Combined Drawings.pdf

RENDERED IMAGEVICINITY MAP SHEET INDEX

EDWARD HINES, JR. VETERANS AFFAIRS HOSPITAL

5000 FIFTH AVENUE, HINES, IL 60141

VAMC PROJECT #: 578-17-012

REPLACE AIR HANDLER UNITS BUILDING 45

06/15/2023 CC MVP

45-GI-001

COVER SHEET

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

NOT FOR

CONSTRUCTION

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

N or th

BUILDING 45

SHEET NO. SHEET NAME

GENERAL

45-GI-001 COVER SHEET

45-GI-002 GENERAL INFORMATION & ABBREVIATIONS

STRUCTURAL

45-S-001 STRUCTURAL GENERAL NOTES

45-S-101 STRUCTURAL FRAMING PLAN

45-S-301 STRUCTURAL FRAMING ELEVATIONS

45-S-501 STRUCTURAL DETAILS

ARCHITECTURAL

45-AD-110 DEMOLITION FLOOR PLAN

45-AD-120 DEMOLITION REFLECTED CEILING PLAN

45-AD-130 DEMOLITION PENTHOUSE AND ROOF PLAN

45-A-100 PHASING PLAN

45-A-110 FLOOR PLAN

45-A-120 REFLECTED CEILING PLAN

45-A-130 ROOF PLAN

45-A-140 EXTERIOR STAIR ENLARGED PLAN, SECTION AND DETAILS

MECHANICAL

45-M-001 MECHANICAL ABBREVIATIONS AND GENERAL NOTES

45-M-002 MECHANICAL SYMBOLS

45-MG-501 MECHANICAL DETAILS

45-MG-502 MECHANICAL DETAILS

45-MG-503 MECHANICAL DETAILS

45-MG-504 MECHANICAL DETAILS

45-MG-505 MECHANICAL DETAILS

45-MG-601 MECHANICAL SCHEDULES

45-MG-701 MECHANICAL CONTROLS

45-MG-702 MECHANICAL CONTROLS

45-MG-703 MECHANICAL CONTROLS

45-MG-704 MECHANICAL CONTROLS PLAN - FIRST FLOOR

45-MD-101 MECHANICAL DEMO PLAN - FIRST FLOOR

45-MD-102 MECHANICAL DEMO PLAN - ROOF

45-MH-100 MECHANICAL HVAC ZONES - FIRST FLOOR

45-MH-101 MECHANICAL HVAC PLAN - FIRST FLOOR

45-MH-102 MECHANICAL HVAC PLAN - ROOF

45-MH-601 MECHANICAL HVAC FLOW DIAGRAMS

45-MP-101 MECHANICAL PIPING PLAN - FIRST FLOOR

45-MP-301 MECHANICAL ROOM PIPING SECTIONS

45-MP-601 MECHANICAL PIPING FLOW DIAGRAMS

ELECTRICAL

45-E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS

45-E-002 ELECTRICAL SYMBOLS & ABBREVIATIONS

45-ED-101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

45-ED-102 ELECTRICAL DEMOLITION PLAN - ROOF

45-ED-103 ELECTRICAL LIGHTING DEMOLITION PLAN - FIRST FLOOR

45-EL-101 ELECTRICAL LIGHTING PLAN - FIRST FLOOR

45-EP-101 ELECTRICAL POWER PLAN - FIRST FLOOR

45-EP-102 ELECTRICAL POWER PLAN - ROOF

45-EP-601 ELECTRICAL ONE-LINE DIAGRAM

45-E-501 ELECTRICAL DETAILS

45-E-502 MECHANICAL EQUIPMENT CONNECTION SCHEDULE

45-E-503 LIGHTING AND LIGHTING CONTROLS SCHEDULES

45-E-504 LIGHTING CONTROLS WIRING DIAGRAM

ZMiller Rectangle

ZMiller Image

1 View Name 1/8" = 1'-0"

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION, DETAIL, OR ELEVATION

SYMBOL IDENTIFIERS

DETAIL NAME

LETTER OR NUMBER DESIGNATOR

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR (MAY

NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

A A101

AE101

AE101

AE101

W-3

P2

RB3

DOOR NUMBER TAG

WALL TYPE TAG

WINDOW TYPE TAG

CENTER LINE

WALL FINISH TAG

A COLUMN BUBBLE

ROOM TAG

WALL COLOR

BASE TYPE /

COLOR

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE.

EXISTING LINE TYPE.

DEMO LINE TYPE.

DEMO HATCH TYPE.

FIRE RESISTIVE RATED WALL, 1 HOUR

FIRE RESISTIVE RATED WALL, 2 HOUR

FIRE RESISTIVE RATED WALL, 3 HOUR

FIRE RESISTIVE RATED WALL, 4 HOUR

S

S

S

S

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

EARTH / COMPACT FILL

GRAVEL / GRANULAR FILL

CONCRETE

SAND/ MORTAR/

PLASTER/ CUT STONE

BRICK

CONCRETE MASONRY

UNIT

STONE

(ELEVATION)

BATT INSULATION

ROOF INSULATION

RIGID INSULATION

ACOUSTICAL TILE

GYPSUM BOARD

COVER BOARD

STEEL/ METAL

FINISH WOOD

CONT. FIRE RETARDANT WOOD

BLOCKING/ ROUGH FRAMING

CAST STONE

DISCONTINUOUS FIRE RETARDANT

WOOD BLOCKING / SHIM

FIRE RETARDANT PLYWOOD

MASONRY INSULATION

FIREPROOFING

EIFS (ELEVATION)

METAL / WALL

PANELS

SPANDREL GLASS

SUPPLY

RETURN / EXHAUST

2' x 4' LIGHT FIXTURE

2' X 2' LIGHT FIXTURE

LINEAR PENDANT LIGHT FIXTURE

FIRE EXIT SIGN

INDUSTRIAL STRIP LIGHT

SPRINKLER HEAD

OCCUPANCY SENSOR

ACCESS PANEL

4" X 4' LIGHT FIXTURE

CEILING HEIGHT9'-0"

CAN LIGHT

1' x 4' LIGHT FIXTURE OS

FLOOR PLAN SYMBOLS LEGENDABBREVIATIONS GENERAL NOTESMATERIALS LEGEND

06/15/2023 CC MVP

45-GI-002

GENERAL INFORMATION &

ABBREVIATIONS

1. ALL CONTRACTORS AND THEIR SUPERVISORY PERSONNEL MUST REVIEW THE GENERAL AND

SUPPLEMENTARY CONDITIONS TO THE CONTRACT.

2. ALL WORK MUST CONFORM WITH SPECIFICATIONS.

3. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.

4. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF

CONSTRUCTION AND THE SAFETY OF ALL CONSTRUCTION PERSONNEL AND VISITORS.

5. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

6. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THAT INSTALLER'S WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE VHA CORRECTED. COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE

AND/OR CONDITIONS.

7. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES. CONTACT VHA COR FOR

CLARIFICATIONS, IF REQUIRED.

8. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO THE FACE OF GYP. BOARD/ WALL (FOG), FACE OF MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND COLUMN GRID LINES, UNLESS OTHERWISE NOTED OR

INDICATED.

9. WALL THICKNESSES ARE NOMINAL DIMENSIONS, NOT ACTUAL DIMENSIONS. ALL STUD WALL THICKNESSES ARE

5 INCHES, UNLESS DIMENSIONED OTHERWISE.

10. ALL MASONRY WALLS ARE 8" THICK (NOMINAL), UNLESS DIMENSIONED OR NOTED OTHERWISE.

11. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS REPRESENTATIVE

OF, OR THE SAME, FOR SIMILAR CONDITIONS THROUGHOUT.

12. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, ETC.), CONTACT VHA COR FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION, THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS, AS INDICATED BY THE VHA COR, MUST GOVERN.

13. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT VHA COR FOR

CLARIFICATION.

14. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE VHA

COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK.

15. ANY AND ALL DISCREPANCIES MUST BE REPORTED TO THE VHA COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. IN THESE INSTANCES, NO CHANGE ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR PROCEEDING WITH THE WORK WITHOUT THE VHA COR'S WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR MUST REPAIR AND/OR REPLACE ANY UNAUTHORIZED WORK, AS

INDICATED BY THE VHA COR, AT NO ADDITIONAL COST TO THE OWNER.

16. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING INTERIOR MATERIALS. (I.E. WINDOW SILLS TO GYP. BD., ACT CEILINGS TO MASONRY WALLS, ETC.), REFER TO SPECIFICATION SECTION 07.92.00.

17. DOOR OPENINGS NOT LOCATED BY DIMENSION MUST BE CENTERED IN WALL SHOWN OR LOCATED 2 INCHES FROM FINISH WALL TO FINISH JAMB, ALWAYS ALLOWING A MINIMUM OF 18" FROM THE PULL SIDE OF THE DOOR

TO THE INTERSECTING WALL.

18. CONTRACTOR MUST VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND THEIR SERVICE

CONNECTIONS WITH THE PROPER UTILITY COMPANY.

19. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ALL ROOF OPENINGS AND ROOF ACCESSORIES WITH ALL OTHER TRADES. REFER TO THE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS.

20. LOCATIONS AND SIZES OF ALL CONCRETE MECHANICAL AND ELECTRICAL PADS MUST BE COORDINATED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS, WITH THE SELECTED EQUIPMENT MANUFACTURER/SUPPLIER

AND ARE TO BE APPROVED BY THE VHA COR PRIOR TO PROCEEDING WITH THE WORK.

21. EXCEPT AT FIRE-RATED PARTITIONS, ALL WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8

INCH BELOW STRUCTURE, UNLESS DETAILED OR NOTED OTHERWISE.

22. ALL CEILING HEIGHTS AS SHOWN ON PLANS AND DETAILS ARE FROM SLAB OR TILE FLOOR (FINISHED FLOOR) TO

FINISH CEILING.

23. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE, ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS, DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS.

24. ALL CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER MUST HAVE THE SAME FINISHES AS

ADJOINING SPACES.

25. REFER TO SPECIFICATIONS FOR ALL REQUIRED TESTING AND INSPECTIONS.

26. ANY/ ALL PROPRIETARY PRODUCTS DESCRIBED AND/OR DRAWN IN THE DOCUMENTS (BUT NOT SPECIFIED) ARE TO MEET THE MANUFACTURER'S STANDARD CRITERIA WHICH IS NOT LIMITED TO THE FOLLOWING:

PERFORMANCE REQUIREMENTS, QUALITY ASSURANCE REQUIREMENTS, APPLICABLE SPECIFICATIONS AND VHA STANDARDS, FABRICATION, ASSEMBLY, HANDLING, DELIVERY, STORAGE, INSTALLATION, OPERATION, ADJUSTMENTS, ETC. PROVIDE THE MANUFACTURER'S STANDARD WARRANTY AND STANDARD FINISH WARRANTY. PROVIDE PRODUCT DATA, SHOP DRAWINGS, SAMPLES AND MAINTENANCE DATA, AS REQUIRED.

REFER TO DIVISION 01 SPECIFICATION SECTIONS WHICH ALSO APPLY, SUCH AS SUBSTITUTION PROCEDURES, SUBMITTAL PROCEDURES, QUALITY REQUIREMENTS, REFERENCES, EXECUTION AND CLOSEOUT PROCEDURES.

NOTE: ANY SUBSTITUTIONS MUST MEET THE DESIGN INTENT, AS WELL AS THE CRITERIA DESCRIBED ABOVE.

27. ALL EXTERIOR EXPOSED STEEL MUST BE PAINTED.

28. PROVIDE FIRESTOPPING AND SMOKE STOPPING AS REQUIRED BY THE TYPE OF WALL, REFER TO

SPECIFICATION SECTION 07.84.00.

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

NOT FOR

CONSTRUCTION

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

G

F

H

I

J

K

L

M

N

O

Q

R

S

T

U

V

W

X,Y,Z, SUSPENDED

CORR CORRIDOR/ CORRUGATED

SUSP

CP

CSMT

CT

CTR

CPT

CS

DEMO

DF

DEPT

DBL

CU

CW

DN

DISP

DMT

DIA

DIAG

DR

DH

EQ

EP

EXH

EWC

ETR

EST

ESC

FB

EXP

EXT

FAB

FA

EXIST

EQUIP

FEC

FF

FE

FD

FBO

FHC

FIN

FH

FF&E

FIXT

EL

ELEV

EMERG

ELAST

ELEC

DWG

EJ

EF

EA

DTL

DS

WINDOWWNDW

WR

YD

WH

WP

FINISH/ FINISHED

FIXTURE

FACE BRICK

FIRE HOSE CABINET

FIXTURES / FURNITURE / EQUIPMENT

FURNISHED BY OWNER

FIRE EXTINGUISHER & BRACKET

FIRE HYDRANT

FINISH FLOOR

FIRE EXTINGUISHER CABINET

FLOOR DRAIN

AND

AT

WALL HYDRANT

WATER RESISTANT

WATERPROOFING/ WORKING POINT

YARD

VWC

WC

WD

WB

W/

W

VEST

VERT

VT

TYP

VCT

VB

UNO

UNFIN

TZ

UH

TOW

TRANSF

TV

THRU

TOS

TOD

TOC

TKBD

THK

SWGR

T&G T&B

TEL

SYS

SYM

S.Y.

DRAWING

NO

OD

OPP

OZ

OPNG

OH

NRC

NTS

NOM

OC

MTD

N/A

MULL

MTL

MTG

NIC

N

MOD

MO

MM

EQUAL

EXPANSION/ EXPANDED

ELECTRIC WATER COOLER

EXISTING TO REMAIN

FIRE ALARM

ESCALATOR

EQUIPMENT

EXHAUST

EXTERIOR

EXISTING

FABRICATE

ESTIMATE

ELEVATOR

EMERGENCY

ELECTRICAL PANELBOARD

ELASTOMERIC

EXPANSION JOINT

EXHAUST FAN

ELECTRICAL

ELEVATION

EACH

EAST

ON CENTER

OUTSIDE DIAMETER

NOT TO SCALE

NOISE REDUCTION COEFFICIENT

OPPOSITE

OUNCE

OPENING

OVERHEAD/ OPPOSITE HAND

NOMINAL

NOT IN CONTRACT

METAL

MASONRY OPENING

MOUNTING

NUMBER

NOT APPLICABLE

NORTH

MULLION

MOUNTED

MODULAR

MILLIMETER

LVR

MISC

MFR

MFG

MEMB

MED

MECH

MIN

MH

MBR

MAX

MAS

LWC

M

LH

LT(G)

LPT

LLV

LLH

LF

LBS

DOWNSPOUT

DISPENSER

DEMOUNTABLE

DIAMETER

DOUBLE HUNG

DETAIL

DOOR

DOWN

DIAGONAL

DEMOLISH/ DEMOLITION

DRINKING FOUNTAIN

DEPARTMENT

CASEMENT

CUBIC

COLD WATER

CERAMIC TILE

COUNTERSINK

CONCRETE PIPE

COUNTER

DOUBLE

CARPET

METER (S)

MISCELLANEOUS

MANUFACTURER

MECHANICAL

MEMBRANE

MANHOLE

MINIMUM

MANUFACTURING

MEMBER

MAXIMUM

MASONRY

MEDIUM

LIGHTWEIGHT CONCRETE

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LINEAR FOOT (FEET)

LOUVER

LOW POINT

LIGHT/ LIGHTING

LEFT HAND

POUNDS

T

WEST, WIDTH, WIDE, WATER

WATER CLOSET

VINYL WALLCOVERING

WOOD

WOOD BASE

WITH

VERTICAL

VINYL TILE

VESTIBULE

VINYL COMPOSITION TILE

VAPOR BARRIER (VPR.BR.)

UNLESS NOTED OTHERWISE

UNFINISHED

UNIT HEATER

TRANSFORMER

TOP OF STEEL

TOP OF CURB/ CONCRETE

TERRAZZO

TYPICAL

TELEVISION

TOP OF WALL

TOP OF DECK

THROUGH

TONGUE & GROOVE

TOP & BOTTOM

SQUARE YARD (SQ.YD.)

TACK BOARD

THICK (NESS)

TELEPHONE

TREAD

SYSTEM

SWITCH GEAR

SYMMETRICAL

BOC

BD

BM

BLDG

BLKG

BLK

BTWN

BIT

CAB

BRG

BVL

BSMT

BRK

BW

CMU

CCTV

CAP

CB

BO

CFM

CIP

CG

CF

CJ

CLR

CLOS

CM

CLG

CL

CMT

COMB

COL

CO

CMP

CONST

COORD

CONTR

CONT

CONN

CONC

RETURN AIRRA

SUBFLR

STRUCT

STOR

STL

STG

STC

STD

SPEC

SOG

SP.HD.

SPKR

SOF

SECT

SCH

SHT

SHM

SCN

SAN

RTU

REQMT

REQD

REINF

HEATING

CLOSED CIRCUIT TV

HTG

LAB

LAV

LAM

KIT

INST

INCAND

INV

INT

INSUL

INFO

INCL

HW

HWH

HVAC

IN

ID

HTR

CENTIMETER

CONSTRUCT/ CONSTRUCTION

CONTINUOUS

COORDINATE

CONTRACTOR

CERAMIC MOSAIC TILE

CORRUGATED METAL PIPE

CONNECTION

COMBINATION

CLEAN OUT

CONCRETE

COLUMN

CONTROL JOINT

CLEAR/ CLEARANCE

CENTER LINE

CUBIC FEET PER MINUTE

CAST-IN-PLACE

CORNER GUARD

CUBIC FEET

CAST IRON

CEILING

CLOSET

INTERIOR

INCANDESCENT

LABORATORY

LAMINATE (D)

LAVATORY

KITCHEN

INVERT

SS

SQ

INSTALL/ INSTALLATION

INSULATE/ INSULATION

INFORMATION

INCLUDE (D), (ING)

AIR CONDITIONING

HOT WATER HEATER

INSIDE DIAMETER

HEATING/ VENTILATING/

INCH

HOT WATER

HEATER

SIM

SF

SC

HM

HT

HR

HS

HPT

HORIZ

GYP

HC

HK

HDW

HDR

HD

HDBD

HB

GOVT

GPM

GL

GFRC

BENCH MARK/ BEAM

CONCRETE MASONRY UNIT (S)

CATCH BASIN

BOTH WAYS

BASEMENT

CABINET

CAPACITY

BEARING

BEVELED

BRICK

BOTTOM OF

BACK OF CURB

BITUMINOUS

ACOUSTICAL WALL PANEL

AUTOMATIC

ATTENUATION

BOARD

BUILDING

BLOCKING

BLOCK

BETWEEN

ATTEN

AUTO

AWP

AVG AVERAGE

GYPSUM

HOLLOW CORE

HOLLOW METAL

HEAD

HIGH STRENGTH

HIGH POINT

HOOK

HEIGHT

HOUR

HORIZONTAL

HARDWARE

HEADER

HARDBOARD

HOSE BIBB

RM

RO

S

RFG

RH

REV

GALLON PER MINUTE

GOVERNMENT

GLASS/ GLAZING

GLASS FIBER REINF. CONC.

REC (D)

REF

RCP

RE:

RD

RB

SOUTH

SPEAKER

STRUCTURE/ STRUCTURAL

SOUND TRANSM. COEFFICIENT

STAINLESS STEEL

SEATING

SUBFLOOR

STORAGE

STEEL

STANDARD

SQUARE

SPRINKLER HEAD

SLAB ON GRADE

SPRAY-ON FIREPROOFING

SECURITY HOLLOW METAL

SANITARY SEWER

SPECIFICATION (S)

SIMILAR

SHEET

SCHEDULE

SQUARE FOOT (SQ.FT.)

SECTION

SCREEN

SOLID CORE

ROUGH OPENING

ROOF TOP UNIT

RIGHT HAND

REVISED/ REVISION

ROOM

ROOFING

REINFORCE (D), (ING)

REFRIGERATOR

REFLECTED CEILING PLAN

RECEIVE (D)

REQUIRED

REQUIREMENT

REFERENCE/ REFER TO

ROOF DRAIN

RESILIENT BASE

PVMT

PROJ

PRELIM

PREP

FURR

FDV

GALV

FUT

GC

GA

FTG

FT

FR(FRM)

FDN

FOS

ADD ADDENDUM

ALUMINUM

ARCH PRECAST CONCRETE

ARCHITECT/ ARCHITECTURAL

APPROXIMATE

ACCESS PANEL

ALTERNATE

ANODIZED

AIR HANDLING UNIT

ABOVE FINISH FLOOR

ADJUSTABLE/ ADJACENT

ANOD

APPROX

ARCH

APC

AP

ALUM

ALT

AHU

AFF

ADJ

ACOUSTICAL CEILING TILE

ACOUSTICAL

AREA DRAIN

ACOUSTICAL CEILING PANEL

AIR CONDITIONING

ACOUST

ACT

AD

A/ C

ACP

GENERAL CONTRACTOR

FIRE DEPARTMENT VALVE

GALVANIZED

GAUGE

FOOT/ FEET

FUTURE

FURRING

FOOTING

R

QTY

PVC

PTD

PT

PSI

FRAME (D), (ING)

FACE OF STUDS

FOUNDATION

PSF

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

PAVEMENT

QUANTITY

RISER/ RADIUS/ REVERSED

PAINTED

POINT

POUNDS PER SQUARE FOOT

PROJECT

PRELIMINARY

PREPARE (D)

JST

JT

JC

JAN

JB

JANITOR CLOSET

JOIST

JOINT

JUNCTION BOX

JANITOR

A

B

C

D

E

CI

A/ V AUDIO/ VISUAL

BRKT BRACKET

DIM DIMENSION

E

FS

FVC FIRE VALVE CABINET

FLOOR SINK

HDWD HARDWOOD

KP KICK PLATE

L LONG/ LENGTH

LRG LARGE

ORD OVERFLOW ROOF DRAIN

TOR TOP OF ROOF

TEMP TEMPORARY/ TEMPERED

W/IN WITHIN

W/O WITHOUT

WT WEIGHT

FLUOR

FLR

FLG

FLUORESCENT

FLASHING

FLOOR

FOG

FOF

FOC FACE OF CONCRETE

FACE OF GYPSUM BOARD/ WALL

FACE OF FINISH

P

PANEL BOARDPB

PERP

POLY

PLUMB

PNL

PREFIN

PLAS

PLAM

PL

PERM

PERF

PREFAB

PC

PLASTER

PERPENDICULAR

POLYETHYLENE

PLUMBING

PANEL

PLATE/ PROPERTY LINE

PERFORATE (D)

PERMANENT

PLASTIC LAMINATE

PREFINISHED

PREFABRICATE (D)

PRECAST CONCRETE

PA PUBLIC ADDRESS

PLYWD PLYWOOD

R/W RIGHT OF WAY

GB GRAB BAR

TRANSM TRANSMISSION

VTR VENT THROUGH ROOF

FOM FACE OF MASONRY

FFE FINISH FLOOR ELEVATION

C COURSE

BOT BOTTOM

TOM TOP OF MASONRY

VIF VERIFY IN FIELD

FV FIELD VERIFY

COR CONTRACTING OFFICER'S

REPRESENTATIVE

RR RESTROOM

TOP TOP OF PARAPET

REFLECTED CEILING PLAN SYMBOLS LEGEND

VCS VETERANS CANTEEN SERVICES

ZMiller Rectangle

06/15/2023 HOG DJD

45-S-001

STRUCTURAL GENERAL NOTES

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

NOT FOR

CONSTRUCTION

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

F

A. ALL WORK IS DESIGN TO AND MUST BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST EDITIONS OF

THE FOLLOWING CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE (IBC)

2. AISC 360-16 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS

3. AWS STRUCTURAL WELDING CODES D1.1 AND D1.4

4. APPLICABLE STATUTES AND REGULATIONS OF FEDERAL, STATE AND LOCAL JURISDICTIONS

B. LIVE LOAD:

1. ROOF LIVE LOAD................................ 20 PSF

C. SNOW LOADS

1. GROUND SNOW LOAD....................... 25 PSF

2. DESIGN ROOF SNOW LOAD.............. 24 PSF

3. SNOW DRIFT LOAD........................... 29 PSF

D. WIND LOADS

1. ULTIMATE DESIGN WIND SPEED: 119 MPH (3 SECOND GUST)

2. RISK CATEGORY: III

3. BUILDING CATEGORY: PARTIALLY OPEN

4. WIND EXPOSURE CATEGORY: B

5. GCpi, INTERNAL PRESSURE COEFFICIENT = +/- 0.18

E. SEISMIC LOADS

1. SEISMIC DESIGN CATEGORY: B

2. SOIL SITE CLASS: D - DEFAULT

3. SS, 0.2 SEC. SPECTRAL ACCELERATION, (%g) = 0.123

4. S1, 1 SEC. SPECTRAL ACCELERATION, (%g) = 0.064

5. SDS, 0.2 SPECTRAL RESPONSE COEFFICIENT, (%g) = 0.131

6. SD1, 1 SPECTRAL RESPONSE COEFFICIENT, (%g) = 0.102

7. OCCUPANCY CATEGORY: III

8. Ie, OCCUPANCY IMPORTANCE FACTOR: 1.25

9. ρ, "rho", SEISMIC REDUNDANCY FACTOR = 1.0

F. SPECIAL LOADS.

1. AIR HANDLER UNIT (AHU-01)......... 22560 LBS

2. MAKE-UP AIR UNIT (MAU-01)........ 12240 LBS

G. DESIGN CRITERIA PER FOUNDATION TYPE

1. STAIR PIER FOOTING

1. SOIL BEARING CAPACITY = 1,500 PSF (PER IBC TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES)

2. MINIMUM ISOLATED FOOTING DIMENSION = 18 INCHES

4. MINIMUM FROST DEPTH BELOW GRADE = 40 INCHES

A. UNLESS NOTED OTHERWISE, ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL

DETAILS.

B. PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL COMPARE THE INITIAL CONDITIONS SHOWN

ON THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. ANY DISCREPANCIES BETWEEN THE

DRAWINGS AND SITE CONDITIONS SHALL BE REPORTED TO THE VHA COR AND RESOLVED BEFORE

PROCEEDING WITH THE WORK.

C. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, FOLLOW THE MOST STRINGENT REQUIREMENT

INDICATED OR AS DIRECTED BY THE VHA CO WITHOUT ADDITIONAL COST TO THE OWNER.

D. THE CONTRACTOR SHALL COORDINATE & VERIFY ALL DIMENSIONS & ELEVATIONS SHOWN ON

STRUCTURAL DRAWINGS WITH THE DIMENSIONS AND ELEVATIONS SHOWN ON THE ARCHITECTURAL

DRAWINGS. DISCREPANCIES SHALL BE REPORTED TO THE VHA COR AND RESOLVED PRIOR TO

STARTING ANY RELATED WORK.

E. DETAILS, SECTIONS, & NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL & SHALL APPLY TO SIMILAR SITUATIONS WHERE APPROPRIATE UNLESS NOTED OR OTHERWISE INDICATED.

DETAILS MAY NOT BE DRAWN TO SCALE OR DIMENSIONS INDICATED ON TYPICAL DETAILS AND

SECTIONS MAY REQUIRE ADJUSTMENT TO SUIT SPECIFIC CONDITIONS.

F. MEANS AND METHODS AS WELL AS MAINTAINING SITE SAFETY ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

1. SHORING AND BRACING REQUIREMENTS: WALLS ABOVE GRADE SHALL BE BRACED AND/OR

SHORED UNTIL THE STRUCTURAL SYSTEM IS COMPLETE. WALLS ARE NOT SELF-SUPPORTING.

2. FLOOR AND ROOF STRUCTURES: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD

AND SEQUENCE OF ALL STRUCTURAL ERECTION. PROVIDE TEMPORARY SHORING AND BRACING

AS REQUIRED TO PROVIDE ADEQUATE INTERIM VERTICAL & LATERAL SUPPORT. SHORING AND

BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE IN PLACE AND ALL FINAL CONNECTIONS ARE COMPLETE. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL ROOF AND FLOOR

CONNECTIONS. THE BUILDING SHALL BE ADEQUATELY SHORED AND BRACED UNTIL ALL

STRUCTURAL COMPONENTS ARE COMPLETE AND CONNECTED AS INDICATED ON THE DRAWINGS

AND IN THE SPECIFICATIONS.

G. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE WORK WITH

ALL TRADES & ALL ITEMS TO BE INTEGRATED INTO STRUCTURAL SYSTEM. OPENINGS OR

PENETRATIONS THROUGH, OR ATTACHMENTS TO THE STRUCTURAL SYSTEM THAT ARE NOT

INDICATED ON DRAWINGS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR & SHALL BE

COORDINATED WITH THE CO. THE ORDER OF CONSTRUCTION IS THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR. IT IS THE CONTRACTOR'S OBLIGATION TO PROVIDE ITEMS NECESSARY FOR

THE SELECTED CONSTRUCTION PROCEDURE.

H. OBSERVATION VISITS TO THE SITE BY ARCHITECT'S/ENGINEER'S REPRESENTATIVES SHALL NOT BE

CONSTRUED AS INSPECTIONS OR APPROVALS OF CONSTRUCTION.

I. ALL CONSTRUCTION AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS AND SHALL NOT PROCEED WITH THE WORK INVOLVED UNTIL THE INSPECTIONS HAVE BEEN COMPLETED AND THE

WORK APPROVED BY CO.

J. THE CONTRACTOR MUST SUBMIT A WRITTEN REQUEST AND OBTAIN THE CO'S PRIOR WRITTEN APPROVAL FOR ANY CHANGES, MODIFICATIONS, OMISSIONS, AND/OR SUBSTITUTIONS TO THE WORK

INDICATED HEREIN.

K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTIONS IN AND AROUND THE JOB

SITE AND/OR ADJACENT PROPERTIES THAT MAY BE AFFECTED BY THE WORK. ALL SUPPORT OF

CONSTRUCTION LOADS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL SHORING AND BRACING REQUIRED FOR THE PROTECTION OF LIFE & PROPERTY DURING THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL PROCEDURES OF SOIL EXCAVATION, BACKFILL, & SUPPORT OF ADJACENT PROPERTY DURING EARTHWORK SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR.

L. ALL DIMENSIONS INDICATED ON PLANS SHALL BE TO CENTERLINE OF COLUMNS, TOP OF STEEL, OR TOP OF SLAB, UNLESS NOTED OR INDICATED OTHERWISE. REFER TO ARCHITECTURAL DRAWINGS FOR

ALL DIMENSIONS NOT INDICATED ON STRUCTURAL DRAWINGS.

A. REINFORCING STEEL CRITERIA:

1. ALL REINFORCING, INCLUDING WWF, SHALL BE DETAILED, BOLSTERED, & SUPPORTED TO COMPLY WITH

ACI 315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES" &

CRSI RECOMMENDATIONS.

2. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60, Fy = 60 KSI MIN, UNLESS NOTED

OTHERWISE.

3. A706 BARS MAY BE SUBSTITUTED WITH A615 BARS IF MILL CERTIFICATIONS ARE SUBMITTED SHOWING ACTUAL YIELD STRENGTH DOES NOT EXCEED SPECIFIED STRENGTH BY MORE THAN 18 KSI AND Ft ≥1.25Fy.

4. REINFORCING BARS SHALL NOT BE WELDED UNLESS SPECIFICALLY SHOWN ON DRAWINGS.

5. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A BAR BENDER ACCORDING TO ACI 350 BAR

BEND RADIUS.

B. REINFORCING STEEL PLACEMENT:

1. BARS SHALL BE TIED SECURE PRIOR TO PLACEMENT OF CONCRETE TO MAINTAIN PROPER PLACEMENT AFTER CONCRETE IS IN PLACE. USE CHAIRS OR OTHER SUPPORT DEVICES RECOMMENDED BY CRSI TO

SUPPORT & TIE REINFORCEMENT BARS & WWF PRIOR TO PLACING CONCRETE.

2. REINFORCING STEEL COVERAGE SHOULD CONFORM TO THE REQUIREMENTS SPECIFIED IN DETAILS LABELED “TYPICAL CONCRETE CLEAR COVER” UNLESS NOTED OTHERWISE ON THE DRAWINGS. COVER SPECIFIED SHALL BE CONSIDERED MINIMUMS THAT MAY REQUIRE INCREASING WHERE REINFORCING

STEEL INTERSECTS FOR DIFFERENT MEMBER TYPES.

3. ALL EMBEDMENT & DOWELS SHALL BE SECURELY TIED TO FORM WORK OR TO ADJACENT REINFORCING

PRIOR TO THE PLACEMENT OF CONCRETE.

4. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS, &

INSERTS PRIOR TO CONCRETE PLACEMENT.

A. ALL CONCRETE MATERIALS SHALL COMPLY WITH THE STANDARDS SPECIFIED IN THE SPECIFICATIONS.

EACH MIX DESIGN SHALL BE REVIEWED BY AN APPROVED INDEPENDENT LABORATORY & SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AT LEAST 2 WEEKS PRIOR TO THE PLACEMENT OF CONCRETE.

ANY CONCRETE THAT FAILS TO MEET SPECIFICATIONS SHALL BE REMOVED & REPLACED AT THE EXPENSE

OF THE CONTRACTOR.

B. PREPARE CONCRETE MIX DESIGNS FOR EACH TYPE AND STRENGTH OF CONCRETE. STRENGTH OF CONCRETE SHALL BE DETERMINED BY USING EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS AS SPECIFIED IN ACI 301. IF TRAIL BATCH METHOD IS USED, USE AN INDEPENDENT TESTING

FACILITY ACCEPTABLE TO ENGINEER FOR PREPARING AND REPORTING PROPOSED DESIGN MIX.

C. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE "CLASSES OF CONCRETE MATRIX". THE

NOTES BELOW ARE PROVIDED FOR EASY REFERENCE ONLY.

D. CONCRETE CRITERIA:

1. NORMAL WEIGHT CONCRETE SHALL HAVE A UNIT WEIGHT OF 145 TO 155 PCF.

2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33.

3. LIGHTWEIGHT CONCRETE SHALL HAVE A UNIT WEIGHT NOT TO EXCEED 110 PCF.

4. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C330.

5. AGGREGATE TO BE 3/4" MINUS, UNLESS NOTED OTHERWISE.

6. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C94 AND ACI 304.

7. NON SHRINK GROUT SHALL CONFORM TO ASTM C1107.

8. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY ENGINEER OF

RECORD.

9. USE SET RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY THE ENGINEER

OF RECORD.

10. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS.

11. DO NOT USE CALCIUM CHLORIDE.

12. WATER REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494, AND USED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

13. AIR ENTRAINMENT SHALL CONFORM TO ASTM A C260 AND SHALL BE USED IN ALL CONCRETE MIXTURES

EXPOSED TO WEATHER.

14. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I/II.

15. ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION, SPADING, RODDING OR FORKING SO THAT THE

CONCRETE IS THOROUGHLY WORKED AROUND THE REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE

CORNERS OF FORMS WITHOUT SEGREGATION OF MATERIALS.

16. CONCRETE TOLERANCES SHALL BE AS SPECIFIED IN ACI 301 AND AS FOLLOWS: • TOPS OF WALLS AND COLUMNS: -3/4", +0" • PLUMBNESS: 1/4" IN 10 FEET, 1" MAXIMUM TOTAL • PLAN ALIGNMENT:1/2" IN 20 FEET, 1" MAXIMUM TOTAL • CROSS-SECTIONAL DIMENSION.: -1/4", +1/2" • SIZE AND LOCATION OF SLEEVES AND

BLOCKOUTS: ±1/4" • SLAB AND BEAM SOFFITS: 1/4" IN 10 FEET, 3/4" MAXIMUM TOTAL

17. CRACKING OF CONCRETE SLABS DUE TO SHRINKAGE IS EXPECTED. THE GENERAL CONTRACTOR SHALL ANTICIPATE REPAIRING CRACKS IN ALL SLABS. ROUT AND SEAL ALL CRACKS 0.01 INCH WIDE AND

GREATER.

18. MINIMUM 28 DAY COMPRESSIVE STRENGTH (fc') = 3000 PSI, UNLESS OTHERWISE NOTED

STRUCTURAL CONCRETE NOTES

REINFORCING STEEL NOTES

STRUCTURAL STEEL NOTES GENERAL STRUCTURAL NOTES

DESIGN CRITERIA

A. ALL WORK WITH STRUCTURAL STEEL SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS. DATA

LISTED HERE IS FOR REFERENCE ONLY.

B. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION AND THE AISC CODE OF STANDARD PRACTICE CURRENT EDITION. A CERTIFIED WELDER APPROVED BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH AWS, STRUCTURAL

WELDING CODE D1.1, SHALL PERFORM ALL WELDING.

C. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF STEEL ON EACH PIECE, WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES, FOR THE PURPOSE OF FIELD INSPECTION OF PROPER

GRADE OF STEEL.

D. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES, SHAPES, AND BARS SHALL BE NEW

STEEL CONFORMING TO ASTM SPECIFICATION A6.

E. STRUCTURAL STEEL MATERIAL:

1.UNLESS NOTED OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS:

• W-AND WT-SHAPES: ASTM A 992 GRADE 50.

• M-AND S-SHAPES: ASTM A 36.

• C-SHAPES: ASTM A 36.

• L-SHAPES: ASTM A 36.

• RECTANGULAR HSS: ASTM A 500, GRADE B (FY=46 KSI).

• STEEL PIPES: ASTM A 53 (TYPES E OR S), GRADE B.

• BASE PLATES: ASTM A36.

• EDGE ANGLES, BENT PLATES, ANGLE HANGERS, AND ANGLE KICKERS: ASTM A 36.

• OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERWISE SHALL CONFORM TO ASTM A992 OR

ASTM A 572, GRADE 50, EXCEPT PLATES AND ANGLES THAT SHALL BE ASTM A 36.

F. STRUCTURAL STEEL BOLTS AND THREADED FASTENERS:

1. A325 BOLTS: ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO ASTM A 325 TYPE 1, UNLESS

NOTED OTHERWISE.

2. A307 BOLTS: ANCHOR BOLTS.

G. WELDING CRITERIA:

1. UNLESS NOTED OTHERWISE, ELECTRODES FOR WELDING SHALL CONFORM TO E70XX (SMAW), F7XX-EXXX

(SAW), ER70S-X (GMAW), OR E7XT-X (FCAW).

H. GROUT CRITERIA:

1. GROUT SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH A MINIMUM STRENGTH OF 6,000 PSI WHEN BEARING ON 3,000 PSI CONCRETE OR LESS, A STRENGTH OF 8,000 PSI UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

I. MISCELLANEOUS REQUIREMENTS:

1. STRUCTURAL STEEL SHALL BE COATED WITH A RUST INHIBITED PRIMER. DO NOT PRIME BEAMS COATED WITH FIRE SPRAY PROTECTION, ENCASED IN CONCRETE, SURFACES TO BE WELDED, AND TOPS OF BEAMS

IN COMPOSITE CONSTRUCTION.

2. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE GALVANIZED OR PAINTED WITH

A HIGH PERFORMANCE PAINT SYSTEM PER PROJECT SPECIFICATIONS.

3. ALL MEMBERS SHALL BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS NOTED

OTHERWISE.

4. NO CUTTING OR BURNING OF STEEL IS ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE

STRUCTURAL ENGINEER.

5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED ARE ALLOWED IN THE STRUCTURAL STEEL. NO SPLICING OF STRUCTURAL STEEL IS PERMITTED UNLESS APPROVED IN WRITING BY ENGINEER.

AB ANCHOR BOLT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ARCH ARCHITECT / ARCHITECTURAL

BF BOTTOM OF FOOTING

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BW BOTTOM OF WALL

CFMF COLD FORMED METAL FRAMING

CFS COLD FORMED STEEL

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

DEMO DEMOLISH / DEMOLITION

DIM DIMENSION

DWG DRAWING

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION / EXPOSED

FDN FOUNDATION

FF FINISH FLOOR

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FRMG FRAMING

FT FOOT/ FEET

FTG FOOTING

GA GAUGE

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

HAS HEADED ANCHOR STUD

HDR HEADER

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

IN INCH

INCL INCLUDE (D), (ING)

JST JOIST

KIPS

LONG / LENGTH

LBS/# POUNDS

LF LINEAR FOOT (FEET)

LLBB LONG LEG BACK-TO-BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LWC LIGHTWEIGHT CONCRETE

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

PC PRECAST CONCRETE

PL PLATE

PLYWD PLYWOOD

PREFAB PREFABRICATE (D)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

REINF REINFORCE (D), (ING)

REQD REQUIRED

RO ROUGH OPENING

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCH SCHEDULE

SF SQUARE FOOT (SQFT)

SIM SIMILAR

SLBB SHORT LEG BACK-TO-BACK

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

STD STANDARD

STL STEEL

STRUCT STRUCTURE / STRUCTURAL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TF TOP OF FOOTING

TO TOP OF

TOC TOP OF CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PLATE

TW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

W WIDTH, WIDE

W/ WITH

W/O WITHOUT

WP WORK POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL ABBREVIATIONS

K

LG

MJacobs Snapshot

S301

S301

S301

S301

S301

7'- 6"

7'-

7'-

8" 7'-

8"

6'- 3"

9'- 1"

4'-9" 7'-2" 7'-2" 7'-2"

1'-3" 5'-6" 6'-0" 1'-7"

7'-2"

S501

S501

S501

1'- 0"

06/15/2023 HOG DJD

45-S-101

STRUCTURAL FRAMING PLAN

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

NOT FOR

CONSTRUCTION

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

GENERAL STRUCTURAL NOTES

1 2 3 4 5

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

HSS 4x 4x1

/2

W8X21 W8X21

W8X21 W8X21

W8X21 W8X21

W8X21

W8X21

W8X21 W8X21 W8X21

W8X21W8X21

W8X21W8X21

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W8X21

W 8X

W8X21

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

1' 2' 4' 8' 16'0

STRUCTURAL FRAMING PLAN

No rth

MC6x12

(UNDER EXST.

CONC ROOF)

MC6x12

(UNDER EXST.

CONC ROOF)

MC6x12

(UNDER EXST.

CONC ROOF)

A. UNLESS NOTED OTHERWISE, ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL DETAILS.

B. PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL COMPARE THE INITIAL CONDITIONS SHOWN

ON THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. ANY DISCREPANCIES BETWEEN THE

DRAWINGS AND SITE CONDITIONS SHALL BE REPORTED TO THE VHA COR AND RESOLVED BEFORE

PROCEEDING WITH THE WORK.

C. DIMENSIONS ARE TO THE SUPPORTS OF THE AHU-01/MAU-01 FRAME. COORDINATE WITH THE MECHANICAL

EQUIPMENT MANUFACTURERS FOR UNIT DIMENSION REQUIREMENTS. COORDINATE ALL ROOF

PENETRATIONS WITH MANUFACTURER BEFORE ANY ROOF DEMOLITION.

D. FINISHED FLOOR ELEVATION DATUM: 0' - 0".

C

D

E

F

G

W 8X

(E ) 8

BL

7'

-8 " O

.C

(E) 10WF21 @ 14'-4" O.C.

KEY NOTES:

1. EXISTING STRUCTURAL STEEL ROOF BEAMS BELOW EXISTING CONCRETE ROOF DECK, TYPICAL.

2. EXISTING CONCRETE ROOF DECK (ROOFING NOT SHOWN; RE: ARCHITECTURE).

3. SAW-CUT NEW OPENING IN EXISTING CONCRETE ROOF DECK. COORDINATE OPENING SIZE AND LOCATION

WITH MECHANICAL.

4. SAW-CUT 1'x1' OPENING IN EXISTING CONCRETE ROOF DECK TO INSTALL & WELD HSS TO EXISTING

STRUCTURAL STEEL. REMOVE AND REPLACE EXISTING ROOF AND ROOF DECK AS INDICATED ON

ARCHITECTURAL DRAWINGS. TYPICAL (11) LOCATIONS.

3 4 5

4'-9"

14'-4" 14'-4"

7'-2" 7'-2" 7'-2" 7'-2"

7'-2" 7'-0" 7'-4"

14'-4"

3 4 52

1'-7" 7'-2"3'-2"2'-10"5'-6"1'-3"

14'-4" 14'-4"

14'-4"

1'-7"

6'-0"5'-6"1'-3" 4"

D E F

7'-6" 7'-10" 7'-8" 7'-8"

F G

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

4"

S-101

06/15/2023 HOG DJD

45-S-301

STRUCTURAL FRAMING

ELEVATIONS

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

NOT FOR

CONSTRUCTION

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

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

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

FRAMING ELEVATION - NORTH AT GRID F

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

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

MAU-01 FRAMING ELEVATION - WEST

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

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

AHU-01 FRAMING ELEVATION - NORTH

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

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

MAU-01 FRAMING ELEVATION - NORTH

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

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

AHU-01 FRAMING ELEVATION - WEST

EXISTING 8BL13 EXISTING 6H15.5

COL, TYP

EXISTING 8BL13

EXISTING 6H15.5

EXISTING 8BL13

EXISTING 6H15.5

EXISTING 8BL13

EXISTING 8BL13

S-101

OPP.

S-101

OPP.

S-101

S-101

AHU-01;

REF. MECH. PLAN

MAU-01 (BEYOND);

REF. MECH. PLAN

AHU-01;

REF. MECH. PLAN

AHU-01;

REF. MECH. PLAN

MAU-01;

REF. MECH. PLAN

MAU-01;

REF. MECH. PLAN

S-101

S-101

EXISTING 10WF21EXISTING 6H15.5

EXISTING 6H15.5

COL, TYP

EXISTING 10WF21

COL.

BEYOND COL.

BEYOND

COL.

BEYOND

TYP.

TYP.

TYP.

TYP.

S-101

TYP.

EXIST CONC

ROOF DECK

EXIST CONC

ROOF DECK

EXIST CONC

ROOF DECK

EXIST CONC

ROOF DECK

EXIST CONC

ROOF DECK

TOS EL: 15'-10"

TOS EL: 15'-10"

TOS EL: 15'-10"

TOS EL: 15'-10"

TOS EL: 15'-10"

A A

2 1/2" 2 1/2"

3"

1 1/2"

1 1/2"

AA

BB

2 1/2" TYP

1/2" TYP

1 1/4" TYP

2 1/2"

2 1/2"

VARIES

(1" MIN)

1/2" TYP

2 1/2" TYP

1 1/4" TYP

3/16

06/15/2023 HOG DJD

45-S-501

STRUCTURAL DETAILS

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

NOT FOR

CONSTRUCTION

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

W8 SEE PLAN

L 4x4x1/4" WITH (2) 3/4"

SC A325 BOLTS EA LEG

3"

2 1/2"

MIN 1'-6" (NTS)

6"6"

L 4x4x1/4" WITH (2) 3/4" SC

A325 BOLTS EA LEG

SCALE: NOT TO SCALE

TYPICAL BEAM CONNECTION DETAIL

TYPICAL COLUMN CONNECTION DETAIL

EXISTING 8BL13 BEAM

EXISTING 6H15.5 COLUMN

EXISTING 10WF21 BEAM

REFER TO ARCH FOR

CLOSURE DETAIL

CREATE HOLE IN

EXISTING CONC

PLANK

SECTION A - A

3/16

3/16

EXISTING 8BL13 BEAM

EXISTING 6H15.5 COLUMN

CENTER NEW PL 6x6x1/4" TO

TOP OF EXISTING COLUMN

NEW HSS COLUMN;

REF. PLAN

TYPICAL EXTERIOR STAIR PIER

4' MIN

1 1/4"

2 3/4"

2 3/4"1 1/4"

8"

8"

STAIR DESIGN BY

MANUFACTURER

STAIR DESIGN BY

MANUFACTURER

3/8" BASE PLATE

(4) 5/8" Ø HEADED

ANCHOR BOLTS

ANCHOR BOLT, TYP

BASE PLATE

NON-SHRINK

GROUT1" MIN.

1'-6"

TYP STEEL FRAMING CONNECTION

CONNECTION TO EXISTING STEEL

SECTION A - A

CAST-IN-PLACE

ANCHOR

(6) #5 VERTICAL

REBAR W/ #4 TIES

AT 12" MAX.

VERTICAL REBAR

& TIES

SECTION B - B

3"

12"

MAX.

1'-6"Ø

WELD PL TO

TOP OF BEAMS

EXISTING CONC ROOF

PANEL

FILL RECESS WITH NON-SHRINK

GROUT AFTER ERECTION

PL 3/8"x4"x0'-5"

W/ (2) 3/4"Ø A325-N BOLTS

NEW MC6x12

1/4 1/4

VARIES (1" MIN)

EXISTING CONC ROOF PANEL (SLAB)

FILL RECESS WITH NON-SHRINK

GROUT AFTER ERECTION

EXISTING CONC PANEL

THICKENED EDGE

PL 3/8"x4"x0'-5"

W/ (2) 3/4"Ø A325-N BOLTS

NEW MC6x12

EXISTING 8BL13

1/4 1/4

ROOFING RE: ARCH

ROOFING RE: ARCH

2" CLEAR 8" MIN.

EFF. EMBED

3/4" CHAMFER

6" MIN

1 1/2"

1 1/2"

NOTE: TOC PIERS AT CONCRETE SIDEWALK TO MATCH TOC CONCRETE SIDEWALK

FINISHED GRADE

COMPACTED OR

UNDISTURBED

SUBGRADE

NOTE: IF SUPPORT DOES NOT

ALIGN WITH THICKENED EDGE,

FILL GAP WITH NON-SHRINK

GROUT TO SLAB.

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

J

K

15'-4 1/2" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 15'-4 1/2"

'-4

1/ 2"

'-4

'-4

'-4

'-4

'-4

'-4

'-4

'-4 1/

2"

STORAGE

KITCHEN AREA

KITCHEN AREA

CORRIDOR

MECH. ROOM

KITCHEN AREA

SERVERY

KITCHEN

AREA

KITCHEN AREA

KITCHEN AREA

KITCHEN AREA

111A

-10F

FREEZER

35F

REFRIGERATOR

113 KITCHEN AREA

VCS ADMIN

OFFICE

KITCHEN AREA

KITCHEN AREA

VENDING AREA

CORRIDOR

DINING ROOM

KITCHEN AREA

MGR.

OFFICE

ELECT.

116A

ELECT.

116E

ELECT.

116B

ELECT.

116C

ELECT.

116D

RETAIL

STORAGE

EMS

HOUSEKEEPING

PATRIOT

STORE

MEN

105C-45

WOMEN

105B-45 UTILITY

CLOSET

1105C-45

STORAGE

105NE-45

LOBBY

105A-45

DINING RM.

STORAGE

123A

HOUSEKEEPING

STORAGE

123B

TELE

CLOSET

123D

HOUSEKEEPING

STORAGE

123C

CHASE

122A

1. DEMOLISH WALL TO THE EXTENT REQUIRED TO FACILITATE INSTALLATION OF THE NEW

MECHANICAL EQUIPMENT. VERIFY AND RELOCATE EXISTING INFRASTRUCTURE AS REQUIRED

INCLUDING BUT NOT LIMITED TO MECHANICAL PIPING AND ELECTRICAL CONDUITS.

2. DEMOLISH DOOR AND FRAME AND ALL ASSOCIATED CONSTRUCTION.

3. DEMOLISH EXISTING STEEL PIPE COLUMNS, STEEL BEAMS AND OTHER CONSTRUCTION

ASSOCIATED WITH THE EXISTING MECHANICAL UNIT SUPPORT STRUCTURE. PATCH CONCRETE

FLOOR AT BASE OF DEMOLISHED COLUMNS AS REQUIRED TO BE FLUSH WITH EXISTING FLOOR.

4. DEMOLISH PORTION OF WALL CONSTRUCTION TO THE EXTENT REQUIRED FOR INSTALLATION OF

NEW DOORS.

KEY NOTES: -

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

DEMOLITION FLOOR PLAN

A. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

INFORMATION.

B. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE (VHA COR) BEFORE

PROCEEDING WITH THE WORK.

C. CONTRACTOR MUST ENSURE THAT ALL EXISTING CONDITIONS WHICH ARE NOT IN CONTRACT

REMAIN UNDAMAGED THROUGHOUT THE DURATION OF THE CONSTRUCTION. ANY DAMAGED

EXISTING CONDITIONS MUST BE REPLACED IN-KIND AT THE SOLE EXPENSE OF THE

CONTRACTOR.

06/15/2023 MR MVP

45-AD-110

DEMOLITION FLOOR PLAN

N or th

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

DEMOLITION FLOOR PLAN NOTES

6"

B

C

D

E

F

G

H

J

K

15'-4 1/2" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 15'-4 1/2"

'-4

1/ 2"

'-4

'-4

'-4

'-4

'-4

'-4

'-4

'-4 1/

2"

STORAGE

KITCHEN AREA

KITCHEN AREA

CORRIDOR

MECH. ROOM

KITCHEN AREA

SERVERY

KITCHEN

AREA

KITCHEN AREA

KITCHEN AREA

KITCHEN AREA

111A

-10F

FREEZER

35F

REFRIGERATOR

113 KITCHEN AREA

114MGR.

OFFICE

ELECT.

VCS ADMIN

OFFICE

KITCHEN AREA

KITCHEN AREA

VENDING AREA

CORRIDOR

DINING ROOM

KITCHEN AREA

ELECT.

116E

VENDING AREA

RETAIL

STORAGE

EMS

HOUSEKEEPING

PATRIOT

STORE

MEN

105C-45

WOMEN

105B-45 UTILITY

CLOSET

1105C-45

STORAGE

105NE-45

LOBBY

105A-45

DINING RM.

STORAGE

123A

HOUSEKEEPING

STORAGE

123B

TELE

CLOSET

123D

HOUSEKEEPING

STORAGE

123C

CHASE

122A 1. DEMOLISH SUSPENDED CEILING SYSTEM, TILES, GRID, LIGHTS AND AIR TERMINALS.

2. DEMOLISH EXISTING GYP. BD. CEILING, LIGHTING AND ALL ASSOCIATED CONSTRUCTION.

3. EXISTING GYP. BD. SOFFIT TO REMAIN.

4. OPEN CEILING, DEMOLISH LIGHTING.

KEY NOTES: -

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN

A. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

B. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE (VHA COR) BEFORE PROCEEDING

WITH THE WORK.

C. CONTRACTOR MUST ENSURE THAT ALL EXISTING CONDITIONS WHICH ARE NOT IN CONTRACT REMAIN

UNDAMAGED THROUGHOUT THE DURATION OF THE CONSTRUCTION. ANY DAMAGED EXISTING

CONDITIONS MUST BE REPLACED IN-KIND AT THE SOLE EXPENSE OF THE CONTRACTOR.

D. GENERAL CONTRACTOR MUST PROVIDE TEMPORARY UPRIGHT SPRINKLER HEADS PER NFPA 241 (2013)

PARAGRAPH 8.6.2.

E. REFER TO SHEET 45-A-100 FOR PROJECT PHASING.

F. REMOVE AND REINSTALL ALL EXISTING FIRE ALARM DEVICES, SPEAKERS, OCCUPANCY SENSORS, SECURITY AND TECHNOLOGY DEVICES, ETC. AS REQUIRED TO FACILITATE THE REMOVAL AND

REPLACEMENT OF THE ARCHITECTURAL CEILINGS AND MECHANICAL DUCT WORK. VERIFY EXISTING

CONDITIONS IN FIELD.

G. REFER TO SPECIFICATION SECTION 01 35 26, 1.12, "SAFETY REQUIREMENTS" FOR INFECTION CONTROL

REQUIREMENTS.

06/15/2023 MR MVP

45-AD-120

DEMOLITION REFLECTED CEILING

PLAN

N or th

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

DEMO REFLECTED CEILING PLAN NOTES:

LEGEND:

GYP. BD. CEILING TO BE DEMOLISHED.

CEILING GRID TO BE DEMOLISHED.

GYP. BD. CEILING TO REMAIN.

OPEN TO DECK.

B

C

D

E

F

G

H

J

K

15'-4 1/2" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 15'-4 1/2"

'-4

1/ 2"

'-4

'-4

'-4

'-4

'-4

'-4

'-4

'-4 1/

2"

MECHANICAL

PENTHOUSE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

1. DEMOLISH EXISTING MECHANICAL SHED, DOOR, ETC AND ALL ASSOCIATED CONSTRUCTION

DOWN TO EXISTING ROOF DECK. PROVIDE TEMPORARY WEATHER-PROOFING UNTIL

FINISHED ROOF MEMBRANE IS INSTALLED.

2. DEMOLISH EXISTING MECHANICAL EQUIPMENT AND ALL ASSOCIATED CONSTRUCTION.

REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

3. DEMOLISH EXISTING ROOFING MEMBRANE, INSULATION AND ROOF DECK TO FACILITATE

NEW ROOF PENETRATION FOR MECHANICAL EQUIPMENT.

KEY NOTES: -

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

DEMOLITION PENTHOUSE PLAN

A. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

INFORMATION.

B. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY

DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING WITH THE WORK.

C. CONTRACTOR MUST ENSURE THAT ALL EXISTING CONDITIONS WHICH ARE NOT IN

CONTRACT REMAIN UNDAMAGED THROUGHOUT THE DURATION OF CONSTRUCTION. ANY

DAMAGED EXISTING CONDITIONS MUST BE REPLACED IN-KIND AT THE SOLE EXPENSE OF

THE CONTRACTOR.

06/15/2023 MR MVP

45-AD-130

DEMOLITION PENTHOUSE AND

ROOF PLAN

N or th

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

DEMOLITION ROOF PLAN NOTES

EXISTING STRUCTURE TO REMAIN

REMOVE EXISTING MECHANICAL

SHED IN ITS ENTIRETY.

TIE INTO EXISTING INSULATION

WITH MATCHING RIGID INSUL.

TIE INTO EXISTING ROOFING

WITH MATCHING ROOFING

MATERIALS.

TIE INTO EXISTING FLASHING WITH

MATCHING MATERIALS.

SCALE:

1' 2'0

1 1/2" = 1'-0" 6" 3'

DETAIL AT MECHANCIAL PENTHOUSE

DRAWING TITLE

2 2

B

C

D

E

F

G

H

J

K

15'-4 1/2" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 15'-4 1/2"

'-4

1/ 2"

'-4

'-4

'-4

'-4

'-4

'-4

'-4

'-4 1/

2"

STORAGE

KITCHEN AREA

KITCHEN AREA

CORRIDOR

MECH. ROOM

KITCHEN AREA

SERVERY

KITCHEN

AREA

KITCHEN AREA

KITCHEN AREA

KITCHEN AREA

111A

-10F

FREEZER

35F

REFRIGERATOR

113 KITCHEN AREA

114MGR.

OFFICE

ELECT.

VCS ADMIN

OFFICE

KITCHEN AREA

KITCHEN AREA

VENDING AREA

CORRIDOR

DINING ROOM

KITCHEN AREA

ELECT.

116E

VENDING AREA

RETAIL

STORAGE

EMS

HOUSEKEEPING

PATRIOT

STORE

MEN

105C-45

WOMEN

105B-45 UTILITY

CLOSET

1105C-45

STORAGE

105NE-45

LOBBY

105A-45

DINING RM.

STORAGE

123A

HOUSEKEEPING

STORAGE

123B

TELE

CLOSET

123D

HOUSEKEEPING

STORAGE

123C

CHASE

122A

PHASE 1: NEW AIR HANDLER, DINING ROOM & KITCHEN

INSTALL ALL NEW STRUCTURAL SUPPORTS. PLACE NEW AHU AND MAKE REQUIRED

DUCT DROPS. COMPLETE ALL ASSOCIATED WORK RELATED TO FLASHING, PATCHING

AND REPAIRING OF EXISTING ROOFING. WORK IN VCS ADMIN OFFICE TO BE DONE

DURING NIGHT AND WEEKEND HOURS ONLY. EXISTING ROOFTOP AHU AND

PENTHOUSE SHALL REMAIN DURING THIS PHASE. ALLOW ACCESS TO

REFRIGERATOR/FREEZER.

PHASE 2: LOBBY, RESTROOMS & VCS STORE

PROVIDE STEAM AND CHILLED WATER TO ROOM 106 PER MECH DRAWINGS.

EXISTING SERVICE SHALL REMAIN TO AHU IN PENTHOUSE. WORK SHALL BE

COMPLETED DURING NIGHT HOURS. DEMOLISH PENTHOUSE, AHU AND

ASSOCIATED UTILITIES.

1. PROPOSED TEMPORARY ICRA BARRER AND EGRESS DOORS (WHERE REQUIRED). REFER TO

SPECIFICATION SECTION 01 35 26, 1.12 FOR INFECTION CONTROL REQUIREMENTS.

KEY NOTES: -

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

PHASING PLAN

A. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

B. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE (VHA COR) BEFORE PROCEEDING WITH THE WORK.

C. CONTRACTOR MUST ENSURE THAT ALL EXISTING CONDITIONS WHICH ARE NOT IN CONTRACT REMAIN UNDAMAGED THROUGHOUT THE DURATION OF THE CONSTRUCTION. ANY DAMAGED EXISTING CONDITIONS

MUST BE REPLACED IN-KIND AT THE SOLE EXPENSE OF THE CONTRACTOR.

D. CONTRACTOR MUST MAINTAIN ADEQUATE AND SAFE EGRESS FROM ALL SPACES AT ALL TIMES DURING

CONSTRUCTION.

06/15/2023 MR MVP

45-A-100

PHASING PLAN

N or th

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

PHASING PLAN GENERAL NOTES

PHASING LEGEND:

B

C

D

E

F

G

H

J

K

15'-4 1/2" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 15'-4 1/2"

'-4

1/ 2"

'-4

'-4

'-4

'-4

'-4

'-4

'-4

'-4 1/

2"

STORAGE

KITCHEN AREA

KITCHEN AREA

CORRIDOR

MECH. ROOM

KITCHEN AREA

SERVERY

KITCHEN

AREA

KITCHEN AREA

KITCHEN AREA

KITCHEN AREA

111A

-10F

FREEZER

35F

REFRIGERATOR

113 KITCHEN AREA

MGR.

OFFICE

ELECT.

116A

VCS ADMIN

OFFICE

KITCHEN AREA

KITCHEN AREA

VENDING AREA

CORRIDOR

DINING ROOM

KITCHEN AREA

ELECT.

116E

ELECT.

116B

ELECT.

116C

ELECT.

116D

VENDING AREA

RETAIL

STORAGE

EMS

HOUSEKEEPING

PATRIOT

STORE

MEN

105C-45

WOMEN

105B-45 UTILITY

CLOSET

105C-45

STORAGE

105NE-45

LOBBY

105A-45

DINING RM.

STORAGE

123A

HOUSEKEEPING

STORAGE

123B

TELE

CLOSET

123D

HOUSEKEEPING

STORAGE

123C

CHASE

122A

5'-10" 3'-4"

MO

1. NEW CONCRETE MASONRY WALL WITH FINISH TO MATCH EXISTING ADJACENT WALL FINISH.

2. NEW MECHANICAL CHASE; CLEAR INSIDE DIMENSION OF 8" DEEP x 24" WIDE. PROVIDE LIGHT GAUGE METAL FRAMING AND 5/8" TYPE X GWB (FINISHED TO MATCH ADJACENT WALLS). EXTEND 6" ABOVE EXISTING CEILING AND MODIFY EXISTING SUSPENDED CEILING TILE AND GRID AS REQUIRED.

PROVIDE 24" x 24" TAMPER-PROOF FLUSH ACCESS PANEL (COORDINATE HEIGHT WITH MECHANICAL

VALVES). REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

KEY NOTES: -

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

FLOOR PLAN

A. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

B. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE (VHA COR) BEFORE PROCEEDING WITH THE WORK.

C. CONTRACTOR MUST ENSURE THAT ALL EXISTING CONDITIONS WHICH ARE NOT IN CONTRACT REMAIN UNDAMAGED THROUGHOUT THE DURATION OF THE CONSTRUCTION. ANY DAMAGED EXISTING CONDITIONS

MUST BE REPLACED IN-KIND AT THE SOLE EXPENSE OF THE CONTRACTOR.

D. PAINT NEW HOLLOW METAL DOOR FRAMES TO MATCH ADJACENT DOOR FRAMES.

E. DOOR HARDWARE FINISH TO MATCH EXISTING ADJACENT DOOR HARDWARE.

06/15/2023 MR MVP

45-A-110

FLOOR PLAN

N or th

VEG 19.19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issue: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

578-17-012

5000 5th Ave, Hines, IL 60141

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE AIR HANDLING UNITS

BUILDING 45

REV 0 - 100% CONSTRUCTION DOCUMENTS 06/15/2023

GENERAL FLOOR PLAN NOTES:

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

1' 2' 4' 8' 16'0

DOOR & FRAME TYPE SCHEDULE

A

PER

SCHEDULE

PE

R

SC

HE

DU

LE

F1

PER

SCHEDULE

PE

R

SC

HE

DU

LE

4"

2" 2"

GENERAL DOOR SCHEDULE NOTES:

A. REFER TO SPECIFICATION SECTION 08 71 00 "DOOR HARDWARE" FOR ADDITIONAL INFORMATION.

B. PROVIDE RATED HARDWARE FOR FIRE RATED DOORS.

REMARKS:

1. PROVIDE STORAGE LOCKSET

2. HARDWARE FINISH TO MATCH EXISTING.

3. PROVIDE FLUSH BOLT ON SECOND LEAF PER EXISTING.

DOOR SCHEDULE NOTES & REMARKS:

STANDARD

FRAME

ADJUSTABLE

ANCHOR

CAULK ALL

AROUND

FRAMES IN MASONRY PARTITION

GROUT

*** FRAME WIDTH FOR NOMINAL MASONRY

- 4 3/4" w/ 4" CMU

- 6 3/4" w/ 6" CMU

- 8 3/4" w/ 8" CMU

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

6" 1' 2' 4' 8'0

JAMB DETAIL @ HOLLOW METAL FRAME

F2

PER

SCHEDULE 2"2"

FRP TO

MATCH

EXISTING

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

6" 1' 2' 4' 8'0

ENLARGED PLAN @ ELECTRICAL ROOM 116C & 116D

107 108

107 108

8" VIF13'-8"6 1/4" VIF

A-110

B

C

D

E

F

G

H

J

K

EQ

EQ

15'-4 1/2" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 15'-4 1/2"

'-4

1/ 2"

'-4

'-4

'-4

'-4

'-4

'-4

'-4

'-4 1/

2"

STORAGE

KITCHEN AREA

KITCHEN AREA

CORRIDOR

MECH. ROOM

KITCHEN…