SMOKE PARTITIONS: WD/HM FRAME 20 MINUTE NFPA 101.8.3.4.2

TABLE 101.8.3.3.12.

3. SMOKE BARRIERS, 1 HOUR: WD/HM FRAME 20 MINUTE NFPA 101.8.3.4.2

4. FIRE BARRIERS, 1 HOUR: WD/HM FRAME 45 MINUTE NFPA 101.8.3.4.2

5. FIRE BARRIERS, 2 HOUR: WD/HM FRAME 90 MINUTE NFPA 101.8.3.4.2

F. OCCUPANT LOAD FACTORS WITH CALCULATIONS:

BASE BID W/ PRIVATE OFFICES

1. OCCUPANT LOAD FACTORS (NFPA TABLE 7.3.1.2

A. BUSINESS - CONCENTRATED USE (OPEN OFFICES): 50 SF / OCC.

1006 SF / 50 SF = 21 PEOPLE

B. ASSEMBLY - LESS CONCENTRATED USE: 15 SF / OCC.

517 SF / 15 SF / OCC. = 36 PEOPLE

C. BUSINESS - NON-CONCENTRATED USE: 100SF / OCC.

2,561 SF / 100 SF /OCC. = 26 PEOPLE

D. INCIDENTAL USE - MECHANICAL, HAC & OI&T ROOMS: 300SF / OCC.

522 SF / 300 SF / OCC. = 6 PEOPLE*

2. TOTAL OCCUPANCY AFTER RENOVATION: = 89 PEOPLE

*INCIDENTAL USE INCLUDES MECHANICAL ROOM (1 PERSON), OI&T ROOM (1 PERSON),

HAC CLOSET (1 PERSON) + 2 CLOSETS (2 PEOPLE)

DEDUCT ALTERNATE #5 W/ OPEN OFFICE AREA

1. OCCUPANT LOAD FACTOR (NFPA TABLE 7.3.1.2

A. BUSINESS - CONCENTRATION USE (OPEN OFFICES): 50 SF/ OCC.

2031 SF / 50 SF / OCC. = 41 PEOPLE

B. ASSEMBLY - LESS CONCENTRATED USE: 15 SF / OCC.

517 SF / 15 SF / OCC. = 36 PEOPLE

C. BUSINESS - NON-CONCENTRATED USE: 100 SF / OCC.

1,707 SF / 100 SF / OCC. = 18 PEOPLE

D. INCIDENTAL USE - MECHANICAL, HAC & OI&T ROOMS: 300 SF / OCC.

507 SF / 300 SF / OCC. = 5 PEOPLE

2. TOTAL OCCUPANCY AFTER RENOVATION = 100 PEOPLE

*INCIDENTAL USE INCLUDES MECHANICAL ROOM (1 PERSON), OI&T ROOM (1 PERSON),

HAC CLOSET (1 PERSON) + 1 CLOSET (1 PERSON)

G. SEISMIC DESIGN:

a. RENOVATION PROJECT MAY REQUIRE SEISMIC DESIGN CONSIDERATIONS FOR INSTALLATION OF NEW

SUSPENDED ACOUSTICAL CEILINGS AND FMEPT ITEMS.

b. CAMPUS IS LOCATED IN AN AREA THAT FALLS UNDER SEISMIC DESIGN CATEGORY ‘D’ (SS = 1.124G, S1 =

0.311G). NEED TO REVIEW WITH VA MARION ENGINEERING FOR CURRENT METHODS USED IN RENOVATIONS.

c. STATEMENT OF WORK DID NOT INCLUDE RETROFITTING OF PROJECT FOR STRUCTURAL SEISMIC UPGRADES.

NONE ARE BEING PURSUED AT THIS TIME.

H. BUILDING ENVELOPE/ OPAQUE THERMAL REQUIREMENTS:

a. ASHRAE 90.1-2013, ZONE 4 (TABLE 5.5-4):

1) ROOF: ATTIC R-30 CI.

2) EXTERIOR WALLS: MASS R-9.5 CI.

3) WALL BELOW GRADE: R-7.5 CI.

4) UNHEATED SLABS: R-15 FOR 24 IN.

5) HEATED SLABS: R-20 FOR 24 IN.

6) OPAQUE DOORS:

SWINGING U-0.500

NON-SWINGING U-0.500.

7) FENESTRATION/ VERTICAL GLAZING, 0% - 40% OF WALL:

I. METAL FRAMING, FIXED: U-0.42

II. METAL FRAMING, OPERABLE: U-0.50

III. METAL FRAMING, ENTRANCE DOOR: U-0.77

IV. SHGC: N-0.40

V. ASSEMBLY MINIMUM VT/SHGC: 1.10

b. IECC 2015: ZONE 4 (TABLES C402.1.3 (OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-FACTOR), C402.4 (BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC

REQUIREMENTS))

1) ROOF: ATTIC R-30CI.

2) EXTERIOR WALLS: MASS R-11.4CI.

3) WALL BELOW GRADE: R-10.0CI.

4) UNHEATED/HEATED SLABS: R-20 FOR 48”.

5) OPAQUE DOORS:

SWINGING U-0.450

NON-SWINGING U-0.450

6) FENESTRATION/ VERTICAL GLAZING, 0% - 40% OF WALL:

I. METAL FRAMING, FIXED: U-0.38

II. METAL FRAMING, OPERABLE: U-0.45

III. METAL FRAMING, ENTRANCE DOORS: U-0.77

IV. SHGC (PF < 0.2): SEW-0.40, N-0.53

V. SHGC (02.< PF < 0.5): SEW-0.48, N-0.58

VI. ASSEMBLY MINIMUM VT/SHGC: 1.10

APPLICABLE CODES & DESIGN STANDARDS

A. BUILDING CODES AND REGULATIONS (LATEST EDITIONS)

1. GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

a. MASTER CONSTRUCTION SPECIFICATIONS, PROGRAM GUIDE, PG-18-1

b. DESIGN AND CONSTRUCTION PROCEDURES, PG-18-3

c. STANDARD DETAILS, PG-18-4

d. EQUIPMENT GUIDE LIST, PG-18-5

e. EQUIPMENT REFERENCE MANUAL, PG-18-6

f. DESIGN MANUALS FOR APPLICABLE DISCIPLINES, PG-18-10

g. DESIGN GUIDES FOR SPACES AND GRAPHICS, PG-18-12

h. BARRIER FREE DESIGN GUIDE, PG-18-13 (SEE ITEM A.11 BELOW)

i. ENVIRONMENTAL COMPLIANCE MANUAL, PG-18-17

j. VA SUSTAINABLE DESIGN GUIDE

k. VA DIRECTIVES, DESIGN MANUALS AND DESIGN GUIDES

1) VA DESIGN ALERTS

2) VA QUALITY ALERTS

3) VA NATIONAL CAD STANDARD APPLICATION GUIDE AND BIM GUIDE

4) VA DRAWING TITLE BOX LAYOUT

5) VA AE DESIGN SUBMISSION REQUIREMENTS

6) VA DESIGN REVIEW CHECKLISTS

7) MINIMUM REQUIREMENTS FOR A/E SUBMISSIONS FOR MINOR AND MINOR MISCELLANEOUS PROJECTS, HANDBOOK H-18-15 VOLUME C

8) OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT DESIGN MANUAL, ARCHITECTURAL DESIGN MANUAL

9) VA MEDICAL CENTER MEMORANDUMS (MCM) (REQUEST FROM COR)

10) MANUAL FOR PREPARATION AND ISSUANCE OF CONSTRUCTION SOLICITATION AND CONTRACT DOCUMENTS

11) TECHNICAL SUMMARIES

12) ASBESTOS ABATEMENT DESIGN MANUAL

13) ELECTRICAL DESIGN MANUAL FOR HOSPITAL PROJECTS

14) FIRE PROTECTION DESIGN MANUAL

15) SEISMIC REQUIREMENTS

16) ESTIMATING MANUAL

17) VA FORM 10-6238 ESTIMATE WORKSHEET.

l. NATIONAL CODES AND STANDARDS (NFPA, NEC, NATL. PLUMBING CODE, EPA, OSHA, ETC.)

m. UNIFORM ACCESSIBILITY STANDARDS

2. NFPA AND VA FIRE PROJECTION MANUAL FOR FIRE PROTECTION.

3. NFPA 101 LIFE SAFETY CODE: ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES.

a. INTERNATIONAL BUILDING CODE (IBC): ITEMS NOT ADDRESSED IN NFPA 101, INCLUDING STRUCTURAL STRENGTH, SEISMIC

STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION.

4. NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

5. OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

6. JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS (JCAHO) REQUIREMENTS.

7. NATIONAL ELECTRICAL CODE (NEC)

8. INTERNATIONAL PLUMBING CODE (IPC)

9. ASME BOILER AND PRESSURE VESSEL CODE

10. ASME CODE FOR PRESSURE PIPING

11. AMERICAN WITH DISABILITIES ACT (ADA), ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA

SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

12. STATE OF ILLINOIS DEPARTMENT OF NATURAL RESOURCES’ STATE HISTORIC PRESERVATION AGENCY (IHPA)

13. U.S. DEPT. OF THE INTERIOR-NATIONAL PARKS SERVICE - THE SECRETARY OF THE INTERIOR’S STANDARDS FOR REHABILITATION & ILLUSTRATED GUIDELINES ON SUSTAINABILITY FOR REHABILITATING HISTORIC BUILDINGS.

14. THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE

VA MASTER CONSTRUCTION SPECIFICATION.

15. VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

16. SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

17. AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS (ASHRAE) STANDARD 90.1-2010, EXCEPT WHERE 90.1-2004 OR 90.1-2007 ARE REFERENCED OR ADOPTED BY SPECIFIC VETERANS AFFAIRS DESIGN AND CONSTRUCTION

PROCEDURES.

18. ENERGY POLICY ACT OF 2005 (EPACT) AND AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING

ENGINEERS (ASHRAE) STANDARD 90.1-2004 APPENDIX G.

19. EXTENDED INDUSTRY- STANDARD ARCHITECTURE (EISA) 2007 FOR NEW FACILITY FOSSIL FUEL GENERATED ENERGY

CONSUMPTION REDUCTION.

20. VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ). VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE

ENFORCEMENT PROCEDURES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

STAMP

321 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 POC:

AH. INZ

6910 Pacific St #310

Omaha, NE 68106

Phone: 402.553.0234 POC:

IMEG Corp.

2882 106th Street

Des Moines, Iowa

Phone: 515.334.4303

POC:

AMI Enviromental

8802 S 135th Street

Omaha, NE 68138

Phone: 402.397.5001

POC:

BID SET

07/17/2019

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15-GI102

LIFE SAFETY & CODE REVIEW RENOVATE BUILDING 15

VAHCS MARION, IL

657A5-18-111

7/17/2019 AHT KRK / TJF

5 73

BID SET

TABLE 2 - SUMMARY OF ASBESTOS MATERIALS TO BE ABATED

SHEET NO. DESCRIPTION FRIABLE EST. QTY. OF

ABATEMENT

15-1-HA102 FLOORING + MASTIC NO 510 SF

15-1-HA102 STUCCO SURFACING NO 570 SF

15-1-HA103 THERMAL SYSTEM INSULATION (TSI) YES 710 LF

15-1-HA103 TSI FITTINGS YES 60 EA.

TABLE 1 - SUMMARY OF LEAD-CONTAINING MATERIALS TO BE POTENTIALLY

IMPACTED

SHEET NO. DESCRIPTION PEELING OR

DELAMINATING EST. QTY.

15-1-HA101 STRUCTURAL STEEL NO NOT QUANTIFIED

15-1-HA101 PAINTED BLOCK WALLS NO 10,800 SF (BOTH SIDES)

15-1-HA101 PAINTED BRICK WALLS (EXTERIOR) NO 5,700 SF (INTERIOR SIDE

ONLY

15-1-HA101 STEAM PIPES NO 500 LF

15-1-HA101 ELECTRICAL CONDUIT NO 450 LF

15-1-HA101 DOWNSPOUTS NO 30 LF

15-1-HA101 ELECTRICAL BOXES NO 3 EA

15-1HA101 DOOR SILL PLATE NO 3 LF

GENERAL NOTES:

1. THESE DRAWINGS ARE DIAGRAMMATIC AND FOR GENERAL IDENTIFICATION OF ASBESTOS-CONTAINING MATERIALS (ACM) AND LEAD-BASED PAINT (LBP) SUBJECT TO REMOVAL OR DISTURBANCE. THEIR ACCURACY IS NOT GUARANTEED. LOCATIONS AND QUANTITIES SHOWN OF ACM AND LBP TO BE REMOVED ARE REPRESENTATIVE BASED ON RECENT AND PREEXISTING SITE SURVEY INFORMATION. THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL MATERIAL LOCATIONS AND REMOVAL QUANTITIES, AND EXISTING SITE CONDITIONS. NO CONTRACT MODIFICATIONS WILL BE CONSIDERED FOR UNEXPECTED SITE CONDITIONS OR ABATEMENT QUANTITIES. BY BIDDING THE PROJECT, THE ABATEMENT CONTRACTOR ACKNOWLEDGES AND ACCEPTS ALL RISKS ASSOCIATED WITH SITE CONDITIONS AND

CONCEALED ACMS.

2. ASBESTOS REMOVAL IS BEING PERFORMED PURSUANT TO RENOVATION OF THE PROJECT AREAS. REMOVE AND DISPOSE OF ALL ACM IN ACCORDANCE WITH APPLICABLE REGULATIONS, PROJECT SPECIFICATIONS, AND THE APPROVED ASBESTOS HAZARD ABATEMENT PLAN (AHAP). IF SUSPECT ACMS ARE ENCOUNTERED DURING CONSTRUCTION AND DEMOLITION THAT ARE NOT IDENTIFIED ON THE ASBESTOS ABATEMENT DRAWINGS, STOP WORK AND CONTACT THE PROJECT MANAGER AND VPIH.

3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS; PROJECT SPECIFICATIONS, THE APPROVED WORK PLAN, AND ACCEPTED INDUSTRY PRACTICE.

WHEN REQUIREMENTS OVERLAP OR CONFLICT, THE MOST STRINGENT REQUIREMENT SHALL APPLY.

4. DEMOLITION OF NON-ACM BUILDING MATERIALS MAY BE REQUIRED TO ACCESS REGULATED MATERIALS, INCLUDING, BUT NOT LIMITED TO, CABINETS, RAISED FLOORING, GYPSUM WALLBOARD, EXPANDED METAL OR WOOD LATH AND PLASTER WALLS AND CEILINGS, WALL FRAMING, CARPET, CERAMIC AND VINYL FLOOR COVERINGS, WOOD, ETC. THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF

NON-ACM MATERIALS AS NEEDED TO ACCESS REGULATED MATERIALS FOR ABATEMENT, AND FOR

COORDINATING THE LIMITS OF DEMOLITION AND ABATEMENT WITH THE GENERAL CONTRACTOR.

5. ALL COSTS ASSOCIATED WITH EXPLORATORY DEMOLITION AND DEMOLITION OF NON-ACM MATERIALS NEEDED TO ACCOMPLISH ABATEMENT SHALL BE INCLUDED IN THE ABATEMENT CONTRACTOR'S LUMP SUM PRICE FOR THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE CONSIDERED FOR THIS WORK.

ASBESTOS NOTES:

1. THE PROJECT AREA WAS RECENTLY SURVEYED FOR ACM. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED DECEMBER 17, 2018, FOR MORE INFORMATION ABOUT ACMS IDENTIFIED IN THE PROJECT AREA. AMI REPORT INCLUDES A COPY OF A PREVIOUS ASBESTOS SURVEY.

2. CONCEALED ACM PIPE INSULATION (TSI) MAY EXIST WITHIN WALLS AND CHASES AND ABOVE RIGID CEILINGS.

COORDINATE ACCESS WITH DEMOLITION DRAWINGS AND THE GENERAL CONTRACTOR. SOME EXPLORATORY DEMOLITION MAY BE REQUIRED TO DETERMINE IF CONCEALED ACM IS PRESENT. CONCEALED WINDOWS MAY

EXIST AND MAY CONTAIN ACM WINDOW GLAZING OR LEAD-BASED PAINT.

3. ESTABLISH REGULATED AREAS (RA) AND NEGATIVE PRESSURE ENCLOSURES (NPE) AND PERFORM REMOVAL IN ACCORDANCE WITH APPLICABLE SPECIFICATION SECTIONS: SEC 02 82 13.13, GLOVEBAG ASBESTOS ABATEMENT; SEC 02 82 11, TRADITIONAL ASBESTOS ABATEMENT; SEC 02 82 13.19, ASBESTOS FLOOR TILE AND MASTIC ABATEMENT; 02 82 13.31 ASBESTOS TRANSITE AND CLASS II ABATEMENT. FINALIZE LIMITS OF REGULATED AREAS, LOCATIONS OF NEGATIVE AIR MACHINES (NAM), PERSONAL DECONTAMINATION FACILITIES (PDF), AND WASTE DECONTAMINATION FACILITIES (WDF) BASED ON SITE CONDITIONS, BEST

PRACTICES AND PHASING REQUIREMENTS.

4. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER THAN -0.02” WCG PRESSURE. CONFIGURE AND PLACE NAMS AS NEEDED TO MAXIMIZE AIR MOVEMENT AND PREVENT DEAD AIR SPACE. COORDINATE NEGATIVE AIR DISCHARGE

LOCATIONS WITH GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE, AND VPIH, IF NEEDED.

5. TSI ABATEMENT FROM SECTIONS OF PIPE AND FITTINGS TO BE DEMOLISHED MAY BE PERFORMED USING GLOVEBAGS TO ACCOMPLISH WRAP AND CUT METHODS IF APPROVED BY THE GENERAL CONTACTOR.

COORDINATE WITH MECHANICAL DEMOLITION DRAWINGS AND THE MECHANICAL CONTRACTOR.

6. ROOF MAY CONTAIN ACM INSULATION OR FLASHING. SAMPLE PRIOR TO REMOVAL OR ASSUME AS ACM.

7. FIRE RATED DOORS MAY CONTAIN ASBESTOS. SAMPLE PRIOR TO REMOVAL OF ASSUME AS ACM.

PAINT CONTAINING LEAD:

1. LEAD-BASED PAINT (LBP) ARE PAINTS THAT CONTAIN LEAD ≥1.0 mg/m² or ≥ 0.5 PERCENT BY WEIGHT.