Att. 7 Addendum to Drawings-36C77623B0054.pdf

MED GAS MANIFOLDS

BS10B

622 SF

EMS EQUIPMENT

STORAGE

BS05B

SOILED LINEN

BS07

STORAGE

BS10

HAZARDOUS

STORAGE (RMW)

BS03

PUMP ROOM

BS05A

POWER WASH

BS05

COMPACTOR ROOM

BS10A

CORRIDOR

BCS03

CORRIDOR

BCS05

CORRIDOR

BCS03A

IT CLOSET

A. PROVIDE AN INFECTION CONTROL RISK ASSESSMENT BARRIER AROUND THE

PROJECT AREA AS APPROVED BY THE VHA COR. REFER TO SPECIFICATION

SECTION NO. 013526, SAFETY REQUIREMENTS.

B. ENSURE THAT EXISTING CONDITIONS WHICH ARE NOT IN CONTRACT REMAIN

UNDAMAGED THROUGHOUT THE DURATION OF CONSTRUCTION. ANY

DAMAGED EXISTING CONDITIONS MUST BE REPLACED IN-KIND.

C. REFER TO FIRE PROTECTION, MECHANICAL, ELECTRICAL , TELECOM, AND

PLUMBING SPECIFICATIONS AND DRAWINGS FOR OTHER DEMOLITION

INFORMATION & REQUIREMENTS.

D. OCCUPIED AREAS CANNOT HAVE MORE THAN 3 CEILING TILES OUT AT A TIME

(PUT TILE BACK AT NIGHT HOURS). REFER TO THE VAMC STANDARD

OPERATING PROCEDURES (SOP).

E. REMOVE, REFURBISH/CLEAN, PROTECT AND STORE FIXTURES TO BE

REINSTALLED.

F. VERIFY AND COORDINATE ANY ACCESS TO AND SCHEDULE OF ANY

REQUIRED UTILITY SHUT-OFFS TO ACCOMPLISH SCOPE OF WORK WITH VHA

COR FOURTEEN (14) DAYS PRIOR TO THE WORK BEING DONE

G. DO NOT REMOVE OR OTHERWISE MODIFY ANY BUILDING STRUCTURAL

COMPONENTS UNLESS APPROVED BY THE VHA COR.

H. WHERE EXISTING INTERIOR WALLS ARE REMOVED, INFILL DEPRESSIONS IN

FLOOR SLABS WITH CONCRETE TO BE FLUSH WITH ADJACENT FLOOR LEVEL.

I. REMOVE EXISTING FLOOR COVERINGS EXCEPT EXISTING TERRAZZO.

J. AFTER CEILINGS HAVE BEEN DEMOLISHED, CLEAN ALL PLUMBING,

MECHANICAL, AND ELECTRICAL ITEMS OF DUST AND DEBRIS. REPAIR AND

PATCH CONCRETE CEILINGS TO BE EXPOSED FOR FUTURE STAIN OR PAINT

FINISH.

9 10 11 11.1 11.2 11.7

A

B

C1

C

D

E

E.1

STAIR

BST05

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

IT CLOSET

IT CLOSET

9 9

9 9

11 11

22 22

25 26

25 26

ITEMS TO BE DEMOLISHED DEMOLITION SCOPE

DEMOLITION LEGEND

EXISTING TO REMAIN

DEMOLITION FLOOR FINISH

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

BLDG 01

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

AD110

ARCHITECTURAL DEMOLITION

PLAN BASEMENT LEVEL

IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

1. REMOVE VCT AND WALL BASE.

2. TERRAZZO FLOORING TO REMAIN.

3. TERRAZZO TO REMAIN; RESINOUS FLOOR COVERING ON TOP OF IT HAS

TESTED POSITIVE FOR LEAD AND WILL BE ABATED.

4. DEMOLISH FLOORING AND WALL BASE.

5. REMOVE EXISTING MANHOLE COVER AND ASSOCIATED EMBEDDED TRIM

RING IN FLOOR SLAB ; VERIFY VAULT UNDERNEATH IS COMPLETELY

ABANDONED AND FILL VAULT WITH CONCRETE.

6. EXISTING COMPACTOR SHUTOFF SWITCH TO REMAIN.

7. REMOVE DOOR AND FRAME.

8. REMOVE LOUVER, EXHAUST VENT, WINDOW, AND CAST STONE WINDOW

SILL.

9. REMOVE WALL.

10. REMOVE WALL FOR NEW DOOR OPENING.

11. REMOVE WALL FURRING.

12. SALVAGE SIGNAGE. REINSTALL AT SAME LOCATION.

13. EXISTING HOUSEKEEPING PAD TO REMAIN.

14. EXISTING GREASE INTERCEPTOR TO REMAIN.

15. EMERGENCY SHOWER TO BE RELOCATED.

16. REMOVE ACCESS DOOR FOR TRASH COMPACTOR (EQUIPMENT ITEM TIED

TO COMPACTOR).

17. REMOVE GUARD.

18. REMOVE FLOOR TILE TO EXTENT OF NEW CORRIDOR WALL LOCATION.

19. REMOVE FULL HEIGHT OF METAL PANEL WHERE EXISTING DRYER DUCT IS

REMOVED AND NEW DRYER DUCT IS INSTALLED. VERIFY PANEL WIDTH IN

FIELD.

20. REMOVE NON-RATED DAMAGED ACCESS PANEL IN 2 HOUR RATED WALL.

21. REMOVE TRENCH DRAIN, COORDINATE WITH PLUMBING

22. REMOVE FLOOR SLAB FOR NEW TRENCH DRAIN AND ASSOCIATED PIPING,

COORDINATE WITH PLUMBING

23. EXISTING WALL CONSTRUCTION IS RED BRICK MASONRY.

24. EXISTING WALL CONSTRUCTION IS STANDARD CMU MASONRY.

25. EXISTING WALL CONSTRUCTION IS CLAY TILE BRICK MASONRY.

26. EXISTING WALL CONSTRUCTION IS GLAZED CMU MASONRY.

24'12'6'3'1'-6"0'

P la n N or th

T ru e N or th

3/16" = 1'-0"

BASEMENT LEVEL DEMOLITION PLAN

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

1 ADDENDUM 1 09/25/2023

A-210 1

9 10 11 11.1 11.2 11.7

A

B

C1

C

D

E

E.1

STAIR

BST05

BS03

HAZARDOUS

STORAGE

PUMP ROOM

BS05A

BS05

POWER

WASH

ASH SILO

BSO5C

BS07

COMPACTOR

ROOM

BS10

MED GAS

MANIFOLDS

CORRIDOR

BCS05

BS07B

LAUNDRY

BUILDING 36

MED GAS

STOR

BS07A

GREASE

INTERCEPTOR

BS08

SOILED

LINEN

A-412 8

A-4139

A-412

A-4129

A-412

2 4

A-4119

A-310

A-310

A-310

BS05.1

BS03

B S

A5'

BS07

CORRIDOR

BCS03

BUILDING 19

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

M6A

M6A

F2A.A

F2A.A

F2A.A

F2A.A

IT CLOSET

6' - 8"

A-411

A-411

A-411

M6A

M6A

A-410

B S

BS08

BS09

ELEC

BS09

M6A

M8A

M8A

M6A

M6A

A-510

A-510

A-510

A-510

A-510

BS07C

EQMT

STORAGE

A-320

A-320

A-320

A-321

6'

8'

M8A

M8A

A-320

2' - 8"

2'

/4

3/

4"

6' - 8" 4' - 8"

1'

/4

7'

FEC

FEC

FEC

M8A.1

M8A.1

60' - 1"

9'

1"

B S

.2

SIM

SIM

12 13

A-540

/4

FEC

A. REFER TO FIRE PROTECTION, MECHANICAL, PLUMBING, AND ELECTRICAL

SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL INFORMATION AND

COORDINATION.

B. REFER TO SHEETS GI002 AND GI003 FOR ADDITIONAL INFORMATION.

C. FIRE-RESISTANCE RATED PARTITIONS TO EXTEND TO UNDERSIDE OF ONE

WAY BEAM AND SLAB CONCRETE STRUCTURE WITH JOINT SEALANTS AT TOP

OF PARTITION. REFER TO SPECIFICATION SECTION 061000 AND

SPECIFICATION SECTION 079200.

D. PAINT ALL EXPOSED CMU WALLS ABOVE FRP WALL PROTECTION PANELS

PNT-2.

E. SEAL ALL INTERIOR AND EXTERIOR WALL PENETRATIONS.

F. INFILL FLOOR WITH CONCRETE FLUSH TO ADJACENT FLOOR LEVEL WHERE

EXISTING WALLS WERE REMOVED.

G. EXISTING WALL FINISH IN POWER WASH ROOM BS05 IS CERAMIC GLAZED

FACING BRICK (CGFB-1); ASTRA-GLAZE-SW+ RECYCLED GLAZED CONCRETE

MASONRY UNITS; TRENWYTH 'SAND'; 7-3/4" X 15-3/4" SIZE. COMPANY CAN

MAKE CUSTOM COLORS IF THIS COLOR IS NO LONGER AVAILABLE AS A

STANDARD COLOR.

H. EXISTING METAL PANELS ON BUILDING 36 ARE SIMILAR TO FABRAL ULTRA

RIB EXPOSED FASTENER ROOFING AND SIDING PANEL; DARK BRONZE (BASIS

OF DESIGN). VERIFY IN FIELD.

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

BLDG 01

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

8:

A M

A-110

ARCHITECTURAL PLAN BASEMENT

LEVEL

IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

24'12'6'3'1'-6"0'

P la n N or th

T ru e N or th

3/16" = 1'-0"

BASEMENT LEVEL ARCHITECTURAL PLAN

1. ALIGN FACES OF NEW AND EXISTING MASONRY PARTITIONS.

2. ALIGN FACES OF NEW AND EXISTING GYPSUM BOARD PARTITIONS.

3. PATCH HOLE IN WALL FOR PREVIOUS DRAIN LINE. CERAMIC GLAZED FACED

BRICK CMU SURFACE TO MATCH ADJACENT WALL COLOR AND TEXTURE.

MATCH EXISTING GROUT COLOR.

4. NEW 6"X6" CONCRETE CURB WITH 42" AFF GUARD ATOP.

5. INFILL ABANDONED CONCRETE VAULT AND FLOOR SLAB VOID WITH

CONCRETE WHERE MANHOLE COVER AND TRIM RING WHERE REMOVED

AND FINISH TO MATCH ADJACENT FLOOR SURFACE. VERIFY LOCATION AND

SIZE IN FIELD.

6. LOCATION OF TRASH COMPACTOR/STORAGE UNIT.

7. EXISTING WALL FINISHES TO REMAIN. POWERWASH GLAZED MASONRY AND

GROUT SURFACES; REMOVE RUST STAINS; REPAIR ANY DAMAGE; SEAL

TILE/GLAZED MASONRY AND GROUT.

8. NEW OSHA COMPLIANT COMPACTOR DOORS (EQUIPMENT ITEM INTEGRAL

TO TRASH COMPACTOR).

9. NEW FULL HEIGHT METAL PANEL TO MATCH EXISTING ADJACENT AT

LOCATION OF REMOVED AND NEW (SEE MECH DWGS) DRYER VENT DUCT IN

BUILDING 36. VERIFY SIZES IN FIELD.

10. REINSTALLED EMERGENCY SHOWER/EYEWASH.

11. NEW FIRE RATED ACCESS PANEL (1.5 HOUR)TO REPLACE EXISTING

NON-COMPLIANT/DAMAGED ONE.

12. CONFINED SPACE TO ACCESS FIRE PROTECTION VALVE.

13. EXISTING FIRE PROTECTION VALVE ABOVE CEILING TO BE RELOCATED TO

STAIRWELL. SEE FIRE PROTECTION DRAWINGS.

14. NEW 42" AFF GUARD.

15. INFILL FLOOR SLAB TO MATCH EXISTING

16. NEW TRENCH DRAIN, REFER TO PLUMBING

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

1 ADDENDUM 1 09/25/2023

A

B

C1

C

D

E

E.1

STAIR

BST05

BS03

HAZARDOUS

STORAGE

BS05A

PUMP

ROOM

BS05

POWER

WASH

ASH SILO

BSO5C

BS07

COMPACTOR

ROOM

BS10

MED GAS

MANIFOLDS

CORRIDOR

BCS05

BS07B

LAUNDRY

BUILDING 36

MED GAS

STOR

BS07A

GREASE

INTERCEPTOR

BS08

SOILED

LINEN

CORRIDOR

BCS03

BUILDING 19

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

IT CLOSET

CG-02CG-02

CG-02

CG-02

CG-02CG-02

CG-02

CG-02CG-02

CG-02

CG-01

CG-02

CG-02

CG-02

CG-02CG-02

CG-02

CG-02CG-02

CG-02

BS07C

EQMT

STORAGE

CG-02 CG-02

CG-02

CG-02

CG-02 CG-02

CG-01CG-01

HR-1HR-1

EG-1EG-1

A-550

CG-01CG-01

CG-01CG-01

4" 5' - 2"

3'

3'

DASH-DOT

LINETYPE IS FRP

PANEL, TYP. SEE

INTERIOR

ELEVATIONS.CG-02

CG-02

THIS SYMBOL IS FOR HANDRAILS

(HERE TO ALLOW ELECTRICAL

CORD ACCESS TIGHT TO WALL).

TYPICAL: REFER TO ELEVATIONS

FOR LOCATIONS AND MOUNTING

HEIGHTS OF WALL PROTECTION.

CG-01CG-01

A. ALL OUTSIDE CORNERS WITHIN EMS AND MEDICAL GAS AREAS ARE TO HAVE

CG-02, AND ALL OUTSIDE CORNERS AT NEW AND EXISTING PARTITIONS IN

CORRIDOR TO HAVE CG-01.

B. NEW CORRIDOR WALLS OUTSIDE SITE WASTE MANAGEMENT TO MATCH

EXISTING ADJACENT FINISHES INCLUDING PAINT FINISH, WALL BASE, AND

WALL PROTECTION CRASH/BUMPER RAILS.

C. GYPSUM BOARD CEILINGS AND SOFFITS ARE TO BE GLASS MAT FACED

GYPSUM BOARD. REFER TO SPECIFICATION SECTION 092900.

D. ALL METAL PAINTED SURFACES SHALL BE SHOP OR MANUFACTURER

FINISHED WITH PVDF ('KYNAR') COATING.

E. PARTITIONS WITHIN EMS ARE MEDICAL GAS AREAS, WITH THE EXCEPTION OF

THE POWER WASH ROOM, ARE TO BE CLAD WITH 10'-0" TALL OR FULL HEIGHT

(WHERE CEILINGS ARE BELOW 10'-0" AFF) FRP WALL PROTECTION PANELS.

REFER TO INTERIOR ELEVATIONS. CMU SUBSTRATE BEHIND FRP TO BE

SMOOTHED WITH FILLER. FRP PANELS TO HAVE MATCHING PLASTIC DIVIDER

STRIPS AND END CAPS.

F. CRASH AND HAND RAILS AS INDICATED ON PLAN AND INTERIOR ELEVATIONS.

G. FLOORING TYPE TRANSITIONS AT DOORS ARE TO BE TO THE CENTERLINE OF

DOOR.

H. REPLACE ANY DAMAGED FLOORING IN EXISTING CORRIDORS TO MATCH

EXISTING ADJACENT.

I. RESINOUS FLOORING TO BE CONTINUOUS OVER AND ON CONCRETE CURBS

AND HOUSEKEEPING PADS (RES-1 AND RESB-1).

EXISTING RESILIENT

TILE FLOORING

SC-1 SEALED CONCRETE

RES-1 RESINOUS FLOORING

FINISH FLOOR LEGEND

VCT-1 NEW RESILIENT TILE

FLOORING TO MATCH EXISTING

EXISTING RESILIENT SHEET

FLOORING

LVT-1 NEW RESILIENT SHEET

FLOORING TO MATCH EXISTING

INTERIOR FINISH LEGEND

FLOORING

LVT-1 TO MATCH EXISTING ADJACENT: LUXURY VINYL TILE; TANDUS

CENTIVA EVENT SERIES CLASSIC STONE OKARA GRAY ECL 7126

RES-1 RESINOUS FLOORING; DUR-A-FLEX POLY-CRETE MDQ Q28-23,

ARMOR TOP GLOSS

RES-2 RESINOUS FLOORING; DUR-A-FLEX POLY-CRETE MDQ Q28-17,

ARMOR TOP GLOSS (FOR YELLOW BORDER AT EMERG. SHOWER)

SC-1 SEALED CONCRETE

VCT-1 TO MATCH EXISTING ADJACENT: VINYL FLOOR TILE; ARMSTRONG

STANDARD EXCELON IMPERIAL TEXTURE COTTAGE TAN 51830

BASE

RB-1 RESILIENT BASE; TO MATCH EXISTING ADJACENT (ROPPE P193

BLACK BROWN, VIF); 4" TALL

RB-2 RESILIENT BASE; ROPPE P193 BLACK BROWN, VIF); 6" TALL

RESB-1 BUILT-UP RESINOUS FLOORING; 6" TALL ; DUR-A-FLEX POLY-CRETE

MDQ Q28-23, ARMOR TOP GLOSS ; ZINC CAP STRIP

CEILING

AT ARMSTRONG - WHITE / TEGULAR - CIRRUS #584

PNT-1 SHERWIN WILLIAMS - SW7036 ACCESSIBLE BEIGE

PNT-2 SHERWIN WILLIAMS - SW6105 DIVINE WHITE

WALLS

CGFB-1 ASTRA-GLAZE-SW+ RECYCLED GLAZED CMU; TRENWYTH 'SAND'

PNT-1 SHERWIN WILLIAMS - SW7036 ACCESSIBLE BEIGE

PNT-2 SHERWIN WILLIAMS - SW6105 DIVINE WHITE

WALL PROTECTION

CG-01 CORNER GUARD, RESIN, FULL HEIGHT. TO MATCH EXISTING

CG-02 CORNER GUARD, FULL HEIGHT. STAINLESS STEEL, 304, #4 FINISH

EG-1 END GUARD, FULL HEIGHT. STAINLESS STEEL, 304, #4 FINISH

CR-1 CRASH RAIL, RESIN. INPRO - NUTREE BLACK; 8" TALL

HR-1 HAND RAIL, RESIN. INPRO - BLACK, 5 1/2" TALL

FRP-1 FIBERGLASS WALL PROTECTION, CLASS A, .090" THICK, FULL

HEIGHT, MARLITE FRP P-145 SILVER

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

BLDG 01

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-130

ARCHITECTURAL FINISH PLAN

BASEMENT LEVEL

IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

24'12'6'3'1'-6"0'

P la n N or th

T ru e N or th

3/16" = 1'-0"

BASEMENT LEVEL INTERIOR FINISHES PLAN

1. 4" WIDE YELLOW BORDER INTEGRAL PART OF RESINOUS FLOORING

SYSTEM.

2. NEW RESILIENT FLOORING TO MATCH EXISTING ADJACENT.

3. GUARD TO BE STEEL WITH PVDF ('KYNAR') FINISH.

4. NEW ACCESS DOORS FOR COMPACTOR TO BE STEEL WITH PVDF ('KYNAR')

FINISH.

5. EXISTING EXPANSION JOINT. PROTECT.

6. TOUCH UP ANY DAMAGED FINISHES IN STAIR WELL AFTER FIRE

PROTECTION VALVE IS RELOCATED..

7. NEW ACCESS PANEL PAINT COLOR TO MATCH ADJACENT WALL.

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

1 ADDENDUM 1 09/25/2023

B

C1

C

D

E

E.1

STAIR

BST05

HAZARDOUS

STORAGE

BS03

PUMP ROOM

BS05A

POWER WASH

BS05

ASH SILO

BSO5C

COMPACTOR ROOM

BS07

MED GAS MANIFOLDS

BS10

CORRIDOR

BCS05

LAUNDRY

BS07B

BUILDING 36

MED GAS STOR

GREASE

INTERCEPTOR

BS07A

SOILED LINEN

BS08

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN

CONTRACT

IT CLOSET

CORRIDOR

BCS03

BS07C

EQMT

STORAGE

ELEC

BS09

M2028

M2071

M2205

M2400 M2300

M2100

K3421 K3422K3422

M2015

M2026

M2027 M2027M2025 M2117

M2081

F0510

M2015

M2200

M2650

M2652

M2016

F2020

A5135

FEC

FEC

FEC

M2081

FEC

K9300

K2021

K2022K2022

A5082

A5077

A5082

A5077 A5082

A5070 A5077

A5077

A5077

A5077

A5077

A5077

IN0404

IN0404

IN0404

IN0404

IN0404

IN0404

IN0404

IN0404

7 7

IN0404

IN0404

IN0404

IN0131

IN0131

CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

EQUIPMENT LEGEND

GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED/

CONTRACTOR ROUGH-IN

GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

EQUIPMENT ITEMS

GRAPHIC REPRESENTATION

CF/CI =

GF/CI =

GF/CR =

GF/GI =

A. INFORMATION SHOWN IS DIAGRAMMATIC AS NOT ALL EQUIPMENT

SPECIFICATIONS ARE KNOWN.

B. REFER TO ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS AND

SPECIFICATIONS FOR UTILITY CONNECTIONS FOR EQUIPMENT.

C. REFER TO EQUIPMENT SCHEDULE FOR INDIVIDUAL EQUIPMENT ITEMS AND

REQUIREMENTS.

D. EQUIPMENT ITEMS THAT ARE GFGI ARE INSTALLED FOR COORDINATION

INFORMATION ONLY.

E. MEDICAL GAS MANIFOLDS SHALL BE INSTALLED BY INDIVIDUALS QUALIFIED

AND CERTIFIED PER NFPA 99 AND ASSE 6000 SERIES.

F. MEDICAL GAS MANIFOLDS SHALL BE INSPECTED, TESTED, AND CERTIFIED BY

A QUALIFIED PARTY OTHER THAN THE MEDICAL GAS INSTALLER.

QUALIFICATIONS ARE PER NFPA 99 AND ASSE 6000 SERIES.

G. ROOM IDENTIFICATION SIGNS TO BE 5'-0" TO TOP OF SIGN AND 2" FROM

EDGE OF DOOR FRAME PER VA STANDARDS. FIRE DOOR, WARNING, OR

OTHER GRAPHIC SIGNS ON DOORS TO BE SAME HEIGHT BUT CENTERED IN

DOOR WIDTH. SIGNS ABOVE FIRE EXTINGUISHERS TO BE 6'-8" TO BOTTOM OF

SIGN AND CENTERED OVER FIRE EXTINGUISHER CABINET.

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

BLDG 01

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-140

ARCHITECTURAL EQUIPMENT PLAN

& SCHEDULE BASEMENT LEVEL

IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

24'12'6'3'1'-6"0'

P la n N or th

T ru e N or th

3/16" = 1'-0"

BASEMENT LEVEL EQUIPMENT PLAN

1. EXISTING COMPACTOR SHUT OFF SWITCH TO REMAIN IN THIS LOCATION.

2. RELOCATED EMERGENCY SHOWER/EYEWASH

3. EXISTING MEDICAL GAS MANIFOLDS REINSTALLED IN RENOVATED ROOM

(BY CONTRACTOR). FOR CARBON DIOXIDE AND NITROGEN.

4. EXISTING GREASE INTERCEPTOR TO REMAIN IN OPERATION DURING

CONSTRUCTION.

5. EMPTY MEDICAL GAS CYLINDERS.

6. NEW MEDICAL GAS MANIFOLD REINSTALLED IN RENOVATED ROOM (CF/CI).

FOR NITROUS OXIDE.

7. WARNING SIGNS FOR MEDICAL GAS CONTAINING ROOMS (IN-01.16.02

SERIES PER VA TIL PG-18-10) AS DIRECTED BY VA COR AND VA INTERIOR

DESIGNER.

8. REINSTALL SALVAGED EXISTING SIGNAGE AT SAME LOCATION.

EQUIPMENT SCHEDULE

JSN DESCRIPTION WIDTH DEPTH HEIGHT

NEW /

EXISTING SOURCE MOUNTING PLUG-IN

GFCI

OUTLET

WATER

CONNECTION DRAIN

A5070 HAND SOAP DISPENSER 0'-6" 0'-3" 0'-10" NEW GF/CI

(INSTALL)

WALL-MOUNTED N/A N/A N/A N/A

A5077 HAND SANITIZER DISPENSER 0'-5" 0'-4" 0'-10" NEW GF/CI

(INSTALL)

WALL-MOUNTED N/A N/A N/A N/A

A5082 PAPER TOWEL DISPENSERR 1'-0" 0'-7" 1'-0" NEW GF/CI

(INSTALL)

WALL-MOUNTED N/A N/A N/A N/A

A5135 MOP HOLDER, RAG HOOKS, STAINLESS STEEL 2'-10" 0'-8" 1'-1" NEW CF/CI WALL-MOUNTED N/A N/A N/A N/A

F0510 SOILED LINEN TRANSPORT CARTS 6'-0" 2'-2" 6'-0" EXISTING GF/GI N/A N/A N/A N/A N/A

F2020 44 GALLON ROUNDS BINS FOR HAZARDOUS (RED BAG)

WASTE

2'-1" 2'-1" 2'-9" EXISTING GF/GI N/A N/A N/A N/A N/A

IN0131 SIGN, PERPENDICULAR TO WALL, FIRE EXTINGUISHER 0'-6" 0'-2" 0'-8" NEW GF/CI

(INSTALL)

WALL-MOUNTED N/A N/A N/A N/A

IN0404 SIGN, ROOM IDENTIFICATION 0"-7" 0"-1/4" 0-8" NEW GF/CI

(INSTALL)

WALL-MOUNTED N/A N/A N/A N/A

K2021 WASHING MACHINE DETERGENT DISPENSER PUMP 2'-0" 1'-0" 1'-0" EXISTING GF/CI

(INSTALL)

WALL-MOUNTED PLUG-IN GFCI (ELEC) WATER DRAIN

K2022 CHEMICAL PUMPS AND STORAGE; FOR DRAIN CLEAN

OUT

0'-5" 0'-3" 0'-6" EXISTING GF/GI WALL-MOUNTED PLUG-IN GFCI (ELEC) N/A DRAIN

K3421 WALL MOUNTED HOSE REEL, PERPENDICULAR TO WALL

UNIT

0'-9" 1'-6" 1'-6" EXISTING GF/CI

(INSTALL)

WALL-MOUNTED N/A N/A WATER DRAIN

K3422 WALL MOUNTED HOSE REEL, PARALLEL TO WALL UNIT 0'-10" 2'-0" 2'-0" EXISTING CG/CI WALL-MOUNTED N/A N/A WATER DRAIN

K9300 WALL MOUNTED POWER WASHER, NEW REPLACEMENT

SIMILAR TO EXISTING

1'-0" 2'-6" 1'-0" NEW GF/CI

(INSTALL)

WALL-MOUNTED PLUG-IN GFCI (ELEC) WATER DRAIN

M2015 FLAMMABLES CABINET, FULL HEIGHT, DOUBLE DOOR,

NOT VENTED

3'6" 1'-6" 5'-5" EXISTING GF/CI

(INSTALL)

N/A N/A N/A N/A N/A

M2016 FLAMMABLES CABINET, PARTIAL HEIGHT, SINGLE DOOR,

NOT VENTED

2'-0" 1'-10" 3'-0" EXISTING GF/GI N/A N/A N/A N/A N/A

M2025 MEDICAL GAS CYLINDER METAL STORAGE RACKS WITH

NYLON STRAPS, 2X3

2'-6" 3'-2" 4'-3" NEW GF/GI N/A N/A N/A N/A N/A

M2026 MEDICAL GAS CYLINDER METAL STORAGE RACKS WITH

NYLON STRAPS, 3X3

3'-8" 3'-2" 4'-3" NEW GF/GI N/A N/A N/A N/A N/A

M2027 MEDICAL GAS CYLINDER METAL STORAGE RACKS WITH

NYLON STRAPS, 4X3

4'-10" 3'-2" 4'-3" NEW GF/GI N/A N/A N/A N/A N/A

M2028 STORAGE HOOKS FOR MEDICAL GAS CYLINDER CAPS 2'-0" 0'-10" 5'8" NEW GF/CI

(INSTALL)

WALL-MOUNTED N/A N/A N/A N/A

M2071 INDUSTRIAL HEAVY DUTY SHELVING UNIT, STEEL, SOLID

SHELVES

6'-0" 1'-6" 5'-10" EXISTING GF/GI N/A N/A N/A N/A N/A

M2081 SHELVING, WALL MOUNTED, SOLID SHELF, HEAVY DUTY,

STAINLESS STEEL

3'-0" 1'-6" 4'-0" NEW CF/CI WALL-MOUNTED N/A N/A N/A N/A

M2100 SHELVING, WIRE RACK, STAINLESS STEEL, ON CASTERS 5'-0" 1'-9" 5'-8" EXISTING GF/GI N/A N/A N/A N/A N/A

M2117 E-CYLINDER CART 2'-0" 2'-8" 2'-10" NEW GF/GI N/A N/A N/A N/A N/A

M2200 TRASH COMPACTOR, VERTICAL, WITH STORAGE

CONTAINER

5'-11" 25'-0" 8'-9" NEW GF/GI N/A HARDWIRED GFCI (ELEC) N/A N/A

M2205 HORIZONTAL CARDBOARD BALER 6'-6" 3'-1" 8'-0" NEW GF/GI N/A PLUG-IN GFCI (ELEC) N/A N/A

M2300 INDUSTRIAL FRONT LOAD WASHING MACHINE 3'-10" 5'-4" 7'-2" EXISTING GF/GI N/A PLUG-IN GFCI (ELEC) WATER DRAIN

M2400 INDUSTRIAL FRONT LOAD DRYER 3'-6" 4'-0" 5'-0" EXISTING GF/GI N/A PLUG-IN GFCI (ELEC) N/A N/A

M2650 FLOOR SCRUBBER, WALK BEHIND, BATTERY OPERATED 1'-8" 3'-10" 2'-10" EXISTING GF/GI N/A PLUG-IN GFCI (ELEC) N/A N/A

M2652 FLOOR SCRUBBER, RIDE ON, BATTERY OPERATED 3'-10" 7'-4" 4'-10" EXISTING GF/GI N/A PLUG-IN GFCI (ELEC) N/A N/A

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

1 ADDENDUM 1 09/25/2023

B

/4

1/4" / 1'-0"

/4

1/4" / 1'-0"

/4

A-150

A. REFER TO FIRE PROTECTION, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION AND COORDINATION.

B. REFER TO SHEETS GI002 AND GI003 FOR ADDITIONAL INFORMATION.

C. NEW MATERIALS, INCLUDING MASONRY BRICK AND GROUT AND METAL

FINISHES, ARE TO MATCH EXISTING ADJACENT.

D. PHASING OF CONSTRUCTION AND DEMOLITION AT THE EXTERIOR SHALL BE

AS SUCH AS TO MINIMIZE DISRUPTION TO DAILY OPERATIONS.

E. EXISTING EXTERIOR SURFACES WITHIN SCOPE OF PROJECT WORK SHALL BE

POWERWASHED AND REPAIRED.

F. ROOFING MODIFICATIONS SHALL COMPLY WITH THE EXISTING ROOFING

MANUFACTURER'S ROOFING WARRANTY. WORK THAT VOIDS THE EXISTING

ROOF WARRANTY WILL NOT BE ACCEPTABLE. PROPOSED MODIFICATIONS TO

THE ROOF TO ACCOMODATE NEW WORK SHALL BE APPROVED BY THE

EXISTING ROOF SYSTEM MANUFACTURER PRIOR TO BEGINNING ANY ROOF

DEMOLITION OPERATIONS. PROVIDE MATERIALS, LABOR, AND INSTALLATION

PROCEDURES THAT WILL MAINTAIN THE EXISTING ROOF WARRANTY.

G. THE SCOPE OF THE WORK WILL INVOLVE REPAIRING THE EXISTING TPO

ROOF MEMBRANE AND PERIMETER FLASHING THAT IS AFFECTED BY

MECHANICAL EQUIPMENT INSTALLATION. THE TPO AREA OF ROOF IN

VICINITY OF NEW WORK IS TO BE POWER WASHED CLEAN PRIOR TO THE

INSTALLATION OF THE NEW WALKWAY PADS.

A

A-150

A-150

COORDINATE W/ MECH

(~ 6')

COORDINATE W/ MECH

C O

O R

D

IN

A T

E W

/ M E

C H

0'

C O

O R

D

IN

A T

E W

/ M E

C H

E Q

E Q

E Q

E Q

FIRST LEVEL

13' - 2 1/4"

A-150 A-150

A-150

FIRST LEVEL

13' - 2 1/4"

A

A-150

28 23

COORDINATE W/ MECHANICAL

COORDINATE W/ MECHANICAL

6" M

IN

1'

M

IN

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

BLDG 01

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-150

ARCHITECTURAL ROOF PLAN IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

24'12'6'3'1'-6"0'

P la n N or th

T ru e N or th

3/16" = 1'-0"

ARCHITECTURAL ROOF PLAN BUILDING 2 LEVEL 2

1. EXISTING DOOR TO ROOF.

2. EXISTING METAL STAIRS (NIC).

3. EXISTING WALKWAY PAD.

4. EXISTING MASONRY PARAPET AND COPING (NIC).

5. EXISTING WAREHOUSE/LOADING DOCK ROOF (NIC).

6. EXISTING EPDM ROOF ON TAPERED INSULATION. MINIMIZE DAMAGE

FROM MECH WORK.

6. EXISTING MEMBRANE ROOFING, COVER BOARD, AND TAPERED

INSULATION SYSTEM

7. EXISTING ROOF DRAIN (NIC).

8. EXISTING FAN UNIT (NIC).

9. EXISTING ROOF VENT (NIC).

10. EXHAUST FAN UNIT EF-5

11. NEW AHU.

12. NEW EPDM/TAPERED INSULATION CRICKETS AS NEEDED FOR DRAINAGE.

13. NEW WALKWAY PADS.

14. ONLY REPLACE/PATCH AS MUCH OF ROOFING SYSTEM AS NECESSARY

FOR MECHANICAL INSTALLATION.

15. BUILDING 1 LEVEL 2.

16. BUILDING 2 LEVEL 2.

17. EXISTING BRICK FACING

18. PROVIDE TERMINATION BAR, SEALANT, & COUNTER FLASHING PER

ROOFING MFR REQT.

19. ROOF MEMBRANE

20. COVER BOARD TO MATCH EXISTING

21. NEW ROOF MEMBRANE ROOFING, COVER BOARD, AND TAPERED

INSULATION SYSTEM OVER EXISTING TAPERED INSULATION TO FORM

DRAINAGE AROUND NEW ROOF CURB AND EQUIPMENT

22. EXISTING CONCRETE ROOF DECK

23. NEW MECHANICAL EQUIPMENT (SEE MECHANICAL DRAWINGS)

24. STEEL FRAMING ANGLE @ 12" OC MAX

25. CUT BACK EXISTING TAPERED ROOF INSULATION AS REQUIRED TO

INSTALL CURB BASE AND ATTACH TO CONCRETE SUBSTRATE. FILL

REMAINING VOID WITH CLOSED CELL SPRAY FOAM INSULATION

26. 2x6 PRESSURE TREATED NAILERS STACKED TO MATCH TAPERED

INSULATION WITH 1/2" EXPANSION ANCHOR (OR EPOXY ANCHOR) AT 18"

OC, TYP (TREATED PLYWOOD SHIMS MAY BE USED TO ACCOMMODATE

ROOF SLOPE)

27. WRAP ROOF MEMBRANE OVER TOP OF CURB AND FASTEN TO BACK SIDE

OF ROOF CURB AT 6" OC MAX WITH CONTINUOUS 16 GAUGE GALVANIZED

STEEL STRAP.

28. 4x12 ROOF CURB FRAMING

29. 18 GUAGE GALVANIZED STEEL INSULATED CURB FOR SINGLE-PLY

ROOFING

30. PLYWOOD (SHIMMED TO MATCH ROOF SLOPE)

31. GASKET (CONTINUOUS)

32. 2x10 PRESSURE TREATED NAILERS STACKED TO MATCH TAPERED

INSULATION WITH 1/2" EXPANSION ANCHOR (OR EPOXY ANCHOR) AT 18"

OC, TYP (TREATED PLYWOOD SHIMS MAY BE USED TO ACCOMMODATE

ROOF SLOPE)

33. EXISTING MEMBRANE ROOFING, COVER BOARD, AND TAPERED

INSULATION SYSTEM

24'12'6'3'1'-6"0'

P la n N or th

T ru e N or th

1/4" = 1'-0"

AHU ROOF CURB FRAMING PLAN

6'3'1'-6"9"4"0'

3/4" = 1'-0"

ROOF SECTION

24'12'6'3'1'-6"0'

1/4" = 1'-0"

AHU ROOF CURB SECTION

3'1'-6"8"4"2"0'

1 1/2" = 1'-0"

ROOF CURB DETAIL

3'1'-6"8"4"2"0'

1 1/2" = 1'-0"

ROOFING TERMINATION @ WALL

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

BASEMENT LEVEL

0"

FIRST LEVEL

13' - 2 1/4"

A B C1 C D

A-310

A-310

A-310

SECOND LEVEL

26' - 4 1/2"

12 2

A-320

A-320

A-320

A-321

A-320

50' - 9"

19' - 11" 11' - 0" 9' - 6" 10' - 4"

BUILDING 2 TOP OF

BRICK/PRECAST

29' - 1 9/16"

BUILDING 2 LEVEL 2

13' - 2"

BUILDING 1 BASEMEMT LEVEL

0"

BUILDING 2 UPPER ROOF

DECK

27' - 1 9/16"

A. REFER TO FIRE PROTECTION, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION AND COORDINATION.

B. REFER TO SHEETS GI002 AND GI003 FOR ADDITIONAL INFORMATION.

C. NEW MATERIALS, INCLUDING MASONRY BRICK AND GROUT AND METAL

FINISHES, ARE TO MATCH EXISTING ADJACENT.

D. PHASING OF CONSTRUCTION AND DEMOLITION AT THE EXTERIOR SHALL BE

AS SUCH AS TO MINIMIZE DISRUPTION TO DAILY OPERATIONS.

E. EXISTING EXTERIOR SURFACES WITHIN SCOPE OF PROJECT WORK SHALL BE

POWERWASHED AND REPAIRED WHERE STAINED, EFFLORESCING, CHIPPED,

CRACKED, SPALLING, DENTED, ETC. AS DETERMINED BY VHA COR. THIS

SCOPE OF WORK WILL INVOLVE POWER WASHING THE CONCRETE IN THE

GROUND AREA OF THE NEW TRASH COMPACTOR INCLUDING FOUNDATION

WALL, ALL MASONRY FROM THE BUILDING 1 BASEMENT LEVEL UP TO

BUILDING 2 LEVEL 2 BETWEEN COLUMN LINES A AND C1. METAL PANELS

WALLS IN THIS VICINITY TO ALSO BE POWER WASHED AT DISCRETION OF

THE COR. AS MASONRY IS BEING AFFECTED, NEW BRICKS TO BE SPLICED IN

AND TUCKPOINTING TO BE DONE AS REQUIRED, AND ANY DAMAGED

MASONRY AND GROUT RESULTING FROM THIS WORK TO BE REPAIRED OR

REPLACED TO ORIGINAL CONDITIONS AS ACCEPTABLE TO THE COR.

00KEYNOTES

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-210

EXTERIOR ELEVATIONS IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

12'6'3'1'-6"9"0'

3/8" = 1'-0"

WEST ELEVATION

1. EXISTING BUILDING 36. METAL BUILDING.

2. EXISTING BRICK MASONRY VENEER.

3. EXISTING CONCRETE FOUNDATION WALL.

4. EXISTING LADDER ENCLOSURE (N.I.C.)

5. FACE OF EXISTING BUILDING 2 WALL (N.I.C.)

6. NEW MASONRY INFILL TO MATCH EXISTING EXTERIOR MASONRY WALL

EXACTLY.

7. NEW EXHAUST FAN.

8. NEW EXTERIOR GRADE LOCKABLE ACCESS DOOR FOR GREASE

INTERCEPTOR VACUUM HOSE DARK BRONZE PVDF PAINT FIISH.

9. NEW OSHA COMPLIANT ACCESS DOORS FOR TRASH COMPACTOR.

EQUIPMENT ITEM TIED TO COMPACTOR. DARK BRONZE PVDF PAINT FINISH

TO MATCH EXISTING.

10. REPLACE ENTIRE VERTICAL METAL WALL PANEL WHERE EXISTING DRYER

VENT IS REMOVED. METAL PANEL TO MATCH EXISTING ADJACENT. V.I.F.

11. NEW DRYER VENT EXHAUST TO BE RUN THROUGH EXISTING BUILDING 36.

REPLACE ENTIRE VERTICAL METAL WALL PANEL WHERE NEW DRYER VENT

IS INSTALLED. METAL PANEL TO MATCH EXISTING ADJACENT V.I.F.

12. EXISTING TRASH COMPACTOR/STORAGE.

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

BASEMENT LEVEL

0"

FIRST LEVEL

13' - 2 1/4"

A-540

A-540

A. REFER TO FIRE PROTECTION, MECHANICAL, PLUMBING, AND ELECTRICAL

SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL INFORMATION AND

COORDINATION.

B. REFER TO SHEETS GI002 AND GI003 FOR ADDITIONAL INFORMATION.

C. FIRE-RESISTANCE RATED PARTITIONS TO EXTEND TO UNDERSIDE OF ONE

WAY BEAM AND SLAB CONCRETE STRUCTURE WITH JOINT SEALANTS AT TOP

OF PARTITION. REFER TO SPECIFICATION SECTION 061000 AND

SPECIFICATION SECTION 079200.

D. PAINT ALL EXPOSED CMU WALLS ABOVE FRP WALL PROTECTION PANELS

PNT-2.

E. SEAL ALL INTERIOR AND EXTERIOR WALL PENETRATIONS.

F. INFILL FLOOR WITH CONCRETE FLUSH TO ADJACENT FLOOR LEVEL WHERE

EXISTING WALLS WERE REMOVED.

G. EXISTING WALL FINISH IN POWER WASH ROOM BS05 IS CERAMIC GLAZED

FACING BRICK (CGFB-1); ASTRA-GLAZE-SW+ RECYCLED GLAZED CONCRETE

MASONRY UNITS; TRENWYTH 'SAND'; 7-3/4" X 15-3/4" SIZE. COMPANY CAN

MAKE CUSTOM COLORS IF THIS COLOR IS NO LONGER AVAILABLE AS A

STANDARD COLOR.

H. EXISTING METAL PANELS ON BUILDING 36 ARE SIMILAR TO FABRAL ULTRA

RIB EXPOSED FASTENER ROOFING AND SIDING PANEL; DARK BRONZE (BASIS

OF DESIGN). VERIFY IN FIELD.

00KEYNOTES

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-321

WALL SECTIONS IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

3/4" = 1'-0"

DRYER VENT LOCATION THROUGH BUILDING 36

1 EXISTING PREFABRICATED METAL STORAGE BUILDING (BUILDING 36).

2 EXISTING EXTERIOR CMU AND BRICK VENEER WALL.

3 EXISTING CONCRETE STRUCTURE.

4 NEW DRYER VENT DUCT TO OUTSIDE (SEE MECHANICAL DRAWINGS).

5 EXISTING OVERHEAD GARAGE DOOR BEYOND (EXTENDS UP WALL TO

CEILING).

6 RENOVATED EMS LAUNDRY AREA.

7 REPLACE ENTIRE METAL PANEL AT LOCATION OF NEW DUCT

PENETRATION. MATCH EXISTING ADJACENT.

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

A. REFER TO FIRE PROTECTION, MECHANICAL, PLUMBING, AND ELECTRICAL

SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL INFORMATION AND

COORDINATION.

B. REFER TO SHEETS GI002 AND GI003 FOR ADDITIONAL INFORMATION.

C. FIRE-RESISTANCE RATED PARTITIONS TO EXTEND TO UNDERSIDE OF ONE

WAY BEAM AND SLAB CONCRETE STRUCTURE WITH JOINT SEALANTS AT TOP

OF PARTITION. REFER TO SPECIFICATION SECTION 061000 AND

SPECIFICATION SECTION 079200.

D. PAINT ALL EXPOSED CMU WALLS ABOVE FRP WALL PROTECTION PANELS

PNT-2.

E. SEAL ALL INTERIOR AND EXTERIOR WALL PENETRATIONS.

F. INFILL FLOOR WITH CONCRETE FLUSH TO ADJACENT FLOOR LEVEL WHERE

EXISTING WALLS WERE REMOVED.

G. EXISTING WALL FINISH IN POWER WASH ROOM BS05 IS CERAMIC GLAZED

FACING BRICK (CGFB-1); ASTRA-GLAZE-SW+ RECYCLED GLAZED CONCRETE

MASONRY UNITS; TRENWYTH 'SAND'; 7-3/4" X 15-3/4" SIZE. COMPANY CAN

MAKE CUSTOM COLORS IF THIS COLOR IS NO LONGER AVAILABLE AS A

STANDARD COLOR.

H. EXISTING METAL PANELS ON BUILDING 36 ARE SIMILAR TO FABRAL ULTRA

RIB EXPOSED FASTENER ROOFING AND SIDING PANEL; DARK BRONZE (BASIS

OF DESIGN). VERIFY IN FIELD.

A

A-411 54

M8A.1

36" CLEAR HOLD

C

LE

A R

H O

LD

A-511

M2081

FRP-1

CR-1

CR-1

M2650

HR-1HR-1

A-630

SIM

CR-1

CR-1

4'

CR-1

2'

8"

FRP-1

A-4119

B S

M8E.1

M2026

M2027

M2117

M2025 M2027

M2028

FEC

10 1

M2026

M2117

FEC

M2028

BS10

M2028

M2027

FRP-1

1'

M2025 M2027

M2117

FRP-1

M2027 M2026

FRP-1

A-411

13 12

32" CLEARANCE

3'

B E

H

IN

D D

R Y

E R

C

LE

A R

H O

LD

M2400 M2300

FEC

HR-1

HR-1

CR-1

CR-1

CR-1

CR-1

K2021

CR-1

CR-1

FRP-1

M2081

M2400

CLEAR HOLD

3' - 0"

HR-1HR-1

FRP-1

HR-1

HR-1

M2300

M2400

K2021

CR-1

CR-1

OPEN

A-630

FRP-1

FEC

CR-1

CR-1

HR-1HR-1

FRP-1

OPEN

K2021

INTERIOR FINISH LEGEND

FLOORING

LVT-1 TO MATCH EXISTING ADJACENT: LUXURY VINYL TILE; TANDUS

CENTIVA EVENT SERIES CLASSIC STONE OKARA GRAY ECL 7126

RES-1 RESINOUS FLOORING; DUR-A-FLEX POLY-CRETE MDQ Q28-23,

ARMOR TOP GLOSS

RES-2 RESINOUS FLOORING; DUR-A-FLEX POLY-CRETE MDQ Q28-17,

ARMOR TOP GLOSS (FOR YELLOW BORDER AT EMERG. SHOWER)

SC-1 SEALED CONCRETE

VCT-1 TO MATCH EXISTING ADJACENT: VINYL FLOOR TILE; ARMSTRONG

STANDARD EXCELON IMPERIAL TEXTURE COTTAGE TAN 51830

BASE

RB-1 RESILIENT BASE; TO MATCH EXISTING ADJACENT (ROPPE P193

BLACK BROWN, VIF); 4" TALL

RB-2 RESILIENT BASE; ROPPE P193 BLACK BROWN, VIF); 6" TALL

RESB-1 BUILT-UP RESINOUS FLOORING; 6" TALL ; DUR-A-FLEX POLY-CRETE

MDQ Q28-23, ARMOR TOP GLOSS ; ZINC CAP STRIP

CEILING

AT ARMSTRONG - WHITE / TEGULAR - CIRRUS #584

PNT-1 SHERWIN WILLIAMS - SW7036 ACCESSIBLE BEIGE

PNT-2 SHERWIN WILLIAMS - SW6105 DIVINE WHITE

WALLS

CGFB-1 ASTRA-GLAZE-SW+ RECYCLED GLAZED CMU; TRENWYTH 'SAND'

PNT-1 SHERWIN WILLIAMS - SW7036 ACCESSIBLE BEIGE

PNT-2 SHERWIN WILLIAMS - SW6105 DIVINE WHITE

WALL PROTECTION

CG-01 CORNER GUARD, RESIN, FULL HEIGHT. TO MATCH EXISTING

CG-02 CORNER GUARD, FULL HEIGHT. STAINLESS STEEL, 304, #4 FINISH

EG-1 END GUARD, FULL HEIGHT. STAINLESS STEEL, 304, #4 FINISH

CR-1 CRASH RAIL, RESIN. INPRO - NUTREE BLACK; 8" TALL

HR-1 HAND RAIL, RESIN. INPRO - BLACK, 5 1/2" TALL

FRP-1 FIBERGLASS WALL PROTECTION, CLASS A, .090" THICK, FULL

HEIGHT, MARLITE FRP P-145 SILVER

00KEYNOTES

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-411

ENLARGED PLANS & ELEVATIONS IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

04/18/2023 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

1. EXISTING MEDICAL GAS MANIFOLDS;REINSTALLED IN EXISTING PLACE

AFTER RENOVATION.

2. NEW RESILIENT FLOORING TO MATCH EXISTING ADJACENT..

3. GUARD; SHOP PAINTED.

4. EXISTING GREASE INTERCEPTOR TO REMAIN IN OPERATION DURING

CONSTRUCTION. PROTECT AND KEEP ACCESS UNOBSTRUCTED.

5. NEW LOCKABLE EXTERIOR GRADE ACCESS DOOR FOR GREASE

INTERCEPTOR HOSE.

6. NEW OSHA COMPLIANT COMPACTOR DOOR.

7. NEW 6"X6" CONCRETE CURB.

8. EXHAUST VENT 12" FROM FLOOR

9. GYPSUM BOARD SOFFIT.

10. NEW MEDICAL GAS MANIFOLD TO REPLACE EXISTING IN KIND.

11. NEW LOW AIR EXHAUST.

3/8" = 1'-0"

ENLARGED PLAN - GREASE INTERCEPTOR

3/8" = 1'-0"

ELEV - GREASE INTERCEPTOR

3/8" = 1'-0"

ELEV - GREASE INTERCEPTOR

4 3/8" = 1'-0"

ENLARGED PLAN - MED GAS MANIFOLDS

3/8" = 1'-0"

MED GAS MANIFOLDS BS10B SOUTH ELEVATION

63/8" = 1'-0"

MED GAS MANIFOLDS BS10B WEST ELEVATION

73/8" = 1'-0"

MED GAS MANIFOLDS BS10 NORTH ELEVATION

3/8" = 1'-0"

MED GAS MANIFOLDS BS10B EAST ELEVATION

3/8" = 1'-0"

ENLARGED PLAN - LAUNDRY

3/8" = 1'-0"

LAUNDRY BS05B LAUNDRY EAST ELEVATION

13 3/8" = 1'-0"

LAUNDRY BS05B LAUNDRY NORTH ELEVATION

11 3/8" = 1'-0"

LAUNDRY BS05B LAUNDRY SOUTH ELEVATION

103/8" = 1'-0"

LAUNDRY BS05B LAUNDRY WEST ELEVATION

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

1 ADDENDUM 1 09/25/2023

A. REFER TO SHEET GI001 FOR ADDITIONAL GENERAL NOTES THAT ARE

APPLICABLE.

B. WHERE “ACOUSTIC SEALANT” IS INDICATED ON WALL TYPES: PROVIDE

ACOUSTIC (SOUND) SEALANT ABOVE TOP TRACK, UNDER BOTTOM TRACK,

AND AT PENETRATIONS (BOTH SIDES).

C. WHERE JOINT SEALANTS ARE INDICATED ON WALL TYPES: PROVIDE FIRE-

RATED SEALANT ABOVE TOP TRACK, UNDER BOTTOM TRACK, AT

PENETRATIONS (BOTH SIDES), AND AS REQUIRED BY FIRE RATING UL

NUMBER.

D. EXTEND FIRE-RATED WALL CONSTRUCTION BEHIND RECESSED OR BUILT-IN

EQUIPMENT; SUCH AS FIRE EXTINGUISHER CABINETS (FEC), ELECTRICAL

WATER COOLERS (EWC), ELECTRICAL PANELS, ETC., UNLESS NOTED

OTHERWISE.

E. PROVIDE AND INSTALL STIFFENERS, BRACING, BACK-UP PLATES AND

SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK

AND OF FLOOR MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR

LABORATORY EQUIPMENT.

F. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL AND PLUMBING ITEMS

PENETRATE PARTITIONS: STUDS SHALL BE BRACED AND FRAMED TO

STRUCTURE, AS REQUIRED, TO PROVIDE ADEQUATE SUPPORT.

PENETRATIONS THROUGH ACOUSTICAL AND FIRE RATED WALLS SHALL BE

SEALED TO PROVIDE FIRE, SMOKE, AND/OR ACOUSTICAL ISOLATION OF

SPACES WITH APPROPRIATE ACOUSTICAL/ FIRESTOP MATERIAL.

G. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER

OUTLETS, EXCEPT WHERE SPECIFICALLY SHOWN.

H. WALL BASE IS NOT SHOWN ON PARTITION TYPES FOR CLARITY. REFER TO

FINISH SCHEDULE.

I. PROVIDE GLASS-MAT, WATER RESISTANT BACKING BOARD AT WET

LOCATIONS.

J. EXCEPT AT FIRE-RATED PARTITIONS, WALL AND COLUMN GYPSUM BOARD

FACING SHALL BE HELD AT 5/8 INCH BELOW STRUCTURE, UNLESS NOTED OR

SHOWN OTHERWISE.

K. PROVIDE HI ABUSE (PURPLE BOARD) INTERIOR GYPSUM BOARD AT THE

INTERIOR SIDE OF EXTERIOR WALLS.

L. WALL ASSEMBLIES THAT REQUIRE AN STC RATING SHALL HAVE A MINIMUM

STC RATING OF NOT LESS THAN 45, UNLESS NOTED OTHERWISE.

NON-RATED WALL ASSEMBLY

Z-FURRING AS SPECIFIED

SOUND ATTENUATING INSULATION AS

SPECIFIED

1 LAYER 5/8" TYPE 'X' GWB

R E

: S C

H E

D

5/8" TYPE 'X' GYPSUM WALL BOARD

CEILING AS INDICATED ON RCP

CONT FULL-HEIGHT INSULATION AS SPECIFIED

CONTINUOUS METAL RUNNERS TOP AND BOTTOM

SECTION VIEW

FINISHED

FLOOR

FINISHED CEILING HT

RE: RCP

BOTTOM OF STRUCTURE

PLAN VIEW

Z-FURRING

F#A.X

WALL TYPE F#A.X

TYPE WALL DESCRIPTION

F2A.A

FURRING WALL:

• 2-1/2" 20 GA Z-FURRING

• TO B.O. OF DECK OR ROOF ABOVE

• 5/8" TYPE "X" GWB AT FACE OF WALL TO DECK ABOVE

• ACOUSTIC INSULATION

• NON RATED

GYPSUM BOARD (09 29 00) ON ONE SIDE OF NON-

STRUCTURAL METAL FRAMING (09 22 16) TO UNDERSIDE

OF FLOOR CONSTRUCTION OR ROOF CONSTRUCTION.

PARTITION TYPE

F2A

CHANNEL SIZE

2-1/2"

STC RATING

N/A

FRR TEST

N/A

HEAD DETAIL

BASE DETAIL

PARTITION WIDTH

3 1/8"

09 22 16

SPACING PER

PLAN VIEW

SECTION VIEW

FINISHED CEILING HT

RE: RCP

BOTTOM OF STRUCTURE

FINISHED CEILING HT

RE: RCP

BOTTOM OF STRUCTURE

FINISHED

FLOOR

FINISHED

FLOOR

FINISHED

FLOOR

CONCRETE MASONRY UNIT WALL, BOTTOM TWO ROWS

GROUTED, REINFORCEMENT PER STRUCTURAL, 3/8"

RAKED JOINTS.

PARTITION TYPE

M6A M8A

NOMINAL WIDTH

6" 8"

STC RATING

FRR TEST

UL XXX

UL XXX

HEAD DETAIL

BASE DETAIL

M#A.X

ACTUAL WIDTH

5 5/8" 7 5/8"

WALL TYPE M#.A.X

TYPE WALL DESCRIPTION

M6A

M8A

M8A.1

MASONRY BLOCK WALL:

• 6" CMU BLOCK

• TO B.O. OF DECK OR ROOF ABOVE

• NON RATED

MASONRY BLOCK WALL:

• 8" CMU BLOCK

• TO B.O. OF DECK OR ROOF ABOVE

• NON RATED

MASONRY BLOCK WALL:

• 8" CMU BLOCK

• TO B.O. OF DECK OR ROOF ABOVE

• 1-HR FIRE RATING

CEILING AS INDICATED ON RCP

L3x2x3/16 LLV, CONT W/ 3/8" EXP ANCHOR @

2'-0" OC (3" MIN EMBED), TYP EA SIDE OF WALL

RE: SCHED

R E

: S C

H E

D

FIRE STOPPING AT RATED WALL

1"

5/8" EXP ANCH @ 1'-4" OC (3" MIN EMBED)

1/

2"

EQ EQ

5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE

CONTINUOUS SEALANT AT SOUND / SMOKE WALLS

CEILING AS INDICATED ON RCP

CONT FULL-HEIGHT SOUND BATT INSULATION AS

SPECIFIED

CONT METAL RUNNERS TOP AND BOTTOM

SECTION VIEW

FINISHED

FLOOR

FINISHED CEILING HT

RE: RCP

BOTTOM OF STRUCTURE

RE: SCHED

G A

P 1"

S

LI

P

SLIP CHANNEL

SEALANT

R E

: S C

H E

D

PLAN VIEW

METAL STUDS WITH HORIZONTAL BRACING AS REQD

S#A.X

WALL TYPE S#A.X

TYPE WALL DESCRIPTION

S3A.A.1

STANDARD STUD WALL:

• 3-5/8" 20 GA METAL STUD

• TO B.O. OF DECK OR ROOF ABOVE

• 5/8" TYPE "X" GWB EACH SIDE TO DECK ABOVE

• ACOUSTIC INSULATION

• 1-HR FIRE RATING

GYPSUM BOARD (09 29 00) ON BOTH SIDES OF NON-

STRUCTURAL METAL FRAMING (09 22 16) TO UNDERSIDE

OF FLOOR CONSTRUCTION OR ROOF CONSTRUCTION.

PARTITION TYPE

S3A

STUD SIZE

3-5/8"

STC RATING

FRR TEST

UL XXX

HEAD DETAIL

BASE DETAIL

PARTITION WIDTH

4-7/8"

1 HR RATED WALL ASSEMBLY

UL ASSEMBLY # U419

METAL STUD AS SPECIFIED

SOUND ATTENUATION INSULATION AS SPECIFIED

1 LAYER 5/8" GWB EACH SIDE (TYPE 'X' FOR RATING)

2 LAYERS 5/8" GWB EACH SIDE (TYPE 'X' FOR 2HR

RATING)

09 22 16

SPACING PER

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-610

WALL TYPE SCHEDULE IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

09/03/2021 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

INTERIOR FINISH LEGEND

FLOORING

LVT-1 TO MATCH EXISTING ADJACENT: LUXURY VINYL TILE; TANDUS

CENTIVA EVENT SERIES CLASSIC STONE OKARA GRAY ECL 7126

RES-1 RESINOUS FLOORING; DUR-A-FLEX POLY-CRETE MDQ Q28-23,

ARMOR TOP GLOSS

RES-2 RESINOUS FLOORING; DUR-A-FLEX POLY-CRETE MDQ Q28-17,

ARMOR TOP GLOSS (FOR YELLOW BORDER AT EMERG. SHOWER)

SC-1 SEALED CONCRETE

VCT-1 TO MATCH EXISTING ADJACENT: VINYL FLOOR TILE; ARMSTRONG

STANDARD EXCELON IMPERIAL TEXTURE COTTAGE TAN 51830

BASE

RB-1 RESILIENT BASE; TO MATCH EXISTING ADJACENT (ROPPE P193

BLACK BROWN, VIF); 4" TALL

RB-2 RESILIENT BASE; ROPPE P193 BLACK BROWN, VIF); 6" TALL

RESB-1 BUILT-UP RESINOUS FLOORING; 6" TALL ; DUR-A-FLEX POLY-CRETE

MDQ Q28-23, ARMOR TOP GLOSS ; ZINC CAP STRIP

CEILING

AT ARMSTRONG - WHITE / TEGULAR - CIRRUS #584

PNT-1 SHERWIN WILLIAMS - SW7036 ACCESSIBLE BEIGE

PNT-2 SHERWIN WILLIAMS - SW6105 DIVINE WHITE

WALLS

CGFB-1 ASTRA-GLAZE-SW+ RECYCLED GLAZED CMU; TRENWYTH 'SAND'

PNT-1 SHERWIN WILLIAMS - SW7036 ACCESSIBLE BEIGE

PNT-2 SHERWIN WILLIAMS - SW6105 DIVINE WHITE

WALL PROTECTION

CG-01 CORNER GUARD, RESIN, FULL HEIGHT. TO MATCH EXISTING

CG-02 CORNER GUARD, FULL HEIGHT. STAINLESS STEEL, 304, #4 FINISH

EG-1 END GUARD, FULL HEIGHT. STAINLESS STEEL, 304, #4 FINISH

CR-1 CRASH RAIL, RESIN. INPRO - NUTREE BLACK; 8" TALL

HR-1 HAND RAIL, RESIN. INPRO - BLACK, 5 1/2" TALL

FRP-1 FIBERGLASS WALL PROTECTION, CLASS A, .090" THICK, FULL

HEIGHT, MARLITE FRP P-145 SILVER

BASEMENT LEVEL

0"

8"

1/ 2"

2'

/2

2'

8"

1' - 8"

4'

3'

4'

M2081

HR-1

HR-1

FRP-1

CR-1

HR-1

HR-1

CONCRETE FLOOR

RESILIENT

FLOORING

AS SCH.

JOHNSONITE SSR-XX-B,

COLOR TO MATCH ADJ.

WALL BASE

1/ 4"

1 3/4"

RESINOUS FLOORING,

PER SCHEDULE

VCT OR LVT, PER

SCHEDULE

NO TRANSITION STRIP;

BUTT JOINT AND SEALANT

CENTER TRANSITION

WITH DOOR WHERE

APPLICABLE

STAINLESS STEEL CAPPING STRIP

INTEGRAL RESINOUS BASE, PER

SCHEDULE

RESINOUS FLOORING, PER

SCHEDULE

CANT STRIP

A S

S C

H E

D U

LE

D

R 1"

SILICONE SEALANT, CLEAR

WALL CLADDING, PER SCHEDULE

J-MOLDING BY WALL CLADDING

MANUFACTURER, PER SCHEDULE

RESILIENT BASE TO

MATCH EXISTING

RESILIENT FLOORING

OR SEALED

CONCRETE FLOOR

A S

S C

H E

D U

LE

D

HR-1 (HAND RAIL)

METAL STUD FRAMING; 25

GAUGE MIN. BACKING AS

REQUIRED AT METAL STUD

LOCATIONS

BASE AS SCHEDULED

FLOOR COVERING AS

SCHEDULED

METAL STUD FRAMING; 25

GAUGE MIN. BACKING AS

REQUIRED

CR-1 (CRASH RAIL)

5 1/2 "

3' -2

O

R M

A T

C H

E X

IS

T

IN

G

A D

JA

C

E N

T

8" 8"

1-1/4" STD. STEEL PIPE

RAIL, WELDED, TYP

GUARD POST

BEYOND

E X

IS

T

E Q

E Q

M

IN

6"

STEEL PLATE BOLTED

INTO CURB; BOLTS

EPOXIED

FLOOR FINISH,

RE: FINISH PLAN

CHAMFERED CORNER

M A

X

6"

CONCRETE CURB

CORE INTO EXISTING SLAB

FOR POSTS; EPOXY GROUT

1-1/4" STD. STEEL

PIPE RAIL,

WELDED, TYP

GUARD POST

(END POSTS

PLUS ONE IN

CENTER OF

RAIL)

E X

IS

T

E Q

E Q

M

IN

STEEL PLATE BOLTED

INTO FLOOR SLAB;

BOLTS EPOXIED

FLOOR FINISH,

RE: FINISH PLAN

M A

X

CORE INTO EXISTING SLAB

FOR POSTS; EPOXY GROUT

5"

/2

/2

/2

/2

4"

2"

DISTANCE

OF GUARD

POST FROM

WALLS, TYP

3" 2"

1/8" THICK STEEL

PLATE, WELDED

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

BLDG 01

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_A R

C H

_R

_d jo hn so nQ P

A E

4.

rv t

/2 /2

:0

9:

A M

A-630

ROOM FINISH SCHEDULE AND

TYPICAL FINISH DETAILS

IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

09/03/2021 TW DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

FINISH SCHEDULE

ROOM

NUMBER

ROOM NAME

FLOORS WALLS

CEILING

WALL PROTECTIONFLOOR BASE NORTH EAST SOUTH WEST

131 MED GAS STOR SC RB-2 PNT-2 PNT-2 PNT-2 PNT-2 AT SEE PLAN; ELEVATIONS

BCS03 CORRIDOR

EXIST/NEW

VCT-1 TO

MATCH

EXIST

RB-1 PNT-1 PNT-1 PNT-1 PNT-1 AT/GWB/PNT-1

SEE PLAN; ELEVATIONS

BCS05 CORRIDOR

EXIST/ NEW

LVT-1 TO

MATCH

EXIST

RB-1 PNT-1 PNT-1 PNT-1 PNT-1 AT/GWB/PNT-1

SEE PLAN; ELEVATIONS

BS03 HAZARDOUS STORAGE RES-1 RESB-1 PNT-2 PNT-2 PNT-2 PNT-2 AT SEE PLAN; ELEVATIONS

BS05 POWER WASH RES-1 RESB-1 EXISTING EXISTING EXISTING EXISTING GWB/PNT-2 SEE PLAN; ELEVATIONS

BS05A PUMP ROOM RES-1 RESB-1 PNT-2 PNT-2 PNT-2 PNT-2 OTS/PNT-2 SEE PLAN; ELEVATIONS

BS07 COMPACTOR ROOM RES-1 RESB-1 PNT-2 PNT-2 PNT-2 PNT-2 OTS/GWB/PNT-2 SEE PLAN; ELEVATIONS

BS07A GREASE INTERCEPTOR RES-1 RESB-1 PNT-2 PNT-2 PNT-2 PNT-2 OTS/PNT-2 SEE PLAN; ELEVATIONS

BS07B LAUNDRY RES-1 RESB-1 PNT-2 PNT-2 PNT-2 PNT-2 GWB/PNT-2 SEE PLAN; ELEVATIONS

BS07C EQMT STORAGE RES-1 RESB-1 PNT-2 PNT-2 PNT-2 PNT-2 OTS/PNT-2 SEE PLAN; ELEVATIONS

BS08 SOILED LINEN RES-1 RESB-1 PNT-2 PNT-2 PNT-2 PNT-2 AT SEE PLAN; ELEVATIONS

BS09 ELEC SC RB-2 PNT-2 PNT-2 PNT-2 PNT-2 OTS/PNT-2 SEE PLAN; ELEVATIONS

BS10 MED GAS MANIFOLDS SC RB-2 PNT-2 PNT-2 PNT-2 PNT-2 AT SEE PLAN; ELEVATIONS

1 1/2" = 1'-0"

SECTION THROUGH STAINLESS STEEL STANDARD & BRACKET SHELVES (CFCI)

3" = 1'-0"

SEALED CONCRETE TO RESILIENT FLOORING

8 3" = 1'-0"

RESINOUS FLOORING TO RESILIENT FLOORING

7 3" = 1'-0"

RESINOUS BUILT UP BASE DETAIL

6 3" = 1'-0"

RESILIENT BASE DETAIL

3" = 1'-0"

HAND RAIL AND CRASH RAIL - DETAIL AT CORRIDOR AND SELECT LOCATIONS WITHIN EMS AREA 3 1 1/2" = 1'-0"

GUARD AND CONCRETE CURB DETAIL

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

1 ADDENDUM 1 09/25/2023

1 1/2" = 1'-0"

GUARD DETAIL

STEAM TRAP SCHEDULE

MARK LOCATION

SYSTEM AND/OR

SERVICE

CAPACITY AT MIN DIFF

PRESS

MIN DIFF PRESS MIN INLET PRESS

TRAP TYPE

TRAP SIZE MANUFACTURER AND MODEL (OR

APROVED EQUAL)

NOTES

LBS/HR PSI PSI IN

50-ST-1 AHU-B7 PREHEAT COIL 750 0.25 2.00 F&T 1 1/4 ARMSTRONG CS SERIES 1, 2

50-ST-2

CORRIDOR

BCS05

END-OF-LINE DRIP 3 0.25 2.00

INVERTED

BUCKET

3/4 ARMSTRONG 981 1, 2

NOTES:

1. A SAFETY FACTOR OF 2.5:1 WAS APPLIED TO ALL STEAM CAPACITIES.

2. FIELD TO PROVIDE BACKFLOW PREVENTER.

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revision:

C :\R ev it

\2 0.

_W as te

_M E

P _R

_r th or nb ru gh S

6J X

V .r vt 9/

/2

3:

:5

P M

M-601

MECHANICAL EQUIPMENT

SCHEDULES

IMPROVE SITE WASTE

MANAGEMENT

601 US-6 W, IOWA CITY, IA 52246

636-805

09/03/2021 MB ANT

100% CONSTRUCTION

DOCUMENTS

VEG 20.26

FINAL DRAWINGS FOR CONSTRUCTION

TERMINAL UNIT SCHEDULE

MARK

UNIT

SIZE

EAT

°F

LAT

°F

AIR FLOW REHEAT COIL

MANUFACTURER AND

MODEL

REMARKSHEATING

CFM

MAX APD (IN

WG)

EWT

(°F)

LWT

(°F)

HEATING

COIL MBH

GPM

FLUID

PRESSURE

DROP (IN WG)

CV-1 6 55 80 390 0.5 180 150 10.6 0.7 0.28 PRICE SDV5 -

CV-2 6 55 75 350 0.5 180 150 7.6 0.5 0.11 PRICE SDV5 -

CV-3 6 55 75 240 0.5 180 159 5.3 0.5 0.04 PRICE SDV5 -

CV-4 6 55 75 530 0.5 180 156 11.6 1.0 0.49 PRICE SDV5 -

CV-5 12 55 80 1330 0.5 180 167 36.1 5.5 3.17 PRICE SDV5 -

EXHAUST FAN SCHEDULE

MARK LOCATION

AIRFLOW

(CFM)

TSP (IN

WG)

FAN MOTOR

MANUFACTURER AND MODEL

TYPE DRIVE MAX RPM HP

NOMINAL

BHP

PHASE VOLTAGE

SPEED

CONTROL

EF-5 BUILDING 1 2290 0.1

WALL MOUNTED

UPBLAST

DIRECT 841 1/2 0.22 1 120 ECM

GREENHECK CUE-160-VG. PROVIDE WITH INLET GUARD AT WALL FACE. PROVIDE WALL-MOUNT

FLANGED CURB AND HARDWARE. SIZE CURB DEPTH FOR FIELD-VERIFIED WALL THICKNESS.

EF-4 BUILDING 1 1540 0.5 UPBLAST ROOF DIRECT 860 1/3 0.23 1 120 ECM GREENHECK CUE-160-C. PROVIDE ROOF CURB ADAPTER.

AIR DEVICE SCHEDULE

MARK

TYPE

DESCRIPTION

MOUNTING

PANEL/FRAME

SIZE

NECK SIZE DAMPER FINISH

MODEL (OR

APPROVED EQUAL)

EG-1 SIDEWALL WALL/DUCT 6" X 6" 6" X 6" YES WHITE PRICE 710Z

EG-3 DUCT MOUNTED DUCT 14" X 14" 12" X 12" YES WHITE PRICE 510Z

EG-4 LAY-IN CEILING 24" X 24" 10" NO WHITE PRICE 80SR

EG-5 HARD CEILING CEILING 12" X 12" 10" NO WHITE PRICE 710Z

SD-1 HARD CEILING CEILING 24" X 24" 8" NO WHITE PRICE SCD

SD-1 HARD CEILING CEILING 24" X 24" 6" NO WHITE PRICE SCD

SG-1 DUCT MOUNTED DUCT 10" X 6" 10" X 6" NO WHITE PRICE 530

SG-3 HARD CEILING CEILING 12" X 12" 10" NO WHITE PRICE 710Z

AIR HANDLING UNIT SCHEDULE

MARK

MIN OA

(CFM)

OVERALL

HEIGHT (IN)

OVERALL

LENGTH (IN)

OVERALL

WIDTH (IN)

SUPPLY FAN PREFILTER 1 PREFILTER 2

MANUFACTURER AND MODEL (OR APPROVED EQUAL)

AIRFLOW (CFM) TSP (IN WG) ESP (IN WG) WHEEL (TYPE) DRIVE VFD FAN RPM FAN QTY

MOTOR HP

(EACH)

PHASE

FREQUE

NCY

VOLTAGE

MOTOR FLA

(EACH)

MERV

THICKNESS

(IN)

FINAL APD

(IN WG)

MERV

THICKNESS

(IN)

FINAL APD

(IN WG)

AHU-B7 3860 48 216 45 3860 4.25 0.75 CENTRIFUGAL DIRECT YES 2078 1 5 3 60 460 6.70 8 2 0.51 11 2X2 1.02 YORK XTO-48x45

MARK

CHILLED WATER COIL INTEGRAL FACE AND BYPASS STEAM PREHEAT COIL

MAX FV

(FT/MIN)

MAX TOTAL

APD (IN W.G.)

EAT-DB (°F) EAT-WB (°F) LAT-DB (°F) LAT-WB (°F)

PROPYLENE GLYCOL

CONTENT

EWT (°F) LWT (°F)

MAX TOTAL

WPD (FT)

FLOW RATE

(GPM)

HEATING

AIRFLOW (CFM)

MAX FV

(FT/MIN)

MAX APD

(IN WG)

EAT-DB

(°F)

LAT-DB

(°F)

MBH

PRESSURE

(PSI)

FLOW RATE

(LB/HR)

AHU-B7 444 0.71 91.1 75.9 54.8 54.4 0% 45.00 55 10.1 53.9 3860 704 0.48 -4.1 63.8 283.1 15 299

NOTES:

1. PERFORMANCE SHOWN SHALL BE RATED AT 670 FT ELEVATION.

2. UNIT SHALL SHALL BE DRAW THROUGH CONFIGURATION.

3. STEAM PREHEAT COIL PRESSURE SHOWN IS UPSTREAM OF CONTROL VALVE. SIZE CONTROL VALVE DIFFERENTIAL PRESSURE ACCORDINGLY.

4. UNIT SHALL HAVE A SINGLE POINT THROUGH-BASE ELECTRICAL POWER CONNECTION.

5. UNIT SHALL INCLUDE BACK TO BACK PREFILTERS.

6. PROVIDE VFD NEMA 3R WITH BYPASS IN CONDITIONED ENCLOSURE.

7. PROVIDE UL 268 DUCT SMOKE DETECTOR, FACTORY-INSTALLED IN SUPPLY AIR TUNNEL PER NFPA 72, PRE-WIRED TO VFD SAFETY CIRCUIT FOR AUTO-SHUTDOWN IN ACCORDANCE WITH 2018 IMC. COORDINATE WITH FIRE ALARM CONTRACTOR EO ENSURE COMPATIBILITY FOR MONITORING IN FIRE ALARM SYSTEM.

8. OUTDOOR UNIT COMPLYING WITH SPECIFICATION 23 74 13. PROVIDE WITH FACTORY-INSTALLED, CURBED, VALVE ENCLOSURE BUMP-OUT, 36" DEPTH, FROM COIL SECTION. ENCLOSURE SHALL HOUSE SUPPLY AND RETURN ISOLATION VALVES, CONTROL VALVE, AND AUTO AIR VENTS WITH AMPLE ACCESS SPACE. PROVIDE WITH HINGED ACCESS DOORS ON ALL

THREE SIDES. DIMENSIONED DRAWING OF THE ENCLOSURE INDICATING INCLUDED ACCESSORIES SHALL BE A MANDATORY SUBMITTAL REQUIREMENT.

0 100% CONSTRUCTION DOCUMENTS 04/18/2023

1 ADDENDUM 1 09/25/2023

MBible Stamp

A. REFER TO M-001 AND M-002 FOR MECHANICAL SYMBOLS, ABBREVIATIONS,

AND GENERAL NOTES.

B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING WITH WORK.

C. REFER TO G-SERIES LIFE SAFETY PLANS FOR LEGEND AND DETAILED

LOCATIONS OF RATED CONSTRUCTION REQUIRING ADDITIONAL MEP

PENETRATION SEALING MEASURES IN ACCORDANCE WITH THE

SPECIFICATIONS.

D. REFER TO HAZARDOUS MATERIAL SURVEY IN THE SPECIFICATIONS. DO NOT

PROCEED WITH DEMOLITION OR DISTURBANCE OF ITEMS CONTAINING

HAZARDOUS MATERIALS UNTIL ABATEMENT HAS BEEN PERFORMED IN

ACCORDANCE WITH HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS.

9 10 11 11.1 11.2 11.7

A

B

C1

C

D

E

E.1

HAZARDOUS

STORAGE

BS03

PUMP

ROOM

BS05A

LAUNDRY

BS07B

POWER

WASH

BS05

COMPACTOR

ROOM

BS07

GREASE

INTERCEPTOR

BS07A MED GAS

STOR

MED GAS

MANIFOLDS

BS10

SOILED

LINEN

BS08

EQMT

STORAGE

BS07C

ASH SILO

BSO5C

CORRIDOR

BCS05

CORRIDOR

BCS03

(E) EF-1

EF-5

14"x12"

"ø

STAIR

BST05

EG-4

300 CFM

SD-1

240 CFM

SG-3

350 CFM

EG-5

400 CFM

SD-1

110 CFM

2290 CFM

EG-4

350 CFM

SD-1

120 CFM

EG-1

130 CFM

6" x6

"x

8" VD

VD

12"x10"14"x10"

"x

VD

EG-4

270 CFM

EG-4

270 CFM

SD-2

210 CFM

SD-2

210 CFM

"ø

CV-1

CV-2

CV-3

CV-4

CV-5

SG-1

270 CFM

8" x8

16"ø

"ø

7" ø

"ø

8"x6"

12"ø

(E) UH

VD VD

VD

VD

ELEC

BS09

VD VD

EG-3

500 CFM

12"x12"BR

12"x12"

EG-3

500 CFM

BR

SG-2

222 CFM

SG-2

222 CFM

SG-2

222 CFM

SG-2

222 CFM

SG-2

222 CFM

SG-2

222 CFM

VD

16"ø EA

U

"ø

14"x12"

"x

8" x1

2"

6"ø

8"ø

8" ø 8" ø

10"ø

6" ø

6" ø

BOD 10'-7"

BUILDING 36

BUILDING 19

EG-3

500 CFM

EG-3

500 CFM

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

BLDG 01

Drawin…