S02_Drawings_Upgrd NFS Bldg 2_HS.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

WALL 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 OR EQUIPMENT,

AND FINISHES INDICATOR

XXX

DOOR OPENING/BORROWED

LIGHT IDENTIFIER

XX DRAWING BLOCK

TITLE, TYPICAL

DRAWING TITLE

XX=XX

XX INTERIOR PARTITION TYPES

NORTH

X

X-XX

BUILDING SECTION

INDICATOR

X

X-XX

DETAIL INDICATOR

X-XX

MAPS

VA BLACK HILLS HEALTH CARE SYSTEM

OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

HOT SPRINGS

500 N 5TH ST

HOT SPRINGS, SD 57747NORTH

ENGINEERING

PROJECT

LOCATION

VICINITY MAP

LOCATION MAP

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

VA #

MECHANICAL / ELECTRICAL:

WEST PLAINS ENGINEERING, INC.

1750 RAND RD

RAPID CITY, SD 57702

Phone: 605-348-7455

STUCTURAL:

ALBERTSON ENGINEERING INC.

3202 W MAIN ST SUITE C

RAPID CITY, SD 57702

Phone: 605-343-9606

FOOD SERVICE:

HC DESIGN

614 FERGUSON AVE STE 11

BOZEMAN, MT 59718

Phone: 406-522-59719

C

S G

A R e v it L o c a l\

V A

H o t S p ri n g s U p g ra d e

N F

S B ld g d a rr in tJ

Y L .r v t

/1

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P

M

GI000

COVER SHEET

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

UPGRADE NUTRITION AND FOOD

SERVICE DESIGN

Hot Springs, SD

6-13-2023 TRS DT / GV

PERMIT / BID SET

SGA #211916

VA #568A4-22-205

UPGRADE NUTRITION AND FOOD

SERVICE DESIGN

U.S. DEPARTMENT OF

VETERANS AFFAIRS

500 N 5TH ST, HOT SPRINGS, SD 57747

6-13-2023 PERMIT / BID SET

568A4-22-205

ABBREVIATIONS

SYMBOLS

# POUND OR NUMBER

& AND

< ANGLE

<< DOUBLE ANGLE

@ AT

d PENNEY

Ø ROUND OR DIAMETER

A

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALTIC CONCRETE/AIR CONDITIONER

ACC ACCESSIBLE

ACM ALUMINUM COMPOSITE MATERIAL

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT, ADJOINING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATIVE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS

B

BD BOARD

BEV BEVELED

BFF BELOW FINISH FLOOR

BL BRICK LEDGE

BLDG BUILDING

BLKG BLOCK (ING)

BM BEAM

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C

C CHANNEL/CELSIUS

CAB CABINET

CB CERAMIC BASE

CCW COUNTER CLOCKWISE

CD CONSTRUCTION DOCUMENTS

ABBREVIATIONS

CEM CEMENT

CF CUBIC FEET OR FOOT

CG CORNER GUARD

CH CHANNEL

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CLKG CAULKING

CLO CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

CO CHANGE ORDER/CLEANOUT

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

CPPT CARPET TILE

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

CTB CARPET TILE BASE

CTR CENTER

D

D DEPTH

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING (S)

DWR DRAWER

DWTR DUMBWAITER

E

(E) EXISTING

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELVE ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

ENL ENLARGED

ABBREVIATIONS

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE TERPOLYMER

MEMBRANE

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

EWC ELECTRIC WATER COOLER

EXC EXCAVATE/EXCAVATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION/EXPOSED

EXT EXTERIOR

F

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 FINISHED FLOOR ELEVATION

FIN FINISH (ED)

FLR FLOOR (ING)

FLUOR FLUORESCENT

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FR FIRE RESISTANT/FRAME

FRP FIBERGLASS REINFORCED PANEL

FS FLOOR SINK

FT FOOR, FEET/FIRE TREATED

FTG FOOTING

FURN FURNISH

FUT FUTURE

G

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUE LAMINATED (BEAM)

GWB GYPSUM WALL BOARD

GYP BD GYPSUM

H

HB HOSE BIB

HC HANDICAP / HOLLOW CORE

ABBREVIATIONS

HD HEAVY DUTY

HDBD HARDBOARD

HDR HEADER

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AIRCONDITIONING

I

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

J

JAN JANITOR

JST JOIST

JT JOINT

K

KCJ KEYED CONSTRUCTION JOINT

KO KNOCK OUT

L

L LENGHT / ANGLE

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND

LF LINEAR FEET

LH LEFT HAND

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

MNTG MOUNTING

MO MASONRY OPENING

ABBREVIATIONS

MR MIRROR

MTL METAL

N

(N) NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED / OWNER INSTALLED

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OZ OUNCE

P

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PED PEDISTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLMG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PR PAIR / PROPOSAL REQUEST

PRCST PRECAST

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT / PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTICAL

PVC POLYVINYL CHOLORIDE

Q

QT QUARRY TILE

R

R RADIUS / RISER

RB RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECESSED

REF REFERENCE / REFRIGERATOR

ABBREVIATIONS

REINF REINFORC (D), (ING), (MENT)

REQ REQUIRE

REQD REQUIRED

RES RESILIENT FLOORING

RET RETURN

REV REVISION (S), REVISED

RFG ROOFING

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

S

S SOUTH

SB SPLASH BACK

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 SANIARY 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

T TREAD

T&B TOP & BOTTOM

T&G TOUNGE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TEMP TEMPORARY / TEMPERED

TER TERRAZZO

TFE TOP FOOTING ELEVATION

THD THREAD (ED) (S)

ABBREVIATIONS

THK THICKNESS

THRU THROUGH

TKBD TACKBOARD

TL TILE

TO TOP OF

TOB TOP OF BEAM

TOC TOP O F CONCRETE/CURB

TOD TOP OF DECK

TOF TOP OF FOOTING (FOUNDATION)

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PIER

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

U

UG UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V

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

W WEST/WIDTH

W/ WITH

W//O WITHOUT

WA WEDGE ACHOR

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

WRB WEATHER RESISTANT BARRIER

WSCT WAINSCOT

WT WEIGHT / WINDOW TREATMENT

WWF WELDED WIRE FABRIC

SHEET INDEX

01 - GENERAL

GI000 COVER SHEET

GI101 ACCESSIBILITY DETAILS

GI102 LIFE SAFETY CODE REVIEW

GI103 LIFE SAFETY PLAN - THIRD FLOOR

04 - STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S101 FLOOR FRAMING PLAN

S102 ROOF FRAMING PLAN

S501 STANDARD AND TYPICAL DETAILS

05 - ARCHITECTURAL DEMOLITION

AD101 DEMO - THIRD FLOOR

AD110 DEMO - REFLECTED CEILING PLAN - THIRD FLOOR

06 - ARCHITECTURAL

AE101 FLOOR PLAN - THIRD FLOOR

AE111 REFLECTED CEILING PLAN - THIRD FLOOR

AE450 INTERIOR ELEVATIONS

AE601 SCHEDULES & BUILDING DETAILS

AE801 FINISH PLAN - THIRD FLOOR

AE802 FINISH SCHEDULES AND FLOOR TRANSITION DETAILS

10 - MECHANICAL

M101 THIRD LEVEL MECHANICAL DEMOLITION PLAN

M201 SECOND LEVEL WASTE & VENT REMODEL PLAN

M202 THIRD LEVEL WASTE & VENT REMODEL PLAN

M301 SECOND LEVEL PIPING REMODEL PLAN

M302 THIRD LEVEL PIPING REMODEL PLAN

M401 THIRD LEVEL HVAC REMODEL PLAN

M402 CLEARSTORY HVAC PLAN & HVAC SECTIONS

M501 MECHANICAL DETAILS, SCHEDULES & SYMBOLS

M502 MECHANICAL DETAILS, SCHEDULES & SYMBOLS

SHEET INDEX

11 - ELECTRICAL

E101 THIRD LEVEL ELECTRICAL DEMOLITION PLAN

E201 THIRD LEVEL LIGHTING REMODEL PLAN

E301 THIRD LEVEL POWER REMODEL PLAN

E401 THIRD LEVEL SIGNAL REMODEL PLAN

E501 ELECTRICAL SCHEDULES & DETAILS

E601 ELECTRICAL SPECIFICATIONS

E701 ELECTRICAL DETAILS, SYMBOLS & ABBREVIATIONS

12 - FOOD SERVICE

FS0.0 FOOD SERVICE COVER PAGE

FS0.1 EQUIPMENT PLAN - DEMO

FS1.0 EQUIPMENT PLAN

FS1.1 EQUIPMENT PLAN

FS2.0 EQUIPMENT ELEVATIONS

FS2.1 EQUIPMENT ELEVATIONS

FS2.2 3D VIEWS

FS3.0 ELECTRICAL PLAN

FS4.0 PLUMBING PLAN

FS5.0 DETAILS

FS6.0 BUILDING WORKS PLAN

FS6.1 BUILDING WORKS PLAN

FS7.0 WALK IN DETAILS

FS7.1 RDT DETAILS

FS7.2 WALK IN DETAILS

TOTAL SHEET COUNT: 47

Revision# Description Date:

Figure 303.2 Vertical Change in Level

Figure 303.3 Beveled Change in Level

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 307.3 Post-Mounted Protruding Objects

Figure 403.5.1 Clear Width of an Accessible Route

Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates

Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates

Figure 404.2.3 Clear Width of Doorways

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

1/4 max

1/4

1/4 1/2

1/2 2

52 min m in

36 min 60 min

X

X

6 max

17-25 m in

11 min

9 min

8 min m in m in

25 max

(b) plan

(a) elevation

(b) plan

(a) elevation m ax m in

10 max

>10 - 24 max m ax m ax m ax

10 max m ax m ax

> 20 - 25 max20 max m ax

(a) (b) (b)(a) m ax m inX

4 max

X m in m ax

4 max (typ.)

X > 12

X > 12

4 max4 max

(a) (b)

36 min

32 min

32 min

36 min m ax m ax m in m in

18 min

X > 8

X > 8 X > 8

12 min m in m in m in m in m in m in

18 min 12 min*

36 min

42 min m in

(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

(d) hinge approach, pull side

24 min

22 min

12 min* m in m in

24 min

36 min

32 min

32 min32 min

90.

(a) forward

(b) parallel

Figure 703.2.5 Height of Raised

Characters

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 703.7.2.1 International Symbol of Accessibility m ax m in

AREA OF

REFUGE

18 min

18 min centered on tactile characters

AREA OF

REFUGE

m in

MEN not in pictogram field

5/

LIBRARY

.00

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

Figure 403.5.2 Clear Width at Turn m in m in

42 min42 min

X < 52 X < 52

36 min 36 min

(B) 180 degree turn

Option 2

(A) 180 degree turn

Option 1 m in

43 min43 min

X < 52

(C) 180 degree turn

Option 3

Sanitary Napkin Disposal

Sanitary Napkin Dispenser m ax

Soap Dispenser

Paper Towel Dispenser

T .O

. d is p en se r

O P

G m ax

Baby Changing Station to B

.O m in to h ig h es t p ar t m ax

LINE OF WALL

Coat/Robe Hook

4' -0

A

C C

5' -4

T

Y P

Mirror Height to g la ss

Fire Extinguisher Cabinet to b as e o f ca b in et m ax

Fire Extinguisher m ax

Hand Dryer

Trash Receptical m ax w o rk s u rf ac e o f w o rk s u rf ac e

T .O

. o p er ab le p o rt io n m ax

Toilet Seat Cover Dispenser

Sharps Disposal

Figure 302.3 Elongated Openings in Floor or

Ground Surfaces d ir ec ti o n o f tr av el lo n g d im d o m in an t p er p in d ic u la r to

1/2" max dominant direction of travel

S T

A N

D A

R D

M O

U N

T

IN

G H

E

IG

H T

S

Figure 304.3.1.2 Circular Turning Space - Existing

Buildings Size and Overlap

Overlap of knee and toe clearnce

6.

2.

m ax

P er ø 5'-0" min

Figure 304.3.2.2 T-Shaped Turning Space - Existing

Buildings Size and Overlap ar m ar m base

60" min min

12" min

36" min

12" m in36 m in m in

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:

WEST PLAINS ENGINEERING, INC.

1750 RAND RD

RAPID CITY, SD 57702

Phone: 605-348-7455

STUCTURAL:

ALBERTSON ENGINEERING INC.

3202 W MAIN ST SUITE C

RAPID CITY, SD 57702

Phone: 605-343-9606

FOOD SERVICE:

HC DESIGN

614 FERGUSON AVE STE 11

BOZEMAN, MT 59718

Phone: 406-522-59719

C

S G

A R e v it L o c a l\

V A

H o t S p ri n g s U p g ra d e

N F

S B ld g d a rr in tJ

Y L .r v t

/1

/2

:1

:3

A

M

GI101

ACCESSIBILITY DETAILS

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

UPGRADE NUTRITION AND FOOD

SERVICE DESIGN

Hot Springs, SD

6-13-2023 TRS DT / GV

PERMIT / BID SET

SGA #211916

VA #568A4-22-205

PROJECT INFORMATION:

1. CONSTRUCTION PURPOSE: RENOVATION

2. REASON FOR SUBMITTAL: RENOVATION

3. I CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE THE SUBMITTED PLANS FOR THE

ABOVE-REFERENCED PROJECT COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:

NFPA 101-18 (AND ALL REFERENCED DOCUMENTS)

2018 INTERNATIONAL MECHANICAL CODE (IMC)

2015 UNIFORM PLUMBING CODE (UPC)

2017 NATIONAL ELECTRICAL CODE (NFPA-70)

2018 LIFE SAFETY CODE (NFPA-101)

2015 ABA ACCESSIBILITY STANDARDS

BARRIER FREE DESIGN

2018 IBC WITH LOCAL AMENDMENTS

ASHRAE STANDARD 90.1 (2007)

ASHRAE 62.1 (2007)

4. LOCATION OF ANY ANTICIPATED FUTURE ADDITIONS: UNKNOWN

5. OWNER:

DEPARTMENT OF VETERANS AFFAIRS

OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

500 NORTH 5TH STREET

HOT SPRINGS, SD 57747

6. DESIGN TEAM:

STONE GROUP ARCHITECTS - 605-271-1144

600 E 7TH STREET - SIOUX FALLS, SD 57103

CONTACT: GARRY BLACK - GARRYB@STONEGROUPARCH.COM

ALBERTSON ENGINEERDING - 651-343-9606

3202 W MAIN ST, SUITE C - RAPID CITY, SD 57702

CONTACT: JUSTIN KEPLER (STRUCTURAL) - JUSTIN@ALBERTSONENGINEERING.COM

WEST PLAINS ENGINEERING - 605-348-7455

1750 RAND ROAD - RAPID CITY, SD 57702

CONTACT:

MATT VONHADEN (ELECTRICAL) - MATT.VONHADEN@WESTPLAINSENGINEERING.COM

DAVE RIEMENSCHNEIDER (MECHANICAL) -

DAVE.RIEMENSCHNEIDER@WESTPLAINSENGINEERING.COM

HC DESIGN (FOODSERVICE) - 406-522-7700

614 FERGUSON AVE SUITE 1 - BOZEMAN, MT 59718

CONTACT: MICHAEL MILES - MICHAEL@HC.DESIGN

7. ARCHITECTS SEAL: SEE STAMP AT BOTTOM

8. FIRE SERVICE: HOT SPRINGS FIRE DEPARTMENT

9. INSPECTION: VISN SAFETY OFFICER

10. OCCUPANCY GROUP TYPE: A-2 ASSEMBLY

- RESTAURANTS, CAFETERIAS AND SIMILAR DINING FACILITIES

(INCLUDING ASSOCIATED COMMERCIAL KITCHENS)

11. CONSTRUCTION TYPE: TYPE V (111) FULLY SPRINKLERED

HISTORIC BUILDING: YES

A. ALLOWABLE AREA PER FLOOR: NO CHANGE

B. BUILDING HEIGHT: NO CHANGE

STORIES: 3

12. ACTIVE FIRE SAFETY SYSTEMS

(a) SMOKE DETECTORS THROUGHOUT

(b) EMERGENCY LIGHTING

(c) BATTERY POWERED EXIT LIGHTING

(d) HOOD SUPPRESSION SYSTEM

(e) PORTABLE EXTINGUISHERS

(f) AUTOMATIC AIR-HANDLING SHUT-DOWN

(g) FIRE ALARM SYSTEM

13. WATER SUPPLY: NATURAL SPRING

14. SEWAGE TREATMENT: CITY OF HOT SPRINGS

15. HANDICAP PROVISIONS: ACCESSIBLE ROUTE

LAVATORIES AND SIGNAGE

16. OCCUPATIONAL LOAD:

KITCHENS, COMMERCIAL: 200 GSF/OCC

STORAGE & MECHANICAL EQUIP. RMS: 300 GSF/OCC

ASSEMBLY WITHOUT FIXED SEATS: 15 NSF/OCC

EGRESS CAPACITY:

STAIRWAY: .3 IN./PERSON

DOOR: .2 IN./PERSON

CODE INFORMATION

• 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)

• 2018 NFPA 101 LIFE SAFETY CODE

• 2018 IBC

• 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)

• VA FIRE PROTECTION DESIGN MANUAL

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:

1. CONTRACTOR IS NOT AUTHORIZED TO SCALE

CONSTRUCTION DOCUMENTS. ARCHITECT IS TO BE

NOTIFIED IN THE EVENT A DISCREPANCY IS FOUND IN

EITHER SPECIFICATIONS OR CONTRACT DOCUMENTS AT THE

EARLIEST PRACTICAL OPPORTUNITY.

2. GENERAL CONTRACTOR SHALL OBSERVE ALL REGULATIONS

IMPOSED BY GOVERNING BODIES.

3. CONSTRUCTION SHALL PROCEED IN AN ORDERLY AND

CONTINUOUS FASHION IN ACCORDANCE WITH THE

INTERNATIONAL BUILDING CODES AND ALL OTHER

APPLICABLE CODES.

4. THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION

ACTIVITY, INCLUDING STORAGE OF MATERIAL AND

EQUIPMENT, WITHIN THE CONSTRUCTION LIMITS, AT ALL

TIMES BEING RESPONSIBLE FOR AND ABIDING BY RULES

AND REGULATIONS OF THE OWNER.

5. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR

REPAIRING ANY AND ALL SURFACES DAMAGED BY HIMSELF

OR SUBCONTRACTORS UNDER HIS CONTROL. REPAIRS ARE

TO MATCH EXISTING MATERIALS AND MUST BE ACCEPTABLE

TO OWNER.

6. ADEQUATELY PATCH/REPAIR TO MATCH ADJACENT

CONSTRUCTION, ALL BUILDING STRUCTURES,

COMPONENTS, AND UTILITIES WHICH ARE DISTURBED AND

REQUIRE REPAIR AS A RESULT OF WORK PERFORMED

UNDER THIS CONTRACT.

7. ALL FLOOR TRANSITIONS BETWEEN DIFFERENT MATERIALS

SHALL BE SMOOTH AND FLUSH (MAXIMUM SLOPE = 1/8" PER

FOOT).

8. GENERAL CONTRACTOR SHALL REMOVE ALL

CONSTRUCTION DEBRIS FROM JOBSITE. ALL

CONSTRUCTION DEBRIS SHALL BE CONTAINED INSIDE

CONSTRUCTION LIMITS.

9. ALL WALLS WITH ITEMS SUCH AS GRAB BARS, TOILET

ACCESSORIES, WOOD TRIM, SHELVING, CASEWORK, ETC.

SHALL BE REINFORCED WITH CONCEALED, FIRE TREATED

WOOD BLOCKING OR METAL STUD BLOCKING. (GENERAL

CONTRACTOR TO INSTALL BLOCKING TYP.)

10. BUILDING 2 WILL REMAIN OCCUPIED THROUGHOUT THE

CONSTRUCTION PERIOD. THE CONTRACTOR SHALL TAKE

EVERY NECESSARY PRECAUTION TO ENSURE THE

UNINTERRUPTED OPERATION OF THE FACILITY, STAFF,

PATIENTS AND VISITORS. DISRUPTION TO ADJACENT

DEPARTMENTS AS WELL AS DEPARTMENTS ON FLOORS

ABOVE OR BELOW SHALL BE COORDINATED WITH THE

FACILITY CONTRACT OFFICER. THE CONTRACTOR SHALL

COORDINATE ALL WORK, CONSTRUCTION, PATHWAYS,

ELEVATOR USAGE, AND UTILITY INTERRUPTION WITH THE

OWNER.

11. CONTRACTOR TO EXERCISE ALL PRECAUTIONS TO PROVIDE

FOR STAFF, PATIENTS, VISITORS, AND WORKMEN'S SAFETY

DURING THE PERFORMANCE OF THIS CONTRACT PER EPA,

OSHA, AND OTHER APPLICABLE CODES, STANDARDS, AND

REGULATIONS.

12. THE CONTRACTOR SHALL MAINTAIN & KEEP BARRIER FREE

THE EXISTING MEANS OF EGRESS.

13. ALL GYPSUM BOARD TO BE MOISTURE/MOLD RESISTANT

TYPE X.

14. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF

TEMPORARY PARTITIONS AND TEMPORARY VENTILATION

SYSTEMS AS REQUIRED TO PREVENT THE SPREAD OF DUST

FROM THE CONSTRUCTION AREA TO OCCUPIED AREAS OF

THE BUILDING. OCCUPIED AREAS SHALL REMAIN DUST FREE

THROUGHOUT THE CONSTRUCTION. THE CONTRACTOR

SHALL MAINTAIN THE AFFECTED AREAS OF THE BUILDING

(INCLUDING MATERIAL TRANSPORT ROUTES) CLEAN AND

DUST FREE.

15. ALL WOOD USED IN WALL CONSTRUCTION SHALL BE FIRE-

RETARDANT-TREATED LUMBER.

16. ALL WRITTEN CORRESPONDENCE WILL BE TRANSMITTED

FROM SUBCONTRACTOR THROUGH GENERAL CONTRACTOR

THROUGH ARCHITECT TO OWNER. ALL PARTIES

CORRESPONDENCE ARE TO RECEIVE WRITTEN AND SIGNED

COPIES OF SUCH. NO VERBAL AGREEMENTS AFFECTING

COST OR ALTERNATIVE CONSTRUCTION METHODS AND

ARRANGEMENTS WILL BE CONSIDERED VALID OR BINDING,

AND ARE THEREFORE, DISALLOWED.

17. GENERAL CONTRACTOR SHALL COMPLY WITH ALL

DIRECTIVES OF THE OWNER. IF CONFLICTS BETWEEN

DRAWINGS, SPECIFICATIONS AND REQUIREMENTS OF

BUILDING OWNER AND/OR OPERATORS ARISE, THEY SHALL

BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

IMMEDIATELY.

18. THE HVAC, PLUMBING AND ELECTRICAL CONTRACTORS

SHALL COORDINATE THEIR WORK WITH THE WORK OF

OTHER TRADES TO ASSURE THAT THE WORK CAN BE

INSTALLED IN A WORKMAN-LIKE MANNER. EACH

CONTRACTOR SHALL BE EXPECTED TO COOPERATE WITH

OTHER CONTRACTORS IN THE PLACEMENT OF WORK TO

AVOID CONFLICTS AND MAINTAIN JOB PROGRESS.

19. IT IS THE INTENT OF THESE DRAWINGS THAT A COMPLETE

JOB IS TO BE ACCOMPLISHED IN PREPARING THE BID. THE

BIDDER SHALL MAKE ALLOWANCES FOR DETAILS WHICH

MIGHT HAVE BEEN INADVERTENTLY OMITTED FROM THE

DRAWINGS.

20. ALL EXISTING DUCTWORK, ELECTRICAL OR PIPING IS NOT

NECESSARILY SHOWN ON THE DRAWINGS.

21. BEFORE CONTRACTOR(S) BID THE JOB, IT IS IMPERATIVE

THEY VISIT THE JOBSITE AND FIELD VERIFY THE EXACT

LOCATION OF ALL EXISTING EQUIPMENT, DUCTWORK, ETC. IT

WILL BE PART OF THE CONTRACTOR'S RESPONSIBILITY TO

DESIGN AND RELOCATE ANY EXISTING OBSTACLES WHICH

WILL INTERFERE WITH THE CONTRACTOR'S ABILITY TO

INSTALL ALL NEW OR RELOCATED WORK ON HIS CONTRACT.

1. ALL EXISTING DUCTWORK, ELECTRICAL OR PIPING IS NOT NECESSARILY SHOWN ON THE

DRAWINGS.

2. BEFORE CONTRACTOR(S) BID THE JOB, IT IS IMPERATIVE THEY VISIT THE JOBSITE AND FIELD

VERIFY THE EXACT LOCATION OF ALL EXISTING EQUIPMENT, DUCTWORK, ETC. IT WILL BE

PART OF THE CONTRACTOR'S RESPONSIBILITY AND COST TO ENGINEER AND RELOCATE ANY

EXISTING OBSTACLES WHICH WILL INTERFERE WITH THE CONTRACTOR'S ABILITY TO INSTALL

ALL NEW OR RELOCATED WORK ON HIS CONTRACT.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY PROJECT ARCHITECT OF

ALL DISCREPANCIES IF ANY, FOUND PRIOR TO PLACEMENT OF ANY COMPONENTS

4. THE CONTRACTOR WILL TAKE ALL NECESSARY PRECAUTIONS INCLUDING THE BUILDING AND

MAINTENANCE OF DUST TIGHT PARTITIONS, DAILY VACUUMING, SWEEPING, AND PROVISION

OF CLEAN FLOOR MATS AT THE PROJECT ENTRANCES, TO PREVENT THE INFILTRATION OF

DIRT AND DUST FROM THE CONSTRUCTION AREAS INTO THE OWNER OCCUPIED AREAS.

5. PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED SURFACES

HAVE BEEN EXPOSED BY DEMOLITION. PATCHING MUST MATCH ADJACENT MATERIALS,

COLORS, AND FINISHES. WALL SURFACES THAT ARE PATCHED SHALL HAVE THE FINISHES

(PAINT, VINYL WALL COVERING, ETC.) REPLACED FROM CORNER TO CORNER AND FLOOR TO

CEILING.

6. UNLESS OTHERWISE INDICATED FINISH ALL NEW FRAMES AND PARTITIONS TO MATCH

SURROUNDING. NEW HOLLOW METAL DOORS SHALL BE PAINTED SAME COLOR AS FRAMES.

7. PAINT ALL EXPOSED NEW AND EXISTING PIPING, CONDUIT, WIRE MOLD, ELECTRICAL PANELS, ACCESS PANELS, ETC.,TO MATCH WALL FINISH UNLESS OTHERWISE NOTED.

8. CORRIDOR WALLS AND PLUMBING PARTITIONS SHALL BE CONSIDERED 1 HOUR FIRE RATED

WALLS AND NEW OR EXISTING PENETRATIONS MUST BE SEALED ACCORDINGLY WITH

APPROVED FIRESTOPPING MATERIAL THE SAME DAY THE PENETRATION IS MADE OR

DISCOVERED. ALL FLOOR SLABS, VERTICAL SHAFTS AND STAIRWELLS SHALL BE CONSIDERED

2 HOUR RATED PARTITIONS AND BE SEALED ACCORDINGLY IN THE MANNER LISTED HEREIN.

PENETRATIONS THROUGH THE EXTERIOR WALLS SHALL BE SEALED WATERTIGHT.

9. ALL NEW VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUITS, ETC.,IN FINISHED ROOMS OR

AREAS THROUGHOUT BUILDING, NOT ENCASED IN MASONRY OR CONCRETE CONSTRUCTION,

SHALL BE FURRED IN, THE FURRING FINISHED TO MATCH THE ROOM FINISH.

10. WHENEVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE REMOVED, SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC., UNLESS

NOTED OTHERWISE. AFTER REMOVAL; FLOORS, WALLS, AND CEILINGS SHALL BE FINISHED TO

MATCH ADJOINING SURFACES.

11. UTILITY WORK THAT WILL REQUIRE A SHUTDOWN OF EXISTING SERVICE(S) WILL BE DONE

AFTER NORMAL WORKING HOURS (NIGHTS, WEEKENDS, HOLIDAYS, ETC.) AT NO ADDITIONAL

COST TO THE GOVERNMENT. WORK MUST BE SCHEDULED WITH THE COR.

12. WORK THAT MUST OCCUR IN OCCUPIED AREAS, SUCH AS PUBLIC CORRIDORS, OF THE

MEDICAL CENTER OR DISRUPT A MEDICAL CENTER FUNCTION WILL BE DONE AT TIMES OTHER

THAN NORMAL WORKING HOURS (NIGHTS, WEEKENDS, HOLIDAYS, ETC.) AT NO ADDITIONAL

COST TO THE GOVERNMENT. WORK MUST BE SCHEDULED WITH THE V.A. PROJECT ENGINEER.

13. ALL ELECTRICAL CIRCUITRY TO BE CONCEALED UNLESS OTHERWISE SPECIFIED. CIRCUITING

FOR ELECTRIC DOOR HOLD OPENS IN MASONRY WALLS SHALL BE SURFACE RACEWAY.

14. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS TO ELIMINATE

CONFLICTS AND/OR INTERFERENCES. THE CONTRACTOR SHALL PROVIDE ALL OFFSETS,

FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE AND FUNCTIONAL

SYSTEM.

15. DRAWINGS ARE DIAGRAMMATIC AND SHOW ONLY THE GENERAL ARRANGEMENT OF EACH

SYSTEM. BECAUSE OF SMALL SCALE OF DRAWINGS IT IS NOT POSSIBLE TO SHOW OR

INDICATE ALL BRANCHES, OFFSETS, FITTINGS, BOXES, AND ACCESSORIES WHICH MAY BE

REQUIRED. CONTRACTOR MUST CAREFULLY INVESTIGATE STRUCTURAL AND FINISH

CONDITIONS AFFECTING ALL WORK, FURNISHING SUCH FITTINGS, TRAPS, VALVES, BOXES,

ACCESSORIES, ETC., AS MAY BE REQUIRED.

16. LOCATIONS OF NEW EQUIPMENT, PIPING, AND ASSOCIATED ITEMS SHOWN ON THE DRAWINGS

ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND

ELEVATION FOR ALL WORK, INCLUDING CONNECTIONS TO EXISTING WORK. ALL OFFSETS,

FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE AND FUNCTIONAL

SYSTEM SHALL BE PROVIDED AT NO ADDITIONAL COST.

17. ALL EXISTING DUCTWORK, ELECTRICAL OR MECHANICAL PIPING, CABLE TRAYS, ETC., IS NOT

NECESSARILY SHOWN ON THE DRAWINGS. BEFORE CONTRACTOR PLACES A BID IT IS

IMPERATIVE THEY VISIT THE JOBSITE AND FIELD VERIFY THE EXACT LOCATION OF ALL

EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC. IT WILL BE PART OF THE CONTRACTOR'S

RESPONSIBILITY AND THE CONTRACTOR WILL BEAR THE COST TO ENGINEER AND RELOCATE

ANY EXISTING OBSTACLES WHICH WILL INTERFERE WITH THE CONTRACTOR'S ABILITY TO

INSTALL ALL NEW OR RELOCATED WORK IN THIS PROJECT.

18. CONTRACTOR SHALL NOT INSTALL CONDUIT, PIPING, LIGHTING, OR OTHER OBSTRUCTIONS

UNDER OR ADJACENT TO HVAC EQUIPMENT THAT WILL ELIMINATE OR OBSTRUCT ACCESS TO

COILS, MOTORS, VALVES, SWITCHES, PANELS, ETC.

19. BEFORE THE CONTRACTOR BEGINS WORK HE SHALL RECORD ANY EXISTING SYSTEM

INFORMATION SUCH AS TEMPERATURE, FLOW RATE, PRESSURE, CURRENT, VOLATAGE, OR

ANY OTHER INFORMATION NECESSARY FOR HIM TO RETURN THE AFFECTED SYSTEM TO

ORIGINAL OPERATING CONDITION. UNLESS NOTED OTHERWISE IT IS ASSUMED THAT ALL

SYSTEMS ( HVAC, ELECTRICAL, PLUMBING, ETC.) ARE WORKING PROPERLY IN EVERY MANNER

AT THE BEGINNING OF THE PROJECT. THE CONTRACTOR'S RECORDED MEASUREMENTS MUST

BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW AND ACCEPTANCE BEFORE ANY

DEMOLITION OR OTHER RELATED WORK CAN PROCEED.

20. FOR DOORS BEING REPLACED: IF THE EXISTING DOOR HAS SIGNAGE APPLIED TO IT, THIS

SIGNAGE SHOULD BE CAREFULLY REMOVED AND REAPPLIED TO THE NEW DOOR. IF THE

SIGNAGE IS DAMAGED DURING REMOVAL OR CANNOT OTHERWISE BE REAPPLIED IT SHOULD

BE REPLACED WITH NEW SIGNAGE OF IDENTICAL TYPE.

21. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING ACCESS DOORS TO

CONSTRUCTION AREAS, EXISTING MECHANICAL AND ELECTRICAL AREAS, ASSIGNED STORAGE

AREAS, EQUIPMENT ACCESS AREAS, ETC. DOORS MUST BE RESTORED TO THE CONDITION

ENCOUNTERED AT BEGINNING OF PROJECT. THIS INCLUDES DOOR REPLACEMENT,

HARDWARE REPLACEMENT, HARDWARE REPAIR, DOOR REPAIR, ETC.

22. IT IS IMPORTANT THAT ALL REPLACEMENT DOORS HAVE A GAP OF LESS THAN 3/4" BETWEEN

THE BOTTOM OF THE DOOR AND THE FLOOR AT ALL POINTS. CONTRACTOR MUST

COORDINATE INSTALLED DOOR FRAME HEIGHT OR MAKE OTHER NECESSARY MODIFICATIONS0

TO MEET THIS REQUIREMENT AND KEEP FIRE RATING OF DOOR AND FRAME. BOTTOM

SWEEPS ARE NOT ACCEPTABLE UNLESS SPECIFICALLY STATED ON DRAWING.

23. IF THERE IS ANY WORK TO BE DONE ON EXISTING ROOFS, SUCH AS ROOF PENETRATIONS OR

STANDS, OR ANYTHING THAT DAMAGES THE INTEGRITY OF THE ROOF, THIS WORK MUST BE

DONE BY A CONTRACTOR LICENSED BY THE ROOFING MEMBRANE MANUFACTURER. HE MUST

BE APPROVED BY THE MEMBRANE MANUFACTURER SO AS TO NOT VOID OR INTERRUPT

EXISTING SINGLE PLY MEMBRANE ROOF WARRANTIES.

24. EXISTING CIRCUITRY (CONDUIT, BOXES, WIRE, ETC.) MAY BE REUSED AT THE CONTRACTOR'S

OPTION AS LONG AS IT MEETS THE SAME SPECIFICATIONS REQUIRED FOR NEW CIRCUITRY.

ALL WORK, NEW AND EXISTING, SHALL COMPLY WITH THE LATEST NEC CODE.

25. WHERE DOOR AND HARDWARE ARE SHOWN TO BE REMOVED, THE DOOR STOPS ARE TO

REMAIN AND BE REUSED UNLESS NOTED OTHERWISE.

CONTRACTOR GENERAL NOTESPROJECT GENERAL NOTES

BUILDING CODES, GUIDE AND MANUALS

• 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)

• 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 13834

• 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.

• ENERGY POLICY ACT OF 2005 (EPACT)

PLUMBING WATER LAVATORIES SHOWER DRINKING SERVICE

FIXTURES FOUNTAINS SINKS

RESIDENTIAL 1 PER 25 1 PER 40 1 PER 100 1 SINK

(FIRST 50) (FIRST 80)

TOTAL REQUIRED N/A N/A N/A N/A 1 SINKS

TOTAL PROVIDED N/A N/A N/A N/A 1 SINKS

ARRANGEMENT OF MEANS OF EGRESS

LARGE RESIDENTIAL BOARD AND CARE - FULLY SPRINKLERED

TRAVEL DISTANCE

WITHIN ROOM TO CORRIDOR (NFPA 101 33.3.2.6.2) 125 FT

CORRIDOR DOOR TO EXIT (NFPA 101 33.3.2.6.3.1) 100 FT

COMMON PATH OF TRAVEL (NFPA 101 33.3.2.5.3) 160 FT

DEAD END (NFPA 101 33.3.2.5.4) 50 FT

MISCELLANEOUS

YES NO

FIRE RESISTIVE CORRIDORS

SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)

INCIDENTAL USE AREA RATINGS SEE PLANS

INTERIOR FINISHES CLASSIFICATION EXITS A

EXIT ACCESS CORRDORS A

OTHER SPACES B

FIRE-RESISTANCE REQUIREMENTS: CONSTRUCTION TYPE V (111)

STRUCTURAL FRAME:

COLUMNS: EXISTING / 1HR NFPA - A.8.2.1.2

GIRDERS: EXISTING / 1HR NFPA - A.8.2.1.2

TRUSSES: EXISTING / 1HR NFPA - A.8.2.1.2

BEARING WALLS:

EXTERIOR BEARING WALLS: EXISTING / 1 HR NFPA - A.8.2.1.2

BEARING WALLS INTERIOR: EXISTING / 1 HR NFPA - A.8.2.1.2

NON-BEARING WALLS:

EXTERIOR NON-BEARING WALLS: 0 HR NFPA - A.8.2.1.2

INTERIOR NON-BEARING WALLS: SEE LIFE PLANS

FLOOR CONSTRUCTION:

FLOOR AND FLOOR/CEILING: EXISTING / 1HR NFPA - A.8.2.1.2

PRIME & SEC. BEAMS & JOISTS: EXISTING / 0HR NFPA - A.8.2.1.2

ROOF CONSTRUCTION:

ROOF AND ROOF/CEILING: EXISTING / 1HR NFPA - A.8.2.1.2

PRIME & SEC. BEAMS & JOISTS: EXISTING / 0HR NFPA - A.8.2.1.2

OTHER:

SHAFTS & EXIT PASSAGEWAYS: 1HR NFPA - 33.2.3.1.3, 8.6.5

ELEVATOR (ACCESSIBLE EGRESS) 2HR NFPA - 7.2.12.2.4, 7.2.3.3

EXTERIOR DOORS & WINDOWS: 0 HR

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:

WEST PLAINS ENGINEERING, INC.

1750 RAND RD

RAPID CITY, SD 57702

Phone: 605-348-7455

STUCTURAL:

ALBERTSON ENGINEERING INC.

3202 W MAIN ST SUITE C

RAPID CITY, SD 57702

Phone: 605-343-9606

FOOD SERVICE:

HC DESIGN

614 FERGUSON AVE STE 11

BOZEMAN, MT 59718

Phone: 406-522-59719

C

S G

A R e v it L o c a l\

V A

H o t S p ri n g s U p g ra d e

N F

S B ld g d a rr in tJ

Y L .r v t

/1

/2

:1

:3

A

M

GI102

LIFE SAFETY CODE REVIEW

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

UPGRADE NUTRITION AND FOOD

SERVICE DESIGN

Hot Springs, SD

6-13-2023 TRS DT / GV

PERMIT / BID SET

SGA #211916

VA #568A4-22-205

UP

UP

UP

UP

UP

CODE PLAN LEGEND

0.0"

0.0"

OCCUPANTS

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

RATED WALL KEY

1-HOUR WALL

2-HOUR WALL

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. PROVIDE AND INSTALL SMOKE SEALS ON ALL RATED DOORS.

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

GENERAL CODE PLAN NOTES:

PREP AREA

WALK-IN

FREEZER

KITCHEN

OFFICE

WAREWASHING

PASSAGE

EXISTING

WALK IN

COOLER

DRY GOODS

CART WASH

AREA

MECHANICAL

SERVING AREA

50'- 0"

50'-0"

50'-0"

50'-0"

'-0

1.10A

1.10A

LE

N

G T

H O

F T

R A

V E

L: 7 3' -8"

LE

N

G T

H O

F T

R A

V E

L:

8' -8

1.10A

1.10

1.10

1.6"

34.0"

1.4"

34.0"

8.4"

82.0"

8.4"

82.0"

8.4"

82.0"

TRAY RETURN

CARTS

BEVERAGES

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:

WEST PLAINS ENGINEERING, INC.

1750 RAND RD

RAPID CITY, SD 57702

Phone: 605-348-7455

STUCTURAL:

ALBERTSON ENGINEERING INC.

3202 W MAIN ST SUITE C

RAPID CITY, SD 57702

Phone: 605-343-9606

FOOD SERVICE:

HC DESIGN

614 FERGUSON AVE STE 11

BOZEMAN, MT 59718

Phone: 406-522-59719

C

S G

A R e v it L o c a l\

V A

H o t S p ri n g s U p g ra d e

N F

S B ld g d a rr in tJ

Y L .r v t

/1

/2

:1

:4

A

M

GI103

LIFE SAFETY PLAN - THIRD FLOOR

Stone Group Architects

600 E 7th Street

Sioux Falls, SD 57103

605-271-1144

UPGRADE NUTRITION AND FOOD

SERVICE DESIGN

Hot Springs, SD

6-13-2023 TRS DT / GV

PERMIT / BID SET

SGA #211916

VA #568A4-22-205

KEYNOTES_SGA

Key Value Keynote Text

1.10 EXISTING FIRE EXTINGUISHER

1.10A EXISTING FIRE EXTINGUISHER RELOCATED. PROVIDE BLOCKING IN WALL FOR MOUNTING.

1/4" = 1'-0" F3

CODE PLAN - THIRD LEVEL

NORTH

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 SHEETS

SYMBOLS LEGEND

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)

DETAIL BUBBLE

INDICATOR

DETAIL/SECTION/PLAN

BLOCK TITLE INDICATOR

EXT ELEVATION

INDICATOR

COLUMN

INDICATOR(S)

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

FOOTING/PIER

IDENTIFIER

STEP

INDICATOR

HOLDOWN

INDICATOR

BEAM

INDICATOR(S)

MOMENT

INDICATOR

DECK INDICATOR

SHEAR WALL

INDICATOR

LINTEL

INDICATOR

RAFTER

INDICATOR

ASTERISK

INDICATOR

SLOPE

INDICATOR

WORK POINT

INDICATOR

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

HOLDOWN

(BLOCKOUT)

STONE/

ROCK WALL

C1

Hx

XXX' - XX"

TOx

NTRUE

NORTH

CONT

MC-x

-xx"

/REF - ---

/REF - ---

INSULATED

PRECAST WALL

SW

-x

SOLID PRECAST

WALL

CONCRETE PROPERTIES

LOCATION

28 DAY

COMPRESSIVE

STRENGTH

ENTRAINED

AIR

SLUMP

MAX W/C

RATIO

FOOTINGS

INTERIOR SLABS

FND WALLS & ALL

OTHER CONC

EXTERIOR SLABS

3,500 PSI

4,500 PSI

4,000 PSI

5,000 PSI

4.0% - 6.0%

5.0% - 7.0%

≤ 3.0%

5.0% - 7.0%

5" +/- 1"

4"+/- 1"

3" +/- 1"

3" +/ - 1"

0.55

0.45

0.5

0.40

MOST COMMONLY USED STRUCTURAL ABBREVIATIONS

SYMBOLS USED AS ABBREVIATIONS:

& AND

L ANGLE

LL DOUBLE ANGLE

@ AT

CL ℄ CENTER LINE

// PARALLEL

d PENNY (NAIL)

┴ PERPENDICULAR

PL PLATE

# POUND OR NUMBER

Ø ROUND OR DIAMETER

ABBREVIATIONS:

(A)--------------------

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT/ROD

ABV ABOVE

ADDL ADDITIONAL

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT,

ADJOINING

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHR ANCHOR, ANCHORAGE

ALT ALTERNATE

APPROX APPROXIMATE

**AR ANCHOR ROD

ARCH ARCHITECT (URAL)

(B)---------------------

BEV BEVELED

BFF BELOW FINISH FLOOR

**BL BRICK LEDGE

BLDG BUILDING

BLW BELOW

**BLK 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

BU BUILT-UP

(C)---------------------

C CHANNEL

CAM*(C=) CAMBER

CB CARRIAGE BOLT

CU FT CUBIC FEET OR FOOT

CHFR CHAMFER

CIP CAST-IN-PLACE

**CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT (ION)

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CTR CENTER

CU CUBIC

CU YD CUBIC YARD

(D)---------------------

D DEEP, DEPTH, PENNY (NAIL)

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL, DIAGRAM

DIM DIMENSION

DIR DIRECTION

DIV DIVIDE, DIVISION

**DKG DECKING

DL DEAD LOAD

DOUG FIR DOUGLAS FIR

DR DRAIN

DT DRAIN TILE

DWG DRAWING (S)

(E)---------------------

**(E) EXISTING (SEE EXIST)

EA EACH

**EAB EPOXY ANCHOR BOLT

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

**EMB EMBED (ED)

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR, EXTERNAL

(F)---------------------

FD FLOOR DRAIN

**FND FOUNDATION

FF EL FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLG FLANGE

FLR FILLER, FLOOR (ING)

**FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

**FOW FACE OF WALL

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FRMG FRAMING

FUT FUTURE

**FV FIELD VERIFY

(G)---------------------

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

**GL GLUE LAMINATED (BEAM)

GLU LAM GLUE LAMINATED (BEAM)

GR BM GRADE BEAM

GRTG GRATING

GYP GYPSUM

GYP BD GYPSUM BOARD

(H)---------------------

H HIGH

**HAB HEADED ANCHOR BOLT

**HAS HEADED ANCHOR STUD

HC HOLLOW CORE

HDR HEADER

HGR HANGER

HORIZ HORIZONTAL

HS HIGH STRENGTH

**HSB HIGH STRENGTH BOLT

**HSS HOLLOW STRUCTURAL SHAPE

HT HEIGHT

(I)---------------------

ID INSIDE DIAMETER

INCL INCLUDE (D), INCLUDING

INFO INFORMATION

INSUL INSULATE (D), INSULATION

INT INTERIOR

INV EL INVERT ELEVATION

(J)---------------------

**JST JOIST

**JT JOINT

(K)---------------------

K THOUSAND (KIP)

**KCJ KEYED CONSTRUCTION JOINT

KIP THOUSAND POUND

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

(L)---------------------

L ANGLE

LAM LAMINATE (ED)

**LB POUND

LF LINEAR FEET

**LGR LEDGER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

**LSL LAMINATED STRAND LUMBER

LT WT LIGHTWEIGHT

**LVL LAMINATED VENEER LUMBER

LVR LOUVER

(M)---------------------

MACH MACHINE

MB MACHINE BOLT

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

**MC MISCELLANEOUS CHANNEL

MECH MECHANICAL

MEZZ MEZZANINE

MFD MANUFACTURED

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

(N)---------------------

**(N) NEW

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

(O)---------------------

OC ON CENTER

OD OUTSIDE DIAMETER

OH DR OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

**OSB ORIENTED STRAND BOARD

**OVS OVERSIZED

(P)---------------------

**PAF POWDER ACTUATED

FASTENER

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR, PIPE RAIL

PRCST PRECAST CONCRETE

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

**PSL PARALLEL STRAND LUMBER

PT POST TENSION (ED),

PRESSURE TREATED

PVC POLYVINYL CHLORIDE

(R)---------------------

R RADIUS/RISE (R)

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

REINF REINFORCE (D), (ING)

REQ REQUIRE

REQD REQUIRED

REV REVISION (S), REVISED

RO ROUGH OPENING

RS ROUGH SAWN

RVS REVERSE (SIDE)

(S)---------------------

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

**SL SNOW LOAD

SLNT SEALANT

SLV SLEEVE

**SOG SLAB-ON-GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

**SSL SHORT SLOTTED (HOLE)

**SSLT SHORT SLOTTED (HOLE)

TRANSVERSE

SST STAINLESS STEEL

STD STANDARD

STIF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

**SW SHEAR WALL

SYMM SYMMETRY, SYMMETRICAL

(T)---------------------

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

**TBD TO BE DETERMINED

THD THREAD (ED) (S)

THK THICKNESS

THRU THROUGH

**TL TOTAL LOAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PIER

TO PAR TOP OF PARAPET

TOS TOP OF STEEL, SLAB

TO SHTHG TOP OF SHEATHING

TO SUB FL TOP OF SUBFLOOR

TOW TOP OF WALL

**TRANS TRANSVERSE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

(U)--------------------

UNO UNLESS NOTED OTHERWISE

(V)---------------------

**V SHEAR

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VRFY VERIFY

(W)---------------------

W WIDTH

W/ WITH

W/O WITHOUT

**WA WEDGE ANCHOR

WD WOOD

WF (W) WIDE FLANGE

WL WIND LOAD

WLD WELD (ED)

WP WATERPROOFING, WORKING

POINT

**WS WALL STEP

WT WEIGHT

WWF WELDED WIRE FABRIC

(X)---------------------

XPS EXTRUDED POLYSTYRENE

(Y)---------------------

YD YARD

** NOT LISTED IN THE NCS MANUAL

CL

a. WHERE APPLICABLE, SEE SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.

MATERIAL TESTS.

IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS FOR MATERIALS IN CHAPTERS 19 AND 20 OF ACI 318, THE BUILDING OFFICIAL SHALL REQUIRE TESTING OF MATERIALS IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AND CRITERIA FOR THE MATERIAL IN CHAPTERS 19 AND 20 OF ACI 318.

IBC 2021 TABLE 1705.3 REQUIRED SPECIAL INSPECTION

AND TESTS OF CONCRETE CONSTRUCTION

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE

MEMBERS.b

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

A. APPLICATION OF PRESTRESSING FORCES.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE.

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

ACI 318: CH. 26.9

ACI 318: 26.10

ACI 318: 26.5.3-26.5.5

ACI 318: 26.5

ASTM C172, ASTM C31,

ACI 318: 26.5, 26.12

ACI 318: 17.8.2.4,

ACI 318: 17.8.2

X

X

X

X

X

X

ACI 318: 26.13.1.3

1908.9

1908.6, 1908.7, 1908.8

3. INSPECT ANCHORS CAST IN CONCRETE.

2. REINFORCING BAR WELDING:

1. INSPECTION REINFORCEMENT, INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT

TYPE

ACI 318 CH 20, 25.2,

25.3, 26.6.1-26.6.3

REFERENCED

STANDARDa

CONTINUOUS

SPECIAL

INSPECTION

X

AWS D1.4,

ACI 318: 26.6.4

IBC REFERENCE

1908.4

X

ACI 318: 17.8.2

5. VERIFY USE OF REQUIRED DESIGN MIX.

ACI 318: CH. 19,

26.4.3, 26.4.4

X

1904.1, 1904.2

12. INSPECT INSTALLATION TOLERANCES OF PRECAST CONCRETE DIAPHRAGM

CONNECTIONS FOR COMPLIANCE WITH ACI 550.5.

ACI 318: 26.13.1.3X

9. INSPECT OF PRESTRESSED CONCRETE FOR:

B. GROUTING OF BONDED PRESTRESSING TENDONS.

11. FOR PRECAST CONCRETE DIAPHRAGM CONNECTIONS OR REINFORCEMENT

AT JOINTS CLASSIFIED AS MODERATE OR HIGH DEFORMABILITY ELEMENTS

(MDE OR HDE) IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C,

D, E, OR F, INSPECT SUCH CONNECTIONS AND REINFORCEMENT IN THE

FIELD FOR:

X

A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706.

X

B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16".

C. INSPECT ALL OTHER WELDS

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED

TENSION LOADS.

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT

DEFINED IN 4A.

X

X

X

PERIODIC

SPECIAL

INSPECTION

REQUIRED ON

PROJECT

YES

NO

YES

YES

YES

YES

YES

NO

YES

YES

NO

X ACI 318: 26.11.2

14. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

ACI 318: 26.11.1.2(b)X

13. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS

IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL SLABS.

NO

YES

A. INSTALLATION OF EMBEDDED PARTS.

B. COMPLETION OF THE CONTINUITY OF REINFORCEMENT ACROSS JOINTS.

C. COMPLETION OF CONNECTIONS IN THE FIELD.

X

X

X

ACI 550.5 -

NO

NO

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.

7. THE DESIGN OF THE STRUCTURE SHOWN IN THESE CONSTRUCTION DOCUMENTS IS

FOR THE ONE-TIME USE AT THE SPECIFIC SITE REFERENCED IN THE TITLEBLOCK.

FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1,500

PSF ON EXISTING SOILS. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING

CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, A CERTIFIED TESTING

LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS

FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT

SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE

FOUNDATION CONSTRUCTION BEGINS.

MINIMUM SLEEVE SPACING SHALL BE TWO DIAMETERS CENTER TO CENTER TO THE

LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO

CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE

STRUCTURAL ENGINEER OF RECORD.

SHALL BE A POLYMER INJECTION SYSTEM SUCH AS HILTI-HY 200 EPOXY, OR APPROVED

EQUAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.

INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE.

1. SHALL BE A36 THREADED ROD. PROVIDE HOT DIP GALVANIZE FINISH ON ALL

ANCHOR BOLTS PERMANENTLY EXPOSED TO EXTERIOR OR IN CONTACT WITH

PRESSURE TREATED LUMBER.

2. THREADED ROD EMBEDMENT DEPTH SPECIFIED IN THE DRAWINGS SHALL BE FROM

TOP OF CONCRETE TO TOP OF DOUBLE NUT.

1. CONCRETE TESTING SHALL BE PAID FOR BY THE OWNER. TESTING LABORATORY

SHALL PERFORM THE FOLLOWING TEST ON CAST-IN-PLACE CONCRETE:

A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT

CONCRETE."

B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF

CYLINDRICAL CONCRETE SPECIMENS. A SEPARATE TEST SHALL BE CONDUCTED

FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED

PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS:

a. AT 7 DAYS

b. AT 28 DAYS

C. PROVIDE ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE

DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED,

THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED.

D. TESTING SHALL BE BASED UPON CONCRETE TAKEN AT POINT OF PLACEMENT.

E. IN ADDITION TO TYPICAL TESTING REQUIREMENTS, SLUMP AND AIR CONTENT

SAMPLES SHALL BE TAKEN AT BEGINNING OF FIRST TRUCK PRIOR TO ANY

PLACEMENT AND REPEATED AT THE MIDDLE OF FIRST TRUCK. CONCRETE

PLACEMENT SHALL NOT START IF INITIAL TEST(S) FAIL AND SHALL NOT CONTINUE

OF TEST TAKEN AT MIDDLE OF FIRST LOAD FAILS.

F. IF ANY SLUMP OR AIR CONTENT FAILS DURING PLACEMENT, TESTS SHALL BE

IMMEDIATELY REPORTED AND RETAKEN. IF RETAKEN TESTS FAIL THEN ALL

SUBSEQUENT LOADS MUST BE TESTED AT ARRIVAL AND TEST MUST SHOW

COMPLIANCE…