PN 568-20-102 Drawings (54 pages).pdf

SYMBOLS LEGEND

RIGID INSULATION

WOOD ROUGH (CONTINUOUS)

WOOD ROUGH (SPACED)

EARTH

CONCRETE

BLOCK WALL/VENEER

GYPSUM BOARD

PLYWOOD

BATT INSULATION

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO

BE REMOVED

DIMENSION LINE

BREAK LINE

DETAIL INDICATOR

X

X-XX

DETAIL INDICATOR

X

X-XX

X

X-XX

BUILDING SECTION INDICATOR

X

X-XX

X

X-XX

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR

CENTER LINE

ELEVATION INDICATOR, INTERIOR,X-XX

X

X-XX

X

X

X

X

NORTH ARROW

CG

CORNER GUARD

FEC FIRE EXTINGUISHER CABINET

XX KEYNOTE

A GRID LINES

XXX

ROOM

ROOM NAME AND NUMBER

XX

FURNITURE, FIXTURE, & EQUIPMENT

INDICATOR

XXX

DOOR OPENING/BORROWED LIGHT

IDENTIFIER

XX DRAWING BLOCK TITLE,

TYPICAL

DRAWING TITLE

XX=XX

XX INTERIOR PARTITION TYPES

NORTH

COMMON ABBREVIATIONS

C CHANNEL/CELSIUS

CAB CABINET

CB CERAMIC BASE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CF CUBIC FEET OR FOOT

CG CORNER GUARD

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLKG CAULKING

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

CO CHANGE ORDER/CLEAN OUT

COL COLUMN

COMB COMBINATION

COMP COMPOSITE/COMPOSITION

CONC CONCRETE

CONN CONNECT (ION)

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED/CORRIDOR

CPT CARPET

CPPT CARPET TILE

CSMT CASEMENT

CT CERAMIC TILE

CTB CARPET TILE BASE

CTR CENTER

D DEPTH

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVIDE, DIVISION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING (S)

DWR DRAWER

DWTR DUMBWAITER

SYMBOLS USED AS ABBREVIATIONS:

& AND

L ANGLE

LL DOUBLE ANGLE

@ AT

d PENNEY

# POUND OR NUMBER

Ø ROUND OR DIAMETER

ABBREVIATIONS:

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT/ROD

ABV ABOVE

AC ASPHALTIC CONCRETE/AIR CONDITIONER

ACC ACCESSIBLE

ACM ALUMINUM COMPOSITE MATERIAL

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT, ADJOINING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASI ARCHITECTURAL SUPPLEMENTAL

INFORMATION

BD BOARD

BEV BEVELED

BFF BELOW FINISH FLOOR

BL BRICK LEDGE

BLDG BUILDING

BLKG BLOCK (ING)

BM BEAM

BOT BOTTOM

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

(E) EXISTING

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENL ENLARGED

EMER EMERGENCY

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPS EXPANDED POLYSTYRENE BOARD

EPT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

ETC ETCETERA

ETR EXISTING TO REMAIN

EW EACH WAY

EXIST EXISTING

EXC EXCAVATE/EXCAVATION

EXH EXHAUST

EXP EXPANSION/EXPOSED

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FA FIRE ALARM

FAB FABRICATE/FABRICATION

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLOUR FLUORESCENT

FLR FLOOR (ING)

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FOF FACE OF FINISH

FR FIRE RESISTANT/FRAME

FRP FIBERGLASS REINFORCED PANEL

FS FLOOR SINK

FT FOOT, FEET/FIRE TREATED

FTG FOOTING

FURG FURRING

FUT FUTURE

GA GAGE, GAUGE

GB GRAB BAR

GALV GALVANIZED

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUE LAMINATED (BEAM)

GWB GYPSUM WALL BOARD

GYP GYPSUM

UG UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V SHEAR

VAR VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VWC VINYL WALL COVERING

W WEST/WIDTH

W/ WITH

W/O WITHOUT

WA WEDGE ANCHOR

WB WOOD BASE

WC WATER CLOSET

WD WOOD/WOODWORK

WDW WINDOW

WF (W) WIDE FLANGE

WG WALL GUARD

WH WATER HEATER

WI WROUGHT IRON

WL WIND LOAD

WP WATERPROOF (ING)

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT/WINDOW TREATMENT

WWF WELDED WIRE FABRIC

S SOUTH

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT SECTION

SD SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLDG SLIDING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNX SANITARY NAPKIN DISPOSAL

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

ST STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SW SHEARWALL

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TEMP TEMPORARY/TEMPERED

TER TERRAZZO

TFE TOP FOOTING ELEVATION

THD THREAD (ED) (S)

THK THICKNESS

THRU THROUGH

TKBD TACKBOARD

TL TILE

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE/CURB

TOD TOP OF DECK

TOF TOP OF FOOTING (FOUNDATION)

TOM TOP OF MASONRY

TOP TOP OF PIER

TOJ TOP OF JOIST

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPO THERMOPLASTIC POLYOLEFIN

TPTN TOILET PARTITION

TRANS TRANSVERSE

TS TUBE STEEL

TYP TYPICAL

(N) NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED / OWNER

INSTALLED

OH OVERHEAD

OPP OPPOSITE

OPG OPENING

ORIG ORIGINAL

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR/PROPOSAL REQUEST

PRCST PRECAST CONCRETE

PREFAB PREFABRICATE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT PAINT / PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PLBG PLUMBING

QT QUARRY TILE

R RADIUS/RISER

RB RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECESSED

REF REFERENCE/REFRIGERATOR

REINF REINFORCE (D), (ING), (MENT)

REQ REQUIRE

REQD REQUIRED

RES RESILIENT FLOORING

RET RETURN

REV REVISION (S), REVISED

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL RIDGE LINE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RVS REVERSE (SIDE)

RWL RAIN WATER LEADER

HB HOSE BIB

HC HANDICAP / HOLLOW CORE

HD HEAVY DUTY

HDBD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AIR-

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER/DIMENSION

IFC INTERNATIONAL FIRE CODE

IN INCH(ES)

INCL INCLUDE (D), INCLUDING

INFO INFORMATION

INSP INSPECTION

INSTR INSTRUCTION(S)

INSUL INSULATE (D), INSULATION

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KO KNOCK OUT

L LENGTH / ANGLE

LAB LABORATORY

LAM LAMINATE (ED)

LAV LAVATORY

LB POUND

LF LINEAR FEET

LH LEFT HAND

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MIRROR

MTL METAL

VICINITY MAP

SITE MAP

PROJECT LOCATION

NORTH

ENGINEERING

BUILDING

BUILDING 113

113 COMANCHE ROAD

FORT MEADE, SD

VERIFY STAGING LOCATION

WITH PROJECT ENGINEER.

SHEET INDEX

01 - GENERAL

GI-001 ACCESSIBILITY DETAILS

GI-003 1ST LEVEL LIFE SAFETY PLAN

GI-000 COVER SHEET

GI-002 ACCESSIBILITY DETAILS

GI-004 2ND LEVEL LIFE SAFETY PLAN

04 - STRUCTURAL

S-601 TYPICAL DETAILS

S-001 STRUCTURAL GENERAL NOTES

S-002 IBC INSPECTION TABLES

S-003 WIND UPLIFT PLAN

S-004 SNOW DRIFT PLAN

S-101 EXISTING ROOF PLAN

S-102 PENTHOUSE FRAMING PLAN

S-501 DETAILS

05 - ARCHITECTURAL DEMOLITION

AD-101 1ST LEVEL DEMOLITION PLAN - FLOOR PLAN

AD-102 1ST LEVEL DEMOLITION PLAN - CEILING

AD-103 DEMOLITION PLAN - ROOF

AD-201 DEMOLITION ELEVATIONS

06 - ARCHITECTURAL

AE-101 1ST LEVEL FLOOR PLAN & SCHEDULES

AE-102 2ND LEVEL FLOOR PLAN

AE-110 1ST FLOOR REFLECTED CEILING PLAN

AE-120 ROOF PLAN

AE-201 ELEVATIONS

AE-301 BUILDING SECTIONS

AE-302 WALL SECTIONS & DETAILS

AE-450 INTERIOR ELEVATIONS

AE-601 SCHEDULES

AE-801 1ST LEVEL FINISH PLAN

AE-802 2ND LEVEL FINSH PLAN

10 - MECHANICAL/PLUMBING

MA-101 MECHANICAL AND PLUMBING ABBREVIATIONS & SYMBOLS

FX101 FIRE PROTECTION PLAN

PD-101 1ST LEVEL PLUMBING DEMOLITION PLAN

PP-101 1ST LEVEL PLUMBING REMODEL PLAN

PP-102 ROOF PLUMBING REMODEL PLAN

MD-101 1ST LEVEL HVAC PIPING DEMOLITION PLAN

MD-201 1ST LEVEL HVAC DEMOLITION PLAN

MP-101 1ST LEVEL PIPING REMODEL PLAN

MP-102 ROOF PIPING PLAN

MH-101 1ST LEVEL HVAC REMODEL PLAN

MH-102 ROOF HVAC REMODEL PLAN

MJ-501 MECHANICAL DETAILS

MJ-502 MECHANICAL SCHEDULES

MJ-503 MECHANICAL SCHEDULES

MJ-504 MECHANICAL SCHEDULES

MJ-505 MECHANICAL SECTIONS

11 - ELECTRICAL

EA-101 ELECTRICAL SYBOLS & ABBREVIATIONS

ED-101 1ST LEVEL LIGHTING DEMOLITION PLAN

ED-102 1ST LEVEL POWER DEMOLITION PLAN

ED-103 1ST LEVEL SIGNAL DEMOLITION PLAN

EL-201 1ST LEVEL LIGHTING REMODEL PLAN

EP-301 1ST LEVEL POWER REMODEL PLAN

EP-302 ROOF ELECTRICAL REMODEL PLAN

EY-401 1ST LEVEL SIGNAL REMODEL PLAN

FA-101 1ST LEVEL FIRE ALARM REMODEL PLAN

EJ-501 ELECTRICAL DETAILS & SCHEDULES

TOTAL SHEET COUNT: 54

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 OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL /

PLUMBING:

West Plains Engineering, Inc.

1750 Rand Road Rapid City, South Dakota 57702 Phone: 605-348-7455

STRUCTURAL:

Albertson Engineering, Inc.

3202 W. Main St, #C Rapid City, South Dakota 57702 Phone: 605-343-9606

G G

C

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A F

M U p g ra d e

M H

W a rd je s s e k U

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A

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GI-000

COVER SHEET

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA FM UPGRADE MENTAL

HEALTH LOCK WARD

FORT MEADE, SOUTH DAKOTA

08/29/22 JHK RMV/DAN

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SGA #211937

VA #568-20-102

VA FM UPGRADE MENTAL HEALTH LOCK WARD

CONSTRUCTION DOCUMENTS

08/29/22

FORT MEADE, SOUTH DAKOTA

BUILDING #148

VA BLACK HILLS HEALTH CARE SYSTEM

VA#568-20-102

Revision# Description Date:

Figure 302.2 Carpet Pile Height

Figure 303.2 Vertical Change in Level

Figure 303.3 Beveled Change in Level

Figure 304.3.1 Circular Turning Space

Figure 304.3.2 T-Shaped Turning Space

Figure 305.3 Clear Floor or Ground Space

Figure 305.5 Position of Clear Floor or Ground Space

Figure 305.7.1 Maneuvering Clearance in an

Alcove, Forward Approach

Figure 305.7.2 Maneuvering Clearance in an

Alcove, Parallel Approach

Figure 306.2 Toe Clearance

Figure 306.3 Knee Clearance

Figure 308.3.1 Unobstructed Side

Reach

Figure 308.3.2 Unobstructed High Side

Reach

Figure 308.2.2 Obstructed High Forward Reach

Figure 308.2.1 Unobstructed Forward Reach

Figure 307.2 Limits of Protruding Objects

Figure 307.4 Vertical Clearance

Figure 307.3 Post-Mounted Protruding Objects

Figure 302.3 Elongated Openings in Floor or

Ground Surfaces

Figure 403.5.2 Clear Width at Turn Figure 403.5.1

Clear Width of an Accessible Route

Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates

Figure 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors

Figure 407.4.1 Elevator Car Door Sizes

Figure 408.4.1 Limited Use/Limited Application (LULA) Elevator Car and Door Sizes

Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates

Figure 404.2.3 Clear Width of Doorways

Figure 406.3 Sides of Curb Ramps

Figure 405.9.1 Extended Floor or Ground Surface

Edge Protection

Figure 405.9.2 Curb or Barrier Edge Protection

Figure 406.4 Landings at the Top of Curb Ramps

Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps

Figure 406.6 Diagonal or Corner Type Curb Ramps

Figure 406.7 Islands in Crossings

Figure 404.2.6 Doors in Series and Gates in Series

Figure 405.7 Ramp Landings

Figure 407.2.2.2 Visible Hall Signals

Figure 407.2.3.1 Floor Designations on

Jambs of Elevator Hoistway Entrances

Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator

Hoistway Entrances

Figure 407.2.1.1 Height of Elevator Call Buttons

Figure 409.4.6.2 Location of Private Residence

Elevator Control Panels

Figure 410.6 Platform Lift Doors and Gates

Figure 502.2 Vehicle Parking Spaces

Figure 502.3 Parking Space Access Aisle

Figure 503.3 Passenger Loading Zone Access Aisle

Figure 504.2 Treads and Risers

Figure 504.5 Stair Nosings

Figure 505.4 Handrail Height

Figure 505.5 Handrail Clearance

Figure 505.6 Horizontal Projections Below

Gripping Surface

Figure 505.7.2 Handrail Non-Circular Cross

Section

Figure 505.10.1 Top and Bottom Handrail

Extensions at Ramps

Figure 505.10.2 Top Handrail Extension at

Stairs

Figure 505.10.3 Bottom Handrail Extension at

Stairs

G E

N E

R A

L S

IT

E

A N

D B

U

IL

D

IN

G E

L E

M E

N T

S A

C C

E S

S

IB

L E

R O

U T

E S

B U

IL

D

IN

G

B L

O C

K S

1/2" min

13 mm

1/4" min

6.4 mm

1/4"

6.4 mm

1/4"

6.4 mm 1/2"

13 mm

1/2"

13 mm

72" min

1828 mm

60" min

1525 mm m in m m m in

36" min

915 mm 12" min

305 mm

12" min

305 mm

24" min

610 mm ar m ar m base

48" min

1220 mm m in m m m in m m

30" min

760 mm m in m m

48" min

1220 mm

36 min

60" min

1525 mm

X

X

5" m m

6" max

150 mm

9"

230 mm

17-25"

430-635 mm m in m m

11" min

280 mm

9" min

230 mm

8" min

205 mm m in m m m in m m

25" max

635 mm (b) plan

(a) elevation

(b) plan

(a) elevation m ax m m m in m m

10" max

255 mm

>10 - 24" max

255 - 610 mm m ax m m m ax m m m ax m m

10 max m ax m m m ax

> 20 - 25" max

510 - 635 mm

20" max

510 mm m ax m m

(a) (b) (b)(a) m ax m m m in m mX m m

4 max

X

0" m m

X

7" m m27 m ax m m m in m m m ax m m

4" max (typ.)

100 mm

X > 12"

305 mm

X > 12"

305 mm 4" max

100 mm

5-

(a) (b) dominant direction of travel long dimension perpendicular to dominant direction of travel

1/2" max

13 mm m in m m

72" min

1829 mm

X < 48"

1220 mm

72" min

1829 mm

76" min

1,930 mm m ax m m m ax m in m m 60 m in m m

18" min 445 mm

X > 8"

205 mm

X > 8"

205 mm

X > 8" 205 mm

12" min 305 mm m in m m m in m m m in m m m in m m m in m m m in m m

24" min

610 mm 22" min

560 mm

80" min

2030 mm

68" min

1725 mm m in m m m in m m m in m m m in m m

42" min

1065 mm

36" min

915 mm

36" min 915 mm

60 min

54" min

1370 mm m in m in m in m m

36" min

915 mm

36" min

915 mm

36" min

915 mm

51" min

1295 mm

42" min

1065 mm m in m m m in m m m in m m

36" min

915 mm 32" min

815 mm

(a) centered door

(b) side (off-centered) door

(c) any door location

(d) any door location

(e) Exception existing elevator car configuration

(b) Exception 1

(c) Exception 2

(a) new construction m in m m m in m m m in m m m in m m

18" min

445 mm 12" min*

305 mm

36" min

915 mm

42" min

1065 mm m in m m

(e) hinge approach, pull side

(j) latch approach, push side

(k) latch approach, push side

*48 min if door provided with closer

(i) latch approach, pull side

*54 min if door provided with closer

(h) latch approach, pull side

(f) hinge approach, push side

(g) hinge approach, push side

*if door provided with both closer and latch ** 48 min if both closer and latch provided

(b) front approach, push side

(c) front approach, push side

*if door provided with both closer and latch

(a) front approach, pull side

(a) hinged door

(b) sliding door

(c) folding door

(d) doorways without doors

(a) pull side

(b) push side

(c) push side, door provided with both closer and latch (a) front approach

(b) side approach

*48 min at front approach

(c) pocket or hinge approach

(d) stop or latch approach

(d) hinge approach, pull side

24" min

610 mm

22" min

560 mm

12" min*

305 mm m in m m m in m m

24" min

610 mm

60" min

1525 mm m in m m

48" min

1220 mm 48" min

1220 mm

48" min

1220 mm

(a)

(c)

(b)

(d)

60" min

1525 mm

60" min

1525 mm

60" min

1525 mm m in m m 2 1/2" min

64 mm

2 1/2" min

64 mm m in m m 2" m in m m

2" m in m m

32" min

815 mm m in m mplatform lif t m ec h an is m

12" min 305 mm

-4

8"

0-m m m in m m

4 - 7"

100 - 180 mm

11" min

280 mm radius 1/2" max

13 mm

1 1/2" max

38 mm

30 deg max

(a) radius of tread edge (typical for all profiles)

(b) angled riser

(c) curved nosing

(d) beveled nosing full length of vehicle pull up space (20'-0" min) curb line area to be marked area to be marked fu ll le ng th o f p ar ki ng s pa ce

60" min

1525 mm

132" min

3350 mm

96" min

2240 mm

(a) car

(b) van

(a) stairs

(b) ramps

(c) walking surfaces m m m m

1 1/2" min

38 mm

1/

2" m in m m 2 1/

4" m ax m m 2 1/4" max

57mm

4 - 6 1/4" perimeter

100 - 160 mm

12" min

305 mm

12" min 305 mm

12" min

305 mm

X

X

Note: X = tread depth

36" min

915 mm

48" min

1220 mm at least as wide as ramp run landing landingramp run ramp run landing ra m p ru n

(a) straight

(b) change in direction

(a) cut through an island

(b) curb ramp at island

32 - 36" min

815 - 915 mm (section 403.5)

24" min

610 mm

24" min

610 mm

48" min 1220 mm curb ramp slope adjoining surface maximum slope at least as wide as curb ramp flared sides 1:10 max slope

36" min

915 mm

32" min

815 mm

32" min

815 mm

32" min

815 mm

12" min

305 mm

12" min

305 mm

X < 4" 100 mm

36" min

915 mm slope slope

(a) 180 degree turn

15 sq ft min

1.4 m²

16 sq ft min

1.5 m²

90.

m m

(a) forward

(b) parallel front approach symbol

1 1/2" max

38 mm m m

4" max

100 mm

72" min

1829 mm

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 OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL /

PLUMBING:

West Plains Engineering, Inc.

1750 Rand Road Rapid City, South Dakota 57702 Phone: 605-348-7455

STRUCTURAL:

Albertson Engineering, Inc.

3202 W. Main St, #C Rapid City, South Dakota 57702 Phone: 605-343-9606

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ACCESSIBILITY DETAILS

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA FM UPGRADE MENTAL

HEALTH LOCK WARD

FORT MEADE, SOUTH DAKOTA

08/29/22 JHK RMV/DAN

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SGA #211937

VA #568-20-102

15" min

380 mm

5" max

125 mm

Figure 602.5 Drinking Fountain

Spout Location

16 -18"

405-455 mm

Figure 604.2 Water Closet

Location

(a) wheelchair accessible water closets

(b) ambulatory accessible water closets

17 -19" 430-485 mm

Figure 604.3.1 Size of Clearance at

Water Closets

Figure 604.3.2 (exception) Overlap of Water Closet Clearance in Residential

Dwelling Units

Figure 604.5.1 Side Wall Grab Bar at

Water Closets

Figure 604.5.2 Rear Wall Grab Bar at

Water Closets

Figure 604.5.3 Swing-up Grab Bar for

Water Closet

Figure 604.7 Dispenser Outlet

Location Figure 604.8.1.1

Size of Wheelchair Accessible Toilet Compartment

Figure 604.8.1.2 Wheelchair Accessible Toilet

Compartment Doors

Figure 605.2 Height and Depth of

Urinals

Figure 607.2 Clearance for Bathtubs

Figure 607.4.1 Grab Bars for Bathtubs with

Permanent Seats

Figure 607.4.2 Grab Bars for Bathtubs with

Removable In-Tub Seats

Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance

Figure 604.8.2 Ambulatory Accessible Toilet

Compartment

Figure 607.5 Bathtub Control

Location

Figure 608.2.1 Transfer Type Shower Compartment Size and

Clearance

Figure 608.2.2 Standard Roll-In Type Shower Compartment

Size and Clearance

Figure 608.2.3 Alternate Roll-In Type Shower Compartment

Size and Clearance

Figure 608.3.1 Grab Bars for Transfer-

Type Showers

Figure 608.3.2 Grab Bars for Standard Roll-In Type Showers

Figure 608.3.3 Grab Bars for Alternate Roll-In Type Showers

Figure 608.5.1 Transfer-Type Shower Compartment Control

Location

Figure 608.5.2 Standard Roll-In Type Shower Compartment

Control Location

Figure 608.5.3 Alternate Roll-In Type Shower Compartment Control Location

Figure 609.2.2 Grab Bar Non-Circular Cross Section

Figure 609.3 Spacing of Grab Bars

Figure 610.2 Bathtub Seats

Figure 610.3 Extent of Seat

Figure 610.3.1 Rectangular Shower Seat

Figure 610.3.2 L-Shaped Shower Seat

Figure 611.4 Height of Laundry

Compartment Opening

Figure 703.2.5 Height of Raised

Characters

Figure 703.3.1 Braille Measurement

Figure 703.3.2 Position of Braille

Figure 704.2.1.1 Parallel Approach to

Telephone

Figure 704.2.1.2 Forward Approach to

Telephone

Figure 703.4.1 Height of Tactile Characters

Above Floor or Ground

Figure 703.4.2 Location of Tactile Signs at Doors

Figure 703.6.1 Pictogram Field

Figure 705.1 Size and Spacing of Truncated Domes

Figure 707.6.2 Numeric Key Layout

Figure 703.7.2.1 International Symbol of Accessibility

Figure 703.7.2.2 International TTY Symbol

Figure 703.7.2.3 Volume-Controlled Telephone

Figure 703.7.2.4 International Symbol of Access for

Hearing Loss

C O

M M

U N

IC

A

T

IO

N E

L E

M E

N T

S A

N D

F E

A T

U R

E S

P L

U M

B

IN

G E

L E

M E

N T

S A

N D

F A

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IT

IE

S

60" min.

1525 mm m in m m m in m m

60" min.

1525 mm

18" min.

455 mm

0-m m

12" max.

305 mm

39 - 41"

990 - 1040 mm 54" min.

1370 mm

42" min.

1065 mm m in m m m m m m

24" min.

610 mm

36" min.

915 mm 12" min.

305 mm m m

Transfer Side

18" min.

455 mm

18" min.

455 mm

15 3/4"

400 mm m in m m comply with section 609.3

7 - 9"

180 - 230 mm m in m m m ax m m m in m m

60" min.

1525 mm (a) adult wall hung water closet

(b) adult floor mounted water closet and children's water closet

60" min.

1525 mm m in m in m m

4" m ax m m

4" max

100 mm m in m in

36 min

17-19

430-485 per 604.2

6" min

150 mm

6" min

150 mm

6" min

150 mm

12" min

300 mm

6" min

150 mm

9" min

230 mm partition partition

24" max

610 mm

24" min

610 mm 12" max

305 mm m in m m

4" max

100 mm 12 m in m m back wall head end wall control end wall

9"

230 mm m in m m

-3

6"

0-m m

3-6" 75-150 mm

15" max

380 mm back wall head end wall control end wall

12" max

305 mm

4" max

100 mm m in m m

(b) plan

9"

230 mm m in m m

-3

6"

0-m m

3-6"

75-150 mm m in m m

12" min 305 mm length of bathtub back wall head end wall control end wall m in m m back wall head end wall control end wall length of bathtub removable in-tub seat permanent seat (b)(a)(a) (b) wall hung type stall type

13 1/2" min

345 mm

13 1/2" min

345 mm

17" max 430 mm control end wall back wall seat wall control wall

36"

915 mm m m m in m m

48" min 1220 mm back wall side wall side wall

60" min

1525 mm

60" min

1525 mm m in m m m in m m m m

36" min

915 mm side wall side wall back wall front wall

18"

455 mm seat wall control wall back wall back wall side wall side wall

4 max

6" max

150 mm

6" max

150 mm

6" m ax m m

6" m ax m m

6" m ax m m

6" max

150 mm 6" max

150 mm

6" max

150 mm

6" m ax m m back wall back wall front wall side wall side wall side wall side wall with seat

15" max

380 mm m ax m m m in m m side wall m in m m m ax m m m ax m m m in m m

27" max

685 mm back wall can be located on any wall of shower without seat (a) with seat (b) top loading (a) front loading (b) m ax m m

-3

6"

0-m m

1/

2" m ax m m

2 1/2" max

64 mm seat wall seat wall

22-23"

560-585 mm

15-16"

380-405 mm

-1

5"

5-m m size

(a) distance from wall

(b)

1/

2" m ax m m15-16"

380-405 mm

2 1/2" max

64 mm seat wall rectangular (a)

L-shaped (b)

3" m ax m m

3" m ax m m compartment entry compartment entry

Removable In-Tub Seat

(a) Permanent Seat

(b)

15-16" 380-405 mm

15" min 380 mm

-1

9"

0-m m

(b) without seat (a) projecting objects

(a) recessed objects

(b) m in m m

1 1/2" min

38 mm

Note: inside finished dimensions measured at the center points of opposing sides

15" max

380 mm27" max

685 mm m ax m m m in m m side wall back wall m ax m m m in m m with seat (elevation)

(a) with seat (elevation)

(b) with seat (plan)

(d) without seat (plan)

(c) side wall side wall side wall side wall back wallback wall front wall front wall

4 - 4.8" perimeter

100-120 mm

2" max

51 mm2" m ax m m

(a) elevation

(b) plan

(b) elevation children

(a) elevation adult

(c) plan distance between corresponding dots in adjacent cells distance between dots in the same cell distance between corresponding dots from one cell directly below distance between dots in the same cell single braille cell blank cell space between words raised dot base diameter no raised dot m ax m m m in m m

AREA OF

REFUGE

18" min

455 mm

18" min 455 mm centered on tactile characters

AREA OF

REFUGE

20" max

510 mm 10" max

255 mm

1.6-2.4"

41-61 mm

1.6-2.4"

41-61 mm 0.65" min

17 mmbase diameter of 0.9-1.4" (23-36mm) top diameter of 50%-65% of the base diameter

0.2"

5.1 mm

(a) elevation (enlarged)

(b) plan

(a) 12-key ascending

(b) 12-key descending

1 2 3

4 5 6

7 8 9

* 0 #

7 8 9

4 5 6

1 2 3

* 0 #

6" m in m m

MEN not in pictogram field

5/

-5 m m

AREA OF

REFUGE

3/8" min

9.5 mm

3/8" min

9.5 mm alternate door location

Note: inside finished dimensions measured at the center points of opposing sides

Note: inside finished dimensions measured at the center points of opposing sides

(a) (b)

LIBRARY

.00

CL CLCL

CL

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 OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL /

PLUMBING:

West Plains Engineering, Inc.

1750 Rand Road Rapid City, South Dakota 57702 Phone: 605-348-7455

STRUCTURAL:

Albertson Engineering, Inc.

3202 W. Main St, #C Rapid City, South Dakota 57702 Phone: 605-343-9606

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GI-002

ACCESSIBILITY DETAILS

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA FM UPGRADE MENTAL

HEALTH LOCK WARD

FORT MEADE, SOUTH DAKOTA

08/29/22 JHK RMV/DAN

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SGA #211937

VA #568-20-102

.9

.9

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. SMOKE SEALS ON ALL RATED DOORS.

C. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

GENERAL CODE PLAN NOTES:

251 SF

D119

TWO-BED

ROOM

127 SF

D120

TUB ROOM

131 SF

D121

W

RESTOOM

161 SF

D122

WOMEN'S /

MED OBS

ROOM

165 SF

D124

ONE-BED

ROOM

247 SF

D125

CONGREGATE

BATH

107 SF

D126A

CLOSE

OBSERVATION

52 SF

D126

ANTEROOM

65 SF

D126B

TOILET

107 SF

D127A

CLOSE

OBSERVATION

107 SF

D128A

CLOSE

OBSERVATION

107 SF

D129A

CLOSE

OBSERVATION

190 SF

D130

EQUIPMENT

52 SF

D129

ANTEROOM

68 SF

D128B

TOILET

52 SF

D128

ANTEROOM

55 SF

D127

ANTEROOM

984 SF

DC101

E-W

CORRIDOR

38 SF

DC101A

VESTIBULE

255 SF

D118

TWO-BED

ROOM

237 SF

D116

TWO-BED

ROOM

238 SF

D114

TWO-BED

ROOM

210 SF

D112

QUIET

ROOM

389 SF

D110

DAYROOM

140 SF

D108

EXAM

147 SF

D107

NURSE

MANAGER'S

OFFICE

141 SF

D105

VISITORS

138 SF

D104

NURSE

PRACTITIONER'S

OFFICE

148 SF

D102

PATIENT

LAUNDRY

133 SF

D100

SOCIAL

WORKER'S

OFFICE

99 SF

D101

INTAKE

ROOM

107 SF

D103

SOILED

UTILITY

36 SF

D106B

TOILET, F

STAFF

37 SF

D106A

TOILET, M

STAFF

247 SF

D106

REPORT /

CONFERENCE

ROOM

104 SF

D109A

MEDICATION

336 SF

D109

NURSE

STATION

520 SF

DC100

N-S

CORRIDOR

118 SF

CC105

CORRIDOR

521 SF

CM100

MECHANICAL

813 SF

C105

DINING

140 SF

C104

GYM

21 SF

CHC3

CLOSET,

FIRE

SERVICE

36 SF

C105A

TOILET

23 SF

D123

GARBAGE

CART

15 SF

D113

LINEN

7 SF

D117

STORAGE

6 SF

D110A

RECREATION

SUPPLIES

7 SF

D110B

MEDIA

CLOSET

D111

PATIENT

LOCKERS

COMMON PATH

LENGTH OF TRAVEL: 30'-0"

COMMON PATH

LENGTH OF TRAVEL: 89'-6"

LE

N

G T

H O

F T

R A

V E

L : 9 4' -10 "

COMMON PATH

LENGTH OF TRAVEL: 54'-2"

FE

2 2 2 2

2 1

1 1 1 1

EX EX

EX

7.2"

50.0"

9.0"

42.0"

5.1"

42.0"

3.9"

42.0"

EX

30'-0"

DEADEND CORRIDOR

P1

P1

P1

P1

6'-0"

LIFE SAFETY LEGEND

FIRE EXTINGUISHER

2HR FIRE WALL

2HR FIRE / SMOKE BARRIER

30 MIN SMOKE BARRIER

1HR SMOKE BARRIER

SMOKE PARTITION

2HR SMOKE BARRIER

DOOR WIDTH

OCCUPANT LOAD

DOOR WIDTH

2FW

2FS

30SB

1SB

2SB

2HR FIRE BARRIER

1HR FIRE BARRIER

2FB

1FB

EXITEX

FE

7.2"

50.0"

MINIMUM DIIR

WIDTH

PROJECT: FORT MEADE VAMC - UPGRADE MENTAL HEALTH LOCK WARD – BLDG 148

VA PROJECT # 568-20-102

ARCHITECT: STONE GROUP ARCHITECTS

600 E. 7TH STREET

SIOUX FALLS, SD 57103

DESCRIPTION OF USE: RENOVATION OF LOCKED MENTAL HEALTH WARD TO CURRENT VA STANDARDS

BUILDING CODE AGENCY/JURISDICTION: CITY OF FORT MEADE, SOUTH DAKOTA

BUILDING CODE: NFPA 101 LIFE SAFETY CODE (2021)

2021 INTERNATIONAL BUILDING CODE (Only when specifically referenced in VA Design Docs)

FIRE CODE: NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

PLUMBING CODE: 2021 INTERNATIONAL PLUMBING CODE

MECHANICAL CODE: 2021 INTERNATIONAL MECHANICAL CODE

ELECTRICAL CODE: 2021 NATIONAL ELECTRICAL CODE

OCCUPANCY CLASSIFICATION: GROUP I-2 OCCUPANCY (SECTION 308)

(LSC CHAPTER 19 – EXISTING HEALTH CARE OCCUPANCIES)

CONSTRUCTION TYPE: TYPE I-B - (SECTION 602.2, AND TABLE 504.3, 504.4, AND 506.2)

TYPE II (222) - (LSC SECTION 19.1.6)

FIRE PROTECTION REQUIREMENT: BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM

INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 (LSC SECTION 19.3.5)

ALLOWABLE HEIGHT: FEET 160’ (TABLE 503.4)

STORIES 4 STORIES (TABLE 504.4) – 4 OR MORE STORIES (LSC TABLE 19.1.6.1)

ACTUAL HEIGHT: FEET 13’-6”

STORIES 1-STORY

ALLOWABLE FLOOR AREA: UNLIMITED (SECTIONS 503 & 506, TABLE 506.2)

N/A (NFPA 101)

ACTUAL FLOOR AREA: BASEMENT FIRST SECOND

EXISTING REMODEL 0 14,803 SF 0

SMOKE COMPARTMENTS: (LSC 19.3.7)

AT LEAST 2 PER FLOOR UNLESS LESS THAN 50 OCCUPANT LOAD ON FLOOR

NOT TO EXCEED 22,500 SF EACH

FIRE RESISTIVE REQUIREMENTS (TABLE 601) (LSC SECTIONS 8.2.3 &19.1.6, TABLE A.8.2.1.2 & TABLE 19.1.6.1)

BEARING WALLS - EXTERIOR = 2 HR

BEARING WALLS - INTERIOR = 2 HR

STRUCTURAL FRAME = 2 HR

FLOOR/FLOOR-CEILING = 2 HR

ROOF/ROOF-CEILING = 1 HR

NON-BEARING WALLS - EXTERIOR = 0 HR

PARTITIONS = 0 HR

SMOKE BARRIERS BETWEEN SMOKE COMPARTMENTS = 1 HR LSC 19.3.7.3

SHAFT ENCLOSURES = 2 HR

STAIR ENCLOSURES = 2 HR

EXITING:

MAXIMUM FLOOR AREA ALLOWANCE (TABLE 1004.1.2) (LSC TABLE 7.3.1.2)

I-2 INPATIENT TREATMENT AREAS 240 SF / PERSON

I-2 SLEEPING AREAS 120 SF / PERSON

EGRESS CAPACITY (LSC TABLE 7.3.3.1)

STAIRWAY 0.3 IN. / PERSON

DOOR 0.2 IN. / PERSON

CORRIDOR WALLS:

- CORRIDOR WALLS IN SMOKE COMPARTMENT NON-FIRE RATED PARTITIONS BUT MUST LIMIIT THE TRANSFER OF SMOKE.

(LSC 19.3.6.2.2 THROUGH LSC 19.3.6.2.6)

- SPACES OTHER THAN PATIENT SLEEPING ROOMS, TREATMENT ROOMS, AND HAZERDOUS AREAS, SHALL BE PERMITTED

TO BE OPEN TO THE CORRIDOR. (LSC 19.3.6.1 (7))

TRAVEL DISTANCE LIMITS: (TABLE A.7.6)

COMMON: TRAVEL: DEAD END:

100 FT 200 FT 30 FT

DEAD-END CORRIDORS (LSC 19.2.5.2) “Existing dead-end corridors exceeding 30 ft shall be permitted to continue in use if it is impractical and unfeasible to alter them.

NOTE:

SPACE IS SECURED LOCK MENTAL HEALTH WARD WITH LOCKED PATIENT DOORS. FULL VISUAL OBSERVATION IN USE AT ALL TIMES.

BUILDING CODE SUMMARY

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE INFORMATION ON THE TECHNICAL INFORMATION

LIBRARY (TIL)

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN

DOCUMENTS)

• NFPA 101 LIFE SAFETY CODE

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIER ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA

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

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE

INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS

FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL,

COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE

RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434, AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM

OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENT, ENERGY, AND

TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL

REQUIRMENTS SECTION 01010 IF THE VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR THE ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1 – 2004.

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

• ASME SAFETY CODE FOR ELEVATORS – A17.1, A17.3, A17.5, A17.6, A18.1

• STANDARDS FOR THE QUALIFICATION OF ELEVATOR INSPECTORS – ASME QUE-1

• GUIDE FOR INSPECTION OF ELEVATORS – A17.2

• AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE) – PERSONNEL HOISTS AND EMPLOYEE

ELEVATORS ON CONSTRUCTION AND DEMOLITION OPERATIONS A10.4

NOTE: ALL WORK IS TO BE PERFORMED TO THE LATEST EDITION OF THE FOLLOWING CODES,

ORDINANCES, AND LAWS WHICH INCLUDE, BUT ARE NOT LIMITED TO:

BUILDING CODES, GUIDES, MANUALS

EXIST. DECK ABOVE

FIRESAFE PENETRATIONS @ EXIST. UTIL.

WITH 1HR RATED SYSTEM

CONT. 1HR RATED PTN. TO UNDERSIDE OF

DECK ABOVE

CONTRACTOR OPTION, PROVIDE 1HR HORIZ.

ASSEMBLY TO NEAREST RATED CONST. IN LIEU

OF PTN. TO DECK

5/8" TYPE "X" GYP. BD. BOTH SIDES ON 3-5/8" MTL.

STUDS @ 16" MAX. PAINT/FINISH CORRIDOR OR

ROOM SIDE WITH LEVEL 2 FINISH.

CONTRACTOR OPTION, RECONFIGURE EXISTING SPRINKLER SYSTEMS TO PROVIDE

TEMPORARY UPRIGHT HEADS WITHIN 12" OF ROOF DECK FOR FULL SPRINKLER

COVERAGE OF THE CONSTRUCTION AREA IN LIEU OF RATED TEMPORARY SEPERATIONS

UNTIL NEW SPRINKLER SYSTEM IS IN PLACE AND CEILING FINISHES ARE INSTALLED.

FIRE SEALANT AT FIRE RATED WALLS

OR ACOUSTICAL SEALANT AT NON-

RATED WALLS

METAL SLIP TRACK; ALLOW FOR MIN.

1" DEFLECTION - UNO. SEE SPEC

METAL STUD RUNNER

GYPSUM BD CLADDING

UL #U419

A. COORDINATION WITH DEPARTMENTAL AND FACILITY STAFFING IS REQUIRED TO MAINTAIN

OPERATIONS.

B. ALL WORK MUST BE COMPLETED TO MINIMALLY IMPACT PATIENT SERVICES.

C. AT ALL TIME, ACCESS TO CONSTRUCTION AREAS MUST BE SECURE AN ALL MATERIALS, EQUIPMENT

AND TOOLS MUST BE BEHIND LOCKED DOORS.

D. ACCESS TO LOCKED WARD PORTIONS EXCEPT PER PHASING IS STRICLY PROHIBITED.

GENERAL PHASING NOTES:

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 OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL /

PLUMBING:

West Plains Engineering, Inc.

1750 Rand Road Rapid City, South Dakota 57702 Phone: 605-348-7455

STRUCTURAL:

Albertson Engineering, Inc.

3202 W. Main St, #C Rapid City, South Dakota 57702 Phone: 605-343-9606

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GI-003

1ST LEVEL LIFE SAFETY PLAN

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA FM UPGRADE MENTAL

HEALTH LOCK WARD

FORT MEADE, SOUTH DAKOTA

08/29/22 JHK RMV/DAN

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SGA #211937

VA #568-20-102

1/8" = 1'-0" F2

1ST LEVEL CODE PLAN

N O

R T

H

Revision# Description Date:

1 1/2" = 1'-0" G8

FIRE RATED TEMPORARY DUST

PARTITION

DN

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. SMOKE SEALS ON ALL RATED DOORS.

C. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

GENERAL CODE PLAN NOTES:

FE

FE

LIFE SAFETY LEGEND

FIRE EXTINGUISHER

2HR FIRE WALL

2HR FIRE / SMOKE BARRIER

30 MIN SMOKE BARRIER

1HR SMOKE BARRIER

SMOKE PARTITION

2HR SMOKE BARRIER

DOOR WIDTH

OCCUPANT LOAD

DOOR WIDTH

2FW

2FS

30SB

1SB

2SB

2HR FIRE BARRIER

1HR FIRE BARRIER

2FB

1FB

EXITEX

FE

7.2"

50.0"

MINIMUM DIIR

WIDTH

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE INFORMATION ON THE TECHNICAL INFORMATION

LIBRARY (TIL)

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN

DOCUMENTS)

• NFPA 101 LIFE SAFETY CODE

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIER ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA

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

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE

INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS

FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL,

COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE

RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434, AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM

OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENT, ENERGY, AND

TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL

REQUIRMENTS SECTION 01010 IF THE VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR THE ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1 – 2004.

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

• ASME SAFETY CODE FOR ELEVATORS – A17.1, A17.3, A17.5, A17.6, A18.1

• STANDARDS FOR THE QUALIFICATION OF ELEVATOR INSPECTORS – ASME QUE-1

• GUIDE FOR INSPECTION OF ELEVATORS – A17.2

• AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE) – PERSONNEL HOISTS AND EMPLOYEE

ELEVATORS ON CONSTRUCTION AND DEMOLITION OPERATIONS A10.4

NOTE: ALL WORK IS TO BE PERFORMED TO THE LATEST EDITION OF THE FOLLOWING CODES,

ORDINANCES, AND LAWS WHICH INCLUDE, BUT ARE NOT LIMITED TO:

BUILDING CODES, GUIDES, MANUALS

PROJECT: FORT MEADE VAMC - UPGRADE MENTAL HEALTH LOCK WARD – BLDG 148

VA PROJECT # 568-20-102

ARCHITECT: STONE GROUP ARCHITECTS

600 E. 7TH STREET

SIOUX FALLS, SD 57103

DESCRIPTION OF USE: RENOVATION OF LOCKED MENTAL HEALTH WARD TO CURRENT VA STANDARDS

BUILDING CODE AGENCY/JURISDICTION: CITY OF FORT MEADE, SOUTH DAKOTA

BUILDING CODE: NFPA 101 LIFE SAFETY CODE (2021)

2021 INTERNATIONAL BUILDING CODE (Only when specifically referenced in VA Design Docs)

FIRE CODE: NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

PLUMBING CODE: 2021 INTERNATIONAL PLUMBING CODE

MECHANICAL CODE: 2021 INTERNATIONAL MECHANICAL CODE

ELECTRICAL CODE: 2021 NATIONAL ELECTRICAL CODE

OCCUPANCY CLASSIFICATION: GROUP I-2 OCCUPANCY (SECTION 308)

(LSC CHAPTER 19 – EXISTING HEALTH CARE OCCUPANCIES)

CONSTRUCTION TYPE: TYPE I-B - (SECTION 602.2, AND TABLE 504.3, 504.4, AND 506.2)

TYPE II (222) - (LSC SECTION 19.1.6)

FIRE PROTECTION REQUIREMENT: BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM

INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 (LSC SECTION 19.3.5)

ALLOWABLE HEIGHT: FEET 160’ (TABLE 503.4)

STORIES 4 STORIES (TABLE 504.4) – 4 OR MORE STORIES (LSC TABLE 19.1.6.1)

ACTUAL HEIGHT: FEET 13’-6”

STORIES 1-STORY

ALLOWABLE FLOOR AREA: UNLIMITED (SECTIONS 503 & 506, TABLE 506.2)

N/A (NFPA 101)

ACTUAL FLOOR AREA: BASEMENT FIRST SECOND

EXISTING REMODEL 0 14,803 SF 0

SMOKE COMPARTMENTS: (LSC 19.3.7)

AT LEAST 2 PER FLOOR UNLESS LESS THAN 50 OCCUPANT LOAD ON FLOOR

NOT TO EXCEED 22,500 SF EACH

FIRE RESISTIVE REQUIREMENTS (TABLE 601) (LSC SECTIONS 8.2.3 &19.1.6, TABLE A.8.2.1.2 & TABLE 19.1.6.1)

BEARING WALLS - EXTERIOR = 2 HR

BEARING WALLS - INTERIOR = 2 HR

STRUCTURAL FRAME = 2 HR

FLOOR/FLOOR-CEILING = 2 HR

ROOF/ROOF-CEILING = 1 HR

NON-BEARING WALLS - EXTERIOR = 0 HR

PARTITIONS = 0 HR

SMOKE BARRIERS BETWEEN SMOKE COMPARTMENTS = 1 HR LSC 19.3.7.3

SHAFT ENCLOSURES = 2 HR

STAIR ENCLOSURES = 2 HR

EXITING:

MAXIMUM FLOOR AREA ALLOWANCE (TABLE 1004.1.2) (LSC TABLE 7.3.1.2)

I-2 INPATIENT TREATMENT AREAS 240 SF / PERSON

I-2 SLEEPING AREAS 120 SF / PERSON

EGRESS CAPACITY (LSC TABLE 7.3.3.1)

STAIRWAY 0.3 IN. / PERSON

DOOR 0.2 IN. / PERSON

CORRIDOR WALLS:

- CORRIDOR WALLS IN SMOKE COMPARTMENT NON-FIRE RATED PARTITIONS BUT MUST LIMIIT THE TRANSFER OF SMOKE.

(LSC 19.3.6.2.2 THROUGH LSC 19.3.6.2.6)

- SPACES OTHER THAN PATIENT SLEEPING ROOMS, TREATMENT ROOMS, AND HAZERDOUS AREAS, SHALL BE PERMITTED

TO BE OPEN TO THE CORRIDOR. (LSC 19.3.6.1 (7))

TRAVEL DISTANCE LIMITS: (TABLE A.7.6)

COMMON: TRAVEL: DEAD END:

100 FT 200 FT 30 FT

DEAD-END CORRIDORS (LSC 19.2.5.2) “Existing dead-end corridors exceeding 30 ft shall be permitted to continue in use if it is impractical and unfeasible to alter them.

NOTE:

SPACE IS SECURED LOCK MENTAL HEALTH WARD WITH LOCKED PATIENT DOORS. FULL VISUAL OBSERVATION IN USE AT ALL TIMES.

BUILDING CODE SUMMARY

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 OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

MECHANICAL / ELECTRICAL /

PLUMBING:

West Plains Engineering, Inc.

1750 Rand Road Rapid City, South Dakota 57702 Phone: 605-348-7455

STRUCTURAL:

Albertson Engineering, Inc.

3202 W. Main St, #C Rapid City, South Dakota 57702 Phone: 605-343-9606

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GI-004

2ND LEVEL LIFE SAFETY PLAN

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

VA FM UPGRADE MENTAL

HEALTH LOCK WARD

FORT MEADE, SOUTH DAKOTA

08/29/22 JHK RMV/DAN

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SGA #211937

VA #568-20-102

1/8" = 1'-0" G2

2ND LEVEL CODE PLAN

N O

R T

H

1/2" 1"0" 2"SCALE: FULL

XC1 R1

XX" Ø X

XX'-X" XX'-X"

X

XN

XXNNN

XN

XXNNN

XN

XXNNN

F1

A

HSS _x_x_

B1

20GA TYPE 'W3' MTL DECK

PC S

PAN

Hx R15:12

B

B

GENERAL STRUCTURAL NOTES INDEX TO STRUCTURAL SHEETSSYMBOLS LEGEND

COORDINATE SYSTEM

S J

W--x--

(XXX'-XX")

ELEVATION

INDICATOR

CUT SECTION

INDICATOR

WALL

REINFORCING

INDICATOR

PC SPAN

IDENTIFIER

STEP TOP OF

WALL INDICATOR

PIER TAG CALLOUT INDICATOR

ROOF SLOPE

INDICATOR

STEP TOP OF

FOOTING

IDENTIFIER

MASONRY PIER

INDICATOR

CORNER REINF

INDICATOR

CONTINUOUS

BEAM

INDICATOR

MATCH LINE INDICATOR

PLAN NORTH ORIENTED 90°

TO THE SHEET W/ MAGNETIC

NORTH (OPTIONAL)

SHEET TYPE DESIGNATORS

SHEET IDENTIFICATION

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER 01-99

MODIFIER

CHARACTER

DISCIPLINE

CHARACTER

-S

AA

DETAIL BUBBLE

INDICATOR

DETAIL/SECTION/PLAN

BLOCK TITLE INDICATOR

EXT ELEVATION

INDICATOR

COLUMN

INDICATOR(S)

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

NNN

0 GENERAL (SYMBOLS LEGEND, NOTES, ETC)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS (PLANS, ELEV, OR SECTIONS, NOT DETAILS)

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

A1

54321

FOOTING/PIER

IDENTIFIER

STEP

INDICATOR

HOLD DOWN

INDICATOR

BEAM

INDICATOR(S)

MOMENT

INDICATOR

DECK INDICATOR

SHEAR WALL

INDICATOR

LINTEL

INDICATOR

RAFTER

INDICATOR

ASTERISK

INDICATOR

SLOPE

INDICATOR

WORK POINT

INDICATOR

54321

D

B

A

C

D

B

A

C

A3

C5C4

D4

C3

D3

XN

ELEVATION INDICATOR

SECTION

INDICATOR

COLUMN/FND

GRID INDICATOR

SLAB JOINT

INDICATOR

STRUCTURAL HATCH PATTERNS

BRICK

CONCRETE

NATIVE

UNDISTURBED

SOIL

BACKFILL/FILL

ENGINEERED FILL

DRAINAGE

COURSE

GYPSUM

BOARD

WD- BLKG

OR SHIM

PLYWOOD/OSB

/PARTICLE BD

WD- GLUED

/LAMINATED

WOOD-

CONTINUOUS

FRAMING

INSUL/FIRE

SAFING

METAL FLOOR

GRATING

GROUT

RIGID

INSUL/ICF/SIP

/EIFS SYSTEMS

METALS

MORTAR

CMU

ROUGH LOG

WALL

WOOD STUD

BRG WALL

CONC WALL

HOLD DOWN

(BLOCKOUT)

STONE/

ROCK WALL

C1

Hx

XXX' - XX"

TOx

NTRUE

NORTH

CONT

MC-x

-xx"

PRECAST WALL

S W

-x

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB

SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND

SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND

OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE

PROCEEDING WITH THE AFFECTED PART OF THE WORK.

3. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE

BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE

BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION

OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING (AND ACCOMPANYING

FOOTINGS), GUYS OR TIE-DOWNS.

4. ADDITIONAL OBSERVATIONS AS A RESULT OF REJECTION OF WORK COMPLETED

AND/OR ADDITIONAL OBSERVATIONS DUE TO THE DEFICIENCIES IN WORK OBSERVED

WILL BE AT THE EXPENSE OF THE CONTRACTOR.

5. ALL STRUCTURAL SHOP DRAWINGS TO BE REVIEWED BY JOB SUPERINTENDENT IN

ADDITION TO ALL PERSONNEL DEEMED NECESSARY BY CONTRACTOR PRIOR TO

SUBMITTAL TO ENGINEER FOR APPROVAL.

6. ALL SHOP DRAWINGS TO BE REVIEWED BY ALBERTSON ENGINEERING INC. SHALL

HAVE ELECTRONIC COPIES PROVIDED TO ALBERTSON ENGINEERING INC. FOR

REVIEW. AN ELECTRONIC MARKED SET OF THOSE DRAWINGS WILL BE RETURNED TO

THE CONTRACTOR. NO ADDITIONAL HARD COPIES OF THE SHOP DRAWINGS NEED TO

BE PROVIDED TO ALBERTSON ENGINEERING INC., ALTHOUGH OTHER PARTIES MAY

REQUIRE HARD COPIES OF THE MARKED UP DRAWINGS. THESE REQUIREMENTS ARE

IN ADDITION TO THE TYPICAL PROJECT SHOP DRAWING SUBMITTAL REQUIREMENTS

STATED IN THE PROJECT SPECIFICATIONS.

NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE

LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER.

1. STEEL SHALL CONFORM TO ASTM A992 (Fy=50 KSI) FOR ALL W-SHAPES, AND ASTM A36 (Fy=36 KSI) FOR ALL OTHER MISCELLANEOUS SHAPES AND PLATES.

STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B OR GRADE C (Fy=46

KSI). STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, TYPE "E" OR "S"

(Fy=35 KSI).

2. STEEL SHALL CONFORM TO THE LATEST EDITION OF AISC SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS.

3. ALL SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD

CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED. STEEL TO RECEIVE ONE

SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE

GALVANIZED IS INDICATED ON THE DRAWINGS.

4. WELDS FOR ALL EXPOSED STRUCTURAL STEEL SHALL BE GROUND SMOOTH UNLESS

NOTED OTHERWISE.

5. ALL BOLTED CONNECTIONS SHALL CONSIST OF 3/4" DIA. (MIN.) F3125 GR A325 OR

F1852 BOLTS, UNLESS NOTED OTHERWISE

A. FAILURE OF A BOLT OR NUT DURING INSTALLATION PROCESS RESULTING IN A

CRACK IN THE BOLT OR NUT SHALL BE GROUNDS FOR REJECTION OF ALL THE

FAILED BOLTS OR NUTS COMING FROM THE SAME LOT. IF THE DOCUMENTATION

OF THE LOT OF ORIGIN FOR THE FAILED NUT(S) OR BOLT(S) DOES NOT EXIST, OR

IS NOT PROVIDED, THEN ALL OF THE BOLT(S) OR NUT(S) SHALL BE ASSUMED TO

COME FROM THE LOT CONTAINING THE FAILED NUT(S) OR BOLT(S).

6. CONTRACTOR TO FURNISH AND INSTALL 500 LBS. OF ADDITIONAL MISCELLANEOUS

STEEL TO BE USED AT ENGINEER'S DISCRETION.

7. CONTRACTOR SHALL MAINTAIN ERECTION TOLERANCES OF STRUCTURAL STEEL AND

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL WITHIN AISC'S CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

1. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH AWS D1.1, "STRUCTURAL WELDING CODE", SECTION 7 - STUD WELDING. STUDS

SHALL BE TYPE "B", HEADED STUDS, HAVING A MINIMUM TENSILE STRENGTH OF 60,000

PSI, AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON THE DRAWINGS.

1. STEEL ROOF DECK SHALL BE 3" DEEP, 20 GAUGE PAINTED WIDE RIBBED STEEL ROOF

DECK (3N-20GA.) AND SHALL CONFORM TO THE PROVISIONS OF THE STEEL DECK

INSTITUTE (SDI) SPECIFICATIONS FOR STEEL ROOF DECK.

2. STEEL ROOF DECKS ARE DESIGNED AS HORIZONTAL DIAPHRAGMS AND SHALL BE

ATTACHED TO SUPPORTS IN SDI PATTERNS AS INDICATED ON THE DRAWINGS.

3. DECKING SHALL HAVE MINIMUM OF (3) SPANS.

1. STEEL STUD, TRACK, AND LINTEL MEMBERS SHALL BE OF THE TYPE SHOWN ON THE

DRAWINGS AND IN THE SPECIFICATIONS AND SHALL CONFORM TO ASTM A653

STRUCTURAL QUALITY GRADE 33 FOR 18 GAUGE THICKNESS OR LESS, AND ASTM A653

STRUCTURAL QUALITY GRADE 50, CLASS 1 FOR 16 GAUGE OR GREATER. MEMBERS

SHALL HAVE HOT DIPPED GALVANIZED COATING CONFORMING TO ASTM A924, CLASS

G60.

2. METAL STUD AND JOIST MEMBERS SHALL CONFORM TO MINIMUM AISI SECTIONS.

3. ALL FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED TO

FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN

PLACE UNTIL PROPERLY JOINED.

4. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF-DRILLING SCREWS

OR WELDED. WIRE TYING OF FRAMING MEMBERS IN STRUCTURAL APPLICATIONS

SHALL NOT BE PERMITTED.

5. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH

SELF-DRILLING SCREWS OR HARDENED SCREW SHANK NAILS. METAL LATH MAY ALSO

BE CONNECTED TO STEEL BY STAPLES OR OTHER FASTENERS, IF APPROVED BY

LOCAL BUILDING CODES.

6. STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH

ABUTMENT AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND

SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND BOTTOM RUNNER TRACKS.

7. VERTICAL SLIP CONNECTORS TO ALLOW THE VERTICAL MOVEMENT OF THE

SUPPORTING STRUCTURE RELATIVE TO THE STUD SHALL BE VERTICLIP SLAB

CONNECTORS OR APPROVED EQUAL. CONNECTOR MANUFACTURER RESPONSIBLE

FOR PROVIDING DOCUMENTATION THAT CONNECTOR HAS ADEQUATE CAPACITY FOR

INSTALLATIONS IN WHICH THEY ARE TO BE INSTALLED, AS WELL AS SPECIFYING THE

CONNECTION OF THEIR CONNECTOR TO BOTH THE METAL STUD AND SUPPORTING

STRUCTURE.

1. SEE DETAILED INSPECTION AND TESTING REQUIREMENTS AS INDICATED

ON SHEET S-002

STRUCTURAL SHEET INDEX

SHT NO SHEET NAME

FND

PKG

FRMG

PKG

S-001 STRUCTURAL GENERAL NOTES

S-002 IBC INSPECTION TABLES

S-003 WIND UPLIFT PLAN

S-004 SNOW DRIFT PLAN

S-101 EXISTING ROOF PLAN

S-102 PENTHOUSE FRAMING PLAN

S-501 DETAILS

S-601 TYPICAL DETAILS

NOTE:

ANY DRAWINGS INCLUDED IN THE FRAMING PACKAGE CONTAINED WITHIN THIS SET

ARE FOR INFORMATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED FOR

CONSTRUCTION.

THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED WITH THE

FOLLOWING SUPERIMPOSED LOADINGS BASED ON A RISK CATEGORY II:

ROOF:

SNOW LOAD 30 PSF + DRIFT

GROUND SNOW LOAD 43 PSF

SNOW EXPOSURE FACTOR 1.0

SNOW THERMAL FACTOR 1.0

SNOW IMPORTANCE FACTOR 1.0

DEAD LOAD (EXISTING) 20 PSF

DEAD LOAD (NEW) 10 PSF

LIVE LOAD 20 PSF (REDUCIBLE)

WIND:

ULTIMATE WIND SPEED 111 MPH

EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENT 0.18

COMPONENT AND CLADDING PRESSURES SEE TABLE ON SHEET S-003

SEISMIC:

SEISMIC DESIGN CATEGORY A

SITE CLASSIFICATION D

DESIGN BASE SHEAR 0.01W

ANALYSIS PROCEDURE

EQUIVALENT LATERAL FORCE PROCEDURE

GENERAL NOTES:

DESIGN…