BLDG 500 Renovate 3A-3B - Drawings 3A Issue for Bid_Part1.pdf

13100 watertown plank road suite 200 elm grove, wi 53122

Nagel Architects + Engineers project number: 19025

STAMP

NORTH ARROW

ELEVATION REFERENCE

SYMBOL

ELEVATION REFERENCE

SYMBOL

SECTION REFERENCE

SYMBOL

ENLARGED AREA

REFERENCE SYMBOL

DOOR TAG

REVISION TAG

ROOM TAG

COLUMN REFERENCE SYMBOL0

Name Elevation

A101

A101

SIM

A101

SIM

NORTH

WALL TAG1iX

ROOM NAME

111A

EQUIPMENT TAGX####

A101

SIM

DETAIL REFERENCE SYMBOL

EXISTING DOOR

AREA NOT IN CONTRACT

KEYNOTES#

FINISH WOOD

CONCRETE MASONRY UNIT (CMU)

CONCRETE CAST-IN-PLACE

CONCRETE PRE-CAST

FILL - PER NOTE

INTERMITTENT BLOCKING

CONT. ROUGH FRAMING

STEEL

EARTH

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD

MARBLE/GRANITE/STONE

TILE/TERRAZO

GLASS

LARGE SCALE

SECTIONS

BRICK

PLYWOOD

MATERIAL

EARTH, COMPACT

ALUMINUM

FILL, POROUS

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

U.S. Department of Veterans Affairs

Nagel Architects + Engineers project number:

CONSULTANT

Consultant:

American Structurepoint 9025 River Road, Suite 200 Indianapolis, IN 46240 Phone: 317.547.5580

CMTA, Inc.

10411 Meeting Street Pospect, KY 40059 Phone: 502.326.3085

TTL

1915 North 12th Street Toledo, OH 43604 Phone: 419.214.5058

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GI002

ABBREVIATIONS & SYMBOLS BLDG 500 RENOVATE 3A

510 BUTLER AVENUE MARTINSBURG, WV 25405

613-19-100

04/07/2021 KS AF

BID DOCUMENTS

FULLY SPRINKLERED

19025

ARCHITECTURAL SYMBOL LEGEND MATERIALS KEY

SYS SYSTEM

T

T&G TONGUE & GROOVE

T/O(T.O.) TOP OF

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THR THRESHOLD

THRU THROUGH

TOL TOLERANCE

TOT TOTAL

TOW(T.O.W.) TOP OF WALL

TPD TOILET PAPER DISPENSER

TR TREAD

TRM TRANSOM

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UC UNDERCUT

UNFIN UNFINISHED

UNO(U.N.O) UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

V

VAR VARNISH

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VERT VERTICAL

VF VINYL FABRIC

VG VERTICAL GRAIN

VIN VINYL

VJ V-JOINT(ED)

VNR VENEER

VT VINYL TILE

W

W WEST

W WIDTH, WIDE

W/ WITH

W/D WASHER & DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WIRED GLASS

WH WALL HUNG

WHS WHEEL STOP

WI WROUGHT IRON

WM WIRE MESH

WP WATER PROOFING

WPT WORKING POINT

WR WATER REPELLANT

WSCT WAINSCOT

WT WEIGHT

WTW WALL-TO-WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

PWD PLYWOOD

Q

QRT QUARRY TILE

QT QUARTZ TILE

QTY QUANTITY

R

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RBT RABBET, REBATE

RBT RUBBER TILE

RC RESILIENT CHANNEL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REINFORCE(D)(ING)

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED

REM REMOVE

REQ'D REQUIRED

RESIL RESILIENT

REV REVISION

RFG ROOFING

RFH ROOF HATCH

RFL REFLECT(ED)(IVE)(OR)

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RISER

RT RETURN

RWC RAINWATER CONDUCTOR

S

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SCN SCREEN

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SFG SAFETY GLASS

SH SHELF, SHELVING

SHR SHEER

SHT SHEET

SHTG SHEATHING

SHV SHELVES

SI SQUARE INCHES

SIM SIMILAR

SL SLEEVE

SNT SEALANT

SP STANDPIPE

SP SOUNDPROOF

SPEC SPECIFICATION

SPK SPEAKER

SPKLR SPRINKLER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SSEW SANITARY SEWER

STA STATION

STC SOUND TRANSMISSION CLAS

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUS SUSPENDED

SUSP SUSPENSION

SYM SYMMETRICAL, SYMMETRY

SYN SYNTHETIC

LW LIGHTWEIGHT

M

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MC MEDICINE CABINET

MECH MECHANIC(AL)

MED MEDIUM

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINUTE, MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MO(U)LDING

MOD MODULAR

MOV MOVABLE

MT MOUNT(ED)(ING)

MTL MATERIAL

MULL MULLION

MWK MILLWORK

N

N NORTH

N/A NOT APPLICABLE

NAT NATURAL

NI NICKEL

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPNG OPENING

OPP OPPOSITE

OPPHD OPPOSITE HAND

OVHD OVERHEAD

OWJ OPEN-WEB JOIST

P

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PFN PREFINISHED

PG PLATE GLASS

PKG PARKING

PL PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PRF PREFORMED

PROJ PROJECT

PRT PROPERTY

PSC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GCMU GLAZED CONC. MASONRY UNITS

GEN GENERAL

GF GROUND FACE

GKT GASKET(ED)

GL GLASS

GLU LAM GLUE LAMINATED

GOVT GOVERNMENT

GP GALVANIZED PIPE

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GPT GYPSUM TILE

GRN GRANITE

GS(S) GALVANIZED STEEL (SHEET)

GST GLAZED STRUCTURAL TILE

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HJT HEAD JOINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HTG HEATING

HTR HEATER

HVAC HEAT, VENTILATION, & AIR CONDITIONING

HWH HOT WATER HEATER

I

ID INSIDE DIAMETER

IN INCH

INC INCLUDING

INSUL INSULATE(D)(ION)

INT INTERIOR

INV INVERT

J

JC JANITOR'S CLOSET

JOINT JT

K

KIT KITCHEN

KO KNOCKOUT

KP KICK PLATE

L

LAB LABORATORY

LAD LADDER

LAV LAVATORY

LB POUND

LB LAG BOLT

LBL LABEL

LGSF LIGHT GAUGE STEEL FRAMING

LH LEFT HAND

LL LIVE LOAD

LMS LIMESTONE

LP LIGHT PROOF

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LTL LINTEL

LVR LOUVER

D

D DRAIN

DA DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEP DEPRESSED

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DRW DRYWALL

DS DOWNSPOUT

DT DRAIN TILE

DTL DETAIL

DW DUMBWAITER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRAWER

E

E EAST

EA. EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

ESMT EASEMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

FAS FASTEN(ER)

FBD FIBERBOARD

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDN FIRE DEPARTMENT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FG FIBERGLASS

FIN FINISH(ED)

FLR FLOOR

FN FENCE

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FPL FIREPLACE

FR FRAME(D)(ING)

FRA FRESH AIR

FRC FIRE-RESISTANT COATING

FRT FIRE-RETARDANT

FS FULL SIZE

FT FOOT

FTG FOOTING

FUR FURRED(ING)

FURN FURNITURE

FUT FUTURE

A

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

AC ACOUSTICAL

ACC ACCESS

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT

AFF(A.F.F.) ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ANC ANCHOR, ANCHORAGE

ANOD ANODIZED

AP ACCESS PANEL

APX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

AUTO AUTOMATIC

B

B/O(B.O.) BOTTOM OF

BD BOARD

BELOW BEL

BET BETWEEN

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BRK BRICK

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT-UP ROOFING

BVL BEVELED

BW BOTH WAYS

C

C-C CENTER TO CENTER

CAB CABINET

CALC CALCULATION

CB CATCH BASIN

CEM CEMENT

CFL COUNTER FLASH(ING)

CFT CUBIC FOOT

CHAM CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE CONCRETE

CIR CIRCLE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CK CAULK(ING)

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLS CLOSURE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

COMPO COMPOSITION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CRS COURSE(S)

CS COUNTERSINK

CSMT CASEMENT

CST CAST STONE

CT CERAMIC TILE

CYD CUBIC YARD

ARCHITECTURAL ABBREVIATIONS

REVISIONS: DATE:

ISSUE FOR BID 04/07/2021

ALTERNATE NO. 1: VA PURCHASES AND INSTALLS BOOM SYSTEMS.

ALTERNATE NO. 2: ALL RESINOUS FLOOR IN CORRIDORS CHANGED

TO SHEET VINYL.

ALTERNATE NO. 3: FRP WOOD CLAD DOORS CHANGED TO WOODEN

VENEER DOORS WITH ADDITIONAL KICKPLATES AND GUARDS.

ALTERNATE NO. 4: DEDUCT ALL SIGNAGE WITHIN SCOPE OF WORK.

ALTERNATE NO. 5: DEDUCT ALL PATIENT LIFT UNITS AND SLINGS. RAIL

SYSTEMS ARE BASE BID.

ALTERNATE NO. 6: DEDUCT RENOVATION OF THE CORE AREA, WITH

THE EXCEPTION OF MECHANICAL AND PIPING WORK NECESSARY

ABOVE CEILING.

BID DEDUCT ALTERNATES

7 8 8.3 96.9

E

F

7.77.6 8.4

B.6

WAITING

3A-301

FAMILY

TOILET

3B-305

PUBLIC

TOILET

3B-306

OFFICE

3B-304

NURSE

SUPERVISOR

OFFICE

3B-303

NURSE

MANAGER

OFFICE

3B-301

MECHANICAL

ROOM

3B-300

TELE. RM.

3A-300

NURSE

SUPERVISOR

OFFICE

3B-302

ELEVATOR

LOBBY

C1

CORRIDOR

C2

CORRIDOR

C5

IT

3A-303

BIOMED

3A-302

CORRIDOR

C4

C

D

TOILET ROOM

3A-309

OFFICE

3A-306

STAFF TOILET

3A-315A1

STAFF TOILET

3A-313

CONFERENCE

ROOM

3A-308

TELE. RM.

3A-310

WORKROOM

3A-305

CONSULT

ROOM

3A-304

LINEN

ALCOVE

3A-312

HAC

3A-311

OFFICE

3A-315A

TOILET ROOM

3A-307

CORRIDOR

C3

ALTERNATE NO. 6 AREA OF WORK

LEGEND: ALTERNATE DEDUCTS

AREA OUT OF CONTRACT

AB

C

EXCLUDE ALL WORK,

FROM CEILING PLANE TO FLOOR

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

7260 Shadeland Station Indianapolis, IN 46256 Phone: 317.547.5580

10411 Meeting Street Prospect, KY 40059 Phone: 502.326.3085

American StructurePoint

CMTA, Inc.

1915 North 12th Street Toledo, OH 43604 Phone: 419.214.5058

TTL

VOLUME AC

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GI003

ALTERNATE DEDUCTS BLDG 500 RENOVATE 3A

510 BUTLER AVENUE MARTINSBURG, WV 25405

613-19-100

04/07/2021 KS AF

BID DOCUMENTS

FULLY

SPRINKLERED

19025

3/16" = 1'-0"GI003

2 PARTIAL THIRD FLOOR PLAN - 3A, ALTERNATE DEDUCTS NORTH

NORTH

BLDG 500 KEYPLAN

8 8.3

F

7.77.6

8 8.3

F

8.4

CONSULT

ROOM

3A-304

GENERAL NOTES: PHASING

1 NO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRIC WORK IN

THE PHASE 2 AREA SHALL OCCUR DURING PHASE 1.

2 NO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRIC WORK IN

THE PHASE 1 AREA SHALL OCCUR DURING PHASE 2.

LEGEND: PHASING

AREA NOT IN CONTRACT

PHASE 1

PHASE 2

CONSTRUCTION BARRIER

7 8 8.3 96.9

F

7.77.6 8.4

MECHANICAL

ROOM

3B-300

CONSULT

ROOM

3A-304

CORRIDOR

C3

WORKROOM

3A-305

CORRIDOR

C4

AB

C

EXCLUDE ALL WORK,

FROM CEILING PLANE TO FLOOR

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

7260 Shadeland Station Indianapolis, IN 46256 Phone: 317.547.5580

10411 Meeting Street Prospect, KY 40059 Phone: 502.326.3085

American StructurePoint

CMTA, Inc.

1915 North 12th Street Toledo, OH 43604 Phone: 419.214.5058

TTL

VOLUME AC

:\U se rs

\ro if\

D oc um en ts \1

_R en ov at e 3A fo r M ed -S ur g

In pa tie nt

U ni t 1

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GI103

PARTIAL THIRD FLOOR PLANS -

3A, PHASING

BLDG 500 RENOVATE 3A

510 BUTLER AVENUE MARTINSBURG, WV 25405

613-19-100

04/07/2021 KS KA

BID DOCUMENTS

FULLY

SPRINKLERED

19025

1/8" = 1'-0"GI103

1 PARTIAL THRID FLOOR PLAN - 3A, PHASE 1 DEMOLITION

1/8" = 1'-0"GI103

2 PARTIAL THIRD FLOOR PLAN - 3A, PHASE 2 DEMOLITION

KEYNOTES: PHASING

1 DEMOLISH WALL IN ITS ENTIRETY.

2 CONTRACTOR TO ERECT CONSTRUCTION BARRIER FOR DURATION OF

PROJECT WORK, COORDINATE LOCATIONS AND PHASING WITH COR. SEE

PARTITION TYPE 10 ON SHEET AE501 FOR WALL COMPOSITION. BARRIER TO

BE REMOVED AND ALL ASSOCIATED WALLS, CEILINGS AND FLOORS TO BE

RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF PROJECT.

3 PLACE ADHESIVE WALK-OFF MATS MIN. 24" x 36".

4 DEMOLISH EXISTING DOOR AND HARDWARE WHILE RETAINING HOLLOW

METAL DOOR FRAME.

5 DEMOLISH DOOR, FRAME, AND HARDWARE IN ITS ENTIRETY.

NORTH

NORTH

1/8" = 1'-0"GI103

3 THIRD FLOOR PLAN - 3A, NEW WORK PHASES

NORTH

BLDG 500 KEYPLAN

NORTH

ICU STORAGE

3A-314

SOILED

UTILITY

3A-316

MEDICATION

ROOM

3A-320

CLEAN

SUPPLIES

3A-318

TOILET ROOM

3A-309

OFFICE

3A-306

STAFF TOILET

3A-315A1

STAFF TOILET

3A-313

STAFF

LOUNGE

3A-315E

PATIENT

SHOWER

3A-326

ICU PATIENT

ROOM

3A-321

ICU PATIENT

ROOM

3A-323 ICU PATIENT

ROOM

3A-324

ICU PATIENT

ROOM

3A-332

ICU PATIENT

ROOM

3A-331

ICU PATIENT

ROOM

3A-330 ICU PATIENT

ROOM

3A-329

BARIATRIC

ISOLATION

ROOM

3A-328A

CONFERENCE

ROOM

3A-308

TELE. RM.

3A-310

ICU TOILET

3A-331A

ICU TOILET

3A-329A

ICU TOILET

3A-319A

ANTE ROOM

3A-328

ISOLATION

TOILET

3A-328B

ANTE ROOM

3A-325

ICU TOILET

3A-324A

ICU TOILET

3A-323A

ICU TOILET

3A-321A

ICU PATIENT

ROOM

3A-319

NOURISHMENT

3A-317

ICU TOILET

3A-332A

ICU TOILET

3A-330A

ISOLATION

TOILET

3A-325B

WORKROOM

3A-305

CONSULT

ROOM

3A-304

1 2 3 4 5 6

7 8 8.3 9

10 1512

6.9

A

E

F

LINEN

ALCOVE

3A-312

ISOLATION

ROOM

3A-325A

HAC

3A-311

OFFICE

3A-315A

PHARM.

OFFICE

3A-315B

NURSE

MANAGER

OFFICE

3A-315C

NURSE

SUPERVISOR

OFFICE

3A-315D

WORKROOM

3A-315

TOILET ROOM

3A-307

CORRIDOR

C15

CORRIDOR

C3

CORRIDOR

C12

CORRIDOR

C13

CORRIDOR

C14

7.77.6 8.4

B.6

PATH 2

PATH 3

PATH B

PATH A

EQUIPMENT

STORAGE

3B-321

SOILED

UTILITY

3B-319 WORK ROOM

3B-329 NURSE

STATION

3B-314

CLEAN

SUPPLIES

3B-310

STAFF

LOCKER

ROOM

3A-343A

STAFF

LOUNGE

3A-343

WAITING

3A-301

RECEPTION

3A-344

FAMILY

TOILET

3B-305

PUBLIC

TOILET

3B-306

PATIENT

ROOM

3B-307

OFFICE

3B-304

NURSE

SUPERVISOR

OFFICE

3B-303

NURSE

MANAGER

OFFICE

3B-301

MECHANICAL

ROOM

3B-300

PATIENT

ROOM

3B-311

TOILET

3B-311A

PATIENT

ROOM

3B-313

TOILET

3B-313A

PATIENT

ROOM

3B-316

TOILET

3B-316A

PATIENT

ROOM

3B-318

TOILET

3B-318A

PATIENT

ROOM

3B-322

TOILET

3B-322A

PATIENT ISO

ROOM

3B-326A

TOILET

3B-326B

PATIENT ISO

ROOM

3B-327A

PATIENT ISO

ROOM

3B-328A

TOILET

3B-330A

PATIENT

ROOM

3B-331

PATIENT

ROOM

3B-332

PATIENT

ROOM

3B-333

TOILET

3B-335A

PATIENT

ROOM

3B-336

PATIENT

ROOM

3B-338

BARIATRIC

PATIENT

ROOM

3A-341

BARIATRIC

TOILET

3A-341A

PATIENT

ROOM

3A-337

TOILET

3A-337A

PATIENT

ROOM

3A-335

TOILET

3A-335A

PATIENT

ROOM

3A-334

TOILET

3A-334A

TELE. RM.

3A-300

ELEC. RM.

3A-345

TOILET

3B-309A

TOILET

3B-307A

TOILET

3B-327B

TOILET

3B-333A

TOILET

3B-336A

PATIENT

ROOM

3B-324

TOILET

3B-324A

PATIENT

ROOM

3B-320

TOILET

3B-320A

PATIENT

ROOM

3B-317

TOILET

3B-317A

PATIENT

ROOM

3B-315

TOILET

3B-315A

BARIATRIC

PATIENT

ROOM

3A-342

BARIATRIC

TOILET

3A-342A

PATIENT

ROOM

3A-339

TOILET

3A-339A

PATIENT

ROOM

3A-336

TOILET

3A-336A

NURSE

SUPERVISOR

OFFICE

3B-302

NOURISHMENT

3B-334

MEDICATION

ROOM

3B-312

ANTE ROOM

3B-325

ANTE ROOM

3B-326

ANTE ROOM

3B-327

ANTE ROOM

3B-328

CORRIDOR

C7

CORRIDOR

C9

CORRIDOR

C11

CORRIDOR

C6

CORRIDOR

C8

CORRIDOR

C10

ELEVATOR

LOBBY

C1

CORRIDOR

C2

CORRIDOR

C5

TOILET

3B-328B

TOILET

3B-331A

TOILET

3B-332A

TOILET

3B-338A

PATIENT

ROOM

3B-335

PATIENT

ROOM

3B-330

PATIENT ISO

ROOM

3B-325A

SAT. NURSE

STATION

3B-323

NSF DIRTY

TRAYS

3A-333

SAT. NURSE

STATION

3A-338

ELEC. RM.

3A-340

TOILET

3B-325B

PATIENT

ROOM

3B-309

NURSE

STATION

3A-322

FEC

FEC

FEC

B

C

D

FEC

PATH 1

G

10876 SF

SMOKE COMPARTMENT C

14332 SF

SMOKE COMPARTMENT B

9267 SF

SMOKE COMPARTMENT A

FIRE BARRIER, 1 HR

FIRE BARRIER, 2 HR

SMOKE BARRIER

BUILDING EXIT

COMMON PATH OF

EGRESS TRAVEL

LEGEND: LIFE SAFETY

EXIT DISTANCE

FEC

FIRE EXTINGUISHER

CABINET

SMOKE PARTITION

AREA NOT IN CONTRACT

1. FOR PATIENT ROOM ENTRY DOOR CLEARANCE,

SEE ABA EXCEPTION TO 404.2.4.

GENERAL NOTES: LIFE SAFETY

EXCLUDE ALL WORK,

FROM CEILING PLANE TO FLOOR

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

7260 Shadeland Station Indianapolis, IN 46256 Phone: 317.547.5580

10411 Meeting Street Prospect, KY 40059 Phone: 502.326.3085

American StructurePoint

CMTA, Inc.

1915 North 12th Street Toledo, OH 43604 Phone: 419.214.5058

TTL

VOLUME AC

:\U se rs

\ro if\

D oc um en ts \1

_R en ov at e 3A fo r M ed -S ur g

In pa tie nt

U ni t 1

N eg at iv e ai r R

FI

#0

_k im .a lb re ch tL

2U C

7.

rv t 4/

6/

:5 6:

A

M

GI104

THIRD FLOOR PLAN - 3A, LIFE

SAFETY

BLDG 500 RENOVATE 3A

510 BUTLER AVENUE MARTINSBURG, WV 25405

613-19-100

04/07/2021 KS AF

BID DOCUMENTS

FULLY

SPRINKLERED

19025

1" = 10'-0"GI104

1 THIRD FLOOR PLAN - 3A, LIFE SAFETY

1" = 40'-0"GI104

2 SMOKE COMPARTMENT PLAN

NORTH

OCCUPANCY BY AREA PER NFPA 101 TABLE 7.3.1.2

AREA OCCUPANCY PERSONS

NAME SF TYPE FUNCTION LOAD FACTOR

INPATIENT

Area 3A 12041 SF I2 - HOSPITAL INPATIENT 240 51

EXIT DISTANCE

PATH 1

186'-4"

PATH 2

104'-3"

PATH 3

136'-0"

COMMON PATH OF EGRESS TRAVEL

PATH A

34'-4"

PATH B

47'-1"

OCCUPANCY LOAD BY ROOM PER NFPA 101 TABLE 7.3.1.2

Number

ROOM OCCUPANCY PERSONS

NAME AREA TYPE FUNCTION LOAD FACTOR

3A-304 CONSULT ROOM 128 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-305 WORKROOM 532 SF I2 INSTITUTIONAL INPATIENT 240 3

3A-306 OFFICE 176 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-307 TOILET ROOM 86 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-308 CONFERENCE ROOM 400 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-309 TOILET ROOM 86 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-310 TELE. RM. 20 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-311 HAC 59 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-312 LINEN ALCOVE 31 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-313 STAFF TOILET 58 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-314 ICU STORAGE 296 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-315 WORKROOM 296 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-315A OFFICE 160 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-315A1 STAFF TOILET 51 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-315B PHARM. OFFICE 68 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-315C NURSE MANAGER OFFICE 68 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-315D NURSE SUPERVISOR OFFICE 69 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-315E STAFF LOUNGE 159 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-316 SOILED UTILITY 137 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-317 NOURISHMENT 90 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-318 CLEAN SUPPLIES 242 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-319 ICU PATIENT ROOM 274 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-319A ICU TOILET 37 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-320 MEDICATION ROOM 112 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-321 ICU PATIENT ROOM 274 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-321A ICU TOILET 37 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-322 NURSE STATION 515 SF I2 INSTITUTIONAL INPATIENT 240 3

3A-322A TELEMETRY 120 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-323 ICU PATIENT ROOM 273 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-323A ICU TOILET 36 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-324 ICU PATIENT ROOM 274 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-324A ICU TOILET 37 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-325 ANTE ROOM 67 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-325A ISOLATION ROOM 303 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-325B ISOLATION TOILET 42 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-326 PATIENT SHOWER 102 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-327 MOBILE X-RAY ALCOVE 92 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-328 ANTE ROOM 65 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-328A BARIATRIC ISOLATION ROOM 300 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-328B ISOLATION TOILET 41 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-329 ICU PATIENT ROOM 274 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-329A ICU TOILET 37 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-330 ICU PATIENT ROOM 274 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-330A ICU TOILET 36 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-331 ICU PATIENT ROOM 270 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-331A ICU TOILET 36 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-332 ICU PATIENT ROOM 275 SF I2 INSTITUTIONAL INPATIENT 240 2

3A-332A ICU TOILET 37 SF I2 INSTITUTIONAL INPATIENT 240 1

3A-340 ELEC. RM. 61 SF I2 INSTITUTIONAL INPATIENT 240 1

C3 CORRIDOR 304 SF I2 INSTITUTIONAL INPATIENT 240 2

C4 CORRIDOR 488 SF I2 INSTITUTIONAL INPATIENT 240 3

C5 TEST 327 SF

C12 CORRIDOR 733 SF I2 INSTITUTIONAL INPATIENT 240 4

C13 CORRIDOR 130 SF I2 INSTITUTIONAL INPATIENT 240 1

C14 CORRIDOR 130 SF I2 INSTITUTIONAL INPATIENT 240 1

C15 CORRIDOR 1261 SF I2 INSTITUTIONAL INPATIENT 240 6

NORTH

elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

7260 Shadeland Station Indianapolis, IN 46256 Phone: 317.547.5580

10411 Meeting Street Prospect, KY 40059 Phone: 502.326.3085

American StructurePoint

CMTA, Inc.

1915 North 12th Street Toledo, OH 43604 Phone: 419.214.5058

TTL

VOLUME AC

:\U se rs

\ro if\

D oc um en ts \1

_R en ov at e 3A fo r M ed -S ur g

In pa tie nt

U ni t 1

N eg at iv e ai r R

FI

#0

_k im .a lb re ch tL

2U C

7.

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5/

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P

M

GI203

CODE SUMMARY BLDG 500 RENOVATE 3A

510 BUTLER AVENUE MARTINSBURG, WV 25405

613-19-100

04/07/2021 KS SV

BID DOCUMENTS

FULLY

SPRINKLERED

19025REVISIONS: DATE:

elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

7260 Shadeland Station Indianapolis, IN 46256 Phone: 317.547.5580

10411 Meeting Street Prospect, KY 40059 Phone: 502.326.3085

American StructurePoint

CMTA, Inc.

1915 North 12th Street Toledo, OH 43604 Phone: 419.214.5058

TTL

VOLUME AC

:\U se rs

\ro if\

D oc um en ts \1

_R en ov at e 3A fo r M ed -S ur g

In pa tie nt

U ni t 1

N eg at iv e ai r R

FI

#0

_k im .a lb re ch tL

2U C

7.

rv t 4/

5/

:3 5:

P

M

HA103

THIRD FLOOR PLAN - 3A,

ABATEMENT

BLDG 500 RENOVATE 3A

510 BUTLER AVENUE MARTINSBURG, WV 25405

613-19-100

04/07/2021 KS SV

BID DOCUMENTS

FULLY

SPRINKLERED

19025REVISIONS: DATE:

ISSUE FOR BID 04/07/2021

UP

UP

10 1511

6.9

A

B

C

D

E

F

7.7 8.3

B.6

OFFICE

3A-126

VESTIBULE

3A-127

WAITING

ROOM

3A-126B

OFFICE

3A-127B

OFFICE

3A-127C

OFFICE

3A-128

EXAM

3A-129

TOILET

3A-129A

OFFICE

3A-130

OFFICE

3A-132

BATHROOM

3A-128A

UNISEX STAFF

TOILET

3A-131

VESTIBULE

3A-132A

OFFICE

3A-133

TOILET

3A-133A

BATHROOM

3A-132B

OFFICE

3A-134

OFFICE

3A-136

TOILET

3A-136A

OFFICE

3A-137

TOILET

3A-137A

OFFICES

3A-138

OFFICES

3A-140

TOILET

3A-140A

TOILET

3B-100A

4 BEDROOM

3B-100

TOILET

3A-126A

UNISEX

3A-125

CONFERENCE

ROOM/

STORAGE

3A-124OFFICE

3A-123

CORRIDOR

3A-C4

OFFICE

3A-121

LOUNGE

3A-119

KITCHEN

3A-117

MED. PREP.

3A-116A

CLERK

NURSES

3A-116

CORRIDOR

3A-C3

OFFICE

3A-111

OFFICE/EXAM

3A-109

CLEAN

UTILITY

3A-107

SOILED

UTILITY

3A-135

EXAM

3A-105

OFFICE

3A-104

ELEC.

ROOM

3A-139

CORRIDOR

3A-C8

TELE. ROOM

3A-101

OFFICE

3A-141

OFFICE

3A-142

ELEC. ROOM

3B-101

TELE. ROOM

3B-137

STAIR #2

3-S2

CORRIDOR

3B-C1

CORRIDOR

3A-C7

CORRIDOR

3A-C6

MALE TOILET

3A-143

CORRIDOR

3A-C1

FEMALE

TOILET

3A-100

OFFICE

3A-103

OFFICE

3A-106

TOILET

3A-106A

TREATMENT

ROOM

3A-108

EXAM

3A-110

TOILET

3A-108A

EXAM

3A-112

TOILET

3A-110A

OFFICE

3A-114

HOUSEKEEPING

3A-113

EXAM

3A-115

TOILET

3A-114A

EXAM

3A-118

OFFICE

3A-120

TOILET

3A-118A

OFFICE

3A-122B

OFFICE

3A-122

VESTIBULE

3A-122C

TOILET

3A-122A

STAIR #1

3-S1

VESTIBULE

3A-C5CORRIDOR

3A-C2

WAITING

ROOM

3A-102

H.A.C.

3A-152

TRASH

3A-151

TRASH CHUTE

T-1

CLASSROOM

3A-150

HOUSEKEEPING

STORAGE

3A-149

STAIR #7

3-S7

OFFICE

3A-148

TELE.

ROOM

3C-101

ELEC

ROOM

3C-137

ELEC

ROOM

3A-147

OFFICE

3C-100

SOILED

TERMINAL

3A-146

LINEN

CHUTE

L-1

SOILED

LINEN

3A-146A

CLEAN

TERMINAL

3A-144

DAY ROOM

3B-136

ELEVATOR

S-1

ELEVATOR

P-2

ELEVATOR

P-3

VESTIBULE

3A-C15

MALE LOCKER

ROOM

3A-155

MALE TOILET

3A-155A

FEMALE

TOILET

3A-153A

OFFICE

3A-154

VESTIBULE

3A-C14

FEMALE

LOCKER

3A-153

DIET

ELEVATOR

3A-C10

ELEVATOR

S-5

ELEVATOR

S-6

MECH ROOM

3A-145

3A-C11

ELEVATOR

S-6

ELEVATOR

S-7

FUTURE

ELEVATOR

S-8

CORRIDOR

3A-C12

CORRIDOR

3A-C9

CORRIDOR

3A-C13

TOILET

3A-127A

1310 11 12 14 15

HOSPITAL

PATIENT &

SERVICE ELEV.

LOBBY

6.9

E

F

7.7 8.3

ALTERNATE NO. 6 AREA OF WORK

HSA 13: BEIGE FLOOR TILE 12"x12" WITH BROWN STREAKS AND BLACK MASTIC ON CONCRETE

HSA 03: TAN SEALANT ON HVAC FIBERGLASS DUCT WRAP

HSA 04: TAN SEALANT ON FIBERGLASS PIPE WRAP

LEGEND : ABATEMENT

THIRD FLOOR PLAN - 3A, ABATEMENT

SCALE 1/8" = 1'-0"

HA103

0' 4' 8' 16'

1/8" = 1'-0"

NORTH LEGEND - ACM HSA QUANTITIES

1. APPROXIMATELY 1,200 LINEAR FEET (L.F.) OF TAN SEALANT ON HVAC FIBERGLASS DUCT WRAP (HSA 03)

2. APPROXIMATELY 1,500 LINEAR FEET (L.F.) OF TAN SEALANT ON FIBERGLASS PIPE WRAP (HSA 04)

3. APPROXIMATELY 6,240 SQUARE FEET (L.F.) OF 12"x12" BEIGE WITH BROWN STREAKS FLOOR TILE AND ASSOCIATED BLACK MASTIC (HSA 13)

NOT IN CONTRACT

EXCLUDE ALL WORK, FROM CEILING PLANE TO FLOOR

GENERAL

STRUCTURES INDICATED ON THESE DRAWINGS HAVE BEEN DESIGNED FOR THE IN-

SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF

CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURES

ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER CONSTRUCTION IS

COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

CONSTRUCTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE

STRUCTURES AND RELATED COMPONENTS DURING CONSTRUCTION. THIS INCLUDES

THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS,

TIEDOWNS, ETC.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT CONSTRUCTION LOADS

DO NOT EXCEED THE CAPACITY OF ANY STRUCTURAL ELEMENT AT THE TIME THE

LOADS ARE APPLIED, INCLUDING BUT NOT LIMITED TO: WEIGHTS OF MATERIALS,

WEIGHTS OF EQUIPMENT AND WORKERS, AND ALL LOADS APPLIED FROM

TEMPORARY LIFTS, HOISTS AND CRANES, ETC.

THE STRUCTURAL DRAWINGS AND SPECIFICATIONS SHALL BE USED IN CONJUNCTION

WITH THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER DISCIPLINES, TRADES, AND

DELEGATED DESIGN ELEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR

COORDINATION OF THE STRUCTURAL WORK WITH ALL OTHER APPLICABLE TRADES.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH

THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT.

DO NOT SCALE THE DRAWINGS. REFER TO THE WRITTEN DIMENSIONS AND

INFORMATION.

IF A DISCREPANCY IS NOTED ON THE DRAWINGS, GENERAL NOTES, OR

SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER

A WRITTEN REQUEST FOR CLARIFICATION AND SHALL NOT PROCEED WITH THE

AFFECTED WORK WITHOUT DOCUMENTED RESOLUTION OF THE DISCREPANCY. ALL

COSTS RESULTING FROM THE CONTRACTOR IMPROPERLY PROCEEDING WITH THE

AFFECTED WORK PRIOR TO DOCUMENTED RESOLUTION OF THE DISCREPANCY,

INCLUDING COST OF REMOVAL AND REPLACEMENT OF NON-CONFORMING WORK,

SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC

ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN

THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF PRODUCT DATA. FOR HARD

COPY OPTION, SUBMIT A MINIMUM OF TWO COPIES OF PRODUCT DATA TO THE

STRUCTURAL ENGINEER FOR REVIEW (ONE COPY SHALL BE RETAINED BY THE

STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT PRODUCT DATA IN

ADOBE PDF FORMAT.

1. EXPANSION ANCHORS

2. COLD-FORMED STEEL FRAMING

3. COLD-FORMED STEEL FRAMING CONNECTOR HARDWARE

4. CONCRETE REPAIR PRODUCTS

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS

TAKEN FROM DRAWINGS THAT WERE PREPARED FOR VETERANS ADMINISTRATION,

PREPARED BY GATES / LBC&W / BMA, ENTITLED REPLACEMENT HOSPITAL PHASE III

AS-BUILTS, DATED 04/27/1982.

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS

PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS

INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES,

MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE

STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF

DEMOLITION REQUIRED TO COMPLETE THE WORK, INCLUDING MAINTAINING THE

SAFETY AND INTEGRITY OF THE EXISTING STRUCTURE. DEMOLISHED MATERIALS

SHALL BE DISPOSED OF SAFELY AND IN CONFORMANCE WITH THE CONTRACT

DOCUMENTS AND ALL APPLICABLE LAWS, CODES AND REGULATIONS.

WHERE ELEMENTS ARE INDICATED TO BE CUT AND REMOVED, DO NOT CUT BEYOND

THE EXTENTS OF THE ELEMENTS INDICATED TO BE REMOVED AND DO NOT EXTEND

CUTS INTO ELEMENTS THAT ARE TO REMAIN.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK

ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR

DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND

ERECTION OF ANY NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THIS PROJECT,

THAT BECOME DAMAGED, SHALL BE REPLACED WITH NEW MATERIAL OF EQUAL

QUALITY AND APPEARANCE, AT THE CONTRACTOR'S EXPENSE.

ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE OR DISRUPTION TO ADJACENT

RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE PROTECTED FROM

DUST, DIRT AND DEBRIS ACCUMULATION AT ALL TIMES.

COLD-FORMED STEEL FRAMING (STUDS, JOISTS, TRACK, ETC.)

THE SUPPLIER OF THE COLD-FORMED STEEL FRAMING SHALL BE RESPONSIBLE FOR THE

DESIGN OF ALL COLD-FORMED STEEL MEMBERS, COMPONENTS, ASSEMBLIES, BRIDGING,

BRACING, AND CONNECTIONS.

THE COLD-FORMED STEEL FRAMING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

INSTALLATION PROCEDURES, MEANS AND METHODS OF CONSTRUCTION AND

NECESSARY TEMPORARY AND PERMANENT BRIDGING, BRACING, SHORING, ETC., AS

REQUIRED TO MAINTAIN SAFETY OF THE COLD-FORMED STEEL FRAMING AND RELATED

COMPONENTS THROUGHOUT CONSTRUCTION.

STRUCTURAL PROPERTIES OF FRAMING MEMBERS SHALL BE CALCULATED IN

ACCORDANCE WITH REQUIREMENTS OF THE CURRENT AMERICAN IRON AND STEEL

INSTITUTE (AISI) SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS.

ALL COLD-FORMED STEEL FRAMING MATERIALS SHALL CONFORM TO ASTM A653 WITH

ZINC COATING CONFORMING TO ASTM A924. PLATES, GUSSETS AND CLIPS SHALL HAVE A

MINIMUM YIELD STRENGTH OF 40 KSI AND SHALL HAVE THICKNESS AS REQUIRED FOR

SPECIFIC CONDITIONS. TRACKS, BRACING, FURRING AND BRIDGING SHALL HAVE A

MINIMUM YIELD STRENGTH OF 33 KSI.

ALL FASTENERS SHALL CONFORM TO ASTM A90. ALL SCREWS SHALL BE SELF-TAPPING

SELF-DRILLING.

COLD-FORMED STEEL FRAMING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S PRINTED INSTRUCTIONS AND AS REVIEWED BY THE

STRUCTURAL ENGINEER.

COLD-FORMED STEEL FRAMING SYSTEM SHALL BE INSTALLED TO ACCOMMODATE

CONSTRUCTION TOLERANCES, DEFLECTION OF BUILDING STRUCTURAL MEMBERS, AND

CLEARANCES OF INTENDED OPENINGS. PROVIDE DEFLECTION ALLOWANCE IN STUD

TRACK, DIRECTLY BELOW BUILDING FRAMING FOR NON-LOAD BEARING FRAMING.

LOAD BEARING STUDS SHALL BE ERECTED ONE PIECE FULL LENGTH - SPLICING OF

STUDS IS NOT PERMITTED.

INSTALL WALL STUD BRIDGING PER THE MANUFACTURER'S REQUIREMENTS (4'-0" O.C.

MAXIMUM).

INSTALL JOISTS DIRECTLY OVER BEARING STUDS, UNLESS NOTED OTHERWISE.

INSTALL JOIST BRIDGING PER THE MANUFACTURER'S REQUIREMENTS (8'-0" O.C.

MAXIMUM).

PROVIDE JOIST END BLOCKING OR BRACING AND PROVIDE WEB STIFFENERS AT

BEARING ENDS AND CONCENTRATED LOADS PER THE MANUFACTURER'S

REQUIREMENTS.

CORNERS SHALL BE CONSTRUCTED USING A MINIMUM OF 3 STUDS. DOUBLE STUDS

(MINIMUM, OR GREATER NUMBER AS REQUIRED BY SPECIFIC CONDITIONS) SHALL BE

PROVIDED AT WALL OPENINGS, DOORS AND WINDOW JAMBS.

DOUBLE JOIST BOX HEADERS (SIZE AS REQUIRED FOR SPECIFIC CONDITIONS) SHALL BE

PROVIDED ABOVE ALL OPENINGS IN LOAD BEARING WALLS. DOUBLE JOIST BOX

HEADERS SHALL BEAR ON PARTIAL HEIGHT STUDS AND HAVE ENDS FASTENED TO

ADJACENT FULL HEIGHT STUDS.

[FRAMING MEMBERS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS INDICATED

IN THE COLD-FORMED STEEL FRAMING SCHEDULE, UNLESS LARGER SIZES OR MORE

STRINGENT REQUIREMENTS ARE SHOWN ON THE DRAWINGS OR REQUIRED BY THE

SUPPLIER'S COLD-FORMED STEEL DESIGN ENGINEER.]

DESIGN DATA

NEW STRUCTURES ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE

WITH THE 2018 INTERNATIONAL BUILDING CODE.

FLOOR LOADS

BOOM WEIGHT = 1,257 LB AND MOMENT = 6,934 LB-FT

ROOF LOADS

TOTAL AIR HANDLING UNIT WEIGHT = 11,780 LB

SNOW LOADS

GROUND SNOW LOAD (PG) = 35 PSF

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE HILTI “KWIK BOLT TZ” OR AN EQUIVALENT

SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO.

ANCHOR FINISH SHALL BE CARBON STEEL FOR INTERIOR EXPOSURES AND AISI 316

STAINLESS STEEL FOR EXTERIOR AND BELOW GRADE EXPOSURES, UNO.

ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S

REQUIREMENTS BY INSTALLERS TRAINED BY THE MANUFACTURER’S

REPRESENTATIVE.

ANCHORS SHALL NOT BE INSTALLED IN CONCRETE OR MASONRY UNTIL IT HAS

ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE STRENGTH.

SEPARATION OF DISSIMILAR METALS

DISSIMILAR METALS INCLUDING STRUCTURAL SHAPES, PLATES, CONNECTORS, ETC.

SHALL BE ELECTRICALLY ISOLATED TO PREVENT GALVANIC CORROSION VIA NON-

CONDUCTIVE WASHERS, SHOULDER WASHERS, GASKETS, COATINGS, OR

EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO.

PENETRATIONS AND EMBEDDED ITEMS

CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED TRADES THE REQUIRED

SIZES, TYPES, AND LOCATIONS OF ALL EMBEDDED ITEMS IN, AND ALL PENETRATIONS

THROUGH, STRUCTURAL ELEMENTS PRIOR TO CONSTRUCTION.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN

ON THE STRUCTURAL DRAWINGS, SHALL BE MADE WITHOUT THE APPROVAL OF THE

STRUCTURAL ENGINEER.

NO ITEMS (INCLUDING, BUT NOT LIMITED TO, CONDUIT, PIPING, ETC.), OTHER THAN

THOSE SHOWN ON THE STRUCTURAL DRAWINGS, SHALL BE EMBEDDED IN

STRUCTURAL ELEMENTS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

ALL EMBEDDED ITEMS IN EXPOSED EXTERIOR CONCRETE SHALL BE GALVANIZED,

PLASTIC, OR EPOXY-COATED.

DELEGATED DESIGN

FOR ALL SUBMITTALS INDICATED AS "DELEGATED DESIGN," THE CONTRACTOR SHALL

ENGAGE A SPECIALTY STRUCTURAL ENGINEER LICENSED IN THE STATE WHERE THE

PROJECT IS LOCATED TO DESIGN AND DETAIL THE ITEMS NOTED IN THE STRUCTURAL

SUBMITTALS AND SPECIFICATIONS AS A DELEGATED DESIGN.

DELEGATED DESIGN CALCULATIONS AND RELATED DRAWINGS SHALL CONTAIN THE

FOLLOWING, AS A MINIMUM:

1. COVER PAGE SIGNED AND SEALED BY THE SPECIALTY STRUCTURAL ENGINEER

INCLUDING A STATEMENT OF CERTIFICATION THAT THE SUBMITTED

CALCULATIONS ARE IN CONFORMANCE WITH THE DESIGN CRITERIA PROVIDED

IN THE CONTRACT DOCUMENTS AND THAT THE RELATED SHOP DRAWINGS

ARE IN CONFORMANCE WITH THE SUBMITTED CALCULATIONS.

2. TABLE OF CONTENTS, PLACED ON, OR IMMEDIATELY FOLLOWING THE COVER

SHEET.

3. SUMMARY OF APPLICABLE CODE CRITERIA, LOAD DATA AND PERFORMANCE

CRITERIA AS OUTLINED IN THE CONTRACT DOCUMENTS.

4. CLEAR DEFINITION OF THE LOCATION(S) IN THE STRUCTURE WHERE EACH

CALCULATION APPLIES.

5. LOCATION, TYPE, MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE

STRUCTURE BY THE DELEGATED DESIGN SYSTEM/COMPONENTS.

SUBMITTALS THAT DO NOT CONTAIN THE INFORMATION NOTED ABOVE WILL BE

REJECTED WITHOUT COMMENT.

THE STRUCTURAL ENGINEER’S REVIEW OF DELEGATED DESIGN SUBMITTALS WILL BE

FOR GENERAL CONFORMANCE WITH THE DESIGN LOADING, DESIGN INTENT AND

LOADS IMPOSED.

DELEGATED DESIGN CALCULATIONS SHALL BE SUBMITTED PRIOR TO, OR INCLUDED

WITH, THE ASSOCIATED SHOP DRAWING SUBMITTAL. DELEGATED DESIGN SHOP

DRAWINGS SUBMITTED WITHOUT APPLICABLE REQUIRED CALCULATIONS WILL BE

REJECTED.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE ALL PARTS

OF THE WORK TO BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE

DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR

GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL

TO THE STRUCTURAL ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR'S

REVIEW WILL BE RETURNED UNCHECKED.

PROVIDE ALL SUBMITTALS IN ELECTRONIC PDF FORMAT.

WORK REQUIRING SUBMITTALS FOR STRUCTURAL ENGINEER REVIEW SHALL NOT BE

STARTED BY THE CONTRACTOR WITHOUT APPROPRIATE REVIEWED SUBMITTALS.

WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING APPROPRIATE

REVIEWED SUBMITTALS SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AS

DEEMED NECESSARY BY THE STRUCTURAL ENGINEER, AT THE CONTRACTOR'S

EXPENSE, AND WITH NO COST TO THE OWNER.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. STRUCTURAL STEEL

2. COLD-FORMED STEEL FRAMING

3. EQUIPMENT SUPPORT FRAMES

SUBMIT DELEGATED DESIGN SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. STRUCTURAL STEEL CONNECTIONS (INCLUDING DESIGN CALCULATIONS AND

SUMMARY PAGE FOR CONNECTIONS NOT SPECIFICALLY DETAILED IN THE

CONTRACT DRAWINGS)

2. COLD-FORMED STEEL FRAMING (INCLUDING DESIGN CALCULATIONS, MEMBER

PROPERTIES, FASTENER REQUIREMENTS, ASSEMBLY DETAILS AND

CONNECTION DETAILS)

3. EQUIPMENT SUPPORT FRAMES

OMISSION OF ANY MATERIALS REQUIRED BY THE CONTRACT DOCUMENTS FROM SHOP

DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR

FURNISHING THESE MATERIALS REGARDLESS OF WHETHER THE SUBMITTALS HAVE

BEEN REVIEWED.

THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THE CONTRACT DOCUMENTS

BY THE CONTRACTOR SIGNIFIES CONTRACTOR’S ACCEPTANCE OF ALL THE

INFORMATION SHOWN “AS IS”. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING

THE ACCURACY AND COMPLETENESS OF THE INFORMATION PROVIDED. ISSUED

DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER ANY ELECTRONIC

INFORMATION PROVIDED. ADDENDA, CHANGE ORDERS, SUPPLEMENTAL

INSTRUCTIONS ARE NOT NECESSARILY INCLUDED IN THE ELECTRONIC FILES.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL CONTRACT

DOCUMENTS, INCLUDING LATEST ADDENDA, AND TO DISTRIBUTE TO ALL

SUBCONTRACTORS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS.

STRUCTURAL STEEL

STRUCTURAL STEEL MEMBERS, BRACING, COMPONENTS AND CONNECTIONS SHALL

BE IN ACCORDANCE WITH AISC ALLOWABLE STRESS DESIGN (ASD) UNLESS NOTED

OTHERWISE.

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO

THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST

EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE

SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.

HOLLOW STRUCTURAL STEEL SECTIONS (SQUARE, RECTANGULAR, AND ROUND

TUBES) SHALL CONFORM TO ASTM A500 GRADE C, UNLESS NOTED OTHERWISE.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

STRUCTURAL STEEL ROD HANGERS AND BRACING SHALL CONFORM TO ASTM A36,

UNLESS NOTED OTHERWISE.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED

OTHERWISE.

FABRICATE AND ERECT STEEL FRAMING SO THAT CAMBER IS UPWARD AFTER

INSTALLATION.

SPLICE MEMBERS ONLY AT LOCATIONS SPECIFICALLY INDICATED ON

THE DRAWINGS.

DO NOT FIELD MODIFY STRUCTURAL STEEL WITHOUT PRIOR WRITTEN APPROVAL OF

THE STRUCTURAL ENGINEER.

AT STRUCTURAL STEEL AND STEEL JOIST FRAMED ROOFS PROVIDE L4X4X1/4 FRAMED

OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE,

UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING

DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES AND

LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.

STRUCTURAL STEEL CONNECTIONS

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION

AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE

DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM

SHEAR REACTION OF 16 KIPS ASD. PROVIDE NO LESS THAN 2 BOLTS IN ANY VERTICAL

ROW OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

BOLTS IN STRUCTURAL STEEL JOINTS SHALL CONFORM TO ASTM F3125 AND SHALL BE

3/4" DIAMETER GRADE A325, UNLESS NOTED OTHERWISE. (TWIST-OFF TENSION

CONTROL BOLTS, IF USED, SHALL CONFORM TO ASTM F3125 AND SHALL BE 3/4"

DIAMETER GRADE F1852, UNLESS NOTED OTHERWISE.)

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL

JOINTS USING HIGH STRENGTH BOLTS, APPROVED BY THE RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE, BOLTED CONNECTIONS

SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED

CONNECTIONS IN BRACE ELEMENTS ARE TO BE FULLY PRETENSIONED WITH CLASS A

FAYING SURFACES.

BURNING OF HOLES IN STRUCTURAL STEEL IS EXPLICITLY PROHIBITED UNLESS

WRITTEN PERMISSION IS GRANTED BY THE STRUCTURAL ENGINEER. DO NOT FLAME-

CUT HOLES OR ENLARGE HOLES BY BURNING. DRILL HOLES IN STRUCTURAL STEEL.

DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR BY USING DRIFT PINS.

REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS. FIELD MODIFICATIONS TO

HOLES IN STRUCTURAL STEEL ARE EXPLICITLY PROHIBITED UNLESS WRITTEN

PERMISSION IS GRANTED BY THE STRUCTURAL ENGINEER.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN

WELDING SOCIETY'S STRUCTURAL WELDING CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE

WITH E70XX LOW HYDROGEN ELECTRODES. UNLESS OTHERWISE SHOWN OR NOTED

ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD

E70XX ELECTRODES.

WELD SIZES SHOWN ON THE DRAWINGS ARE THE REQUIRED EFFECTIVE WELD SIZE.

INCREASE WELD SIZES PER AWS FOR SKEWED CONNECTIONS AND CONNECTIONS

WITH GAPS BETWEEN MEMBERS TO MEET THE EFFECTIVE WELD SIZE REQUIREMENT.

PROVIDE RUN-OFF TABS TO ENSURE COMPLETION OF COMPLETE JOINT

PENETRATION (CJP) WELDS AND BEVEL WELDS. REMOVE TABS AND GRIND

SMOOTH AFTER COMPLETION.

REMOVE WELD BACKING BARS AFTER COMPLETION OF WELDING AND GRIND SMOOTH

FOR ALL CONDITIONS EXPOSED TO VIEW IN THE COMPLETED CONSTRUCTION.

CONNECTION DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO CONVEY THE

DESIGN INTENT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS,

BOLTS, WELDS, PLATES, ETC., AS NECESSARY FOR A COMPLETE ASSEMBLY FOR

EACH CONNECTION.

IF TEMPORARY ERECTION SUPPORTS ARE UTILIZED BY THE CONTRACTOR, SUCH

SUPPORTS SHALL BE REMOVED AFTER COMPLETION OF THE WORK.

STRUCTURAL STEEL FINISHES

STRUCTURAL STEEL SHALL BE PROVIDED WITH THE FOLLOWING SHOP FINISH UNLESS

SPECIFICALLY NOTED OTHERWISE:

STRUCTURAL STEEL SHALL BE SHOP-PRIMED WITH RUST-INHIBITING PRIMER.

VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE

ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

WHERE FIREPROOFING IS REQUIRED, COORDINATE WITH ARCHITECT FOR STEEL FINISH

SELECTION AND REQUIREMENTS

ALL EXTERIOR STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP

GALVANIZED, UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN

CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN

ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE.

FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR

GALVANIZED STEEL, USE A ZINC-RICH COLD-GALVANIZING PAINT.

13100 watertown plank road suite 200 elm grove, wi 53122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

7260 Shadeland Station Indianapolis, IN 46256 Phone: 317.547.5580

10411 Meeting Street Prospect, KY 40059 Phone: 502.326.3085

American StructurePoint

CMTA, Inc.

1915 North 12th Street Toledo, OH 43604 Phone: 419.214.5058

TTL

613-19-100

510 BUTLER AVENUE MARTINSBURG, WV 25405

BLDG 500 RENOVATE 3A

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GENERAL NOTES

04/07/2021 KMD JKB

BID DOCUMENTS

2019.02402Revisions: Date:

VOLUME A

SPECIAL INSPECTION SERVICES SCHEDULE - STEEL CONSTRUCTION

REFER TO IBC 2015 CHAPTER 17 AND AISC 360-10

ITEM TASK APPLICABLE TO

PROJECT (Y/N)

PERFORM OR

OBSERVE

PRIOR TO WELDING:

VERIFY CONTRACTOR MAINTAINS WELDING PROCEDURE SPECIFICATIONS

READILY AVAILABLE FOR ALL WELDERS FOR ALL TYPES OF WELDS

PERFORMED ON THE PROJECT

PERFORM

PERFORM

PERFORM

VERIFY MATERIAL CERTIFICATIONS ARE AVAILABLE FOR ALL CONSUMABLE

WELDING MATERIALS

VISUALLY INSPECT TO CONFIRM NO ARC STRIKES

Y

Y

Y

REFERENCE

AISC 360 TABLE N5.4-1WELDING PROCEDURE

SPECIFICATIONS

WELD MATERIAL

CERTIFICATIONS

ARC STRIKES AISC 360 TABLE N5.4-3

OBSERVEVERIFY FABRICATOR/ERECTOR AS APPLICABLE MAINTAINS RECORDS OF

WHO WELDED EVERY JOINT

YWELDER IDENTIFICATION

SYSTEM

OBSERVEINSPECT FOR PROPER FIT-UP INCLUDING JOINT PREPARATION,

DIMENSIONS, CLEANLINESS, TACKING, AND BACKING (WHERE BACKING IS

APPLICABLE)

Y/NFIT-UP OF GROOVE WELDS

OBSERVEINSPECT FOR CONFIGURATION AND FINISH OF ACCESS HOLES Y/NACCESS HOLES AISC 360 TABLE N5.4-1

OBSERVEINSPECT FOR PROPER FIT-UP INCLUDING DIMENSIONS, CLEANLINESS, AND

TACKING

YFIT-UP OF FILLET WELDS AISC 360 TABLE N5.4-1

DURING WELDING:

OBSERVEVERIFY USE OF QUALIFIED WELDERS YQUALIFIED WELDERS AISC 360 TABLE N5.4-2

OBSERVEINSPECT FOR PROPER PACKAGING, STORAGE AND PROTECTION YWELDING CONSUMABLES AISC 360 TABLE N5.4-2

OBSERVEVERIFY NO WELDING OCCURS OVER CRACKED TACK WELDS YTACK WELDS AISC 360 TABLE N5.4-2

OBSERVEVERIFY WIND SPEED WITHIN LIMITS AND PROPER

PROTECTION/PREPARATION FOR PRECIPITATION AND TEMPERATURE

YFIELD CONDITIONS AISC 360 TABLE N5.4-2

AFTER WELDING:

OBSERVEVERIFY PROPER CLEANING OF COMPLETED WELDS YWELDS CLEANED AISC 360 TABLE N5.4-3

INSPECT WELDS TO CONFIRM PROPER SIZE, LENGTH, LOCATION AND

VISUAL ACCEPTANCE CRITERIA (CRACK PROHIBITION, WELD/BASE METAL

FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT,

POROSITY) AS FOLLOWS:

SIZE, LENGTH, LOCATION, AND

VISUAL ACCEPTANCE CRITERIA

(NOTE 3 - SEE AISC 360)

AISC 360 TABLE N5.4-3

PERFORMVISUALLY INSPECT AND VERIFY ULTRASONIC TESTING IS PERFORMED FOR

100% OF ALL CJP WELDS

Y/N

PERFORMVISUALLY INSPECT 100% OF ALL CJP WELDS Y/N

PERFORMVISUALLY INSPECT ALL DOUBLER PLATES, CONTINUITY PLATES AND

STIFFENER PLATES WHERE WELDING OCCURS WITHIN THE k-AREA OF THE

STEEL SECTION TO CONFIRM NO CRACKS IN THE MEMBER WEB

Y/N"k"-AREA WELDING AISC 360 TABLE N5.4-3

PERFORMVISUALLY INSPECT TO CONFIRM PROPER REMOVAL OF ALL BACKING

REMOVED. VERIFY ALL WELD TABS REMOVED (IF REQUIRED)

Y/NBACKING AND WELD TABS

REMOVED

AISC 360 TABLE N5.4-3

PERFORMDOCUMENT ACCEPTANCE OR REJECTION OF WELDED CONNECTIONS YDOCUMENTATION AISC 360 TABLE N5.4-3

PERFORMVERIFY MANUFACTURER'S CERTIFICATIONS ARE AVAILABLE FOR FASTENER

MATERIALS

Y

PRIOR TO BOLTING:

MATERIAL CERTIFICATIONS AISC 360 TABLE N5.6-1

OBSERVEVERIFY FASTENERS ARE MARKED PER ASTM STANDARDS YFASTENER MARKINGS AISC 360 TABLE N5.6-1

OBSERVEVERIFY CORRECT GRADE, TYPE, AND SUFFICIENT LENGTH FOR THREADS

EXCLUDED FROM THE SHEAR PLANE (ONLY WHERE SPECIFICALLY

INDICATED)

YFASTENER SELECTIONS AISC 360 TABLE N5.6-1

OBSERVEVERIFY PROPER BOLTING PROCEDURE FOR THE JOINT YBOLTING PROCEDURE AISC 360 TABLE N5.6-1

OBSERVEVERIFY CONNECTING ELEMENTS, INCLUDING FAYING SURFACES AND HOLE

PREPARATION (IF SPECIFIED) MEET APPLICABLE REQUIREMENTS

YCONNECTING ELEMENTS AISC 360 TABLE N5.6-1

NOTES:

1. SEE CONTRACT DOCUMENTS FOR WELDING REQUIREMENTS. SEE AISC 360 FOR ADDITIONAL INFORMATION.

2. SEE AISC 360 FOR SPECIFIC REQUIRED ELEMENTS OF WELD PROCEDURE SPECIFICATION.

3. SEE AISC 360 FOR SPECIFIC REQUIRED VISUAL ACCEPTANCE CRITERIA.

4. "OBSERVE" REQUIRES OBSERVATION ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.

5. "PERFORM" REQUIRES TASKS TO BE PERFORMED FOR EACH OPERATION, JOINT OR MEMBER AS APPLICABLE.

VERIFY ALL WELD MATERIALS ARE PROPERLY MARKED WITH VALID

TYPE/GRADE IDENTIFICATION

OBSERVEY AISC 360 TABLE N5.4-1WELD MATERIAL

IDENTIFICATION

WELDED MEMBERS

AISC 360 TABLE N5.4-1

AISC 360 TABLE N5.4-1

AISC 360 TABLE N5.4-1

OBSERVEVERIFY WELDING PROCEDURE SPECIFICATIONS ARE FOLLOWED YWELDING PROCEDURE

SPECIFICATION (NOTE 2 - SEE

AISC 360)

AISC 360 TABLE N5.4-2

OBSERVEVERIFY EACH PASS MEETS PROFILE LIMITATIONS AND QUALITY

REQUIREMENTS, INTERPASS AND FINAL CLEANING

YWELDING TECHNIQUES AISC 360 TABLE N5.4-2

OBSERVEINSPECT FOR PROPER PLACEMENT AND INSTALLATION OF STEEL HEADED

STUD ANCHORS

Y/NCOMPOSITE BEAM HEADED

STUD ANCHORS

PERFORMVISUALLY INSPECT 100% OF WELDS IN LATERAL LOAD RESISTING MOMENT

FRAMES AND BRACED FRAMES

Y/N

PERFORMVISUALLY INSPECT 20% OF ALL FILLET WELDS NOT IN LATERAL LOAD

RESISTING MOMENT FRAMES AND BRACED FRAMES

Y

PERFORMVERIFY APPROVED REPAIRS OF NON-CONFORMING ITEMS (WHEN

REQUIRED) ARE PROPERLY COMPLETED

YREPAIRS AISC 360 TABLE N5.4-3

BOLTED MEMBERS

OBSERVEVERIFY PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION

PERSONNEL IS OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES

AND METHODS USED

YPRE-INSTALLATION

VERIFICATION

AISC 360 TABLE N5.6-1

OBSERVEVERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS AND OTHER

FASTENER COMPONENTS

YPROPER STORAGE AISC 360 TABLE N5.6-1

OBSERVEVERIFY ALL FASTENING ELEMENTS ARE PROPERLY POSITIONED IN THE

JOINT PRIOR TO TIGHTENING

Y

DURING BOLTING:

PROPER POSITIONING AISC 360 TABLE N5.6-2

OBSERVEVERIFY COMPONENT NOT TURNED BY THE WRENCH IS PREVENTED FROM

ROTATING DURING TIGHTENING

YBOLT TIGHTENING AISC 360 TABLE N5.6-2

OBSERVEVERIFY ALL BOLTS AT A CONNECTION TO BE PRETENSIONED ARE FIRST

BROUGHT INTO SNUG-TIGHT CONDITION PRIOR TO START OF PRE-

TENSIONING

Y/NPRETENSIONED BOLTS SNUG

TIGHTENED

AISC 360 TABLE N5.6-2

OBSERVEVERIFY FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH RCSC

SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS

Y/NPRETENSIONED BOLTS

TIGHTENING

AISC 360 TABLE N5.6-2

PERFORMDOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS YDOCUMENTATION AISC 360 TABLE N5.6-3

AFTER BOLTING:

PERFORMINSPECT INSTALLATION OF ALL BASE PLATES FOR PROPER ANCHORAGE

(INCLUDING WELDED PLATE WASHERS WHERE INDICATED) AND GROUTING

BENEATH BASE PLATE

Y

STEEL FRAMING (GENERAL)

COLUMN BASES

PERFORMINSPECT ALL COLUMN SPLICES TO CONFIRM THAT GAPS BETWEEN

BEARING ELEMENTS DO NOT EXCEED 1/16-INCH

Y/NCOLUMN SPLICES

PERFORMINSPECT FOR CONFORMANCE WITH REQUIRED SIZE, SPACING AND

CONNECTION REQUIREMENTS

YBEAM, GIRDER AND COLUMN

MEMBERS

PERFORMINSPECT SUPPORT MATERIALS FOR PROPER SIZE, POSITIONING AND

CONNECTIONS

YROOF AND FLOOR DECK/SLAB

EDGE SUPPORTS

PERFORMINSPECT INSTALLATION OF ALL MEMBERS AND CONNECTIONS IN BRACED

FRAMES AND MOMENT FRAMES FOR PROPER SIZE, POSITIONING AND

CONNECTIONS

Y/NBRACED FRAMES AND

MOMENT FRAMES

PERFORMVERIFY PROPER PLACEMENT AND INSTALLATION OF STEEL DECK Y/N

COMPOSITE STEEL FRAMING

PERFORMINSPECT DIAMETER, LENGTH, QUANTITY AND POSITIONING OF STEEL

HEADED STUD ANCHORS

Y/N

PERFORMRING TEST 100% OF HEADED STUD ANCHORS WITH A 3 LB HAMMER Y/N

PERFORMBEND TEST QUESTIONABLE HEADED STUD ANCHORS TO 15 DEGREES Y/N

PERFORMDOCUMENT ACCEPTANCE OR REJECTION OF COMPOSITE STEEL FRAMING

ELEMENTS

Y/N

INSPECT COMPOSITE STEEL FRAMING PRIOR TO PLACEMENT OF

CONCRETE AS FOLLOWS:

AISC 360 TABLE N6.1

AISC 360 TABLE N6.1

STEEL GRATING INSPECT STEEL GRATING AS FOLLOWS:

PERFORMVERIFY PROPER SIZE, TYPE AND FINISH Y/N

PERFORMVERIFY PROPER ATTACHMENTS TO SUPPORTING STRUCTURE(S) Y/N

SPECIAL INSPECTION SERVICES SCHEDULE - COLD-FORMED

STEEL FRAMING

REFER TO IBC 2015 CHAPTER 17

ITEM TASK APPLICABLE TO

PROJECT (Y/N)

FREQUENCY

VERIFY TEMPORARY AND PERMANENT RESTRAINT/BRACING IS INSTALLED

IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND

APPROVED TRUSS SHOP DRAWINGS

PERIODIC

PERIO…