Attachemnt 2 - TOWER-AS-BUILT DRAWINGS-Example.pdf

SHEET INDEX:

G-001 - COVER SHEET & INDEX SHEET 1 OF 13

G-002 - PROJECT LOCATION SHEET 2 OF 13

A-101 - FLOOR, ROOF PLAN & ELEVATIONS SHEET 3 OF 13

A-301 - CROSS SECTIONS SHEET 4 OF 13

S0 - STRUCTURAL GENERAL NOTES SHEET 5 OF 13

S1 - FOUNDATION PLAN AND DETAILS SHEET 6 OF 13

S2 - FRAMING PLAN AND DETAILS SHEET 7 OF 13

S3 - ROOF FRAMING PLAN AND DETAILS SHEET 8 OF 13

S4 - STAIR ELEVATIONS AND DETAILS SHEET 9 OF 13

S5 - BUILDING ELEVATIONS AND DETAILS SHEET 10 OF 13

E-101 - ELECTRICAL PLAN SHEET 11 OF 13

X-101 - BACKLESS BENCHES SHEET 12 OF 13

X-201 - COUNTERTOP SHEET 13 OF 13

AS-BUILT DRAWINGS

CLOSE QUARTERS MARKSMANSHIP

(C.Q.M.) TOWER

FORT WAINWRIGHT, ALASKA

SHEET

REFERENCE

NUMBER:

V E

T E

R A

N S

R

A N

G E

O L

U T

I O

N S

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T

G

I N

E E

R A

R C

H I T

E

D

T

E

D R

A W

I N

G

C

O D

E

S C

A L

E

D A

T E

S Y

M B

O L

R E

V I S

I O

N S

D E

S C

R I P

T I O

N

A P

P R

D

A T

E

SHEET OF

B

D

C

F

E

A

543 7

8 96

G E

A

V E

T E

R A

N

L

U T

I O

N S

O

K

M

A

D O

W

L

A N

E

F R

E D

E R

I C

K S

B U

R G

V

A

B P

G E

A

V R

S

H O

W N

G-001

C Q

M

T

O W

E R

F O

W

I N

W R

I G

H T

A

L A

S K

A

C O

V E

R

P

A G

I

D

X

SHEET

REFERENCE

NUMBER:

VE

TE

R

AN

S R

AN

G

E

SO

LU

TI

O N

S D

ES

IG

N

ED

B Y:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

PR

O

JE

C

T

EN

G

IN

EE

R

/A R

C H

IT

EC

AT

E

D R

AW

IN

G C

O D

E:

SC

AL

E:

D

AT

E:

SY

M

BO

L R

EV

IS

IO

N

S D

ES

C

R

IP

TI

O

N

AP

PR

D

AT

E

SHEET OF

B

D

C

F

E

A

543 721 8 96

G

EA

/0

7/

VE

TE

R

AN

S R

AN

G

E

SO

LU

TI

O N

S

O

AK

M

EA

D O

W L

AN

E

FR

ED

ER

IC

KS

BU

R G

, V A

0-

2-

BPG

EA

VR

S

AS

S

H O

W N

G-002

C .Q

.M . T

O W

ER

FO

R T

W

AI

N W

R

IG

H T, A

LA

SK

A

PR

O

JE

C

T

LO

C

AT

IO

N

AutoCAD SHX Text

PROJECT LOCATION

3'0"x7'0"x1 3/4" 3

8'-0"

LTI A IHM

FLOOR/BASEROOM NO.

ROOM NAME

NO.

ROOM FINISH SCHEDULE

CLG. HT.WALLS CEILING

1/A103

DOOR & FRAME SCHEDULE

RATG.SIZE

DOORS

GLAZ.

1/A103

FRAMES

HEADTYPETYPE

1/A103

JAMB SILL

DETAILS

NO.

HDWE.

SET

TOWER

DOOR AND WINDOW TYPES:

ROOF PLAN

3/4" PLYWOOD

LINOLEUM/

FLOOR PLAN

ELEVATION ELEVATION

ELEVATION

REFLECTED CEILING PLAN

IHM-INSULATED HOLLOW METAL

LTI-LAMINATED/TEMPERED INSULATED GLASS

ELEVATION

DOOR WILL HAVE A GRADE 1 LEVER LOCKSET THAT IS BEST

LOCK COMPATIBLE. EACH DOOR WILL HAVE A DOOR CLOSER

KIT, UNIVERSAL, GRADE 1, SPRING 1-4.

GWB CEILING

PAINTED 5/8"

COUNTER TOP

PLACED FROM FFE TO 4' AFF

PAINTED 1/2" MDO PANEL OVER 5/8" GWB

PLACED 4' AFF AND ABOVE

PAINTED 5/8" GWB

SHEET

REFERENCE

NUMBER:

V E

T E

R A

N

L

U T

I O

N S

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

P R

O J E

G

I N

E E

R A

R C

H I T

E

T

E

D R

A W

I N

G

C

O D

E

S C

A L

E

D A

T E

S Y

M B

O L

R E

V I S

I O

N S

D E

S C

R I P

T I O

N

A P

P R

D

A T

E

SHEET OF

B

D

C

F

E

A

543 7

8 96

G E

A

V E

T E

R A

N

L

U T

I O

N S

O

A

D O

W

L

A N

E

F R

E D

E R

I C

K S

B U

R G

V

A

B P

G E

A

V R

S

O

W N

A-101

C Q

M

T

O W

E R

F O

I N

W R

I G

H T

A

L A

S K

A

F L

O O

O

F

P

L A

L E

V A

T I O

N S

H

E D

U L

E S

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text

SCALE 1/4" =1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1/4" =1'-0"

AutoCAD SHX Text

FLUSH METAL

AutoCAD SHX Text

DOOR/2'X2' GLASS

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text A101

AutoCAD SHX Text A301

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

%%UTOWER

AutoCAD SHX Text

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

185 SQ. FT.

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text %%uLEGEND:

AutoCAD SHX Text A

AutoCAD SHX Text 1/4" =1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text B

AutoCAD SHX Text 1/4" =1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text D

AutoCAD SHX Text 1/4" =1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

TRIM

AutoCAD SHX Text

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

AutoCAD SHX Text

%%UCEILING LEGEND:

AutoCAD SHX Text

AutoCAD SHX Text

LIGHT FIXTURE

AutoCAD SHX Text

SEE ELECTRICAL

AutoCAD SHX Text

AutoCAD SHX Text

FACTORY FINISHED METAL

AutoCAD SHX Text

SOFFIT PANELS

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET

AutoCAD SHX Text

(FIRE EXTINGUISHER N.I.C.)

AutoCAD SHX Text

AutoCAD SHX Text

WALL WITH METAL SIDING

AutoCAD SHX Text

EXTERIOR INSULATED STUD

AutoCAD SHX Text

AutoCAD SHX Text

PAINTED 5/8" GWB CEILING

AutoCAD SHX Text

AutoCAD SHX Text

WINDOW UNIT

AutoCAD SHX Text B

AutoCAD SHX Text

ALUM. FIXED

AutoCAD SHX Text

METAL ROOF

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 3:12

AutoCAD SHX Text

@ EAVES

AutoCAD SHX Text

SNOW GUARDS

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text C

AutoCAD SHX Text 1/4" =1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

24 GAUGE

AutoCAD SHX Text

COUNTER

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text A-101

AutoCAD SHX Text A101

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

COUNTER SUPPORT BRACKET

AutoCAD SHX Text

1.25" LAMINATED COUNTER TOP

AutoCAD SHX Text

7'-0" AFF

AutoCAD SHX Text

WINDOW UNIT

AutoCAD SHX Text

ALUM. SLIDING

AutoCAD SHX Text

7'-0" AFF

AutoCAD SHX Text A

AutoCAD SHX Text

FEC

AutoCAD SHX Text

STAIRS UP

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

SNOW GUARDS

AutoCAD SHX Text

HAND RAILS

AutoCAD SHX Text

STEEL GRATING

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

FASCIA TRIM

AutoCAD SHX Text

METAL SIDING

AutoCAD SHX Text

24 GA. RED

AutoCAD SHX Text

METAL ROOF

AutoCAD SHX Text

24 GAUGE GREEN

AutoCAD SHX Text

HAND RAILS

AutoCAD SHX Text

STEEL GRATING

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

VENTED METAL SOFFIT

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 3:12

AutoCAD SHX Text

8'X4' FIXED WINDOW

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

SLIDER

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

SLIDER

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

METAL SIDING

AutoCAD SHX Text

24 GA. RED

AutoCAD SHX Text

METAL ROOF

AutoCAD SHX Text

24 GAUGE GREEN

AutoCAD SHX Text

2" WIDE X 1/4" THICK PLATE

WELDED TO BOTH HANDRAILS (TYP)

BUILDING SECTION SHEET

REFERENCE

NUMBER:

V E

T E

R A

N

L

U T

I O

N S

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

P R

O J E

G

I N

E E

R A

R C

H I T

E

T

E

D R

A W

I N

G

C

O D

E

S C

A L

E

D A

T E

S Y

M B

O L

R E

V I S

I O

N S

D E

S C

R I P

T I O

N

A P

P R

D

A T

E

SHEET OF

B

D

C

F

E

A

543 7

8 96

G E

A

V E

T E

R A

N

L

U T

I O

N S

O

A

D O

W

L

A N

E

F R

E D

E R

I C

K S

B U

R G

V

A

B P

G E

A

V R

S

O

W N

C Q

W

E R

F O

I N

W R

I G

H T

A

L A

S K

A

C R

O S

S

S

E C

T I O

N S

A-301

AutoCAD SHX Text A301

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text

R 21 BATT

AutoCAD SHX Text

RETARDER BETWEEN WOOD TRUSSES

AutoCAD SHX Text

CONTINUOUS 6 MIL VAPOR

AutoCAD SHX Text

AND PAINTED 5/8" GWB CEILING

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 3/4" =1'-0"

AutoCAD SHX Text

METAL SIDING

AutoCAD SHX Text 2x6 WOOD STUDS

AutoCAD SHX Text

- SEE STRUCT

AutoCAD SHX Text

COLUMN -

AutoCAD SHX Text

SEE STRUCT

AutoCAD SHX Text

24 GAUGE

AutoCAD SHX Text

PAINTED 1/2" MDO OVER GWB

AutoCAD SHX Text

PLACED FROM FFE TO 4' AFF

AutoCAD SHX Text

RETARDER BETWEEN WOOD

AutoCAD SHX Text

CONTINUOUS 6 MIL VAPOR

AutoCAD SHX Text

STUDS AND GWB

AutoCAD SHX Text

SHEATHING

AutoCAD SHX Text

1/2" CDX

AutoCAD SHX Text

INSULATION

AutoCAD SHX Text

5/8" PAINTED GWB

AutoCAD SHX Text

FROM FFE TO CEILING

AutoCAD SHX Text

2"X8" FLOOR JOISTS

AutoCAD SHX Text

3/4" PLYWOOD BASE

AutoCAD SHX Text

LINOLEUM FLOORING OVER

AutoCAD SHX Text @ 2'-0" O.C. -

AutoCAD SHX Text

WOOD TRUSSES

AutoCAD SHX Text

SEE STRUCTURAL

AutoCAD SHX Text

UNDERLAYMENT

AutoCAD SHX Text

ON PLYWOOD DECK

AutoCAD SHX Text

ON ROOFING

AutoCAD SHX Text

METAL ROOF

AutoCAD SHX Text

PANELS

AutoCAD SHX Text

FACTORY FINISH

AutoCAD SHX Text

METAL SOFFIT

AutoCAD SHX Text

FACTORY FINISH

AutoCAD SHX Text

METAL CLAD

AutoCAD SHX Text

WOOD FASCIA

AutoCAD SHX Text

R 38 BATT

AutoCAD SHX Text

SEE STRUCTURAL

AutoCAD SHX Text

24 GAUGE

AutoCAD SHX Text

INSULATION

AutoCAD SHX Text

R30 BATT INSULATION

BETWEEN FLOOR JOISTS

11 Dec 2020

S4

Stair Landing Detail3

S4

NTS

MV1:16

Stair Framing Plan1

S4

NTS MV1:64

Stringer & Tread Detail2

S4

NTS MV1:64

Concrete Pad Detail4

S4

3/4" = 1'-0" MV1:16

Stair Framing Detail5

S4

NTS

MV1:64

Stair Framing Detail6

S4

NTS

MV1:64

SHEET OF

S4

STAIR

ELLEVATION

AND

DETAILS

REVDATE

REV#

Ft

. W ai nw rig ht , A la sk a

REVDATE

revision date

JOBNO.

CHECKER

DATE

DRAWNBY

job no.

REV#

number drawn by chk'd date

Ft . W ai nw rig ht

CQ

T ow er

AR

TI

N

EN

GI

NE

ER

IN

G, AutoCAD SHX Text

C12 X 20.7 STRINGER

AutoCAD SHX Text

T.O. CONCRETE

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

T.O. CONCRETE

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

T.O. STEEL

AutoCAD SHX Text

ELEV. = 109'-0"

AutoCAD SHX Text

SEE DETAIL 2/S4

AutoCAD SHX Text

TOWER & STAIR LANDING CONCRETE FOOTING SEE DETAILS 1/S1 & 2/S1

AutoCAD SHX Text

UPPER LANDING CONCRETE FOOTING SEE DETAILS 1/S1 & 4/S4

AutoCAD SHX Text NOTE: CONTRACTOR TO FIELD DETERMINE/VERIFY ALL DIMENSIONS BEFORE FABRICATING STAIRS.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

STRINGER TO BEAM CONNECTIONS, SEE 6/S4

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

1/2" PLATE, WELD TO BOTTOM

AutoCAD SHX Text

FLANGE AND WEB OF STAIR STRINGER

AutoCAD SHX Text

W/ 1/4" FILLET WELD

AutoCAD SHX Text

3/8" END CAP WELD TO STRINGER W/ 1/4" FILLET WELD

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text ANGLE 3X3X1/2", WELD TO WEB OF STAIR STRINGER W/ 1/4" FILLET WELD ON (3) SIDES OF ANGLE AND BOLT TO CONCRETE LANDING W/ 1/2" STAINLESSSTEEL HILTI KH-EZ SCREW ANCHOR W/2.5" EMBED INTO CONCRETE

AutoCAD SHX Text

T.O. CONCRETE

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

C12 X 20.7 STRINGER

AutoCAD SHX Text

5/8" HOLE

AutoCAD SHX Text

T.O. CONCRETE

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

PLATE 1/2" X 12 X 1'-0"

AutoCAD SHX Text H.S.S. 6X6X3/8"

AutoCAD SHX Text 1/4

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text H.S.S. 6X6X3/8"

AutoCAD SHX Text

SIZE HOLES FOR 1/2" STAINLESS STEEL HILTI KH-EZ SCREW ANCHORS

AutoCAD SHX Text MOUNT BASE PLATE TO CONCRETE WITH 1/2" STAINLESS STEEL HILTIKH-EZ SCREW ANCHORS W/MIN EMBED OF 2.5"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text

#4 @ 12" O.C. EACH WAY, TOP & BOTTOM OF FOOTING

AutoCAD SHX Text

MATCH BOTTOM OF FOOTING TO BOTTOM OF FOOTING OF TOWER SUPPORT COLUMNS

AutoCAD SHX Text 11"

AutoCAD SHX Text 11"

AutoCAD SHX Text

C12 X 20.7 STRINGER

AutoCAD SHX Text BOLT EACH END OF GRATING PACIFIC STAIR TREAD TO C12 STRINGER W/ (2) 1/2" THRUBOLTS PER MANUFACTURER

AutoCAD SHX Text STAIR TREADS ARE GRATING PACIFIC 19 SPACE - 12 1/8" DEEP 1 1/4" X 3/16" GALVANIZED SERRATED STAIR TREADS

AutoCAD SHX Text NOTE: CONTRACTOR TO FIELD DETERMINE/VERIFY ALL DIMENSIONS BEFORE FABRICATING STAIRS.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1/8

AutoCAD SHX Text

3/8" SOLIDSTEEL DOWEL

AutoCAD SHX Text

CENTER RAILING

AutoCAD SHX Text

ON TOP FLANGE

AutoCAD SHX Text

OF CHANNEL

AutoCAD SHX Text

1.5" STEEL HANDRAIL WHERE REQUIRED

AutoCAD SHX Text 1/8

AutoCAD SHX Text

COPE CHANNEL

AutoCAD SHX Text

TOP FLANGE

AutoCAD SHX Text C12 X 20.7

AutoCAD SHX Text

COPE

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text CONNECTION KEY NOTES: ANGLE 4x4x " x 8" LONG. WELD TOP, SIDE AND BOTTOM EDGE OF ANGLE LEG 38" x 8" LONG. WELD TOP, SIDE AND BOTTOM EDGE OF ANGLE LEG TO FACE OF C12 WEB WITH " FILLET WELD. WELD TOP, SIDE AND BOTTOM 14" FILLET WELD. WELD TOP, SIDE AND BOTTOM EDGE OF OPPOSITE LEG TO FACE OF W12x26 STAIR HEADER WEB WITH " 14" FILLET WELD. ANGLE 4x4x " X 8" LONG. WELD TOP, SIDE AND BOTTOM EDGE OF ANGLE TO 38" X 8" LONG. WELD TOP, SIDE AND BOTTOM EDGE OF ANGLE TO FACE OF W12x26 STAIR HEADER WEB WITH " WELD. BOLT OTHER LEG OF 14" WELD. BOLT OTHER LEG OF ANGLE TO W12x26 BEAM WITH (2) - " BOLTS AS SHOWN IN DETAIL 3/S2.34" BOLTS AS SHOWN IN DETAIL 3/S2.

AutoCAD SHX Text W12x26 STAIR HEADER

AutoCAD SHX Text W12x26 BEAM

AutoCAD SHX Text

GUARD RAIL/HAND RAIL NOT SHOWN FOR CLARITY

AutoCAD SHX Text sub-consultant:

AutoCAD SHX Text www.mei6482.com

AutoCAD SHX Text

1985 GILMORE TRAIL

AutoCAD SHX Text ph: (907) 458-7013

FAIRBANKS, ALASKA 99712

GENERAL NOTES

South Building Elevation1

S5

NTS

MV1:24

North Building Elevation2

S5

NTS

MV1:24

East Building Elevation3

S5

NTS

MV1:24

West Building Elevation4

S5

NTS MV1:24

SHEET OF

S5

BUILDING

ELEVATION

AND

DETAILS

REVDATE

REV#

Ft

. W ai nw rig ht , A la sk a

REVDATE

revision date

JOBNO.

CHECKER

DATE

DRAWNBY

job no.

REV#

number drawn by chk'd date

Ft . W ai nw rig ht

CQ

T ow er

AR

TI

N

EN

GI

NE

ER

G, AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8'-0"x 4'-0" WINDOW

AutoCAD SHX Text CONTRACTOR TO ENSURE INSTALLED HEIGHT OF LIGHTS IS 6" BELOW PEAK OF ROOF. DO NOT EXCEED A COLUMN HEIGHT OF 9'-6" FROM TOP OF STEEL DECK TO BOTTOM OF LIGHT

AutoCAD SHX Text VAPOR BARRIER, INSULATION, INTERIOR AND EXTERIOR FINISHES, SIDING, ROOFING AND FLASHING BY CONTRACTOR. STAIRS TO CQM TOWER PLATFORM ARE ONLY SHOWN COMPLETELY ON THE NORTH ELEVATION OF THE BUILDING.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

LIGHT SUPPORT COLUMN IS INTEGRAL WITH GUARD RAIL, TYP. 2 LOCATIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3'-0" x 7'-0" DOOR W/ 2'-0" X 2'-0" LIGHT

AutoCAD SHX Text

C12 X 20.7 STRINGER

AutoCAD SHX Text

T.O. CONCRETE

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

T.O. CONCRETE

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

T.O. STEEL

AutoCAD SHX Text

ELEV. = 109'-0"

AutoCAD SHX Text

SEE DETAIL 2/S4

AutoCAD SHX Text

SEE DETAIL 4/S4

AutoCAD SHX Text

SEE DETAILS 1/S1 AND 3/S4 THIS AREA

AutoCAD SHX Text

T.O. PLYWOOD DECK

AutoCAD SHX Text

ELEV. = 109'-8 1/2"

AutoCAD SHX Text

T.O. WALL TOP PLATE

AutoCAD SHX Text

ELEV. = 117'-8"

AutoCAD SHX Text 3'-0" x 4'-0" WINDOW

AutoCAD SHX Text

STAIRS NOT SHOWN IN THIS ELEVATION

AutoCAD SHX Text 3'-0" x 4'-0" WINDOW

AutoCAD SHX Text

STARIS NOT SHOWN IN THIS ELEVATION

AutoCAD SHX Text sub-consultant:

AutoCAD SHX Text www.mei6482.com

AutoCAD SHX Text

1985 GILMORE TRAIL

AutoCAD SHX Text ph: (907) 458-7013

FAIRBANKS, ALASKA 99712

ELECTRICAL FLOOR PLAN - ROC TOWER

VERIFY CEILING TYPE PRIOR TO ORDERING FIXTURE.

REMARKS:

LIGHTING FIXTURE SCHEDULE

SYMBOL FIXTURE TYPE

LAMP(S)

No. SPEC. TYPE

MOUNTING

WATTS

INPUT

VOLTS LUMINAIRE DESCRIPTION REMARKS

GENERAL NOTES:

1.

TO ENSURE MATCHING COLOR & APPEARANCE, ALL LAMPS SHALL BE FROM THE SAME MANUFACTURER. LAMPS SHALL HAVE COLOR TEMPERATURE 3500K UNLESS OTHER WISE NOTED.

CIRCUITING

SWITCH SCHEDULE

TYPE DESCRIPTION

LINE VOLTAGE

SINGLE-POLE H.D. WALL SWITCH

INTERIOR WHITE LIGHTS

LINE VOLTAGE

SINGLE-POLE H.D. WALL SWITCH

EXTERIOR WHITE LIGHTS

S

IN

S

EX

1 LED 19120EXTERIOR WHITE LIGHT FIXTURE LED

5000K

CEILING/WALL

3 LED 19120INTERIOR/EXTERIOR RED LIGHT LED

5000K

CEILING/WALL

VAPORPROOF DIE-CAST ALUMINUM

HOUSING, EXTRUDED ALUMINUM HEAT

SINK. FROSTED GLOBE.

VAPORPROOF DIE-CAST ALUMINUM

HOUSING, EXTRUDED ALUMINUM HEAT

SINK. RED GLOBE.

S

RD

LINE VOLTAGE

SINGLE-POLE H.D. WALL SWITCH

ALL RED LIGHTS

4 LED 19120

INTERIOR WHITE LIGHT FIXTURE LED

5000K

CEILING/WALL VAPORPROOF DIE-CAST ALUMINUM

HOUSING, EXTRUDED ALUMINUM HEAT

SINK. FROSTED GLOBE.

FIXTURE

HL P

0 H2

5UL

24" LONG, 5/8" THICK

TAPERED AIR TERMINAL

AIR TERMINAL BASE

MOUNTED HORIZONTALLY

CABLE FASTENER

#2 AWG BARE COPPER

STRANDED CONDUCTOR.

AIR TERMINAL DETAIL

OUTDOOR LIGHTING TO BE WET LISTED TO -40°F.

1. PROVIDE GUARDS ON SWITCHES THAT CONTROL

"WHITE" LIGHTS TO PREVENT ACCIDENTAL ACTIVATION, TYP

2. ELECTRIC PANEL TO BE GROUNDED

3. MAIN SERVICE DISCONNECT BY UTILITY COMPANY

4. LEAVE SLACK WIRE FOR DISCONNECT SWITCH IN

PANEL. CONNECTION BY UTILITY COMPANY.

5. ALL RECEPTACLES SHALL BE GFCI COMPIANT.

6. THE FOUR EXTERIOR RECEPTACLES WILL BE LOCATED AT

GROUND LEVEL ON THE FOUR COLUMNS.

SYMBOL LEGEND

EXTERIOR WHITE LIGHT

INTERIOR WHITE LIGHT

INTERIOR/EXTERIOR RED LIGHT

SWITCH

QUADPLEX RECEPTACLE

GFCI W.P. QUADPLEX REC.

EMERGENCY LIGHT

2 LED 500120HIGH INTENSITY DOWN RANGE LED

5000K

POLE MOUNT VAPORPROOF DIE-CAST ALUMINUM

HOUSING, WITH LENS FRAME

LIGHTS

PUBLIC ADDRESS SYSTEM PLAN - ROC TOWER

1. SPEAKERS SHALL BE 9" DIAMETER HORN SPEAKERS

- BOGEN MODEL SPT 15A OR EQUAL

2. CONTRACTOR SHALL ONE AMPLIFIER AND ONE

MICROPHONE BOTH LOCATED IN TOWER

DR

LINE VOLTAGE

SINGLE-POLE H.D. WALL SWITCH

EXTERIOR DOWN RANGE LIGHTS

S

LIGHTNING PROTECTION SLEEVE DETAIL

3/4" SCH. 40

CONDUIT SLEEVE

1/0 STRANDED

COPPER

EXOTHERMIC WELD

TO COPPER

GROUND ROD

CONCRETE FOOTER

HSS COLUMN

3/4" SCH. 40

CONDUIT SLEEVE

EMERGENCY LIGHT

PANEL SCHEDULE

2 LED 2.4120 LED

5000K

WALL LITHONIA ELM2L, AIMABLE OPTICS

SHEET

REFERENCE

NUMBER:

V E

T E

R A

N

L

U T

I O

N S

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

P R

O J E

G

I N

E E

R A

R C

H I T

E

T

E

D R

A W

I N

G

C

O D

E

S C

A L

E

D A

T E

S Y

M B

O L

R E

V I S

I O

N S

D E

S C

R I P

T I O

N

A P

P R

D

A T

E

SHEET OF

B

D

C

F

E

A

543 7

8 96

G E

A

V E

T E

R A

N

L

U T

I O

N S

O

A

D O

W

L

A N

E

F R

E D

E R

I C

K S

B U

R G

V

A

B P

G E

A

V R

S

O

W N

C Q

M

T

O W

E R

F O

I N

W R

I G

H T

A

L A

S K

A

E L E

C T

R I C

A L

P

L A

N

E-101

AutoCAD SHX Text

ROD 30" BELOW GRADE,

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

(2) 24" TALL AIR TERMINAL

AutoCAD SHX Text

COPPERCLAD STEEL GROUND

AutoCAD SHX Text 3/4" DIA x 10'-0" LONG

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

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

AutoCAD SHX Text

EUH-1 2.6 KW, 240 V, 1-PHASE

AutoCAD SHX Text

EXOTHERMIC WELD #1/0 BARE

AutoCAD SHX Text

STRANDED COPPER TO STEEL

AutoCAD SHX Text

COLUMN, TYPICAL

AutoCAD SHX Text

STRANDED CONDUCTOR

AutoCAD SHX Text

AIR TERMINAL ROOF CONDUCTOR

AutoCAD SHX Text

#2 AWG BARE COPPER

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

(SEE DETAIL)

AutoCAD SHX Text

120/240V, 1-PHASE PANEL

AutoCAD SHX Text

#1/0 BARE STRANDED COPPER COUNTERPOISE

AutoCAD SHX Text

30" BELOW FINISH GRADE

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

8'-0" MIN.

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

UP TO AIR TERMINAL, EXPOSED CABLE

AutoCAD SHX Text

TO BE PLACED IN PVC CONDUIT

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text

WP

AutoCAD SHX Text

WP

AutoCAD SHX Text

WP

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

IN

AutoCAD SHX Text

EX

AutoCAD SHX Text

RD

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

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

AutoCAD SHX Text

(4) SPEAKERS MOUNTED

AutoCAD SHX Text

TO TOWER FRAMEWORK

AutoCAD SHX Text

WP

AutoCAD SHX Text

WP

AutoCAD SHX Text S

AutoCAD SHX Text

DR

AutoCAD SHX Text TOWER SHALL BE SERVED BY 120/240V, 1-PHASE, 3-WIRE SECONDARY POWER. RIGID STEEL CONDUIT TO EXTEND UNDERGROUND A MINIMUM OF 5' OUTSIDE THE BUILDING FOR POWER AND INSTALLED UNDERGROUND FROM THE TOWER TO THE EXISTING CLOSEST GOVERNMENT APPROVED POWER SOURCE.

SCALE: N.T.S.

BACKLESS BENCHES - 20 TOTAL

V E

T E

R A

N

L U

T I O

N S

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

P R

O J E

G

I N

E E

R A

R C

H I T

E

T

E

D R

A W

I N

G

C

O D

E

S C

A L E

D A

T E

S Y

M B

O L

R E

V I S

I O

N S

D E

S C

R I P

T I O

N

A P

P R

D

A T

E

B

D

C

F

E

A

543 7

8 96

G E

A

V E

T E

R A

N

L U

T I O

N S

A

D O

W

L A

N E

F R

E D

E R

I C

K S

B U

R G

V

A

B P

G E

A

V R

S

O

W N

SHEET

REFERENCE

NUMBER:

SHEET OF

C Q

M

T

O W

E R

F O

I N

W R

I G

H T

A

L A

S K

A

B A

C K

L E

B

N

C H

E S

12 13

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE 20-6' LONG

BACKLESS BENCHES.

2. BENCHES SHALL HAVE AN ALUMINUM SEAT.

3. BENCHES SHALL BE SELF STANDING.

4. BENCHES SHALL BE DELIVERED TO FORT

WAINWRIGHT RANGE CONTROL.

5. ALL WELDS SHALL BE A MIN. OF 3/16".

6. CONNECT ANGLE IRON TO TABLE LEGS

WITH

" DIA. BOLT, NUT AND LOCK

WASHER.

SEAT POST

ALUMINUM

PLANK

TIE DOWN CLIP WITH

" X 1-1/4" CARRIAGE

BOLT AND FLANGE NUT

(TYP.)

SEAT PLANK CONNECTION DETAIL

SCALE: N.T.S.

6' LONG

ALUMINUM

PLANK

2X2X

"X9" LONG ANGLE

(WEATHER RESISTANT METAL)

"DIA X

" PIPE

(WEATHER RESISTANT METAL)

FRONT VIEW

SCALE: N.T.S.

SIDE VIEW

SCALE: N.T.S.

6'-0"

6"

2X2X

"X5' LONG ANGLE

(WEATHER RESISTANT METAL)

END CAP

(TYP)

" DIA. WEEP HOLE BOTH

SIDES OF VERTICAL LEG

" WELD (TYP)

2X2X

"X9" LONG

ANGLE (TYP) (WEATHER

RESISTANT METAL)

"DIA X

" PIPE (TYP)

(WEATHER RESISTANT METAL)

ALUMINUM END

CAP (TYP)

18"

2X2X

"X5' LONG ANGLE

(WEATHER RESISTANT METAL)

5'-0"

" DIA. HOLE IN ANGLE

IRON AND BENCH LEGS

(TYP)

18"

X-101

TOWER COUNTERTOP - 1 TOTAL

V E

T E

R A

N

L U

T I O

N S

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

P R

O J E

G

I N

E E

R A

R C

H I T

E

T

E

D R

A W

I N

G

C

O D

E

S C

A L E

D A

T E

S Y

M B

O L

R E

V I S

I O

N S

D E

S C

R I P

T I O

N

A P

P R

D

A T

E

B

D

C

F

E

A

543 7

8 96

G E

A

V E

T E

R A

N

L U

T I O

N S

A

D O

W

L A

N E

F R

E D

R I C

K S

B U

R G

V

A

B P

G E

A

V R

S

O

W N

SHEET

REFERENCE

NUMBER:

SHEET OF

C Q

M

T

O W

E R

F O

I N

W R

I G

H T

A

L A

S K

A

T O

W E

R

C

O U

N T

E R

T O

P

13 13

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE AND INSTALL ONE

TOWER COUNTERTOP AS DETAILED ON THIS SHEET.

2. COUNTERTOP SHALL HAVE A LAMINATE FINISH.

3. COUNTERTOP SHALL BE SHIPPED AS 3 SEPARATE

PIECES FOR EASE OF INSTALLATION.

TOP VIEW

SCALE: N.T.S.

CROSS SECTION "A"

SCALE: N.T.S.

11'-0"

4'-6"

6" WIDE MDO BOARD

AROUND COUNTER

PERIMETER

18"X18" COUNTER

SUPPORT BRACKETS

1' WIDE X 6" LONG

MDO BOARD FOR

BRACKET SUPPORT

6" WIDE MDO BOARD

AROUND COUNTER PERIMETER

2' WIDE MDO BOARD

WITH LAMINATE

CONTERTOP AND

FRONT EDGE

6" WIDE MDO BOARD

AROUND COUNTER PERIMETER

1' WIDE X 6" LONG MDO

BOARD FOR BRACKET SUPPORT

18"X18" COUNTER

SUPPORT BRACKET

CUT COUNTERTOP AT

45 DEGREE ANGLE

CUT COUNTERTOP

AT 45 DEGREE

ANGLE

X-201