AFRL-14084-Final-Submission-Drawings-2014-09-12.pdf

UTICA

ROME

AIR FORCE RESEARCH

LABORATORY - AFRL

69 4

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NYS THRUWAY

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L V

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MACDILL ST.

TO CHESTNUT ST

TO

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A V E

HANGAR RD

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MARKET ST

M O

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TO ROME

NYS RTE 49

TO UTICA

BUFFALO

NYS THRUWAY

ROCHESTER ROME ALBANY

UTICA

SYRACUSE

R

TE

R

TE

7AIR FORCE

RESEARCH

LABORATORY

- AFRL SEE

VICINITY MAP

NYC

PROJECT TITLE:

P lo tt e d

F ile na m e

DESIGN FIRM

Air Force Research Laboratory

Rome Research Site, New York

Rev. Date Description Drawn Approved

PROJECT NO:

PROJECT MANAGER:

DESIGNER:

DRAFTER:

OF

rio:

riocc:

rios:

66abw/def:

date date date date rioc:

rioco:

riof:

user:

date date date date riocc:

riocv:

det 4/se:

user:

date date date date

Rome Research Site

M o d e l N am e

D ra w in g

DATE:SHEET:DRAWING NO: FACILITY NO:

SHEET TITLE:

CONTRACT OFFICE

PROJECT LOCATION

MAIN SECURITY GATE

SECURITY OFFICE

CIVIL ENGINEERING OFFICE

AIR FORCE RESEARCH LABORATORYAIR FORCE RESEARCH LABORATORYAIR FORCE RESEARCH LABORATORYAIR FORCE RESEARCH LABORATORY

SCALE: NTS

VICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAP

SCALE: NTS

NY STATE MAPNY STATE MAPNY STATE MAPNY STATE MAP

SCALE: NTS

ROME RESEARCH SITEROME RESEARCH SITEROME RESEARCH SITEROME RESEARCH SITE

ROME, NEW YORKROME, NEW YORKROME, NEW YORKROME, NEW YORK

AIR FORCE RESEARCH LABORATORYAIR FORCE RESEARCH LABORATORYAIR FORCE RESEARCH LABORATORYAIR FORCE RESEARCH LABORATORY

CONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING AND RECEIVING EXTENSION, BUILDING B2RECEIVING EXTENSION, BUILDING B2RECEIVING EXTENSION, BUILDING B2RECEIVING EXTENSION, BUILDING B2

Beardsley:

© Beardsley 2014

:0

:0

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r v t

CS101CS101CS101CS101

TLBTLBTLBTLB

CCLCCLCCLCCL

CONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING AND

RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,

BUILDING B2BUILDING B2BUILDING B2BUILDING B2

COVER SHEETCOVER SHEETCOVER SHEETCOVER SHEET

GENERAL

SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014

HGGHGGHGGHGG

BLDG. # B21111 6666

090005090005090005090005

14084

DRAWING LISTDRAWING LISTDRAWING LISTDRAWING LIST

CS101 COVER SHEET

S-101 FOUNDATION AND FRAMING PLANS AND DETAILS

S-501 DETAILS

A-101 FIRST FLOOR PLAN, ELEVATIONS AND SECTIONS

A-501 DETAILS

E-101 FLOOR PLAN AND SCHEDULES

1 2

A

B

7'-0" 5'-0" 7'-0"

22'-0"

FACE OF EXISTING

BUILDING FOUNDATION

FACE OF DOCK

1'-6"

NOTES:

1. REFER TO GENERAL STRUCTURAL NOTES FOR GRANULAR FILL REQUIREMENTS

2. COORDINATE PIT DIMENSIONS WITH DOCK LEVELER MANUFACTURER.

3. MAINTAIN EXISTING VERTICAL RIENFORCING TO MAXIMUM EXTENT POSSIBLE

4. CUT AND REMOVE DETERIORATED BOTTOM SECTION (+/- 1'-6") OF EXISTING

OVERHEAD DOOR JAMB EACH SIDE OF OPENING. REPLACE WITH GALVANIZED

STEEL CHANNEL PAINTED TO MATCH EXISTING,

S-501

S-501

S-501

S-501

S-501

1'-8 3/4" 1'-3 1/4"

S L O

P E D

N

F T

D O

C K P

IT

D O

C K P

IT

S L O

P E D

N

F T

NOTE 4

1 2

A

B

W12x19

W12x19

W12x19

W x

W x

22'-0"

E Q

E Q

W 8x

TY

P

NOTES:

1. TOP OF STEEL = AS NOTED

2. ROOF DECK: 1.5B - 20 GAUGE GALVANIZED DECK FASTEN TO SUPPORTS IN 36/4 PATTERN WITH

5/8" PUDDLE WELDS FASTEN SIDE LAPS AT 12" O/C WITH #10 TEK SCREWS.

3. PROVIDE AISC DOUBLE ANGLE BEAM TO COLUMN AND BEAM TO BEAM CONNECTIONS

4. REFER TO A-101 FOR CFMF STRAP X-BRACING

ROOF SPAN

REFER TO NOTE 2

S-501

6'-0"

EXISTING W10 AT

STEP IN EXISTING

ROOF FRAMING

CONT 4" HIGH STEEL TOE

KICK PLATE

L3x3x1/4

HANGER TO ROOF FRAMING

OSHA HANDRAIL

- TYPICAL

STEEL LADDER

NOTE 2

FACE OF EXISTING

BUILDING

C6x10.5

- TYPICAL

STEEL GRATING

NOTE 2

CLEAR

2'-0"

ATTACH C6 TO EXISTING MASONRY

NOTE 5

SERVICE PLATFORM

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

NOTES:

1. TOP OF GRATING = 16'-6"

2. GRATING: GALVANIZED 1"x3/16" WITH 1-3/16" BAR SPACING - TACK WELD TO SUPPORTS.

3. STEEL LADDER RAILS: C3x5 WITH ROUND RINGS. BRACE LADDER TO EXISTING MASONRY

WALL AT 5'-0" O/C.

4. FRAME C6 INTO EXISTING STEEL AND TO EACH OTHER WITH 5/16 CLIP ANGLES (2) 5/8" DIAMETER

BOLTS OR 3/16" FILLET WELDS.

5. PROVIDE 5/8" DIAMETER MASONRY ANCHORS AT 16" O/C MAXIMUM SUITABLE FOR EXISTING

MASONRY BASE MATERIAL.

STEAM 2"+/-

CONDENSATE 1-1/4"+/-

A-5016

CUT OPENING IN EXTERIOR WALL

MODIFY WALL FRAMING AND

PROVIDE HOLLOW METAL DOOR

& FRAME. SEE 6/A-501

S L O

P E S

T E E L

TOS

119'-3"

TOS

119'-0"

PROJECT TITLE:

P lo tt e d

F ile na m e

DESIGN FIRM Beardsley:

© Beardsley 2014

Air Force Research Laboratory

Rome Research Site, New York

Rev. Date Description Drawn Approved

PROJECT NO:

PROJECT MANAGER:

DESIGNER:

DRAFTER:

OF

rio:

riocc:

rios:

66abw/def:

date date date date rioc:

rioco:

riof:

user:

date date date date riocc:

riocv:

det 4/se:

user:

date date date date

Rome Research Site

M o d e l N am e w in g

DATE:SHEET:DRAWING NO: FACILITY NO:

SHEET TITLE:

:0

:0

A

M C

P r o je c ts

\A G

_1

_V

_c c l.

r v t

S-101S-101S-101S-101

KDTKDTKDTKDT

GJMGJMGJMGJM

CONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING AND

RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,

BUILDING B2BUILDING B2BUILDING B2BUILDING B2

14084

FOUNDATION AND FRAMINGFOUNDATION AND FRAMINGFOUNDATION AND FRAMINGFOUNDATION AND FRAMING

PLANS AND DETAILSPLANS AND DETAILSPLANS AND DETAILSPLANS AND DETAILS

STRUCTURAL

SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014

HGGHGGHGGHGG

BLDG. # B22222 6666

090005090005090005090005

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

LOADING DOCK FOUNDATION PLAN

SCALE: 1/4" = 1'-0"2

LOADING DOCK ROOF FRAMING PLAN

1. NOTIFY CONTRACTING OFFICERS REPRESENTATIVE IMMEDIATELY IF UNSATISFACTORY BEARING CONDITIONS ARE

ENCOUNTERED.

2. LOADING DOCK FOUNDATIONS BEAR ON COMPACT GRANULAR FILL WITH AN ALLOWABLE BEARING PRESSURE = 1,500 PSF.

3. EXCAVATION AND BACKFILL:

- NO UNSUITABLE MATERIALS SHALL BE LEFT IN PLACE BELOW A FOOTING OR FLOOR SLAB.

- VIBRATORY TAMP ALL SUBGRADE MATERIAL. GRANULAR FILL TO SATISFY NYSDOT REQUIREMENTS FOR SUBBASE COURSE

304-02.02 TYPE 1, 2, OR 4.

- COMPACT ALL FILL IN 8" LIFTS TO WITHIN 2% OF OPTIMUM MOSTURE CONTENT USING ASTM D1557, MODIFIED PROCTOR

4. CONCRETE:

- DESIGN STANDARD ACI 318, (LATEST EDITION); DETAIL STANDARD ACI 315, (LATEST EDITION)

5. 28 DAY NORMAL WEIGHT CONCRETE STRENGTH:

- 4500 PSI UNLESS NOTED OTHERWISE

6. CONCRETE REINFORCING:

- DEFORMED BARS - ASTM A615, GRADE 60

7. CONCRETE DETAILS:

- CONCRETE REINFORCEMENT PROTECTION: PER ACI 318, (LATEST EDITION)

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"

NOT CAST AGAINST BUT EXPOSED TO EARTH OR WEATHER - 2"

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND -1 1/2 "

- PROVIDE TIES, CHAIRS, SPACERS, CONCRETE BRICKS, AS REQUIRED TO MAINTAIN BAR LOCATIONS

8. STRUCTURAL STEEL:

- DESIGN STANDARD: AISC MANUAL OF STEEL CONSTRUCTION, (14TH EDITION)

AISC 360 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

- ROLLED W, T, CHANNEL SHAPES: ASTM A992 - GRADE 50

- HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B OR C

- STEEL PIPE: ASTM A53 GRADE B

- MISCELLANEOUS SHAPES: PLATES, ANGLES, BAR STOCK: ASTM A36

- ALL BOLTS ARE HIGH STRENGTH UNLESS NOTED OTHERWISE

- CONNECTIONS SHOP WELD, FIELD BOLT UNLESS OTHERWISE SHOWN

- THE CONTRACTOR IS TO PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR THE SAFETY, STABILITY AND ALIGNMENT OF THE STRUCTURE. LEAVE TEMPORARY BRACING IN PLACE FOR AS LONG AS NECESSARY. PERFORM FINAL BOLTING ONLY ON THOSE PORTIONS OF THE STRUCTURE THAT HAVE

BEEN ALIGNED AND PLUMBED WITHIN THE SPECIFIED TOLERANCES.

- ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ANY ADDITIONAL STEEL REQUIRED FOR ERECTION

PURPOSES

STRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTES

STRUCTURAL DESIGN CRITERIASTRUCTURAL DESIGN CRITERIASTRUCTURAL DESIGN CRITERIASTRUCTURAL DESIGN CRITERIA

DESIGN CODE: IBC 2012 AND AS MODIFIED BY UFC 1-200-01

DESIGN LOADS - LOADING DOCKDESIGN LOADS - LOADING DOCKDESIGN LOADS - LOADING DOCKDESIGN LOADS - LOADING DOCK

SNOW WIND SEISMIC

P = 60 PSF

C = 1.0 I = 1.0 C = 1.2

3-SECOND GUST = 115 MPH

I = 1.0

WIND EXPOSURE C

GCPi: .18

I = 1.0 S = 0.18 S = .07

SITE CLASS D

Sds = 0.192 Sd1 = 0.112

SEISMIC DESIGN CATEGORY B

OCCUPANCY CATEGORY II

BASIC FORCE RESISTING SYSTEM:

STEEL ORDINARY CONCENTRICALLY

BRACED FRAMES

R = 3-1/4

BASE SHEAR = 0.6 KIPS

g e t s

FLAT ROOF SNOW LOAD = 50.5 PSF + DRIFT

NET UPLIFT = 15 PSF MIN

GUARDRAILS = OSHA SAFETY REQUIREMENTS

SLAB -ON- GRADE LIVE LOAD = 500 PSF

s w e

EXISTING PLATFORM SHOWN FOR REFERENCE

"M

IN6

1' -0

B

CONT #5 BAR

#5 DOWEL x 2'x2' AT 16" O/C

- TYPICAL

#5 AT 16" O/C EACH WAY

IN MIDDLE OF SLAB

T/SLOPING

SLAB

COMPACTED GRANULAR

FILL MATERIAL - TYPICAL

#4 HORIZONTAL AT 16" O/C

EACH FACE TIE INTO

EXISTING WALL

#5 VERTICAL AT 16" O/C

MAXIMUM EACH FACE. DRILL

AND EPOXY 6" INTO EXISTING

FOUNDATION WALL

SAW CUT AND REMOVE EXISTING

DOCK FOUNDATION WALL.

MAINTAIN VERTICAL REINFORCING

TO GREATEST EXTENT POSSIBLE.

CONTINUOUS GALVANIZED

BENT PLATE 6x2x1/4" WITH 5/8" DIAMETER x 4" LONG

HEADED STUD AT 16"O/C

FULL LENGTH OF NEW WALL

FORMED KEY WAY

- TYPICAL

EXISTING ASPHALT

CUT AND PATCH

AS REQUIRED

EXISTING DOCK

FOUNDATION TO

REMAIN

EXISTING

MATCH

NOTE:

#5 VERTICAL BARS MAY BE OMITTED WHERE EXISTING VERTICAL REINFORCING IS MAINTAINED IN

GOOD CONDITION

B

T/SLOPING

PIT

COMPACTED GRANULAR

FILL MATERIAL - TYPICAL

#5 BAR AT 16" O/C

EACH WAY - TOP AND

BOTTOM

T/SLOPING

SLAB

M

IN

IM

U M

1' -3

1' -6

REFER TO 1/S-501

FOR TYPICAL

REINFORCING

CONTINUOUS

GALVANIZED EDGE

ANGLE COORDINATE W/

LEVELER

MANUFACTURER

"6

B

T/SLOPING

SLAB

COMPACTED GRANULAR

FILL MATERIAL - TYPICAL

BENT PLATE

6"

FACE OF

DOCK

EXTEND HORIZONTAL

REINFORCING THROUGH

PIERS - TYPICAL

COLUMN ISOLATION

JOINT

BASE PLATE 3/4"x12"x12"

WITH (4) 3/4" DIAMETER

HEADED ANCHOR BOLTS

(12" EMBEDMENT)

WIDE FLANGE COLUMN

REFER TO PLAN

1'-4"

1'-4"x1'-4" PIER WITH (4) #5 BAR

VERTICALS AND #3 BAR TIES AT

12" O/C TRIPLE TIES AT TOP OF

PIER

T/SLAB

COMPACTED GRANULAR FILL

MATERIAL - TYPICAL

REFER TO 1/S-501 FOR

TYPICAL SLAB AND

PIT REINFORCING

M

IN

IM

U M

1' -3

1' -6

T/SLOPING

PIT

1'-0"

CONTINUOUS GALVANIZED

EDGE ANGLE COORDINATE

WI/ LEVELER

MANUFACTURER

T/SLOPING

SLAB

COMPACTED GRANULAR

FILL MATERIAL - TYPICAL

FORMED KEY WAY

- TYPICAL

6"

L5x3-1/2x1/4x0'-6" LONG

CLIP

C8 AT TOP OF WALL OPENING

COLUMN

C8 EACH SIDE OF WALL

OPENING

L5x3-1/2x1/4x0'-6" LONG

WITH (2) 5/8" DIAMETER TORQUE

CONTROLLED EXPANSION ANCHORS

(2-3/4" EMBEDMENT)

8"

1' -6

M

IN

IM

U M

1' -3

B/PIT

T/SLAB

FACE OF EXISTING

BUILDING

STEEL COLUMN REFER TO

PLAN

BASE PLATE 3/4"x12x12 WITH (4)

3/4" DIAMETER HEADED ANCHOR

BOLTS (9" EMBEDMENT)

3/4" NON-SHRINK GROUT

COLUMN ISOLATION JOINT

EXTENDED PIT SLAB BELOW

COLUMN FOOTING

SLOPING

SLOPING

8" A

COLUMN AND BEAM

CONTINUOUS STEEL L SEE 3/A-501

2"@12"

STEEL ROOF DECK

REFER TO PLAN

T/STEEL

REFER TO PLAN

STEEL BEAM - REFER TO PLAN

PROVIDE AISC DOUBLE ANGLE

CONNECTIONS TO COLUMNS

- TYPICAL

STEEL COLUMN

- REFER TO PLAN

2"

FACE OF EXISTING BUILDING

PROJECT TITLE:

P lo tt e d

F ile na m e

DESIGN FIRM Beardsley:

© Beardsley 2014

Air Force Research Laboratory

Rome Research Site, New York

Rev. Date Description Drawn Approved

PROJECT NO:

PROJECT MANAGER:

DESIGNER:

DRAFTER:

OF

rio:

riocc:

rios:

66abw/def:

date date date date rioc:

rioco:

riof:

user:

date date date date riocc:

riocv:

det 4/se:

user:

date date date date

Rome Research Site

M o d e l N am e w in g

DATE:SHEET:DRAWING NO: FACILITY NO:

SHEET TITLE:

:0

:0

A

M C

P r o je c ts

\A G

_1

_V

_c c l.

r v t

S-501S-501S-501S-501

KDTKDTKDTKDT

GJMGJMGJMGJM

CONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING AND

RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,

BUILDING B2BUILDING B2BUILDING B2BUILDING B2

14084

DETAILSDETAILSDETAILSDETAILS

STRUCTURAL

SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014

HGGHGGHGGHGG

BLDG. # B23333 6666

090005090005090005090005

SCALE: 1" = 1'-0"1

SECTION AT DOCK FOUNDATION WALL

SCALE: 1" = 1'-0"2

SECTION AT PIT

SCALE: 1" = 1'-0"3

SECTION AT PIER

SCALE: 1" = 1'-0"4

SECTION AT PIT

SCALE: 1" = 1'-0"5

C8 CHANNEL CONNECTION

SCALE: 1" = 1'-0"6

SECTION AT COLUMN FOOTING

SCALE: 1" = 1'-0"7

ROOF FRAMING SECTION AT EXISTING BUILDING

A-101

C

A-101DA-101 E

A

B

B-B

A-101

1'-6 3/4" 8'-0" 4'-0" 8'-0" 1'-1 1/4"

1'-5 3/4"

20'-0"

6 1/4"

1'-8 3/4" 7'-0" 5'-0" 7'-0"

1'-3 1/4"

213 SF

UNHEATED DOCKUNHEATED DOCKUNHEATED DOCKUNHEATED DOCK

B2 RECEIVING BAYB2 RECEIVING BAYB2 RECEIVING BAYB2 RECEIVING BAY

EXISTING OVERHEAD DOOR

EXISTING PERSONNEL DOOR

4" 22'-0" 4"

22'-8"

TO REMAIN

EXISTING CONCRETE DOCK

& FOUNDATION WALL, RECONSTRUCT

REMOVE EXISTING CONCRETE DOCK EXISTING CONCRETE DOCK TO REMAIN

12'-2 1/4" 9'-3 1/2"

TRUCK DOCK

LEVELER

TRUCK DOCK

LEVELER

101 104

103102

A-A

A-101

A-A

A-101

EXISTING

RAMP

DOWN

EXISTING STAIR

TO TRUCK DOCK

GUARD RAIL GUARD RAIL

FACE OF EXISTING BUILDING

EXISTING GUARD

RAIL

EXISTING GUARD

RAIL

EXTENT OF HIGH BAY AREA

EXISTING ROOF ACCESS PLATFORM

PROVIDE ROOF ACCESS

PLATFORM & LADDER

SEE DETAIL 2/S-101

A-5016

LADDER

HORIZONTAL DRY SIDEWALL SPRINKLER

SUPPY CONNECT TO EXISTING CROSS MAINS.

CONNECT TO MINIMUM 2" PIPE SIZE ON

CROSS MAINS (TYP OF 2)

A-501

DOWNSPOUT

A-501

FIRST FLOOR

100'-0"

T/STEEL

119'-0"

1 2

B-B

A-101

GUARD RAIL GUARD RAIL

GUTTER & DOWNSPOUT W/ HEAT TRACE TAPE

TRUCK DOCK

SEALS & BUMPERS

REMOVE AND RECONSTRUCT CONCRETE TRUCK DOCK

EXISTING STAIR

TO TRUCK DOCK

4"-54 MIL CFMF STRAP X-BRACING

FASTENED COLUMN FLANGES

- TYPICAL

C8 MEMBER - TYPICAL

REFER TO 5/A-101

EXISTING GUARD RAILEXISTING GUARD RAIL

HYDRAULIC DOCK LEVELERS

LIGHT FIXTURE

TYPICAL OF 2

FIRST FLOOR

100'-0"

T/STEEL

119'-0"

AB

GUARD RAIL

FACE OF EXISTING BUILDING

TRUCK DOCK

SEAL

GUTTER &

DOWNSPOUT

4"- 54 MIL CFMF STRAP

X-BRACING FASTENED

TO COLUMN FLANGES

TYPICAL

FIRST FLOOR

100'-0"

T/STEEL

119'-0"

A B

TRUCK DOCK SEAL

GUARD RAIL

GUTTER & DOWNSPOUT

FACE OF EXISTING

BUILDING

FIRST FLOOR

100'-0"

T/STEEL

119'-0"

CATWALK

116'-6"

AB

HYDRAULIC DOCK LEVELER

8'-O" W X 8'-0" HIGH LIFT SECTIONAL

OVERHEAD DOOR

DOCK SEAL

1-1/2" "STYLE-RIB" METAL SIDING

EXISTING PAVEMENT

FULLY ADHERED SINGLE PLY EPDM ROOFING

1-1/2" POLYSTYRENE INSULATION

EXISGTING COILING

OVERHEAD DOOR

REMOVE EXISTING CONCRETE TRUCK DOCK,

LEVELER PITS AND FOUNDATION WALLS

TO 1'-0" BELOW PAVEMENT.

RECONSTRUCT AS INDICATED

SAW CUT AND PATCH ASPHALT

PAVEMENT AS REQUIRED

MIN

2'-0"

A-A

A-101

W8 COLUMN SEE PLAN

CFMF STRAP X-BRACING FASTENED

TO FACE OF COLUMN - TYPICAL

CONTINUOUS C8x18.75 WALL

GIRT AT 6'-0" OC - TYPICAL

1/2" DIAMETER SAG ROD

AT MIDPOINT OF SPAN

STEEL BEAM

SEE PLAN

SAW CUT AND REMOVE EXISTING

CONCRETE DOCK

CONTINUOUS C8x11.5 SUPPORT

ON VERTICAL C8

W8 COLUMN SEE PLAN

FACE OF EXISTING BUILDING

EXISTING BUILDING

FOUNDATION

EXISTING BUILDING

FOUNDATION

1' -6

SLOPE DN 1/8" /FT

C8x11.5

C8x11.5

C8x11.5

C x

.5

C x

.5

A-501

A-501

VEHICLE RESTRAINT

1-1/2" METAL SIDING

STEEL SIDING FASTENED

TO UNDERSIDE OF BEAMS

AS CEILING

FIRST FLOOR

100'-0"

T/STEEL

119'-0"

1 2

B-B

A-101

HYDRAULIC TRUCK

DOCK LEVELER

NEW SIDING TO MATCH THIS EXISTING LOWER SIDING (WHITE)

GUTTER & ROOF EDGE TO MATCH THIS EXISTING UPPER SIDING (BLUE)

EXISTING COILING DOOR

EXISTING PERSONNEL DOOR

SIDEWALL SPRINKLER HEADS

STEEL SIDING FASTENED TO

UNDERSIDE OF STEEL BEAMS

AS CEILING

A-501

PENDANT LIGHT FIXTURE

PROJECT TITLE:

P lo tt e d

F ile na m e

DESIGN FIRM Beardsley:

© Beardsley 2014

Air Force Research Laboratory

Rome Research Site, New York

Rev. Date Description Drawn Approved

PROJECT NO:

PROJECT MANAGER:

DESIGNER:

DRAFTER:

OF

rio:

riocc:

rios:

66abw/def:

date date date date rioc:

rioco:

riof:

user:

date date date date riocc:

riocv:

det 4/se:

user:

date date date date

Rome Research Site

M o d e l N am e w in g

DATE:SHEET:DRAWING NO: FACILITY NO:

SHEET TITLE:

:0

:5

A

M C

P r o je c ts

\A G

_1

_V

_c c l.

r v t

A-101A-101A-101A-101

CCLCCLCCLCCL

CCLCCLCCLCCL

CONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING AND

RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,

BUILDING B2BUILDING B2BUILDING B2BUILDING B2

14084

FIRST FLOOR PLAN,FIRST FLOOR PLAN,FIRST FLOOR PLAN,FIRST FLOOR PLAN,

ELEVATIONS AND SECTIONSELEVATIONS AND SECTIONSELEVATIONS AND SECTIONSELEVATIONS AND SECTIONS

ARCHITECTURAL

SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014

HGGHGGHGGHGG

BLDG. # B24444 6666

090005090005090005090005

0' 8'4' 16' 24'

SCALE : 1/8" = 1'-0"

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

FIRST FLOOR PLAN

SCALE: 1/8" = 1'-0"C

ELEVATION - WEST

SCALE: 1/8" = 1'-0"D

ELEVATION - SOUTH

SCALE: 1/8" = 1'-0"E

ELEVATION - NORTH

SCALE: 1/2" = 1'-0"B-B

BUILDING SECTION

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

LONGITUDINAL SECTION

1' -7

1' -7

5 1/2"

1 1/2" DIAMETER

PIPE POSTS & RAILS

GALVANIZED

PAINT SAFETY

YELLOW

SET IN SLEEVE W/

NON SHRINK GROUT

6"

EPDM MEMBRANEALUMINUM GUTTER

& BRACKET

EPDM FLASHING

1 1/2" 4"

/2

CONTINUOUS

2X6 WOOD

BLOCKING

CONTINUOUS L4X3X1/4 (LLH)

TOP & BOTTOM OF BEAM, TYPICAL

STEEL SIDING

STEEL SIDING FASTENED TO

UNDERSIDE OF STEEL BEAMS

AS CEILING

EXISTING METAL SIDING

3/4" PLYWOOD SECURED

TO EXISTING METAL SIDING

2" FOAM BACKER

TREATED WOOD BLOCK

EPDM MEMBRANE

SECURE TO WALL

WITH CONTINUOUS

CLEAT

.040" ALUMINUM

COUNTER

FLASHING

8"

2"

EXISTING DRIP EDGE

CONTINUOUS L6X4X5/15 (LLH)

METAL SIDING FASTENED TO

UNDERSIDE OF STEEL BEAMS

AS CEILING

FORMED METAL SIDING TRIM

WITH HEMMED EDGE.

EPDM MEMBRANE

EPDM FLASHING

1 1/2" 4"

CONTINUOS 2X6

TREATED WOOD

BLOCKING

1 1/4" HOT DIPPED GALVANIZED

ROOF NAILS 12" OC

WATER DAM & FASCIA COVER

CLOSE AND SEAL AT END

METAL SIDING

SIDING CLOSURE FILLER

METAL SIDING FASTENED TO

UNDERSIDE OF BEAMS

AS CEILING.

EXISTING

METAL

SIDING

SURFACE ATTACHED

EXPANSION JOINT

TRIM. MATCH SIDING

1' -4

4" 4"

METAL SIDING

STRUCTURAL COLUMN

STRUCTURAL

STEEL C GIRT

STRUCTURAL STEEL

C JAMB

OVERHEAD DOOR

TRACK

FIRST FLOOR

100'-0"

T/STEEL

119'-0"

CATWALK

116'-6"

EXISTING STEEL WALL SUBFRAMING

C 6X10.5 CLIP TO EXISTING

FRAMING WITH 3" 2X2X1/4 CLIP L

REMOVE FRAMING MEMBERS

& MODIFY TO ALLOW INSTALLATION

OF DOOR & FRAME

REMOVE METAL SIDING FOR

INSTALLATION OF DOOR & FRAME

STEEL BAR GRATE PLATFORM.

GUARD RAIL W/ KICKPLATE

SEE S-201

STEEL LADDER BRACE BACK TO

EXISTING MASONRY WALL AT 1/3 POINTS

EXISTING STEAM & CONDENSATE

PIPES

L 2 1/2 X 2 1/2 X 1/4 BRACE TYPICAL

L 4 X 4 X 1/4 CLIP WITH 1/2" DIAMETER

EXPANSION ANCHOR TYPICAL

PROJECT TITLE:

P lo tt e d

F ile na m e

DESIGN FIRM Beardsley:

© Beardsley 2014

Air Force Research Laboratory

Rome Research Site, New York

Rev. Date Description Drawn Approved

PROJECT NO:

PROJECT MANAGER:

DESIGNER:

DRAFTER:

OF

rio:

riocc:

rios:

66abw/def:

date date date date rioc:

rioco:

riof:

user:

date date date date riocc:

riocv:

det 4/se:

user:

date date date date

Rome Research Site

M o d e l N am e w in g

DATE:SHEET:DRAWING NO: FACILITY NO:

SHEET TITLE:

:0

:0

A

M C

P r o je c ts

\A G

_1

_V

_c c l.

r v t

A-501A-501A-501A-501

CCLCCLCCLCCL

CCLCCLCCLCCL

CONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING AND

RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,

BUILDING B2BUILDING B2BUILDING B2BUILDING B2

14084

DETAILSDETAILSDETAILSDETAILS

ARCHITECTURAL

SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014

HGGHGGHGGHGG

BLDG. # B25555 6666

090005090005090005090005

SCALE: 1" = 1'-0"1

GUARD RAIL

SCALE: 1 1/2" = 1'-0"2

GUTTER ROOF EDGE

SCALE: 1 1/2" = 1'-0"3

ROOFING EXPANSION JOINT

SCALE: 1 1/2" = 1'-0"4

ROOF EDGE

SCALE: 1 1/2" = 1'-0"5

EXPANSION JOINT PLAN VIEW

HEAT TRACE CABLE AT GUTTER & DOWNSP0UT. SELF REGULATING 120

VOLT CABLE FOR WET LOCATION. PROVIDE COMPLETE SYSTEM

INCLUDING DOWNSPOUT HANGERS, PLUG IN CORDS AND END SEAL KITS.

SCALE: 1/4" = 1'-0"6

CATWALK ELEVATION

DOOR 101: 3'-0" X 6'-0" X 1-3/4" HOLLOW METAL DOOR AND

FRAME. VERIFY HEIGHT IN FIELD.

PAINT GRAY.

HARDWARE:

(3) HINGES, STANLEY FBB191 4 1/2X4 1/2 OR EQUAL

(1) CLOSER, LCN OR EQUAL

(1) LOCKSET, BEST 83K-7-D-4-A-STK-626

(1) FULL SET HEAD JAMB AND SILL WEATHERSTRIPPING

(1) THRESHOLD, REESE S490A OR EQUAL

M

MM

M M M

M M

F M

MF

JJ

1 2

A

B

EX TRANSPORT

BAY PANEL

EX PANEL LP-3

OH-1

OH-2OH-3

OH-4 DL-1 DL-2

DOCK

LEVELER

DOCK

LEVELER

1 1

EX TRANSFER SWITCH

MOUNT HIGH ON WALL

FOR HEAT TRACE

CONNECTION

EX TRANSPORT

BAY PANEL

1 2

A

B

A1A1

AA1

AA1

TRANSPORT

BAY PANEL

TRANSPORT

BAY PANEL

TRUCK LIGHT

JUNCTION BOX

EM

EXISTING

TRANSPORT

BAY PANEL

LIGHTING SYMBOLS

PENDANT FLUORESCENT MOUNTED LIGHT FIXTURE; T= TYPE, REFER TO

LIGHT FIXTURE SCHEDULE

T

EMERGENCY LIGHTING UNIT

SINGLE POLE SWITCH; MOUNT AT 3'-6" AFF UNO

POWER SYMBOLS

PANELBOARD

JUNCTION BOXJ

MOTOR, REFER TO ITEM NUMBER SHOWN IN ELECTRIC EQUIPMENT AND

CONTROL SCHEDULE ON DRAWINGS FOR DESCRIPTIONM

XX-X

DISCONNECT

FIRE ALARM SYMBOLS

NOTIFICATION APPLIANCE (AUDIO/VISUAL) TO MATCH EXISTING SYSTEMF

BRANCH CIRCUIT HOMERUN

LEGEND

ITEMS TO BE REMOVED

EXISTING ITEMS TO REMAIN

WALL MOUNT HID FIXTURE

MASS NOTIFICATION APPLIANCE (AUDIO/VISUAL) TO MATCH EXISTING SYSTEMM

PROJECT TITLE:

P lo tt e d

F ile na m e

DESIGN FIRM Beardsley:

© Beardsley 2014

Air Force Research Laboratory

Rome Research Site, New York

Rev. Date Description Drawn Approved

PROJECT NO:

PROJECT MANAGER:

DESIGNER:

DRAFTER:

OF

rio:

riocc:

rios:

66abw/def:

date date date date rioc:

rioco:

riof:

user:

date date date date riocc:

riocv:

det 4/se:

user:

date date date date

Rome Research Site

M o d e l N am e w in g

DATE:SHEET:DRAWING NO: FACILITY NO:

SHEET TITLE:

:4 :5

A

M C

P r o je c ts

A G

_1

_V

_b w b .r v t

E-101E-101E-101E-101

BWBBWBBWBBWB

CMPCMPCMPCMP

CONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING ANDCONSTRUCT SHIPPING AND

RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,RECEIVING EXTENSION,

BUILDING B2BUILDING B2BUILDING B2BUILDING B2

14084

FLOOR PLAN AND SCHEDULESFLOOR PLAN AND SCHEDULESFLOOR PLAN AND SCHEDULESFLOOR PLAN AND SCHEDULES

ELECTRICAL

SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014SEPTEMBER 12, 2014

HGGHGGHGGHGG

BLDG. # B26666 6666

090005090005090005090005

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

POWER PLAN

ELECTRIC EQUIPMENT AND CONTROL SCHEDULE

ITEM ITEM DESCRIPTION R

O

O M

L O

C A T

IO

N

H O

R S E P O

W E R

W

A T T S

F U L L L

O A D

A M

P S

M C A

V O

L T S

P H A S E

P A N E L O

R C

O N T R

O L C

E N T E R

C

IR

C U

IT

N U M

B E R

C

IR

C U

IT

B R

E A K E R

WIRING FROM PANEL TO

CONTROL UNIT

WIRING FROM CONTROL UNIT

TO EQUIPMENT

R E F E R

E N C

E N

O T E S

CONTROL DEVICES

W

IR

E

G N D

C O

N D

U

IT

W

IR

E

G N D

C O

N D

U

IT

D

IS

C O

N N E C T S

W

IT

C H

M A G

N E T

IC

C O

N T R

O L L E R

P R

O V

ID

E D

W

IT

H E

Q U

IP

M E N T

DL-1 DOCK LEVELER LOADING

DOCK

1 4.8 208 3 LP-3 20A/1P 3#12 #12 3/4" 3#12 #12 3/4" 1 - -

DL-2 DOCK LEVELER LOADING

DOCK

1 4.8 208 3 LP-3 20A/3P 3#12 #12 3/4" 3#12 #12 3/4" 1 - -

OH-1 OVERHEAD DOOR OPENER LOADING

DOCK

1/2 9.8 120 1 TRANSPORT

BAY

1 30A/1P 2#10 #10 3/4" 2#10 #10 3/4" 2 AU - X

OH-2 OVERHEAD DOOR OPENER LOADING

DOCK

1/2 9.8 120 1 TRANSPORT

BAY

1 30A/1P 2#10 #10 3/4" 2#10 #10 3/4" 2 AU - X

OH-3 OVERHEAD DOOR OPENER LOADING

DOCK

1/2 9.8 120 1 TRANSPORT

BAY

3 30A/1P 2#10 #10 3/4" 2#10 #10 3/4" 3 AU - X

OH-4 OVERHEAD DOOR OPENER LOADING

DOCK

1/2 9.8 120 1 TRANSPORT

BAY

3 30A/1P 2#10 #1 3/4" 2#10 #10 3/4" 3 AU - X

KEYED NOTES

DISCONNECT AND REMOVE CONDUCTORS TO EXISTING DOCK

LEVELERS.

REMOVE (3) EXISTING 20A/1P CIRCUIT BREAKERS IN EXISTING PANEL

LP-3. PROVIDE (1) 20A/3P GE SPECTRA SERIES CIRCUIT BREAKER

COMPATIBLE WITH PANELBOARD FOR DOCK LEVELERS.

PROVIDE (2) 30A/1P CIRCUIT BREAKERS COMPATIBLE WITH EXISTING

GE A-SERIES PANELBOARD FOR OVERHEAD DOORS. UTILIZE

EXISTING SPACE IN PANEL FOR CIRCUIT BREAKERS. PROVIDE NEW

TYPEWRITTEN PANEL DIRECTORY.

PROVIDE 20A/1P CIRCUIT BREAKER COMPATIBLE WITH EXISTING GE-

A SERIES PANELBOARD FOR LIGHTING CIRCUIT. UTILIZE EXISTING

SPACE IN PANEL FOR CIRCUIT BREAKER.

PROVIDE 2#12 AND #12 GND IN 3/4" CONDUIT TO JUNCTION BOXES

FOR CONNECTION TO TRUCK LIGHTS. PROVIDE 20A/1P CIRCUIT

BREAKER COMPATIBLE WITH GE A-SERIES PANEL. UTILIZE EXISTING

SPACE IN PANEL FOR CIRCUIT BREAKER. PROVIDE DOUBLE SWING

ARM, PAR 38 150W HALOGEN LAMP, 60" DOCK LIGHT AND CONNECT

TO JUNCTION BOXES. MOUNT 5'-0" AFF.

CONNECT NEW NOTIFICATION APPLIANCES TO EXISTING CONTROL

PANEL. PROVIDE CABLING IN 3/4" CONDUIT FROM DEVICES TO

PANEL OR CLOSEST DEVICE. MOUNT 8'-0" AFF.

PROVIDE 20A/1P CIRCUIT BREAKER COMPATIBLE WITH EXISTING GE -

A SERIES PANELBOARD FOR HEAT TRACE CIRCUIT. UTILIZE EXISTING

SPACE IN PANEL FOR CIRCUIT BREAKER. PROVIDE 2#12 AND #12

GND IN 3/4" CONDUIT TO PANEL.

SCALE: 1/4" = 1'-0"2

LIGHTING PLAN

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION LAMPS BALLAST DESIGN BASIS

APPROVIDE

MANUFACTUERS MOUNTING REMARKS

A1 LOW PROFILE INDUSTRIAL 3 - 54W T5HO ONE - 3 LAMP

PROGRAM START

WILLIAMS

GL-4-3-54T5H-EB3-120

APPROVED EQUALS ARE

ACCEPTABLE

PENDANT MOUNT

15'-0" AFF

AA1 WALL MOUNTED WALL PACK

WITH PHOTOELECTRIC CELL

BUTTON

1 - 150W HPS 120V MAGNETIC LITHONIA

TWP-150S-120-PE-LPI

APPROVED EQUALS ARE

ACCEPTABLE

WALL MOUNT HEIGHT

TO MATCH EXISTING

PROVIDE WITH PHOTOCELL

EM EMERGENCY LIGHT TWO 9WT5

TUNSTEN

120V CHLORIDE S50N-T9-WAD APPROVED EQUALS ARE

ACCEPTABLE

WALL MOUNT 7'-0"

AFF

PROVIDE WITH SELF

DIAGNOGSTICS

REFERENCE NOTES

1. CIRCUIT DOCK LEVELERS ON SAME 20A/3P CIRCUIT BREAKER IN

PANEL LP-3.

2. CIRCUIT OH-1 AND OH-2 TOGETHER ON 30A/1P CIRCUIT BREAKER

IN TRANSPORT BAY PANEL.

3. CIRCUIT OH-3 AND OH-4 TOGETHER ON 30A/1P CIRCUIT BREAKER

IN TRANSPORT BAY PANEL.

0' 4'2' 8' 12'

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