ATTACHMENT_11--Drawings_568-15-225_Canteen_Entry_Upgrades_(5_pages).pdf

10981

ERIC C.

MONROE

R

EG

IS

T

E R

ED

PRO F E S S I ONA L

AR

C H

IT

E

C T

REG. NO.

S

O

U TH D A K O

T

A

DATE:

UP

VICINITY MAP

BUILDING 5

NORTH

NATIONAL AVE.

N R

IV

E

R S

T

M A

IN

S

T

N . C

H

IC

A G

O S

T

VA CEMETARY RD

V A

H O

S P

ITA

L

H O

T S P

R

IN

G S

, S D

TITLE/DISCIPLINE NAME/CONTACT COMPANY PHONE

PROJECT MANAGER CHRIS HEISER TSP, Inc. 605.343.6102

PROJECT ARCHITECT AARON SANDERS TSP, Inc.

TSP, Inc. 605.343.6102STRUCTURAL ENGINEER

ELECTRICAL ENGINEER

DESIGN TEAM

DARRELL BREN TSP, Inc. 605.343.6102

CHRIS HEISER

605.343.6102

INDEX TO DRAWINGS

XB

XB

XA

XA

X2

X2

X1

X1

X3

X3

X4

X4

X5

X5

X6

X6

E3

A-001

E3

A-001

E2

A-001

E2

A-001

A-001F2

A-001

F3

NEW CANOPY ABOVE

NEW STEEL COLUMN

& CONCRETE PIER,

RE: STRUCT., TYP.

NEW ALUMINUM STOREFRONT

VESTIBULE

5'-9"

6' -4

2'

-6

VEST.

EXISTING CONC. RETAINING WALL

EXISTING CANOPY COLUMN, TYP.

EXISTING CONC.

PLANTER BOX

EXISTING WALL

EXISTING MECH.

UNIT

EXISTING CONC.

PLANTER BOX

EXISTING CONC

SIDEWALK

EXISTING METAL

STAIR RAILING

C1

A-001

C1

A-001

D1

A-001

D1

A-001

STAIR

CANTEEN

1/

2" 6'

-1

2' -7

CONC. STOOP, RE: STRUCT.

CONC. SLAB, RE: STRUCT. 101

A-001

FIRST LEVEL

100' - 0"

SECOND LEVEL

110' - 0"

E3

A-001

3'-4 1/2" 3'-2" 2'-6"

1' -0

7'

-0

1' -9

3"

EXISITING

CANTEEN WALL

EXISITING CONC

PLANTER BOX

ALUMINUM

STOREFRONT

FRAME

CONC. STEM WALL,

RE: STRUCTURAL

EXISITING CANOPY

ROOF

EXISTING CONC.

RET. WALL

D1

A-001

INSULATED

OPAQUE PANEL

INSULATED

OPAQUE PANEL

EXISTING CONC PAVING

FIRST LEVEL

100' - 0"

SECOND LEVEL

110' - 0"

X2X1 E2

A-001

1' -0

2'

-0

6' -9

3"

EXISITING

CANOPY COLUMN

EXISITING CONC

PLANTER BOX

CONC PAVING,

RE: STRUCTURAL

ALUMINUM

STOREFRONT

FRAME

EXISTING

CONC PAVING

INSULATED

OPAQUE PANEL

EXISITING

CANOPY ROOF

METAL SIDING

PANEL

EXISITING CONC

RETAINING WALL

3"

2'-5"3'-2"2'-5"

INSULATED

OPAQUE PANEL

CONC STOOP, RE:

STRUCTURAL

FIRST LEVEL

100' - 0"

SECOND LEVEL

110' - 0"

X2X1

E2

A-001

EXISITING

CANOPY COLUMN EXISITING CONC PLANTER BOX

ALUMINUM

STOREFRONT FRAME

CONC FLOOR,

RE: STRUCT.

EXISITING CANOPY ROOF

PREFINISHED

CORRUGATED

METAL SOFFIT

PANEL, TYP.

EXISITING CONC

RETAINING WALL

VEST.

1' -0

2'

-0

5' -0

1'

-9

3"

PT WD BLOCKING, TYP.

STEM WALL, RE: STRUCT.

EXISTING CONC PAVING

9' - 0"

FIRST LEVEL

100' - 0"

SECOND LEVEL

110' - 0"

E3

A-001

EXISITING

CANOPY TRUSS

EXISITING

CANTEEN WALL

EXISITING

CANTEEN DOOR

ALUMINUM

STOREFRONT

FRAME

EXISTING

CONC PAVING

EXISITING

CANOPY ROOF

METAL SIDING

PANEL

EXISTING CONC.

RET. WALL (PAINT

INTERIOR)

D1

A-001

VEST.

1' -0

2'

-0

5' -0

2'

-0

3'-4 1/2" 3'-1" 2'-7"

2x4 ACT SYSTEM

INSULATED

OPAQUE PANEL

9' - 0"

FIRST LEVEL

100' - 0"

SECOND LEVEL

110' - 0"

D1

A-001

STAIR

CANTEEN

A-001

C2

A-001

C4

STL COLUMN,

RE: STRUCT.

COLUMN PIER,

RE: STRUCT.

CANOPY STRUCTURE, RE: STRUCT.

PREFINISHED METAL 'SPANISH TILE' ROOFING

EXISTING

CANOPY

COLUMN, TYP.

EXISTING CONC

SIDEWALK

EXISITING

CANOPY

ROOF

EXISTING CONC

PLANTER BOX

FIRST LEVEL

100' - 0"

SECOND LEVEL

110' - 0"

X2X1 X3 X4 X5 X6 E2

A-001

C1

A-001

A-001

C5

A-001

C5

A-001

F3

EXISITING

CONC PLANTER

BOX

EXISTING

DOOR

EXISITING CANOPY ROOF

EXISITING CONC

RETAINING WALL

EXISTING CONC PAVING

EXISTING

WINDOW

EXISTING CANOPY

STRUCTURE

STL COLUMN,

RE: STRUCT.

COLUMN PIER,

RE: STRUCT.

CANOPY

STRUCTURE,

RE: STRUCT.

PREFINISHED

METAL 'SPANISH

TILE' ROOFING

E3

A-001

E3

A-001

E2

A-001

E2

A-001

C1

A-001

C1

A-001

D1

A-001

D1

A-001

EXISTING BUILDING

EXISTING

STAIRWELL

EXISTING CANOPY

E X

IS

TI

N G

C A

N O

P Y

E X

IS

TI

N G

C A

N O

P Y

PREFINISHED

METAL 'SPANISH

TILE' ROOFING

4" / 12" 4" / 12"

4" / 12" 4" / 12"

1"

PREFINISHED MTL

FASCIA W/ DRIP

HSS, RE: STRUCT.

MTL DECK RE:

STRUCT.

PREFINISHED

METAL 'SPANISH

TILE' ROOFING

PREFINISHED MTL

CLOSURE TRIM

PREFINISHED MTL

FASCIA W/ DRIP

HSS, RE: STRUCT.

MTL DECK RE:

STRUCT.

PREFINISHED

METAL 'SPANISH

TILE' ROOFING

2"

6"

3" 3"

PREFINISHED MTL

CLOSURE TRIM

PREFINISHED MTL

FASCIA W/ DRIP

CLOSURE STRIP

HSS, RE: STRUCT.

MTL DECK RE:

STRUCT.

PREFINISHED

METAL 'SPANISH

TILE' ROOFING

2" 2"

1' -0

6"

3" / 12"

X2X1

EXISITING

CANTEEN WALLEXISITING DOOR

ALUMINUM

STOREFRONT

FRAME

2x4 ACT SYSTEM

EXISITING

MOTION SENSOR

EXISITING

CANOPY COLUMN

PREFINISHED

CORRUGATED

METAL SOFFIT

PANEL, TYP.

LIGHT FIXTURE,

RE: ELEC.

CANOPY ROOF,

RE: STRUCTURAL

FOR FRAMING

EXISITING

CANOPY 9' - 0"

VEST.

DOOR SCHEDULE LEGEND

1ISG 1" THICK INSULATED SAFETY GLASS

AL ALUMINUM

7' -0

3'-0"

5" 5"

7"

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project No.

Building Number

Drawing No.

Dwg. of

VA FORM 08-6231

o n e e ig h th i n 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 i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

Office of Construction and Facilities Management

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

A

C

D

E

F

B

A

C

D

E

B

F

2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

CONSULTANTS: ARCHITECTS/ ENGINEERS:

100% CONSTRUCTION DOCUMENTS

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TSP# 03161069

ARSCSH10/03/2016

A-001

ARCHITECTURAL PLANS & DETAILS CANTEEN ENTRY UPGRADES

1 5

VA# 568-15-225

HOT SPRINGS, SOUTH DAKOTA

SHEET INDEX - STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES & TITLE SHEET

S-101 FOUNDATION PLAN, ROOF FRAMING PLAN, & DETAILS

SHEET INDEX - ARCHITECTURAL

A-001 ARCHITECTURAL PLANS & DETAILS

1/8" = 1'-0" F4

FIRST LEVEL FLOOR PLAN - FLAT

1/8" = 1'-0" F2

VESTIBULE SOUTH ELEVATION

1/8" = 1'-0" F3

VESTIBULE WEST ELEVATION

1/8" = 1'-0" E3

VESTIBULE N/S SECTION

1/8" = 1'-0" E2

VESTIBULE E/W SECTION

VA - BUILDING 5

CANTEEN ENTRY UPGRADES

100% CONSTRUCTION DOCUMENTS

10/03/2016

HOT SPRINGS, SOUTH DAKOTA

1/8" = 1'-0" C1

CANOPY E/W SECTION

1/8" = 1'-0" D1

CANOPY N/S SECTION

DOOR SCHEDULE

MARK

DOOR

HDWR

SIZE

TYPE MATERIAL GLAZINGWIDTH HEIGHT

101 3' - 0" 7' - 0" FG AL 1ISG 1

SHEET INDEX - ELECTRICAL

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

E-101 ELECTRICAL PLANS

1/8" = 1'-0" D2

ROOF

1 1/2" = 1'-0" C2

CANOPY EAVE FASCIA, TYP.

1 1/2" = 1'-0" C5

CANOPY RAKE FASCIA, TYP.

1 1/2" = 1'-0" C4

CANOPY TOP EDGE

1/8" = 1'-0" E1

VESTIBULE CEILING PLAN

DOOR TYPE FG

10/03/2016REVISION MARK DATE

VHAHOTSprinD Approved

VHADESMableA Typewritten Text Indefinite Delivery Indefinite Quantity (IDIQ) Contracts Solicitation 36C26318R0063

CHRIS S.

HEISER

R E

G

IS

TE

RED PROFESSIONAL ENG

IN

EER

REG. NO.

S

O

U TH D A KO

T

A

DATE:

BACKFILL/FILL

ENGINEERED FILL

DRAINAGE COURSE

ROCK/"SUGAR ROCK"

SCARIFY & RECOMPACT

CONCRETE

NATIVE UNDISTURBED SOIL

BRICK

CONCRETE MASONRY UNIT

METAL/STEEL

RIGID INSULATION/EIFS

GROUT

WOOD WALL/FINISH

MORTAR

PLYWOOD/OSB/PARTICLE

BOARD

WOOD-GLUED/LAMINATED

EXISTING AREAS / ELEMENTS

MATERIAL LEGEND

AND

ANGLE

DOUBLE ANGLE

AT

CENTER LINE

PARALLEL

PENNEY

PERPENDICULAR

PLATE

POUND OR NUMBER

ROUND OR DIAMETER

ARCHITECTURAL AND

ENGINEERING

ANCHOR BOLT/ROD

ABOVE

ADDENDUM

ADHESIVE

ADJUSTABLE, ADJACENT,

ADJOINING

ABOVE FINISH FLOOR

AGGREGATE

ANCHOR, ANCHORAGE

ALTERNATE

APPROXIMATE

ARCHITECT (URAL)

BEVELED

BELOW FINISH FLOOR

BRICK LEDGE

BLOCK (ING)

BEAM

BOTTOM

BOTTOM OF

BOTTOM OF CONCRETE

BOTTOM OF FOOTING

BEARING

BRICK

BASEMENT

BETWEEN

CHANNEL

CUBIC FEET OR FOOT

CHAMFER

CAST-IN-PLACE CONCRETE

CONTROL JOINT

CENTER LINE

CONCENTRATED LOAD

CEILING

CLEAR,CLEARANCE

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECT (ION)

CONSTRUCTION

CONTINUOUS, CONTINUE

CONTRACT (OR)

COORDINATE

CORRUGATED

CENTER

CUBIC YARD

L

LL

C d P Ø

A&E

AB

ABV

ADDM

ADH

ADJ

AFF

AGGR

AHR

ALT

APPROX

ARCH

BEV

BFF

BL

BLK

BM

BOT

BO

BOC

BOF

BRG

BRK

BSMT

BTWN

C

CF

CHFR

CIPC

CJ

CL

CL

CLG

CLR

CMU

COL

CONC

CONN

CONSTR

CONT

CONTR

COORD

CORR

CTR

CY

L

L

ABBREVIATIONS:

SYMBOLS USED AS ABBREVIATIONS:

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

EMBED (ED)

EQUAL

EQUIPMENT

ESTIMATE

EACH WAY

EXISTING

EXPANSION

EXPOSED

EXPANSION BOLT

EXTERIOR

FLOOR DRAIN

FINISH FLOOR ELEVATION

FINISH (ED)

FLANGE

FLOOR (ING)

FOUNDATION

FACE OF

FACE OF CONCRETE

FACE OF MASONRY

FACE OF STUD

FACE OF WALL

FOOT, FEET

FOOTING

FAR SIDE

FUTURE

EA

EF

EJ

EL

EMB

EQ

EQUIP

EST

EW

EXIST

EXP

EXP

EXP BT

EXT

FD

FFE

FIN

FLG

FLR

FND

FO

FOC

FOM

FOS

FOW

FT

FTG

FS

FUT

DOUBLE

DEMOLITION, DEMOLISH

DETAIL

DIAMETER

DIAGONAL

DIMENSION

DIVIDE, DIVISION

DEAD LOAD

DRAIN

DRAIN TILE

DRAWING (S)

DBL

DEMO

DET

DIA

DIAG

DIM

DIV

DL

DR

DT

DWG

GAGE, GAUGE

GALVANIZED

GENERAL CONTRACTOR

GLU LAMINATED (BEAM)

GRADE BEAM

GRATING

GYPSUM

GA

GALV

GC

GLU-LAM

GR BM

GRTG

GYP

HEIGHT

HEADED ANCHOR BOLT

HEADED ANCHOR STUD

HOLLOW CORE

HEADER

HORIZONTAL

HOLLOW STRUCTURAL SHAPE

HEIGHT

H

HAB

HAS

HC

HDR

HORIZ

HSS

HT

INSIDE DIAMETER

INCLUDE (D), INCLUDING

INSULATE (D), INSULATION

INTERIOR

INVERT ELEVATION

ID

INCL

INSUL

INT

INV EL

THOUSAND POUND (KIP)

KEYED CONSTRUCTION JOINT

THOUSAND POUND

THOUSAND POUND PER LINEAR

FOOT

THOUSAND POUND PER SQUARE

FOOT

THOUSAND POUND PER SQUARE

INCH

K

KCJ

KIP

KLF

KSF

KSI

JOIST

JOINT

JST

JT

LENGTH

LAMINATE (ED)

POUND

LINEAR FEET

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATION

LONGITUDINAL

LINTEL

LIGHTWEIGHT

LOUVER

L

LAM

LB

LF

LL

LLH

LLV

LOC

LONG

LTL

LT WT

LVR

MACHINE

MATERIAL

MAXIMUM

MEMBER

MISCELLANEOUS CHANNEL

MECHANICAL

MANUFACTURE (R)

MINIMUM

MISCELLANEOUS

METAL

MACH

MATL

MAX

MBR

MC

MECH

MFR

MIN

MISC

MTL

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NEAR SIDE

NON-SHRINK, NON-METALLIC

NOT TO SCALE

NA

NIC

NO

NS

NSNM

NTS

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

OC

OD

OH

OPP

PARALLEL

POUNDS PER CUBIC FOOT

PEDESTAL

PERFORATED

PERPENDICULAR

PRECAST

PREFABRICATE

PLATE

POUNDS PER LINEAR FOOT

PLYWOOD

PANEL

PAIR

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POST TENSION (ED)

POINT

POLYVINYL CHLORIDE

PAR

PCF

PED

PERF

PERP

PC

PREFAB

PL

PLF

PLYWD

PNL

PR

PSI

PSF

PT

PT

PVC

SECTION

SHEET

SHEATHING

SIMILAR

SLEEVE

SEALANT

SLAB-ON-GRADE

SPECIFICATION (S)

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STRUCTURAL

SUSPENDED

SYMMETRY, SYMMETRICAL

SECT

SHT

SHTHG

SIM

SLV

SLNT

SOG

SPEC

SQ

SST

STD

STL

STRUCT

SUSP

SYMM

RADIUS/RISE (R)

REINFORCED CONCRETE PIPE

REFERENCE

REINFORCE (D), (ING)

REQUIRE

REQUIRED

REVISION (S), REVISED

ROUGH OPENING

REVERSE (SIDE)

R

RCP

REF

REINF

REQ

REQD

REV

RO

RVS

TREAD

TOP AND BOTTOM

TONGUE AND GROOVE

TO BE DETERMINED

THREAD (ED) (S)

THICKNESS

THROUGH

TOTAL LOAD

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF FOOTING

TOP OF PIER

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TRANSVERSE

TUBE STEEL

TYPICAL

T T&B T&G

TBD

THD

THK

THRU

TL

TO

TO BM

TOC

TOF

TOP

TOS

TOS

TOW

TRANS

TS

TYP

UNLESS NOTED OTHERWISEUNO

SHEAR

VERTICAL

VAPOR RETARDER

V

VERT

VR

WIDTH

WITH

WITHOUT

WEDGE ANCHOR

WOOD

WIDE FLANGE

WIND LOAD

WORKING POINT

WEIGHT

WELDED WIRE FABRIC

W W/ W/O

WA

WD

WF (W)

WL

WP

WT

WWF

MOST COMMONLY USED STRUCTURAL ABBREVIATIONS

SYMBOLS LEGEND

TOP OF

FOUNDATION WALL

ELEVATION

TOP OF

FOOTING

ELEVATION

CORNER REINF

INDICATOR

CONTINUOUS

BEAM INDICATOR

FOUNDATION

WALL STEP

FOOTING

STEP

MASONRY PIER

INDICATOR

WALL

REINFORCING

INDICATOR

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

DETAIL SECTION

INDICATOR

EQUIPMENT

INDICATOR

COLUMN/FND

GRID

INDICATOR

PC SPAN

IDENTIFIER

PIER TAG

INDICATORELEVATION TAG

ROOF SLOPE

INDICATOR

DETAIL

INDICATOR

WALL SECTION

INDICATOR

DETAIL BUBBLE

INDICATORS

BUILDING

SECTION

INDICATOR

EXTERIOR

ELEVATION

SYMBOL

TRUE NORTH

MAGNETIC

NORTH

PLAN NORTH

MATCH LINE INDICATOR DETAIL/SECTION/PLAN

INDICATOR

OPTIONAL

SYMBOLS

ADDED TO

PLAN NORTH

NORTH

ORIENTED

90° TO THE

SHEET

MATCH LINE

SEE - - - -

A1 A-101

A1 A-101

A1 A-101

A1 A-101

A1

A-101 TRUE NORTH

A1

PLAN OR DETAIL

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

SPAN

12 XX" Ø X

XX'-X" XX'-X"

GRID1234

A

A

R

P1

100'-0" 99'-4" STP WALLSTP FTG

CONT

C1

NORTH

GENERAL STRUCTURAL NOTES

DESIGN CODE

1. INTERNATIONAL BUILDING CODE, 2012

DESIGN LOADS

1. ROOF LIVE LOAD

GROUND SNOW LOAD Pg = 43 PSF FLAT ROOF SNOW LOAD Pf = 30 PSF SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR I = 1.0

THERMAL FACTOR Ct = 1.0

PLUS APPLICABLE SLIDING, DRIFTING AND UNBALANCED SNOW LOAD INCREASES

2. CONCENTRATED LOADS AS SHOWN IN IBC TABLE 1607.1 SHALL BE ADDED TO THE UNIFORM LOADS

SHOWN ABOVE.

3. WIND LOADS

BASIC WIND SPEED = 120 MPH

RISK CATEGORY III (ASCE 7-10)

WIND EXPOSURE = C

4. SEISMIC LATERAL LOADS

RISK CATEGORY III (ASCE 7-10)

SPECTRAL RESPONSE COEFFICIENTS

SS (0.2 SEC)= 0.30g S1 (1.0 SEC)= 0.10g

SEISMIC IMPORTANCE FACTOR = 1.25

SITE CLASS C

SEISMIC DESIGN CATEGORY B

MATERIALS GRADES AND STRENGTHS

1. CAST-IN-PLACE CONCRETE

FOOTINGS AND FOUNDATIONS - 4500 PSI

INTERIOR SLAB ON GRADE - 4500 PSI

EXTERIOR SLAB ON GRADE - 4500 PSI

2. REINFORCING STEEL

BARS - ASTM A615 (GRADE 60)

BARS – ASTM A706 (WELDABLE REBAR) USE WHERE INDICATED

WELDED WIRE FABRIC - ASTM A185

3. STRUCTURAL STEEL

WIDE FLANGE SHAPES - ASTM A992 (Fy=50 KSI) PLATES AND OTHER SHAPES - ASTM A36 (Fy=36 KSI) HOLLOW STRUCTURAL SECTION (RECTANGULAR)- ASTM A500, GRADE B (Fy=46 KSI) HOLLOW STRUCTURAL SECTION (ROUND) – ASTM A500, GRADE C (Fy=42 KSI)

STEEL PIPE - ASTM A53

HIGH STRENGTH BOLTS, UNO - A325N

ANCHOR BOLTS/RODS - ASTM F1554, GRADE 36

EXPANSION BOLTS - HILTI KWIK BOLT III

HEADED STUDS - ASTM A108

4. LIGHT GAUGE STEEL FRAMING

STUDS, JOISTS & ACCESSORIES – ASTM A653, Grade 33(Fy=33 KSI), G60 GALVANIZED

GENERAL

1. THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS IS NOT TO BE SCALED, AS THE ITEMS

SHOWN MAY NOT BE TO SCALE FOR THE SPECIFIC LOCATION.

2. NO OPENINGS OR SLEEVES SHALL BE CUT OR PROVIDED IN WALLS OR FLOOR CONSTRUCTION

WITHOUT APPROVAL BY THE CONTRACTING OFFICER.

3. EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS TO DETERMINE LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, REVEALS, DEPRESSIONS AND OTHER

PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.

4. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE

CONTRACTING OFFICER AT ONCE FOR RESOLUTION.

5. STRUCTURAL MEMBERS INCLUDING JOISTS, SLABS, BEAMS, TRUSSES, COLUMNS AND WALLS ARE DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS

PROJECT.

FOUNDATIONS

1. FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 1500 PSF. THE CONTRACTOR IS TO EMPLOY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF SOUTH DAKOTA TO VERIFY THIS DESIGN ASSUMPTION. NO FOUNDATION WORK SHALL PROCEED UNTIL THE GEOTECHNICAL ENGINEER'S REPORT HAS BEEN REVIEWED AND APPROVED BY THE CONTRACTING OFFICER. IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, NOTIFY THE CONTRACTING OFFICER AT

ONCE FOR RESOLUTION.

2. TESTING SERVICE MUST INSPECT AND APPROVE SUBGRADES AND FILL LAYERS BEFORE FURTHER CONSTRUCTION WORK IS PERFORMED THEREON. NOTIFY TESTING SERVICE PRIOR TO PROCEEDING WITH

PLACEMENT OF FOOTINGS, FILL, OR OTHER CONSTRUCTION OVER SUBGRADES AND FILL.

3. WATER SHALL NOT BE PERMITTED TO POND IN FOOTING EXCAVATION. KEEP EXCAVATION DRY.

FAILURE TO DO SO WILL BE CAUSE FOR REQUIRING CONTRACTOR TO REMOVE WATER DAMAGED SOILS AND

REPLACE WITH CONTROLLED FILL AS DIRECTED.

4. SHOULD ANY QUESTIONABLE CONDITIONS BE ENCOUNTERED DURING EXCAVATION, NOTIFY

CONTRACTING OFFICER IMMEDIATELY. FOOTING ELEVATIONS ARE SUBJECT TO CHANGE DEPENDING ON SOIL

CONDITIONS ENCOUNTERED.

5. REMOVE ANY ABANDONED SEWER OR SERVICE LINE ENCOUNTERED DURING EXCAVATION WITHIN THE BUILDING LINES. SHOULD SUCH LINES BE FOUND BELOW OR ADJACENT TO FOOTING LOCATIONS, NOTIFY THE

CONTRACTING OFFICER.

6. ALL FOOTINGS SHALL BE CENTERED UNDER WALLS. NO OFFSETS SHALL BE PERMITTED.

7. WHERE FILL MATERIAL IS PLACED ON BOTH SIDES OF GRADE BEAMS OR WALLS, IT SHALL BE PLACED IN LAYERS ALTERNATELY ON OPPOSITE SIDES TO MAINTAIN LEVELS THAT WILL AVOID DISPLACEMENT OF, OR

DAMAGE TO, THE WALLS OR BEAMS.

8. WHERE FILL MATERIAL IS PLACED ON ONE SIDE OF A WALL, THE WALL SHALL BE ADEQUATELY SHORED AND BRACED OR THE MATERIAL SHALL NOT BE PLACED UNTIL SUPPORTING FLOOR SLABS HAVE BEEN POURED

AND SET.

9. NO FILL OR BACKFILL SHALL BE "SETTLED" BY THE USE OF WATER.

10. PROVIDE DRAINAGE COURSE BELOW ALL INTERIOR, EARTH SUPPORTED, CONCRETE SLABS UNLESS

NOTED OTHERWISE. REFERENCE PLANS AND SPECIFICATIONS.

11. PROTECT IN-PLACE FOUNDATIONS AND SLABS ON GRADE FROM FROST PENETRATION UNTIL PROJECT

COMPLETION.

12. SLOPE BETWEEN ADJACENT FOOTINGS OR EXCAVATIONS SHALL NOT EXCEED ONE VERTICAL TO TWO

HORIZONTAL. STEP FOOTINGS DOWN AS NECESSARY TO MAINTAIN THIS SLOPE.

CONCRETE

1. CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION IS ACI 318, LATEST EDITION.

2. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI DETAILING

MANUAL, LATEST EDITION

3. IN ADDITION TO OTHER REINFORCING NOTED, PROVIDE 2 - #5 ON EVERY SIDE OF EACH OPENING IN

CONCRETE WALLS. EXTEND #5 BARS 24" BEYOND EACH EDGE OF OPENING.

4. POLYPROPYLENE FIBER REINFORCING, FIBRILLATED, (BY FIBERMESH OR APPROVED EQUAL) IS TO BE USED FOR ALL INTERIOR AND EXTERIOR SLAB-ON-GRADE LOCATIONS SHOWN ON THESE STRUCTURAL SHEETS AS TEMPERATURE AND SHRINKAGE REINFORCING. APPLY REINFORCING AT THE MANUFACTURER'S

RECOMMENDED RATE OR 1.5 LB/CY, WHICHEVER IS GREATER.

5. ALL REINFORCING BARS SHALL BE LAP SPLICED WITH THE GREATER LENGTH OF A CLASS B TENSION LAP SPLICE OR 50 BAR DIAMETERS (FOR #6 BARS AND SMALLER) OR 62 BAR DIAMETERS (FOR #7 AND GREATER), EXCEPT WHERE NOTED OR DETAILED OTHERWISE. STAGGER LAPS IN SLABS AND WALLS. SPLICE BARS IN GRADE BEAMS, STRUCTURAL SLABS, JOISTS, BEAMS, PILASTERS OR COLUMNS ONLY WHERE SHOWN ON DRAWINGS OR

SCHEDULES APPROVED BY CONTRACTING OFFICER.

6. MINIMUM CONCRETE COVER TO REINFORCING STEEL, UNO, SHALL BE AS FOLLOWS:

SURFACES CAST AGAINST EARTH - 3"

FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:

#6 BAR OR LARGER - 2"

#5 BAR OR SMALLER - 1-1/2"

FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:

WALLS, SLABS, JOISTS

#14 AND #18 BARS - 1-1/2"

#11 BAR OR SMALLER – 3/4"

BEAMS, COLUMNS - 1-1/2”

7. DETAIL AND PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING

STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE.

8. ALL CHAIRS SUPPORTED BY GRADE SHALL INCLUDE SAND PLATES.

9. BAR SUPPORTS, WHICH COME IN CONTACT WITH EXPOSED SURFACES, SHALL HAVE PLASTIC OR

RUBBER TIPS OR BE STAINLESS STEEL.

10. PROVIDE HOOKED DOWELS OF SAME SIZE AND SPACING AS VERTICAL OR COLUMN REINFORCING AT THE FOUNDATION, UNLESS NOTED OTHERWISE. ALL HOOKED DOWELS SHALL BE TIED IN PLACE PRIOR TO

CONCRETE PLACEMENT.

11. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND

INTERSECTIONS OF WALLS, BEAMS, BOND BEAMS, AND FOOTINGS. (REF DETAIL C8/S-101)

12. CONTINUOUS TOP BARS IN BEAMS SHALL BE SPLICED AT MIDSPAN AND BOTTOM BARS OVER

SUPPORTS, UNO.

13. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS.

14. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS SHALL BE

MADE AT MIDSPAN OR POINTS OF MINIMUM SHEAR.

15. PROVIDE KEYED CONSTRUCTION JOINTS (KCJ) IN EARTH OR FILL SUPPORTED SLABS AT LOCATIONS

NOTED.

16. SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS SHALL BE LIMITED TO:

FOUNDATION WALLS – UNLIMITED (FROST DEPTH - NON-EXPOSED)

SLABS ON GRADE - 3600 SQFT WITH MAXIMUM DIMENSION OF 60 FT PLACE IN LANE OR STRIP. FASHION WITH

INTERMEDIATE CONTROL JOINTS AT APPROXIMATELY 15 FT.

17. VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS OR WALLS AND COORDINATE

ANY ADDITIONAL REQUIRED OPENINGS WITH OTHER TRADES AND THE ARCHITECT/ENGINEER.

18. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL CONTAIN 5-7% ENTRAINED AIR.

19. ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE.

20. CALCIUM CHLORIDE IS NOT PERMITTED IN ANY CONCRETE ADMIXTURES.

21. SUBMIT MIX DESIGN TO CONTRACTING OFFICER FOR APPROVAL PRIOR TO PLACING ANY CONCRETE.

22. CURE CONCRETE ACCORDING TO ACI 308.1 OR A COMBINATION OF MOISTURE CURING, COVER

CURING, CURING COMPOUNDS, OR CURING & SEALING COMPOUNDS.

STEEL FRAMING

1. TO AVOID UNDESIRABLE STRESSES IN PLATES OR THEIR ANCHORS, ALL WELDS SHALL BE MADE IN SINGLE PASSES IF APPLICABLE, SYMMETRICALLY AROUND THE PLATE. WHEN MULTIPLE PASSES ARE REQUIRED

SUFFICIENT TIME SHALL BE ALLOWED BETWEEN PASSES FOR THE HEAT TO DISSIPATE.

2. LATEST AISC MANUAL AND SPECIFICATIONS APPLY.

3. WELDING ELECTRODES SHALL BE 70XX, UNO.

4. ALL WELDING AND TESTING OF WELDS SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY

CODES AND RECOMMENDATIONS.

5. ALL WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES IN THE TYPE OF WELD REQUIRED.

6. ALL FULL PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING

LABORATORY.

7. ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE TENSIONS SPECIFIED IN TABLE 4 OF AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. TENSION MEASURING DEVICES SHALL BE USED TO CONFIRM BOLTS MEET THE REQUIREMENTS OF TABLE 4. MEASURING DEVICES SHALL INCLUDE LOAD INDICATING WASHERS OR ALTERNATE DESIGN BOLTS (TWIST-OFF BOLTS).

8. ALL HIGH STRENGTH BOLTED CONNECTIONS (NOT WITHIN THE SLIP-CRITICAL CATEGORY NOR SUBJECT TO TENSION LOADS NOR REQUIRED TO BE FULLY TENSIONED BEARING-TYPE CONNECTIONS) SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION SPECIFIED IN THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, ARTICLE 8(c).

9. NOT ALL CONNECTIONS ARE DETAILED; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. CONTACT THE ENGINEER OR ARCHITECT PROMPTLY TO VERIFY THE DETAILS OF MEMBERS OR CONNECTIONS IN ANY SITUATION WHERE REQUIREMENTS ARE UNCLEAR. CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL STEEL IS PLUMB AND SECURED.

10. FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE

WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.

11. ALL BEAM COPES MUST BE MADE TO A RADIUS (3/4" MINIMUM).

12. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINAL BOLTED

OR WELDED.

13. INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE ICC REPORT RECOMMENDATIONS.

STEEL ROOF DECK

1. STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY.

2. DECK SHALL BE ERECTED AND ATTACHED TO SUPPORTING STEEL AS INDICATED.

3. LAP ENDS A MINIMUM OF 2" WITH THE CENTERS OF THE LAPS LOCATED AT THE CENTERS OF THE

SUPPORTS.

4. DECKING MUST BE CONTINUOUS OVER THREE SUPPORTS.

SUPPLEMENTAL NOTES

SPECIAL INSPECTION

IBC REQUIREMENTS

THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTION 1701 AND 1704. THE SPECIAL INSPECTION AND THE COST ASSOCIATED THEREWITH WILL BE PAID BY THE OWNER. THE ITEMS THAT REQUIRE

SPECIAL INSPECTIONS ARE:

A. 1705.2 STEEL CONSTRUCTION - REF AISC 360 FOR REQUIRED VERIFICATION AND INSPECTION OF STEEL

CONSTRUCTION

B. 1705.3 CONCRETE CONSTRUCTION - REF TABLE 1705.3 FOR REQUIRED VERIFICATION AND INSPECTION OF

CONCRETE CONSTRUCTION

E. 1705.6 SOILS – REF SECTION 1705.6 AND TABLE 1705.6 FOR REQUIRED VERIFICATION AND INSPECTION OF

SOILS.

10/03/2016

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project No.

Building Number

Drawing No.

Dwg. of

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot 6" th re e in ch es o ne fo ot

6"

Office of Construction and Facilities Management

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

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S-001

STRUCTURAL GENERAL NOTES & TITLE

SHEET

CANTEEN ENTRY UPGRADES

VA# 568-15-225

HOT SPRINGS, SOUTH DAKOTA

SHEET INDEX - STRUCTURAL

C D

I s s u e

SHEET # SHEET NAME

S-001 STRUCTURAL GENERAL NOTES & TITLE SHEET

S-101 FOUNDATION PLAN, ROOF FRAMING PLAN, & DETAILS

REVISION MARK DATE

SHEET GENERAL NOTES: KEY NOTES:

CHRIS S.

HEISER

R E

G

IS

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RED PROFESSIONAL ENG

IN

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REG. NO.

S

O

U TH D A KO

T

A

DATE:

'-5

/2

BB

A

A

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

6'-0" 8'-0" 7'-0"

68'- 3'-9" 32'-0" 32'-0"

4' -1

/4

9'

-3

8' -1

0" 5'

-0

F5

S-101 F6

S-101 F6

S-101 F8

S-101

FIRST LEVEL

100-0

E6

S-101

1' -4

TOC 100'-0"

TOC 100'-0"

TOC 99'-9"

TOC 99'-9"

TOC 100'-6"

TOC 100'-6"

2"

X1 X2 X3 X4 X5 X6

XB

XA

CG

GRIDS A&B

3.

3.

H

SS

X6

X1 /4

HSS10X6X3/8

HSS10X6X3/8 H

SS

X6

X1 /4H

SS

X6 X1

/4HSS10X6X3/8

HSS10X6X3/8

3"X22GA DEEP RIBBED ROOF DECK(GALV)

INSTALL DECK UPSIDE DOWN TO

CONCEAL FASTENERS - ATTACH DECK TO

STRUCT STEEL WITH:

HILTI X-EDN19 PAF WITH A 24/4 PATTERN &

#10 TEK SIDELAPS AT 36" OC

B

A

H

SS

X2

X1 /4

H

SS

X2

X1 /4

B8

S-101

4'-0"

3'-0" 3'

-0

TYP

HSS4X4X3/8

HSS4X4X3/8

BOS EL= 111' - 8 1/2"

BOS EL= 110' - 8"

BOS EL= 109' - 8"

BOS EL= 114' - 9"

BOS EL= 114' - 9"

HSS12X6X1/4

BOS EL= 114' - 9"

HSS12X6X1/4

BOS EL= 114' - 9"

HSS10X6X3/8

HSS12X6X1/4

HSS4X4X3/8

HSS10X6X3/8

HSS12X6X1/4

X1 X2 X3 X4 X5 X6

XB

XA

FIRST LEVEL

100' - 0"

TOP OF FOOTING

97' - 0"

FIRST LEVEL

100' - 0"

100' - 3"

(2) #4 CONT

#4 L BAR @ 18" OC

ALT BAR EA WAY

#4 HORIZ @ 18" OC

REF PLAN

6"

X2

PROPERLY RECOMPACTED

ON SITE SOILS

UNDISTURBED SUBGRADE SOILS

1/2" ISOLATION JT

2" RIGID INSUALT

EXIST SLAB (REPLACE)

(FIELD VERIFY GRADE)

NEW CONC SLAB

B

STRUCT COL

(REF PLAN)

STRUCT BEAM

(REF PLAN)

BEVELED TOP PLATE

FOR ROOF DECK

ROOF DECK

(REF PLAN)

BOS

REF PLAN

1/4

TYP

1/4

STRUCT COL

(REF PLAN)

1/

2"

1/4" CLOSURE PL

NEW FND

NEW STEEL COL

(REF PLAN)

3" C

LR

REINF

(REF PLAN)

#4 TIE BAR @ 12" OC

(4) #7 L BAR EA CORNER

1'-4"

3/4X12"X12" BASE PL

W/(4) 5/8" Ø X 10" EMBED HAB

EXIST SLAB (REPLACE)

(FIELD VERIFY GRADE)

(3) #4 TIE BAR IN TOP 9"

1 1/2" NON SHRINK

NON METALLIC GROUT

TOC

REF PLAN

TOF

REF PLAN

DRILL 1/2" Ø HOLE

IN COLUMN ABOVE BASE PL

(2 SIDES)

PROPERLY RECOMPACTED

ON SITE SOILS

UNDISTURBED SUBGRADE SOILS

EXISTING DRILLED PIERS

TOC

REF PLAN

(2) #4 L BARS DRILL &

EPOXY SET (6" EMBED)

(4) #7 BOT BARS

(2) #4 TOP BARS

#4 STIRRUPS @ 12" OC

EXIST SLAB (REPLACE)

(FIELD VERIFY EXIST GRADE)

REF DETAIL F6/S-101

PROPERLY RECOMPACTED

ON SITE SOILS

UNDISTURBED SUBGRADE SOILS

AS BUILT DRAWINGS OF THE SITE WERE NOT PROVIDED- CONTRACTOR SURVEY CONSTRUCTION AREA

TO VERIFY EXISTING GRADES & PROPOSED STRUCTURAL ELEVATIONS AS SHOWN ARE NOT IN

CONFLICT

A.

FOUNDATION PLAN

FIELD VERIFY PROPOSED DIMENSIONS ARE NOT IN CONFLICT W/EXISTING STRUCTURESB.

ALL TUBE CONNECTIONS TO BE WELDED - GRIND WELDS SMOOTHC.

PROVIDE 1/4" CLOSURE PLATES AT ALL CONDITIONS WHERE HSS TUBES ARE EXPOSEDD.

ALL SOILS FROM EXCAVATION FOR NEW PIERS IS PLANNED TO PLACED BACK IN THE EXCAVATIONS

WITH COMPACTIVE EFFORT AND MOISTURE CONDITIONING AS REQUIRED

E.

DRAINAGE COURSE- 1" MAX PARTICLE SIZE WITH LESS THAN 15% PASSING THE #200 SIEVEF.

FOUNDATION PLAN

1. 3-0 X 3-0 X 12" THICK FTG W/(4) #4 EA WAY TOF 97'-0"

2. EXISTING 24" Ø DRILLED PIER

TO PIER ELEV = 96'-0" (FIELD VERIFY)

3. 4" CIPC SOG W/#4 @ 18" OC EA WAY ATOP REPLACED EXISTING SITE SOILS, COMPACTED &

MOISTURE CONDTIONED AS REQUIRED

4. FIELD WELD BEAM/BEAM ALL AROUND - 1/4" FILLET

5. 3-0 X 5-0 X 12" THICK FTG W/(4) #4 X 2'-6" & (6) #4 X 4'-6" TOF 97'-0"- DOWEL NEW FTG TO EXIST FTG

W/#5 @ 12" OC (4" EMBED)

6. REF DETAIL E8/S-101

7. REMOVE AND REPLACE EXTERIOR SLAB TO INSTALL NEW CANOPY FOUNDATION

8. 3'-0" X 3'-0" X 12" THICK FTG W/(4) #4 EA WAY TOF 97'-0" - DOWEL NEW FTG TO EXIST

FTG W/#5 @ 12" OC (4" EMBED)

9. USE EXIST RETAINING WALL AS FORM

DRAINAGE COURSE

#4 DOWELS (24"x24")

@ 12" OC (ALL SIDES)

#4 HORIZ @ 18" OC

#5 CONT

5" CONC SLAB W/ #4 @

12" OC EW BOTTOM

HOLD SLAB

DOWN 1/4" @

THRESHOLD

SLOPE 1/4"/FT

VERIFY w/ SITE

GRADING PLAN

VAPOR RETARDER

1" RIGID INSULATION

#4 x (OPENING WIDTH

+ 4'-0") LONG -

CENTER ON OPENING

2" RIGID INSULATION

FOUNDATION WALL

-REF FOUNDATION

DETAIL

FOOTING

-REF PLAN

TOF EL

SEE PLAN

#5 CONT

#5 VERT w/ HOOK

@18" OC (ALT LEG)

BOF EL

MATCH CONT FTG

CORNER BAR SAME

SIZE & SPACING AS

LONG BAR x 4'-0" LONG

DOWEL BAR SAME SIZE

& SPACING AS LONG

BAR x 2'-6" LONG

NEW EXISTING

#4 x 1'-0" DOWELS @ 12" OC

VERT INTO EXISTING

FOUNDATION WALL W/

HILTI HIT HY200 ADHESIVE

#4 x 1'-0" DOWELS @ 12" OC

HORIZ INTO EXISTING FOOTING

W/ HILTI HIT HY200 ADHESIVE

10/03/2016

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project No.

Building Number

Drawing No.

Dwg. of

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d on e ha lf in ch es o ne fo ot 6" th re e in ch es o ne fo ot

6"

Office of Construction and Facilities Management

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

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TSP# 03161069

CSH, ILMCSH10/03/2016

S-101

FOUNDATION PLAN, ROOF FRAMING

PLAN, & DETAILS

CANTEEN ENTRY UPGRADES

VA# 568-15-225

HOT SPRINGS, SOUTH DAKOTA

1/8" = 1'-0" F1

FOUNDATION PLAN

NORTH

1/8" = 1'-0" C1

ROOF FRAMING PLAN

NORTH

3/4" = 1'-0" F5

EXTERIOR FOUNDATION

3/4" = 1'-0" B8

BEAM/BEAM CONNECTION

3/4" = 1'-0" F6

EXTERIOR PIER FOUNDATION

1/2" = 1'-0" F8

EXTERIOR PIER/GRADE BEAM/EXISTING DRILLED PIER

3/4" = 1'-0" E6

TYPICAL STOOP DETAIL

S033-05

3/4" = 1'-0" C8

TYP WALL CORNER DETAILS

S033-01

3/4" = 1'-0" E8

FOUNDATION DOWEL DETAIL

S033-62

REVISION MARK DATE

DARRELL L.

BREN

R

EG

IS

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RED PROFESSIONAL ENG

IN

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REG. NO.

S

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DATE:

E - 5 0 1

A N N NA

SHEET SEQUENCE

NUMBER 01-99

SHEET TYPE

DESIGNATOR

DISCIPLINE

CHARACTER

MODIFIER

CHARACTER

SHEET TYPE DESIGNATORS

0 GENERAL (SYMBOLS LEGEND)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS

1 2 3 4 5 6

E2 E3 E4

C5

A4A1

A

B

C

D

E

TSP

A

B

C

D

E

1 2 3 4 5 6

DISCIPLINE CHARACTERS

S SITE

D DEMOLITION

L LIGHTING

P POWER

Y AUXILIARY

I INSTRUMENTATION

T TELECOMMUNICATION

SHEET IDENTIFICATIONELECTRICAL ABBREVIATIONS LIST

1P 1 POLE (2P, 3P, 4P, ETC.)

A AMPERE

AC AIR CONDITIONER

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT

INTERRUPTER

AHU AIR HANDLING UNIT

AIC AVAILABLE INTERRUPTING FAULT

CURRENT

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMPL AMPLIFIER

ANNUN ANNUNCIATOR

APPROX APPROXIMATELY

AQ-STAT AQUASTAT

ARCH ARCHITECT, ARCHITECTURAL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BATT BATTERY

BD BOARD

BLDG BUILDING

BMS BUILDING MANAGEMENT

SYSTEM

C CONDUIT

CAB CABINET

CAT CATALOG

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

COMB COMBINATION

CMPR COMPRESSOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR

CONTINUOUS

CONTR CONTRACTOR

CP CIRCULATING PUMP

CRT CATHODE-RAY TUBE

CT CURRENT TRANSFORMER

CTR CENTER

CU COPPER

DCP DOMESTIC WATER

CIRCULATING PUMP

DEPT DEPARTMENT

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPLOSION PROOF

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FVNR FULL VOLTAGE NON-REVERSING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI/GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GFP GROUND FAULT PROTECTOR

GND GROUND

GRS GALVANIZED RIGID STEEL

(CONDUIT)

GYP BD GYPSUM BOARD

HOA HANDS-OFF-AUTOMATIC

SWITCH

HORIZ HORIZONTAL

HP HORSEPOWER

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND

AIR CONDITIONING

HWP HYDRONIC WATER PUMP

IC INTERRUPTING CAPACITY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

I/W INTERLOCK WITH

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LOC LOCATE OR LOCATION

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MAX MAXIMUM

MAG.S MAGNETIC STARTER

M/C MOMENTARY CONTACT

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDC MAIN DISTRIBUTION CENTER

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT

SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MMS MANUAL MOTOR STARTER

MOA MULTIOUTLET ASSEMBLY

MSP MOTOR STARTER PANELBOARD

MSB MAIN SWITCHBOARD

MT MOUNT

MT.C EMPTY CONDUIT

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S

ASSOCIATION

NFDS NON-FUSED SAFETY

DISCONNECT SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

N.O. NORMALLY OPEN

NTS NOT TO SCALE

OH OVERHEAD

OL OVERLOADS

PA PUBLIC ADDRESS

PB PULL BOX

PED PEDESTAL

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

PP POWER POLE

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

(CONDUIT)

PWR POWER

QUAN QUANTITY

RCPT/RECEPT RECEPTACLE

REQD REQUIRED

RM ROOM

RSC RIGID STEEL CONDUIT

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SHT SHEET

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

S/S STOP/START PUSHBUTTONS

STA STATION

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TL TWIST LOCK

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UT UNDERGROUND TELEPHONE

UTIL UTILITY

UV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VDT VIDEO DISPLAY TERMINAL

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WG WIRE GUARD

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

Y WYE-CONNECTED

ANGLE

@ AT

DELTA

' FEET

" INCHES

# NUMBER

Ø PHASE

C CENTER LINE

P PLATE

L L

ROOM TAG

REVISION TAG

KEYNOTE TAG

SECTION TAG

DETAIL TAG

ELEVATION TAG

EXISTING WORK

NEW WORK

EXISTING ITEMS TO BE REMOVED

NAME

A1

A-301

A1

A-501

A-201A1

NORTH ARROW

MATCH LINE

SEE - - - -

A1

PLAN OR DETAIL

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

GRID COLUMN/FND GRID INDICATOR

MATCH LINE INDICATOR

DETAIL/SECTION/PLAN

INDICATOR

CONVENTIONS LEGEND

NORTH

LIGHT FIXTURE ON (EM) LIFE SAFETY BRANCH

LIGHT FIXTURE WITH EMERGENCY BALLAST

LIGHT FIXTURE ON EMERGENCY CIRCUIT

LIGHT FIXTURE ON (EM) CRITICAL BRANCH

SR

SYMBOL

LV

UE

EX

UHVE

OHE

OHT

*** DISTANCE TO HIGHEST OPERABLE PART OF EQUIPMENT

72"**

AS NOTED

CIRCUIT BREAKER PANEL

2 POLE SINGLE THROW SW.

SINGLE POLE SW.

LIGHT ON CORD REEL (TYPE DENOTED)

DIMMER SWITCH

MOMENTARY CONTACT SWITCH

OCCUPANCY SENSOR SWITCH

PUSH BUTTON

SINGLE RECEPT. (SLASH INDICATES

MOUNTING ABOVE FINISHED COUNTER)

FAN SPEED CONTROL

TIME DELAY SWITCH

SPLIT DUPLEX RECEPT.

FOURPLEX RECEPT. (SLASH INDICATES

MOUNTING ABOVE FINISHED COUNTER)

DUPLEX RECEPT. (SLASH INDICATES

MOUNTING ABOVE FINISHED COUNTER)

RECEPT ON EMERGENCY CKT (DUPLEX SHOWN)

ISOLATED GROUND RECEPT (DUPLEX SHOWN)

EQUIPMENT CONNECTION

RECEPT ON DROP CORD (DUPLEX SHOWN)

RECEPT ON CORD REEL (DUPLEX SHOWN)

FLOOR RECEPT. (DUPLEX SHOWN)

ALL DISTANCES ARE TO CENTER OF DEVICE OR EQUIPMENT UNLESS OTHERWISE NOTED.

AS NOTED

a. DISTANCE ABOVE TOP OF DOOR FRAME

J

TIMER SWITCH

AS NOTED

AS NOTED

AS NOTED

46"

46"

KEYED SW.

SW. W/PILOT

3-WAY SW.

4-WAY SW.

L

PER SCHED WALL HEATER (TYPE DENOTED)

** DISTANCE TO TOP OF EQUIPMENT OR DEVICE

PER SCHED

H2

DASHED/HEAVY SYMBOL INDICATES REMOVED

HAND OR HAIR DRYER (TYPE DENOTED)

LIGHT SYMBOL INDICATES EXISTING

SOLENOID VALVE

AS NOTED

AS NOTED

48"

48"

PER SCHED

48"

AS NOTED

H

T

H1

TC

AS NOTED

72"**

72"**

SO

R

72"**

72"**

72"**

46"

72"**

72"**

72"**

72"**

SF-1

T1

BUS DUCT WITH PLUG UN DISCONNECT (FUSED)

LIGHT LEVEL SENSOR

TIME CONTROL SWITCH (TIME SWITCH)

BASEBOARD HEATER (TYPE DENOTED)

HUMIDISTAT

THERMOSTAT

PHOTOCELL

ENCLOSED CIRCUIT BREAKER

RELAY

46"

84"

AS NOTED

84"

COMB. MOTOR STARTER (NON-FUSED)

MAG. MOTOR STARTER OR CONTACTOR

SAFETY DISC. SW. (FUSED)

SAFETY DISC. SW. (NON-FUSED)

COMB. MOTOR STARTER (FUSED)

MANUAL MTR. STR. (W/OVERLOADS)

POWER OR DISTRIBUTION PANEL

MOTOR (SEE SCHEDULE)

TRANSFORMER (TYPE DENOTED)

MOTOR HORSEPOWER RATED SWITCH

SPECIAL CABINET (TYPE DENOTED)

46"***

18"

46"

18"

DESCRIPTION

WALL MOUNTED FLOODLIGHT (TYPE DENOTED)

SURFACE MOUNTED LIGHT (TYPE DENOTED)

POLE MOUNTED LIGHT (TYPE DENOTED)

RECESSED LIGHT (TYPE DENOTED)

EXIT SIGN (TYPE DENOTED)

PENDANT OR HUNG LIGHT (TYPE DENOTED)

TRACK AND TRACK LIGHT (TYPES DENOTED)

SURFACE LIGHT (TYPE DENOTED)

STRIP LIGHT (TYPE DENOTED)

EMERGENCY BATTERY LIGHT (TYPE DENOTED)

RECESSED LIGHT (TYPE DENOTED)

POLE MOUNTED FLOODLIGHT (TYPE DENOTED)PER SCHED

PER SCHED

AS NOTED

12"*

96"

P2P1

T1S1S1

E E

EM

H

ST1

BB

G

AA

R

AS NOTED

HT AFF SYMBOL

A B

AS NOTED

AS NOTED

J J

AS NOTED X

P

HT AFF

AS NOTED

SYMBOL

SPECIAL CONNECTION (SEE SCHEDULE)

SPECIAL RECEPT. OR CONN. (SEE SCHEDULE)

JUNCTION BOX

PULL BOX

SURGERY SERVICE COLUMN

CLOCK (TYPE DENOTED)

POWER POLE (OPEN OFFICE STYLE)

MULTIOUTLET ASSEMBLY

DESCRIPTION HT AFF

GAS DETECTOR (TYPE DENOTED)

FLEXIBLE CONDUIT OR FIXTURE WHIP

12"

PROJECTOR CONTROL OUTLET

CCTV CAMERA WITH PTZ DRIVE

**** DISTANCE BELOW CEILING

WEATHERHEAD

ANTENNA

CCTV CAMERA

***** DISTANCE TO BOTTOM OF DEVICE

NURSE CALL MASTER STATION

NURSE CALL DOME LIGHT

NURSE CALL ANNUNCIATOR PANEL

NURSE CALL EQUIPMENT CABINET

NCM

AS NOTED

EQUIPOTENTIAL GROUND OUTLET

X-RAY FILM VIEWER (SEE SPECIFICATIONS)

SPEAKER (WALL OR CEILING MT.)

SPEAKER SUSPENDED FROM CEILING

S

MICROPHONE OUTLET

HORN TYPE SPEAKER

VOLUME CONTROLV

BUZZER

NFV-4x2

BELL / CHIME

CABLE TRAY (TYPE DENOTED)

COMBINATION VOICE / DATA OUTLET,

(SLASH INDICATES MOUNTING ABOVE

FINISHED COUNTER)

WALL TELEPHONE OUTLET (TYPE DENOTED)

INTERCOM OUTLET LOCATION

TELEPHONE OUTLET (TYPE DENOTED),

(SLASH INDICATES MOUNTING ABOVE

FINISHED COUNTER)

TELEVISION OUTLET

W

DOOR CONTACTS / DOOR SWITCH

CARD READER

ELECTRIC STRIKE

MOTION DETECTOR

NURSE CALL EMERG. STATION

NURSE CALL DUTY STATION

NURSE CALL STAFF STATION

NURSE CALL CODE BLUE EMERG. STATION

NURSE CALL SINGLE PATIENT STATION

NURSE CALL DUAL PATIENT STATION

E

MD

ES

KEYPAD

F.A. PULLSTATION

F.A. DOOR HOLDER

FIRE ALARM SHUT DOWN RELAY

SPRINKLER VALVE TAMPER SWITCH

SPRINKLER FLOW SWITCH

FR

CO CO

HEAT DETECTOR (TYPE & TEMP DENOTED)

HT AFF

CONDUIT TRANSITION DOWN

CONDUIT TRANSITION UP

BRANCH CIRCUIT HOME RUN

UNDERGROUND HIGH VOLTAGE ELECTRICAL

UNDERGROUND ELECTRICAL

LOW VOLTAGE POWER WIRING

EXISTING CONDUIT

OVERHEAD TELEPHONE

OVERHEAD ELECTRIC

CONDUIT EXPOSED

SURFACE RACEWAY

CONDUIT STUBBED OUT

CONDUIT CONCEALED BELOW FLOOR

CONDUIT CONCEALED IN WALL OR OVERHEAD

DESCRIPTION

FIRE ALARM CHIME

SMOKE DETECTOR

FIRE ALARM STROBE (CANDELAS)

FIRE ALARM SPEAKER W/STROBE (CANDELAS)

DUCT SMOKE DETECTOR (TYPE DENOTED)

REMOTE TEST/STATUS STATION

LINEAR HEAT DETECTOR

FIRE ALARM CHIME W/STROBE (CANDELAS)

R/F135R/F135

DESCRIPTION

FIRE ALARM HORN

FIRE ALARM HORN W/STROBE (CANDELAS)

SYMBOL

110cd F

UTILITY SERVICE POWER POLE (SITE)

GENERATOR (KVA DENOTED)25 KVA

UNDERGROUND TELEPHONEUT

UCOM UNDERGROUND COMMUNICATIONS

UTV UNDERGROUND CABLE (CATV OR CCTV)

UFIBR UNDERGROUND FIBER OPTIC

ELECTRICAL SYMBOL LEGEND

AS NOTED

46"

46"

46"

46"

46"

46"

46"

46"

46"

46"

46"

46"

18"

18"

18"

18"

18"

18"

FOURPLEX RECEPT ON EMERGENCY CIRCUIT18"

K

D

OS

MC

T

TD

F

M

P

P B

VARIABLE FREQUENCY DRIVE

SL

CP

OCCUPANCY SENSOR

IC

18"

18"

84"

84"

18"

18"

OUTLET IN FLOOR (MICROPHONE SHOWN)M

MULTI-SERVICE FLR OUTLET (TYPE DENOTED)

G

J

S

S S

S

M

P

48"***

46"

46"

46"***

46"***

46"

46"

46"***

46"***

46"***

AS NOTED

8"****

90"**

90"**

90"**

90"**

90"**

90"**

90"**

P

72"** FIRE ALARM REMOTE ANNUNCIATOR

FA ANNUN

DC

CR

MAGNETIC LOCKML

REQUEST TO EXIT

B

D

S

P

P

N N

48"*** NCC

NC ANNUN

72"**

CONDUIT SLEEVE (SIZE DENOTED)

1 KEYED NOTE (SEE SCHEDULE)

C C

F F

F S

S F

C 110cd

110cd

FIRE ALARM SPEAKER

DH

FS

TS

RE

DATA OUTLET, (SLASH INDICATES MOUNTING

ABOVE FINISHED COUNTER)

18"

AS NOTED AP WIRELESS ACCESS POINT

c84" SINGLE FACE CLOCK WALL MOUNTED c84" DOUBLE FACE CLOCK WALL MOUNTED2

P

E

VFD

TV

C

F

S

F

FIRE ALARM STROBE, CEILING

MOUNTED

FIRE ALARM HORN / STROBE, CEILING

MOUNTED

FIRE ALARM STROBE SPEAKER, CEILING

MOUNTED

FIRE ALARM STOBE WITH CHIME, CEILING

MOUNTED

78"** FIRE ALARM CONTROL PANEL

FACP

FIRE ALARM SPEAKER, CEILING

MOUNTEDFA

S

72"** LIFE SAFETY CIRCUIT BREAKER PANEL

72"** CRITICAL CIRCUIT BREAKER PANEL

72"** EQUIPMENT CIRCUIT BREAKER PANEL

GFI DUPLEX RECEPT. (SLASH INDICATES

MOUNTING ABOVE FINISHED COUNTER)

18"

GFI FOURPLEX RECEPT. (SLASH INDICATES

MOUNTING ABOVE FINISHED COUNTER)

18"

D

CP

a

A2

12b

E

16c d

D600 e

1,3,5

SF-1

2,4,6

7,9 H1

T1

LPN-102

ELECTRICAL SYMBOL NOTES

THE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER.

THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER.

THE SWITCH DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE 1: LIGHTING FIXTURE TYPE "A" IS CONNECTED TO CIRCUIT 12 AND CONTROLLED

BY SWITCH "b".

EXAMPLE 2: THE FIXTURE TYPE SHOWN AS A NUMERATOR INDICATES ALL LIGHTING

FIXTURES IN THE ROOM OR SPACE ARE THE SAME TYPE. THE CIRCUIT NUMBER AND SWITCH

DESIGNATION SHOWN AS A DENOMINATOR INDICATES ALL LIGHTING FIXTURES IN THE ROOM

OR SPACE ARE CONNECTED TO THE SAME CIRCUIT, CONTROLLED BY THE SAME SWITCHES,

CENTER/OUTBOARD MULTILEVEL SWITCHING.

EXIT LIGHTS. STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING MOUNTING.

SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES DIRECTIONAL ARROW

ON ILLUMINATED FACE(S). THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER. EXAMPLE:

THE WALL MOUNTED EXIT LIGHT TYPE "E" WITH SINGLE FACE AND DIRECTIONAL ARROW IS

CONNECTED TO CIRCUIT 14.

DEVICES. THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER. THE SWITCH

DESIGNATION IS INDICATED BY A LOWER CASE LETTER. EXAMPLE: SPLIT DUPLEX

RECEPTACLE IS CONNECTED TO CIRCUIT 16 AND ONE RECEPTACLE OUTLET IS

CONTROLLED BY SWITCH "c".

THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE: SINGLE POLE SWITCH "d" TO CONTROL LIGHTING FIXTURES INDICATED BY "d".

WALL BOX DIMMER WITH SIZE AS INDICATED AT DEVICE. EXAMPLE: 600 WATT WALL BOX

DIMMER TO CONTROL LIGHTING FIXTURES INDICATED BY "e". SEE SPECIFICATIONS FOR

WATTAGE IF NOT INDICATED.

SPECIAL /RECEPT CONNECTIONS. THE EQUIPMENT IS INDICATED BY A NUMBER IN A

CIRCLE. SEE THE MOTOR AND EQUIPMENT SCHEDULE OR AS NOTED FOR THE LOAD

DESCRIPTION AND TYPE OF RECEPT/CONNECTION. THE CIRCUIT DESIGNATION IS

INDICATED BY A NUMBER(S) ADJACENT TO THE SYMBOL. EXAMPLE: EQUIPMENT NO. 1; 3

PHASE CONNECTION TO CIRCUITS 1, 3, 5.

MOTOR CONNECTIONS. THE MOTOR IS INDICATED BY A NUMBER WITHIN OR CHARACTERS

ADJACENT TO THE MOTOR SYMBOL. SEE THE MOTOR AND EQUIPMENT SCHEDULE FOR THE

MOTOR DESCRIPTION AND ELECTRICAL REQUIREMENTS. THE CIRCUIT DESIGNATION IS

INDICATED BY A NUMBER(S) ADJACENT TO THE SYMBOL. EXAMPLE: MOTOR SF-1; 3 PHASE

CONNECTION TO CIRCUITS 2, 4, 6.

ELECTRIC HEATER CONNECTIONS. THE HEATER TYPE IS INDICATED BY A NUMBER

FOLLOWING THE UPPER CASE LETTER "H". SEE THE HEATER SCHEDULE FOR

ELECTRICAL REQUIREMENTS. THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER(S)

ADJACENT TO THE HEATER. EXAMPLE: ELECTRIC BASEBOARD HEATER TYPE "H1"

CONNECTED TO CIRCUITS 7, 9.

TRANSFORMERS. THE TRANSFORMER TYPE IS INDICATED BY A NUMBER FOLLOWING THE

UPPER CASE LETTER "T". SEE THE TRANSFORMER SCHEDULE OR THE SINGLE LINE

DIAGRAM FOR THE TRANSFORMER DESCRIPTION AND REQUIREMENTS. EXAMPLE:

TRANSFORMER TYPE "T1".

PANELBOARDS. PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING SIDE OF

RECESSED PANELBOARDS. SEE PANELBOARD IDENTIFICATION FOR DESIGNATION CODES.

SPECIAL NOTE. SEE THE SPECIAL NOTES ON THAT SHEET FOR THE NOTE NUMBER

INDICATED IN THE HEXAGON.

CONDUIT RUN CONCEALED IN CEILING OR WALL CONSTRUCTION.

HOME RUN TO BRANCH CIRCUIT PANELBOARD. THE PANELBOARD DESIGNATION IS SHOWN

ADJACENT TO THE HOME RUN ARROW AS A NUMERATOR AND THE CIRCUIT DESIGNATION IS

SHOWN AS THE DENOMINATOR. CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE

SHOWN IN THE PANELBOARD SCHEDULE WITH THE CORRESPONDING PANELBOARD AND

CIRCUIT DESIGNATION. EXAMPLE: HOME RUN TO PANELBOARD LPN-102; CIRCUITS 1, 3, 5.

SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS INDICATE A UNIT

TYPE. SEE APPROPRIATE SCHEDULE OR SPECIFICATIONS.

* P2D/I * 2aba

LPN-102

1,3,5

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project No.

Building Number

Drawing No.

Dwg. of

VA FORM 08-6231

o n e e ig h th i n 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 i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

Office of Construction and Facilities Management

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

A

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TSP# 03161069

JRBDLB10/03/2016

E-001

ELECTRICAL SYMBOLS, ABBREVIATIONS,

AND GENERAL NOTES

CANTEEN ENTRY UPGRADES

VA# 568-15-225

HOT SPRINGS, SOUTH DAKOTA

SHEET INDEX - ELECTRICAL

D D

I s s u e

C D

I s s u e

SHEET # SHEET NAME

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

E-101 ELECTRICAL PLANS

10/03/2016REVISION MARK DATE

DARRELL L.

BREN

R E

G

IS

TE

RED PROFESSIONAL ENG

IN

E ER

REG. NO.

S

O

U TH D A KO

T

A

DATE:

KEY NOTES:

KEY NOTES:

M D

120V, Single Phase - Maximum Conductor Length (feet) for < 3% Voltage Drop

Circuit Breaker Ampacity

Maximum Circuit Current (A)

MAXIMUM CONDUCTOR LENGTH (FEET)

#12 #10 #8 #6 #4 #3

15 12 75 120 190 300 480 600

12 75 120 190 300 480 600

16 55 90 140 225 360 450

30 24 - 60 95 150 240 300

40 32 - - 70 110 180 225

50 40 - - - 90 145 180

60 48 - - - - 120 150

XB

XA

X2X1 X3 X4 X5 X6

A

AA

AA

AA

NEW CANOPY

VEST.

LIGHTING PLAN

1. PROVIDE TYPE AA FIXTURE, BASIS OF DESIGN: EATON ASYX-DP-S2-OD-D-W-L40-1-UNV-B-C-12-STD

OR APPROVED EQUIVALENT. PROVIDE NEW ASTRONOMICAL TIME CLOCK AND PHOTOCELL FOR

CONTROL OF NEW CANOPY LIGHTS. INSTALL ASTONOMICAL TIME CLOCK ADJACENT TO PANEL 5- NAB-2 AND INTERFACE WITH PHOTOCELL. INSTALL PHOTOCELL ON EXTERIOR WALL ADJACENT TO PANEL 5-NAB-2. PROVIDE CIRCUIT FROM EXISTING SPARE CIRCUIT BREAKER 14 IN EXISTING

PANEL 5-NAB-2. SEE DETAIL C6, THIS SHEET, FOR LOCATION OF PANEL 5-NAB-2.

2. PROVIDE TYPE A FIXTURE, BASIS OF DESIGN: PHILIPS 2EVG48L835-4-D-UNV-DIM OR APPROVED

EQUIVALENT. THIS FIXTURE SHALL BE CONTROLLED WITH LIGHTING INTERIOR TO VESTIBULE

101. EXTEND EXISTING LIGHTING CIRCUIT FROM INTERIOR TO FIXTURE IN VESTIBULE.

3. PROVIDE 120V CONNECTION TO NEW POWER ASSISTED DOOR OPERATOR. WIRELESS PUSH PAD CONTROLS FURNISHED BY GENERAL CONTRACTOR, INSTALLED BY DIVISION 26. PROVIDE CIRCUIT

FROM SPARE BREAKER 16 IN EXISTING PANEL 5-NAB-2. SEE DETAIL C6, THIS SHEET, FOR

LOCATION OF PANEL 5-NAB-2.

4. RELOCATED CANOPY LIGHT FIXTURE. MOUNT AND CENTER FIXTURE BETWEEN NEW VESTIBULE

AND EXISTING STAIRS. EXTEND EXISTING CIRCUIT TO NEW LOCATION.

5. CONFIRM ROUTING OF NEW BRANCH CIRCUITS FOR CANOPY LIGHTING AND POWER ASSISTED

DOOR OPERATOR ON SITE PRIOR TO BID.

ELEC DEMO PLAN

1. EXISTING CANOPY LIGHT FIXTURE TO REMAIN.

2. EXISTING EXTERIOR WALL PACK LIGHT FIXTURE TO REMAIN.

3. DISCONNECT AND REMOVE EXISTING CANOPY LIGHT FIXTURE THAT IS IN LOCATION OF NEW VESTIBULE 101. FIXTURE TO BE RELOCATED. SEE DETAIL F1, KEYNOTE 4, THIS SHEET, FOR NEW

LOCATION.

4. EXISTING VESTIBULE AIR CURTAIN. TO REMAIN.

5. EXISTING POWER ASSISTED DOOR TO REMAIN.

6. EXISTING MOTION DETECTOR FOR CONTROL OF EXISTING POWER ASSISTED DOOR TO REMAIN.

XB

XA

X2X1 X3 X4 X5 X6

EXISTING CANOPY

EXISTING CANOPY

96"

EXISTING PANEL 5-NAB-2

(LOCATED IN BASEMENT)

NEW CANOPY

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project No.

Building Number

Drawing No.

Dwg. of

VA FORM 08-6231

o n e e ig h th i n 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 i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

Office of Construction and Facilities Management

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

A

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F

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A

C

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TSP# 03161069

JRBDLB10/03/2016

E-101

ELECTRICAL PLANS CANTEEN ENTRY UPGRADES

VA# 568-15-225

HOT SPRINGS, SOUTH DAKOTA

1/8" = 1'-0" F1

FIRST LEVEL ELECTRICAL PLAN

1/8" = 1'-0" C1

FIRST LEVEL ELECTRICAL DEMOLITION PLAN

1" = 20'-0" C6

SITE PLAN - ELECTRICAL

NORTH

NORTHNORTH

10/03/2016REVISION MARK DATE