Package_1_-_Addition_to_MTF_-_100_Plans.pdf

X X

INSUL. COMPACTED EARTH

RIGID INSUL. GRAVEL / CRUSHED STONE

GYP. BD. CONC.

PLWD.

N

TRUE NORTH

WIND

PLAN NORTH

A-000 A-000 0

A-000

0.00

N ARROW DET. REF.

INT. & EXT. ELEV.

DESIGNATION ROOM NO

NOTE NO.

SECTION

DESIGNATION

DOOR NO.

DWG. TITLE

PTN. TYPE

DESIGNATION

COL. GRID WINDOW TYPE0

XXX

SHEET

IDENTIFICATION

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New York District

C P/

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Ap pr ov er

A-001

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A- 0 0

1-

E EAST

EA. EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

ELECT. ELECTRIC

ELEV., EL. ELEVATION

EQ EQUAL

EQUIP. EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXT. EXTERIOR

EXIST. EXISTING

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FIN. FINISH

FIN. FL. FINISH FLOOR

FIXT. FIXTURE

F.O.S. FACE OF STUD

FR FIRE RESISTANT

FS FLOOR SINK

FT. FOOT

FTG. FOOTING

G.F.C.I. GOVERNMENT FURNISHED

CONTR. INSTALLED

GA. GAUGE

GLAV. GALVANIZED

G.C. GENERAL CONTRACTOR

GOV'T. GOVERNMENT

G.P.M. GALLONS PER

MINUTE

GRD. GROUND

G.W. GREASY WASTE

GYP. GYPSUM

GWB GYPSUM WALL BOARD

GL GLASS

HB HOSE BIB

HC HOLLOW CORE

HD HAND DRYER

HEX. HEXAGONAL

HM HOLLOW METAL

HP HIGH POINT

HR HOUR

HT, HGT. HEIGHT

HW HOT WATER

I.D. INSIDE DIAMETER

IN INCH

INT. INTERIOR

INSUL. INSULATION

JAN. JANITOR

JST. JOIST

JT JOINT

L LITER

LAM. LAMINATE

LAV. LAVATORY

LIN LINOLEUM

LOC. LOCATION

LP LOW POINT

LT. LIGHT

M METER

MAT'L. MATERIAL

MISC. MISCELLANEOUS

MAX. MAXIMUM

MFR. MANUFACTURER

MFD. MANUFACTURED

MECH. MECHANICAL

MEMB. MEMBRANE

MIN. MINIMUM

MM MILLIMETER

MTD. MOUNTED

MTL. METAL

M.R. MOISTURE RESISTANT

N NORTH

N.I.C. NOT IN CONTRACT

NO., # NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIMENSION

O.H. OVERHEAD

OPNG. OPENING

OPP. OPPOSITE

P PLATE

PLWD. PLYWOOD

PREFAB. PREFABRICATED

PSF POUNDS PER SQFT

PSI POUNDS PER SQIN

PT PORCELAIN TILE

PTD. PAINTED

PTN. PARTITION

PVC POLYVINYL CHLORIDE

P.O.B. POINT OF BEGINNING

RAD. RADIUS

REBAR REINFORCING BAR

RECEPT. RECEPTACLE

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

REV. REVISION

RM ROOM

R.O. ROUGH OPENING

S SOUTH

SC SOLID CORE

SHT. SHEET

SQM SQUARE METER

SPEC. SPECIFICATION

S.S. STAINLESS STEEL

STD. STANDARD

STOR. STORAGE

ST. STL. STAINLESS STEEL

STL. STEEL

STRUCT. STRUCTURAL

SURF. MTD. SURFACE MOUNTED

SWC SOLID WOOD CORE

T TOILET

TEL. TELEPHONE

TEMP. TEMPERATURE

THRU THROUGH

T&G TONGUE AND GROOVE

T.O.S. TOP OF STEEL

TF TROWEL FINISH

TYP. TYPICAL

U.C. UNDER CUT

U.L. UNDERWRITER'S LABORATORY

U.N.O. UNLESS NOTED

OTHERWISE

UTIL. UTILITY

VCT VINYL COMPOSITION TILE

VEN. VENEER

VENT. VENTILATION

VERT. VERTICAL

VEST. VESTIBULE

V.I.F. VERIFY IN FIELD

V.T.R. VENT THROUGH ROOF

W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

WH WATER HEATER

W/O WITHOUT

W.P. WATER PROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

E

F

G

H

I

J

L

M

N

O

P

R

S

T

U

V

W

NOTES

MATERIALS

1. DIMENSIONS ARE TO: 2. DOORS NOT DIMENSIONED OR U.N.O.

ARE 150MM (6 IN) FROM FACE OF MTL. STUDS.

- FACE OF CONCRETE

3. WALLS SHALL BE GYP. BD W/ PT FIN. U.N.O.

- OF COLUMN

4. ALL GYP BD CEILINGS SHALL BE PAINTED

- FINISH FACE TO FINISH FACE WHITE U.N.O.

OF GYP. BD. U.N.O.

5. TOILET AREA WALLS SHALL BE MR GWB.

SYMBOLS

ABBREVIATIONS

ANGLE

A/C AIR CONDITION

ACT ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX. APPROXIMATELY

ARCH ARCHITECTURAL

ASPH ASPHALT

ASSY ASSEMBLY

@ AT

AUX AUXILIARY

BD BOARD

BF BROOM FINISH

BIT BITUMINOUS

BLK'G. BLOCKING

BM BEAM

B.O. BOTTOM OF

BOT., BOTT. BOTTOM

BRZ BRONZE

BU BUILT-UP

A

B

CER CERAMIC

CLG. CEILING

CENTER LINE

C. COND CONDUIT CENTER LINE

CJ CONTROL JOINT

CM CENTIMETER

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

COR CONTRACTING OFFICER

REPRESENTATIVE

CT CERAMIC TILE

CTR CENTER

CW COLD WATER

DBL DOUBLE

DET. DETAIL

DIA., DIAMETER

DN. DOWN

DWG. DRAWING

C

D

ABBREVIATIONS (CONTINUED)

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

N-1 N-2 N-3

N-A

N-C N-D

A-101

N-4

N-B

N-2.5

A-2012

A-201 3

60' - 0"

KC-10 ENGINE TRAINING

TRAINING DEVICE WITH

PYLON

NEW 20'-7" WIDE x

18'-6" HEIGHT

OVERHEAD

DOOR (TO MATCH

OPENING SIZE OF

EXIST., V.I.F.) SEE

NOTE 2.

EXIST.

OVERHEAD

DOOR TO REMAIN

NEW 3' WIDE x 6'-

8" HEIGHT SINGLE

SWING DOOR. SEE

NOTE 3.

A-201

A-301

KC-10 MAIN LANDING

GEAR TRAINING

DEVICE

N-1 N-2 N-3

N-A

N-C

N-D

NEW 20'-7" WIDE x

18'-6" HEIGHT

OVERHEAD DOOR

(TO MATCH OPENING

SIZE OF EXIST.,

V.I.F.) SEE NOTE 2.

3'

4" NEW 6' WIDE x 6'-8"

HEIGHT DOUBLE SWING

DOOR. SEE NOTE 3.

A-301

A-502

N-4

N-B

1' - 4" 1' - 2"

EQ

EQ

9 1/4"

A-301

+/- 2' - 8 5/8" 38' - 0" 3' - 0" 10' - 0"

+/- 2' - 8 5/8"

REFINISH NEW OPENING IN

WALL BY RETURNING

EXPOSED FINISHES (BRICK

MASONRY AND GYPSUM WALL

BOARD) INTO DOOR FRAME

AND TO MATCH EXISTING

OPENINGS IN EXISTING WALLS

NEW FIRE

EXTINGUISHER

BRACKET.

N-2.5

A-502

18' - 9" 10' - 0" 10' - 0" 18' - 9"

1'

1/

2" 7'

6'

0"

2'

1/

2"

SHEET

IDENTIFICATION

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A- 1 0

1-

1" = 20'-0"1 OVERALL FLOOR PLAN

1/8" = 1'-0"3 FLOOR PLAN

AREA OF NEW ADDITION

EXISTING C-17 HIGH BAY TRAINING SPACE

GENERAL ARCHITECTURAL NOTES

1.NEW EXTERIOR MATERIALS TO MATCH EXISTING ARE TO MATCH EXPOASED FINISH

AND COLOR. SIZE, TYPE AND THICKNESS MAY VARY. CCONTRACTOR TO FIELD VERIFY

AND COR TO APPROVE.

2.OVERHEAD DOORS TO BE INSULATED SECTIONAL TYPE WITH CONTINUOUS

WEATHERSEAL AND OR WEATHER STRIPPING AT JAMBS, HEAD AND SILL. SEE DETAILS

4, 5 & 6 OF DRAWING SHEET A-502.

3.SWING DOORS TO BE HOLLOW METAL TYPE WITH CONTINUOUS WEATHERSTRIPPING.

SEE DETAILS 2 & 3 OF DRAWING SHEET A-502.

4.COLOR RANGE AND TEXTURE OF BRICK SHALL MATCH THAT OF EXISTING ADJACENT

BUILDING. IT IS ASSUMED THAT THIS IS BOREN PAMLICO NO. 11-55-1, AS

MANUFACTURERED BY PLEASANT GARDEN PLANT #6 TO MATCH THAT OF EXISTING

ADJACENT BUILDING, OR EQUIVALENT AS APPROVED CONTRACTING OFFICER. COLOR

AND COLOR RANGE INDICATED ARE FOR IDENTIFICATION PURPOSES ONLY AND ARE

NOT INTENDED TO LIMIT SESLECTION OF SIMILAR COLOR OR COLOR RANGE FROM

OTHER MAUFACTURER. CONTRACTOR TO FIELD VERIFY COLOR RANGE AND TEXTURE

WITH COR APPROVAL.

5.PAINT COLOR OF INTERIOR OF NEW ADDITION TO M ATCH THAT OF ADJACENT

EXISTING ROOM. EXPOSED ELEMENTS, SUCH AS STRUCTURAL BRACING, UNDERSIDE

OF ROOF DECKING, DUCTS AND CONDUITS, ETC.ARE TO BE PAINTED THE SAME COLOR.

6.NEW FIRE EXTINGUISHER IS GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED

BUT THE EXTINGUISHER BRACKET IS CONTRACTOR FURNISHED AND CONTRACTOR

INSTALLED.

7.ALL ANNOTATED EXPANSION JOINTS TO BE 1/2 INCH WIDE.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

A-301

N-1 N-2 N-3

N-A

N-C

N-D

A-301

4" / 12"

4"

4" / 12"

TO ALIGN W/

ADJACENT

N-4

N-B

A-301

NEW CONT.

SNOW GUARD

RAIL WITH FINISH

TO MATCH

ROOF.

FALL PROTECTION

TIE-OFFS

CLAMPED TO NEW

STANDING SEAM

ONLY, TYP.

MAINTAIN OR

PROVIDE CONT.

DRAINAGE FROM

SECTION OF NEW

GUTTER AND

EXISTING

ADJOINING GUTTER

EXISTING GUTTER

NEW GUTTER

N-2.5N-1 N-2 N-3

N-A

N-C

N-D

N-4

N-B

A-301

N-2.5

EXITING

DOWNSPOUTS

NEW DOWNSPOUT NEW

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

ROOF

AREA 'A' =

1,281 S.F.

ROOF

AREA 'B' =

736 S.F.

ROOF AREA 'C' = 700 S.F.

ROOF AREA 'D' = 1,516 S.F.

SHEET

IDENTIFICATION

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B Y:

US Army Corps of Engineers ®

" x

4"

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A- 1 0

2-

1/8" = 1'-0"2 ROOF LEVEL PLAN 1/8" = 1'-0"3 REFLECTED CEILING PLAN

EXIST. SUSPENDED ACOUSTICAL

TILE

CEILING SYSTEM AFFECTED BY

CONSTRUCTION OF NEW ROOF

ABOVE TO BE REPLACED WITH

MATCHING CEILING

NO SUSPENDED ACOUSTICAL TILE

CEILING SYSTEM - EXPOSED

UNDERSIDE OF ROOF STRUCTURE

1/16" = 1'-0"1 ROOF LEVEL DRAINAGE PLAN

GENERAL ARCHITECTURAL NOTES

1.NEW EXTERIOR MATERIALS TO MATCH EXISTING ARE TO MATCH EXPOASED FINISH

AND COLOR. SIZE, TYPE AND THICKNESS MAY VARY. CCONTRACTOR TO FIELD VERIFY

AND COR TO APPROVE.

2.OVERHEAD DOORS TO BE INSULATED SECTIONAL TYPE WITH CONTINUOUS

WEATHERSEAL AND OR WEATHER STRIPPING AT JAMBS, HEAD AND SILL. SEE DETAILS

4, 5 & 6 OF DRAWING SHEET A-502.

3.SWING DOORS TO BE HOLLOW METAL TYPE WITH CONTINUOUS WEATHERSTRIPPING.

SEE DETAILS 2 & 3 OF DRAWING SHEET A-502.

4.COLOR RANGE AND TEXTURE OF BRICK SHALL MATCH THAT OF EXISTING ADJACENT

BUILDING. IT IS ASSUMED THAT THIS IS BOREN PAMLICO NO. 11-55-1, AS

MANUFACTURERED BY PLEASANT GARDEN PLANT #6 TO MATCH THAT OF EXISTING

ADJACENT BUILDING, OR EQUIVALENT AS APPROVED CONTRACTING OFFICER. COLOR

AND COLOR RANGE INDICATED ARE FOR IDENTIFICATION PURPOSES ONLY AND ARE

NOT INTENDED TO LIMIT SESLECTION OF SIMILAR COLOR OR COLOR RANGE FROM

OTHER MAUFACTURER. CONTRACTOR TO FIELD VERIFY COLOR RANGE AND TEXTURE

WITH COR APPROVAL.

5.PAINT COLOR OF INTERIOR OF NEW ADDITION TO M ATCH THAT OF ADJACENT

EXISTING ROOM. EXPOSED ELEMENTS, SUCH AS STRUCTURAL BRACING, UNDERSIDE

OF ROOF DECKING, DUCTS AND CONDUITS, ETC.ARE TO BE PAINTED THE SAME COLOR.

6.NEW FIRE EXTINGUISHER IS GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED

BUT THE EXTINGUISHER BRACKET IS CONTRACTOR FURNISHED AND CONTRACTOR

INSTALLED.

7.ALL ANNOTATED EXPANSION JOINTS TO BE 1/2 INCH WIDE.

GENERAL ARCHITECTURAL NOTES

• DOWNSPOUT LOCATIONS INDICATED IN ADJACENT ROOF DRAINAGE PLAN ARE BASED

UPON THOSE EXISTING TO REMAIN AND THOSE NEW DOWNSPOUTS TO BE INSTALLED

PER DESIGN.

• TRIBUTARY PLAN AREAS FOR EACH DOWNSPOUT ARE INDICATED IN ADJACENT ROOF

DRAINAGE PLAN.

• AS PER DESIGN, SIZE OF NEW DOWNSPOUTS TO MATCH THAT OF EXISTING WHICH ARE

ASSUMED TO BE 4 IN. x 4 IN. ALL THIS TO BE VERIFIED IN FIELD.

• AS PER DESIGN, SIZE AND STYLE OF NEW GUTTERS TO MATCH THAT OF EXISTING WHICH

ARE ASSUMED TO BE 6 IN. WIDE x 5 IN. HIGH, RECTANGULAR STYLE 'B' AND LEVEL. ALL

THIS TO BE VERIFIED IN FIELD.

• DATA FOR CALCULATIONS ARE FROM SMACNA ARCHITECTURAL SHEET METAL MANUAL,

7th EDITION, 2012.

DOWNSPOUT SIZE CALCULATIONS:

1. (LARGEST) ROOF TRIBUTARY (AREA 'D') = 1,516 SQ. FT. PLAN AREA.

2.1,516 SQ. FT. x DESIGN AREA FACTOR (4:12 PITCH) OF 1.05 = 1,592 SQ. FT. DESIGN AREA.

3.AREA OF EACH DOWNSPOUT = 16 SQ. IN.

4.100 YEAR STORM DRAINAGE RATIO FOR NEW JERSEY = 130 SQ. FT. DESIGN AREA PER 1

SQ. IN. OF DOWNSPOUT AREA.

5.1 DOWNSPOUT = 16 SQ. IN. x 130 SQ. FT. = 2,080 SQ. FT. PLAN AREA CAPACITY.

6.2,080 SQ. FT. (CAPACITY) > 1,516 SQ. FT. (DESIGN).

GUTTER SIZE CALCULATIONS FOR ROOF AREA 'A':

1.ROOF AREA = 1,281 SQ. FT. PLAN AREA

2.LENGTH OF GUTTER = 42 FT.

3.1,281 SQ. FT. x DESIGN AREA FACTOR (4:12 PITCH) OF 1.05 = 1,345 SQ. FT. DESIGN AREA.

4.RATIO OF GUTTER DEPTH TO WIDTH = 0.833.

5.100 YEAR STORM RAINFALL INTENSITY FOR NEW JERSEY = 9.3 IN. PER HR.

6.RAINFALL INTENSITY x DESIGN AREA (IA) = 9.3 IN. PER HR. x 1,345 SQ. FT. = 12,508.

7.AS PER CHART 1-1 OF SMACNA ARCHITECTURAL SHEET METAL MANUAL, REQUIRED

WIDTH OF GUTTER WIDE = 6 IN.

8.6. IN WIDTH (REQUIRED) = 6 IN. WIDTH (DESIGN).

GUTTER SIZE CALCULATIONS FOR ROOF AREA 'D'

1.ROOF AREA = 1,516 SQ. FT. PLAN AREA

2.LENGTH OF GUTTER = 33 FT.

3.1,516 SQ. FT. x DESIGN AREA FACTOR (4:12 PITCH) OF 1.05 = 1,592 SQ. FT. DESIGN AREA.

4.RATIO OF GUTTER DEPTH TO WIDTH = 0.833.

5.100 YEAR STORM RAINFALL INTENSITY FOR NEW JERSEY = 9.3 IN. PER HR.

6.RAINFALL INTENSITY x DESIGN AREA (IA) = 9.3 IN. PER HR. x 1,592 SQ. FT. = 14,806.

7.AS PER CHART 1-1 OF SMACNA ARCHITECTURAL SHEET METAL MANUAL, REQUIRED

WIDTH OF GUTTER WIDE = 6.5 IN.

8.6.5 IN WIDTH (REQUIRED) > 6 IN. WIDTH (DESIGN). THIS SLIGHT DEFICIENCY IN DESIGN

WIDTH TO BE DISREGARDED BECAUSE OF IMMEDIACY OF 2 (EXISTING) OUTLETS

(DOWNSPOUTS) IN GUTTER OF ROOF AREA 'D'.

GUTTER & DOWNSPOUT NOTES & CALCS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

GROUND FLOOR

0' - 0"

B.O. SOFFIT

32' - 0"

A-301

N-1N-2N-3

T.O. CAST STONE

9' - 0"

BRICK VENEER TO MATCH AND

ALIGN WITH EXIST. ADJACENT.

RUNNING BOND

CAST STONE SILL TO MATCH

PROFILE, FINISH AND ALIGH

WITH EXIST. ADJACENT

NEW CONTINUOUS INSULATED

METAL PANEL TO MATCH FINISH

OF EXIST. ADJACENT

NEW TRANSLUSCENT WALL

PANEL CLERESTORY UNIT TO

AND MATCH UNIT SIZE AND

ALIGN WITH EXIST. ADJACENT

NEW GUTTER AND

DOWNSPOUT, TYP. MATCH

FINISH, PROFILE AND ALIGN

WITH THAT OF EXIST.

ADJACENT

SOFFIT AND FASCIA TO

MATCH FINISH, PROFILE

AND ALIGN WITH THAT OF

EXIST. ADJACENT

EXISTING ADJACENT C-17

HIGH BAY TRAINING SPACE

BEYOND

STANDING SEAM METAL

ROOFING TO MATCH THAT

OF AND ALIGN WITH EXIST.

ADJACENT NEW ROOF PANELS &

SUBSTRATE BEYOND

ALIGN

ALIGN

INFILL PORTION OF EXIST.

CLERESTORY WITH INSULATED

METAL PANEL TO MATCH FINISH

OF EXIST. ADJACENT

N-4

20' - 0" 20' - 0" 20' - 0"E.J. TYP.

GUTTER E.J.

NEW GUTTER. MATCH FINISH,

PROFILE AND ALIGN WITH

THAT OF EXIST. ADJACENT

EXISTING DOWNSPOUTS TO

REMAIN OR BE REUSED AND

CONNECTED TO SECTION OF

NEW GUTTER

N-2.5

GROUND FLOOR

0' - 0"

B.O. SOFFIT

32' - 0"

N-AN-CN-D

A-301

T.O. CAST STONE

9' - 0"

CAST STONE SILL TO MATCH

PROFILE, FINISH AND ALIGH

WITH EXIST. ADJACENT

NEW CONTINUOUS INSULATED

METAL PANEL TO MATCH

FINISH OF EXIST. ADJACENT

NEW TRANSLUSCENT WALL

PANEL CLERESTORY UNIT TO

AND MATCH UNIT SIZE AND

ALIGN WITH EXIST. ADJACENT

NEW GUTTER AND

DOWNSPOUT. MATCH FINISH,

PROFILE AND ALIGN WITH

THAT OF EXIST. ADJACENT

SOFFIT AND FASCIA TO

MATCH FINISH, PROFILE

AND ALIGN WITH THAT OF

EXIST. ADJACENT

STANDING SEAM METAL

ROOFING TO MATCH THAT

OF AND ALIGN WITH EXIST.

ADJACENT

INSULATED SECTIONAL OVERHEAD DOOR

TO MATCH FINISH, SIZE AND ALIGN WITH

THAT OF EXIST. ADJACENT

BRICK VENEER TO MATCH AND

ALIGN WITH EXIST. ADJACENT.

RUNNING BOND

EQ. EQ. EQ. EQ. 4' - 11"

EXISTING ADJACENT C-17 HIGH

BAY TRAINING SPACE

LINE OF EXISTING ROOF

SLOPE

ALIGN

ALIGN

CONT. NEW ROOF PANELS OVER

EXIST. ROOF SUBSTRATE

STL. ANGLE CORNER GUARD UP TO

UNDERSIDE OF SILL. SIZE & FINISH TO

MATCH EXIST. ADJACENT, TYP.

N-B

A-301

E.J.EXISTING DOWNSPOUT TO

REMAIN OR BE REUSED

EXISTING GUTTER TO REMAIN OR

BE REUSED AND CONNECTED TO

SECTION OF NEW GUTTER

GUTTER E.J.

GROUND FLOOR

0' - 0"

B.O. SOFFIT

32' - 0"

N-A N-C N-D

A-301

T.O. CAST STONE

9' - 0"

BRICK VENEER TO MATCH

AND ALIGN WITH EXIST.

ADJACENT. RUNNING BOND

CAST STONE SILL TO MATCH

PROFILE, FINISH AND ALIGH

WITH EXIST. ADJACENT

NEW CONTINUOUS

INSULATED METAL PANEL TO

MATCH FINISH OF EXIST.

ADJACENT

NEW TRANSLUSCENT WALL

PANEL CLERESTORY UNIT TO

AND MATCH UNIT SIZE AND

ALIGN WITH EXIST. ADJACENT

NEW GUTTER AND

DOWNSPOUT. MATCH FINISH,

PROFILE AND ALIGN WITH

THAT OF EXIST. ADJACENT

SOFFIT AND FASCIA TO

MATCH FINISH, PROFILE

AND ALIGN WITH THAT OF

EXIST. ADJACENT

STANDING SEAM METAL

ROOFING (BEYOND) TO

MATCH THAT OF AND ALIGN

WITH EXIST. ADJACENT

EQ. EQ.EQ.EQ.4' - 11"

INSULATED SECTIONAL OVERHEAD DOOR

TO MATCH FINISH, SIZE AND ALIGN WITH

THAT OF EXIST. ADJACENT

EXISTING ADJACENT C-17

HIGH BAY TRAINING SPACE

ALIGN

ALIGN

STL. ANGLE CORNER GUARD

UP TO UNDERSIDE OF SILL.

SIZE & FINISH TO MATCH

EXIST. ADJACENT, TYP.

N-B

A-301

GUTTER E.J.

E.J.

EXISTING GUTTER TO REMAIN

WITH CONT. DRAINAGE TO NEW

GUTTER

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

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D

ES

I G N

B Y:

SB

M

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BY

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N

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E:

IS

SU

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C O

N

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AC

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N O

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IT

AT

IO

N N

O

U S

A R

M Y

C O

RP

S

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

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O

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SC

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PL

O

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SHEET OF

/8

'-0

6/

/ 2

3:

: 3

PM

A D

D

IT

IO

N

T O M

A

IN

TE

N

A N

C E

TR

A

IN

IN

G

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

Au th or

Ap pr ov er

A-201

N

EW

YO

R

K D

IS

TR

IC

T

C he ck er

BU

IL

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IN

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EL

E V

AT

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LA

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A- 2 0

1-

1/8" = 1'-0"1 NORTH ELEVATION

1/8" = 1'-0"2 EAST ELEVATION

1/8" = 1'-0"3 WEST ELEVATION

GENERAL ARCHITECTURAL NOTES

1.NEW EXTERIOR MATERIALS TO MATCH EXISTING ARE TO MATCH EXPOASED FINISH

AND COLOR. SIZE, TYPE AND THICKNESS MAY VARY. CCONTRACTOR TO FIELD VERIFY

AND COR TO APPROVE.

2.OVERHEAD DOORS TO BE INSULATED SECTIONAL TYPE WITH CONTINUOUS

WEATHERSEAL AND OR WEATHER STRIPPING AT JAMBS, HEAD AND SILL. SEE DETAILS

4, 5 & 6 OF DRAWING SHEET A-502.

3.SWING DOORS TO BE HOLLOW METAL TYPE WITH CONTINUOUS WEATHERSTRIPPING.

SEE DETAILS 2 & 3 OF DRAWING SHEET A-502.

4.COLOR RANGE AND TEXTURE OF BRICK SHALL MATCH THAT OF EXISTING ADJACENT

BUILDING. IT IS ASSUMED THAT THIS IS BOREN PAMLICO NO. 11-55-1, AS

MANUFACTURERED BY PLEASANT GARDEN PLANT #6 TO MATCH THAT OF EXISTING

ADJACENT BUILDING, OR EQUIVALENT AS APPROVED CONTRACTING OFFICER. COLOR

AND COLOR RANGE INDICATED ARE FOR IDENTIFICATION PURPOSES ONLY AND ARE

NOT INTENDED TO LIMIT SESLECTION OF SIMILAR COLOR OR COLOR RANGE FROM

OTHER MAUFACTURER. CONTRACTOR TO FIELD VERIFY COLOR RANGE AND TEXTURE

WITH COR APPROVAL.

5.PAINT COLOR OF INTERIOR OF NEW ADDITION TO M ATCH THAT OF ADJACENT

EXISTING ROOM. EXPOSED ELEMENTS, SUCH AS STRUCTURAL BRACING, UNDERSIDE

OF ROOF DECKING, DUCTS AND CONDUITS, ETC.ARE TO BE PAINTED THE SAME COLOR.

6.NEW FIRE EXTINGUISHER IS GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED

BUT THE EXTINGUISHER BRACKET IS CONTRACTOR FURNISHED AND CONTRACTOR

INSTALLED.

7.ALL ANNOTATED EXPANSION JOINTS TO BE 1/2 INCH WIDE.

M

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GROUND FLOOR

0' - 0"

B.O. SOFFIT

32' - 0"

N-AN-CN-D

A-301

A-501

T.O. CAST STONE

9' - 0"

EXIST.

SUPENDED

ACOUTICAL TILE

CEILIING SYSTEM

AFFECTED BY

CONSTRUCTION

OF NEW ROOF

ABOVE TO BE

REPLACED WITH

MATCHING

CEILING KC-10 ENGINE TRAINING

TRAINING DEVICE WITH

PYLON

N-B

A-301

AL

IG

N

NEW 1 HOUR FIRE RATED SEPERATION

WALL FROM TOP OF EXIST. WALL TO

UNDERSIDE OF ROOF DECKING: 3 5/8"

METAL STUDS @ 16" O.C. WITH 5/8" THK.

TYPE 'X' GYP. BD.

GROUND FLOOR

0' - 0"

B.O. SOFFIT

32' - 0"

A-301

N-1N-2N-3

A-501

T.O. CAST STONE

9' - 0"

EXISTING ADJACENT C-17 HIGH

BAY TRAINING SPACE BEYOND

NEW ROOF PANELS &

SUBSTRATE BEYOND

INFILL PORTION OF EXIST.

CLERESTORY WITH INSULATED

METAL PANEL TO MATCH FINISH

OF EXIST. ADJACENT

INFILL PORTION OF EXIST.

CLERESTORY WITH INSULATED

METAL PANEL TO MATCH FINISH

OF EXIST. ADJACENT

N-4 N-2.5

GROUND FLOOR

0' - 0"

B.O. SOFFIT

32' - 0"

A-301

N-1N-2N-3

T.O. CAST STONE

9' - 0"

N-4

EXISTING ADJACENT C-17 HIGH

BAY TRAINING SPACE BEYOND

NEW ROOF PANELS &

SUBSTRATE BEYOND

INFILL PORTION OF EXIST.

CLERESTORY WITH INSULATED

METAL PANEL TO MATCH FINISH

OF EXIST. ADJACENT

INFILL PORTION OF EXIST.

CLERESTORY WITH INSULATED

METAL PANEL TO MATCH FINISH

OF EXIST. ADJACENT

KC-10 ENGINE TRAINING

TRAINING DEVICE WITH

PYLON

KC-10 MAIN LANDING

GEAR TRAINING

DEVICE

A-502

N-2.5

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U S

A R

M Y

C O

RP

S

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

PL

O

T

SC

AL

E:

PL

O

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E:

SHEET OF

/8

'-0

6/

/ 2

3:

: 3

PM

A D

D

IT

IO

N

T O M

A

IN

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N

A N

C E

TR

A

IN

IN

G

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

Au th or

Ap pr ov er

A-301

N

EW

YO

R

K D

IS

TR

IC

T

C he ck er

BU

IL

D

IN

G

SE

C

TI

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JB

M cG U

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E

D

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LA

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H U

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A- 3 0

1-

1/8" = 1'-0"1 SECTION A

1/8" = 1'-0"3 SECTION C

1/8" = 1'-0"2 SECTION B

M

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STRUCTURAL BRACING

FLASHING

ALUMINUM TRIM -

FINISH TO MATCH

FRAME

CAST STONE SILL

BRICK VENEER

W/ MORTAR NETTING

IN AIR SPACE

5/8" GLASS MAT

COVERED GYPSUM

SHEATHING W/

SEALED AND

ADHERED AIR AND

WEATHER RESISTANT

BARRIER

R-19 BATT

INSULATION

6" COLD FORMED

METAL FRAMING

FLASHING & WEEPS

GROUT FILL

CONCRETE SLAB W/

VAPOR BARRIER

5/8" GWB

FLASHING

GLASS FIBER

REINFORCED

TRANSLUCENT

INSULATED PANEL

FLASHING

CONT. 2" THICK XPS

R-10 PERIMETER

INSULATION TO

TOP OF FOOTING

MTL DOWNSPOUT

BEYOND

STRUCTURAL BRACING

ALUMINUM TRIM AT

SILL - PAINTED

PT WOOD BLOCKING

FLASHING AND

SEALANT

2" THICK POLYISO R-13

INSULATION

1' - 2 3/4"

3" THICK, R-26

INSULATED METAL

PANEL

A-501

A-501

A-501

3" THICK, R-26

INSULATED METAL

PANEL

T.O. CAST STONE

+9'-0"

B.O. SOFFIT

+32'-0"

GROUND FLOOR

0'-0"

METAL FASCIA - FINISH

TO MATCH ROOF -

EXTEND BEYOND

BLOCKING AND TO

THE UNDERSIDE OF

SOFFIT

STANDING SEAM METAL ROOF SYSTEM

SEALANT & BACKER ROD

2 1/2" MTL FRAMING W/

BATT INSULATION

METAL WALL PANEL SYSTEM

3.3" RIGID INSULATION ON METAL DECK, R-20.4

PT WOOD

BLOCKING

BOLTED TO STL

PLATE

STL PLATE

WELDED TO STL

ANGLE

OUTRIGGER

RIGID INSULATION FILL

1' - 0"

SNOW GUARD - FINISH TO MATCH

ROOF

24 GA GUTTER AND

GUTTER HANGER -

TO MATCH THAT OF

EXIST. ADJACENT IN

PROFILE, MATERIAL,

SIZE AND FINISH

BASE FLASHING

RUBBERIZED UNDERLAYMENT BETWEEN THERMAL BARRIER & RIGID INSULATION

STL ANGLE W/

3/8" STL PL

WELDED TO

ANGLE

5/8" EXTERIOR GYPSUM SOFFIT ON

3" MTL STUDS

STRUCTURAL

BEAM AND

PLATE

MOISTURE BARRIER AT UNDERSIDE OF ALL ROOF DECKING W/ CONTINUOUS

CONNECTION TO WALL MOISTURE BARRIER

5/8" THICK GLASS MATT GYP. BD. THERMAL BARRIER

B.O. SOFFIT

+32'-0"

INSULATED METAL

WALL

PANEL SYSTEM

SEALANT

FLASHING

ALUM FRAME

GLASS FIBER

REINFORCED

TRANLUSCENT

WALL PANEL

WALL GIRT

STRUCTURE

WALL GIRT

STRUCTUREINSULATED

METAL WALL

PANEL

SYSTEM

SEALANT

PT WOOD

BLOCKING

GLASS FIBER

REINFORCED

TRANSLUSCENT

WALL PANEL

ALUM FRAME

FLASHING

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U S

A R

M Y

C O

RP

S

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

PL

O

T

SC

AL

E:

PL

O

T D

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E:

SHEET OF

As in di ca te d

6/

/ 2

3:

: 3

PM

A D

D

IT

IO

N

T O M

A

IN

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N

A N

C E

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A

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IN

G

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

Au th or

Ap pr ov er

A-501

N

EW

YO

R

K D

IS

TR

IC

T

C he ck er

W

AL

L

SE

C

TI

O N

S A N

D D

ET

A I

LS

JB

M cG U

IR

E

D

IX

LA

KE

H U

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ST

A- 5 0

1-

1/2" = 1'-0"1 TYPICAL WALL SECTION

1 1/2" = 1'-0"2 EAVE DETAIL

M

AR

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C

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AP

PR

3" = 1'-0"3 TRANSLUSCENT PANEL HEAD

3" = 1'-0"4 TRANSLUSCENT PANEL SILL

MATCH EXIST. ADJ.

MATCH EXIST. ADJ.

2"

CONT. SEALANT &

BACKER ROD

DOOR FRAME.

GROUT SOLID AT

EXTERIOR

LOCATIONS

DOOR LEAF(S)

9 1/4"

3/ 4"

3/

8"

2"

CONT. SEALANT &

BACKER ROD

DOOR FRAME.

GROUT SOLID AT

EXTERIOR

LOCATIONS

DOOR LEAF(S)

GALV. STL. LINTEL

WITH CONT. STL.

SPACER BEHIND TO

CLOSE OFF CAVITY.

CONT. ST. STL.

FLASHING

LIPPED BRICK

COURSE WITH

VENT WEEP AT

HEAD JOINTS

DOOR LEAF

CONT. WEATHER

SEAL

CONT. STL. JAMB

MOUNTING ANGLE

CORNER GUARD

TRACK

INT. GYP. BD. FINISH

N-4

N-B

MASONRY ANCHORS

STRUCTURAL

BRACING

COLD FORMED

METAL WALL

FRAMING

MASONRY VENEER

DOOR LEAF

CONT. WEATHER

SEAL

CONT. STL. JAMB

MOUNTING ANGLE

TRACK

CONT. SEALANT &

BACKER ROD

SILL BELOW

N-4

N-B STRUCTURAL

BRACING

INSULATED METAL

PANEL

N-1

DOOR LEAF

CONT. WEATHER

SEAL

INSULATED METAL

PANEL

N-4 4"

AL

IG

N

CONT. PREMOLDED

FOAM PAD IN JOINT

CONT. BACKER ROD

AND SEALANT

EXISTING BRICK

VENEER

CONT. BACKER ROD

AND SEALANT, TYP.

NEW BRICK VENEER

NEW GYPSUM BOARD

SHEATHING

EXISTING SHEATHING

EXISTING STRUCTURAL

COLUMN

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U S

A R

M Y

C O

RP

S

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

PL

O

T

SC

AL

E:

PL

O

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AT

E:

SHEET OF

'-0

6/

/ 2

3:

: 3

PM

A D

D

IT

IO

N

T O M

A

IN

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N

A N

C E

TR

A

IN

IN

G

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

Au th or

Ap pr ov er

A-502

N

EW

YO

R

K D

IS

TR

IC

T

C he ck er

D

ET

AI

L S

JB

M cG U

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E

D

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LA

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H U

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ST

A- 5 0

2- 3" = 1'-0"2 DOOR JAMB

3" = 1'-0"3 DOOR HEAD

3" = 1'-0"4 OVERHEAD DOOR JAMB

3" = 1'-0"5 OVERHEAD DOOR JAMB ABOVE

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

3" = 1'-0"6 OVERHEAD DOOR HEAD

3" = 1'-0"1 PLAN DETAIL

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U S

A R

M Y

C O

RP

S

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

PL

O

T

SC

AL

E:

PL

O

T D

AT

E:

SHEET OF

6/

/ 2

3:

: 4

PM

A D

D

IT

IO

N

T O M

A

IN

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N

A N

C E

TR

A

IN

IN

G

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

Au th or

Ap pr ov er

A-901

N

EW

YO

R

K D

IS

TR

IC

T

C he ck er

3D

VI

EW

S

JB

M cG U

IR

E

D

IX

LA

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H U

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A- 9 0

1-

1 3D FROM NORTHEAST

2 3D FROM NORTHWEST

M

AR

K D

ES

C

R

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TI

O

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AT

E

1. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN STRICT ACCORDANCE WITH

THE SAFETY REQUIREMENTS IMPOSED BY THE OWNER AND OSHA. IT IS SOLELY THE

CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND

REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL REMOVE ALL DEBRIS

FROM THE OWNER'S PROPERTY AND DISCARD ACCORDING TO LOCAL REGULATIONS.

2. THIS STRUCTURE HAS BEEN BE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER

IT IS FULLY COMPLETED. THE MANUFACTURERS OF ALL STRUCTURAL PARTS UTILIZED

IN THIS PROJECT SHALL ENSURE THAT ALL DESIGN AND LOAD REQUIREMENTS ARE

CONSIDERED AND SATISFIED IN THE FINAL APPROVED DESIGN. THE CONTRACTOR IS

SOLELY RESPONSIBLE TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCES

REQUIRED TO ENSURE STABILITY OF THE STRUCTURE AND ITS COMPONENT PARTS

DURING CONSTRUCTION. THIS CONSTRUCTION STABILITY REQUIREMENT APPLIES

CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS.

3. SHOP DRAWINGS REQUIRED BY THE PROJECT SPECIFICATIONS AND PREPARED BY

SUPPLIERS AND/OR SUBCONTRACTORS SHALL BE REVIEWED AND STAMPED BY THE

GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE STRUCTURAL ENGINEER. ALL

DEVIATIONS FROM THE ENGINEERING DRAWINGS SHALL BE CIRCLED AND NOTED ON

THE SHOP DRAWINGS BY THE CONTRACTOR. THE SCOPE OF THE STRUCTURAL

ENGINEER'S REVIEW WILL BE LIMITED TO CHECKING CONTRACTOR'S GENERAL

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND DESIGN CONCEPT. NO SHOP

WORK IS PERMITTED TO COMMENCE UNTIL THE RETURN OF THE SHOP DRAWINGS BY

THE GENERAL CONTRACTOR.

4. ALL DETAILS, SECTIONS, AND NOTES PROVIDED ON STRUCTURAL DRAWINGS ARE

INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE, UNLESS

SPECIFICALLY NOTED OTHERWISE. FOR ANY DETAILS AND DIMENSIONS NOT PROVIDED,

REFER TO ARCHITECTURAL DRAWINGS. ALL DIMENSIONS AND ELEVATIONS SHOWN ON

STRUCTURAL DRAWINGS ARE INTENDED TO CONFORM WITH THE INFORMATION

PROVIDED ON ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REPORT ANY

DISCREPANCIES TO THE ARCHITECT OR STRUCTURAL ENGINEER FOR RESOLUTION

BEFORE PROCEEDING WITH ANY ADDITIONAL WORK.

5. EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY

REMOVED AND RE-INSTALLED (INCLUDING NECESSARY MODIFICATIONS) BY THE

CONTRACTOR AFTER COMPLETION OF NEW WORK.

6. OPENING SIZES AND LOCATIONS FOR PIPES, DUCTS, ETC., WHEN DIMENSIONED ON THE

PROJECT DRAWINGS, SHALL BE INSTALLED IN SUCH LOCATION AND SIZE. WHEN SHOWN

WITHOUT DIMENSIONS, SIZES AND LOCATIONS ARE SHOWN FOR GENERAL

INFORMATION ONLY. REFER TO RELATED DRAWINGS (ARCH., MECH., ELECT, ETC.) FOR

OTHER POSSIBLE EQUIPMENT SUPPORTS; WALL, FLOOR AND ROOF OPENINGS; SLEEVES;

AND OTHER EMBEDDED ITEMS NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS.

COORDINATE ALL REQUIRED DIMENSIONS WITH APPLICABLE TRADE CONTRACTORS PRIOR

TO ANY STEEL FABRICATION OR CONCRETE PLACEMENT. ANY OPENINGS REQUIRED TO

BE LARGER THAN OPENINGS SHOWN SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

7. ALL FRAMING MEMBERS PROVIDED ON THE DRAWINGS FOR STRUCTURAL SUPPORT,

MECHANICAL TRADES, ELEVATOR SUPPORT BEAMS, LINTELS, ROOF OPENINGS, ETC.

ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL SUBMIT MANUFACTURER'S

DESIGN DATA FOR THE PROPOSED SUPPORTS AND EQUIPMENT PRIOR TO STEEL SHOP

DRAWING SUBMITTAL, FOR APPROVAL FROM THE STRUCTURAL ENGINEER.

ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ACI 301,

"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", WITH THE FOLLOWING

SUPPLEMENTAL REQUIREMENTS:

1. CONCRETE SHALL BE NORMAL WEIGHT, WITH AGGREGATES CONFORMING TO ASTM C33.

2. CONCRETE SHALL DEVELOP THE FOLLOWING 28-DAY COMPRESSIVE STRENGTH (F'c):

PEDESTALS 4000 PSI, NORMAL WEIGHT

SLAB ON GRADE, FOOTINGS 4000 PSI, NORMAL WEIGHT

ALL OTHER CONCRETE WORK UNO 4500 PSI, NORMAL WEIGHT

3. REINFORCING:

TYPICAL - ASTM A615, GRADE 60

REINFORCING TO BE WELDED - ASTM A706 (INCLUDES DEFORMED BAR ANCHORS)

WELDED WIRE FABRIC - ASTM A185 (FLAT SHEETS ONLY)

4. GROUT UNDER BASE PLATES SHALL BE HIGH STRENGTH (5000 PSI), AND SHALL BE A NON-

METALLIC, NON-SHRINK, NON-GAS FORMING, EXPANSIVE TYPE.

5. PROVIDE 3/4" BEVELS AT CORNERS OF ALL COLUMNS, EDGES OF EXPOSED BEAMS, AND TOP

EDGES AND CORNERS OF EXPOSED WALLS.

6. MAXIMUM LENGTH OF FOUNDATION WALL AND SLAB POUR BETWEEN CONSTRUCTION JOINTS

SHALL NOT EXCEED 100 FEET, WHILE MAXIMUM AREA OF A SINGLE SLAB POUR SHALL NOT

EXCEED 10,000 SQUARE FEET. JOINTS NOT INDICATED ON STRUCTURAL DRAWINGS ARE NOT

PERMITTED WITHOUT WRITTEN APPROVAL FROM STRUCTURAL ENGINEER. ALL REINFORCING

CONTINUOUS THROUGH THE CONSTRUCTION JOINT. OTHER LOCATIONS MAY BE

ACCEPTABLE IF PROPERLY DESIGNED.

7. CHLORIDE BASED ADMIXTURES ARE PROHIBITED IN ALL REINFORCED CONCRETE. OTHER

ADMIXTURES SHALL CONFORM TO ASTM C494.

8. MAXIMUM SLUMP SHALL BE 4" +/- 1", AS DETERMINED IN ACCORDANCE WITH ASTM C143.

9. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER 5 1/2% +/- 1 1/2%.

10. CJ SHOWN ON PLAN INDICATES EITHER SLAB CONTRACTION JOINT OR CONSTRUCTION

JOINT AT CONTRACTOR'S OPTION. SLAB CONTRACTION JOINTS SHALL BE A 1/8" WIDE

SAWCUT (MINIMUM OF 1/4 OF SLAB DEPTH). SLAB CONSTRUCTION JOINTS SHALL HAVE 3/4"

DIAMETER SMOOTH DOWELS, 18" LONG, 12" O.C. CENTERED IN SLAB.

11. ALL REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 OR

A996 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, AND

BE FURNISHED IN FLAT SHEETS.

12. CONCRETE CLEAR COVER FOR REINFORCING STEEL FROM FACE OF CONCRETE:

CAST IN PLACE CONCRETE (MEASURE TO OUTERMOST REINFORCING):

WALLS, PEDESTALS 2"

FOOTINGS 3"

SLABS EXPOSED TO EARTH AND WEATHER 1-1/2"

GRADE BEAMS (EDGE OF STIRRUPS) 2" TOP, 3" BOT, 3" SIDES

13. ALL HOOK BARS SHALL CONTAIN 90 DEGREE ACI STANDARD HOOKS UNLESS NOTED

OTHERWISE. HOOKS MAY BE ROTATED TO MAINTAIN CLEARANCES. ALL BAR SPLICES

AND LAPS, WHEN NOT SPECIFICALLY DIMENSIONED ON DRAWINGS, SHALL BE AS PER

ACI STANDARD REQUIREMENTS. CLASS B LAPS SHALL BE USED UNLESS OTHERWISE

NOTED. CLOSED STIRRUPS MAY BE CONSTRUCTED IN TWO PIECES, 135 DEGREE HOOKS

SHALL BE USED.

14. REFER TO THE DRAWINGS FOR REINFORCING LAP REQUIREMENTS. WHERE LAP SPLICES

ARE NOT SHOWN, LAP PER ACI 318 OR CRSI STANDARDS.

15. PROVIDE HORIZONTAL EXTERIOR CORNER BARS WITH SAME SIZE AND SPACING AS WALL

REINFORCING BARS, UNLESS NOTED OTHERWISE.

16. PROVIDE REINFORCING IN SLABS ON GRADE, 1-1/2" FROM TOP OF SLAB:

6" SLABS 6x6 - W2.1x2.1 WWF

17. WHERE SCHEDULES BARS ARE NOT PRESENT, PROVIDE CONTINUOUS #5 TOP AND BOTTOM

BARS TO SUPPORT STIRRUPS AS REQUIRED FOR THE LENGTH OF THE STIRRUP SPACING IN

ALL BEAMS.

18. WALL FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH ADJACENT COLUMN

FOOTINGS.

19. BAR SUPPORTS FOR CONCRETE EXPOSED TO VIEW SHALL HAVE PLASTIC COATED LEGS OR

BE HOT DIP GALVANIZED AFTER FABRICATION.

20. THE PLACEMENT OF CONDUITS IN CONCRETE SLAB ON GRADE SHALL ADHERE TO THE

FOLLOWING:

A. OUTSIDE DIAMETER OF CONDUITS SHALL BE 1" OR LESS WHERE EMBEDDED IN

SLABS AND JOINTS, AND 1 1/2" OR LESS WHERE EMBEDDED IN BEAMS, WALLS,

OR COLUMNS.

B. BUNCHING OF CONDUITS IS NOT PERMITTED. CONDUITS SHALL BE SPACED

3 DIAMETERS OR GREATER ON CENTER. NO CROSSOVERS ARE PERMITTED IN

SLABS.

C. LONGITUDINAL PLACEMENT OF CONDUITS IN INDIVIDUAL JOISTS AND BEAMS

SHALL BE LIMITED TO ONE CONDUIT PER JOIST AND THREE CONDUITS PER BEAM.

D. MINIMUM CONCRETE COVER ON CONDUITS SHALL BE 1 1/2".

E. ALUMINUM CONDUITS, PIPES, OR SLEEVES ARE NOT PERMITTED.

21. REBAR SHALL NOT BE HEATED WITH A TORCH IN THE FIELD.

22. CONCRETE FINISH:

A. FLOOR SLAB - HARD TROWELED FINISH

B. PAVING SLABS SIDEWALKS - FLOAT BROOM TYPICAL UNLESS ARCHITECTURAL

FINISHES ARE CALLED FOR

1. ALL EXCAVATION WORK SHALL PROCEED WITH CAUTION TO AVOID DAMAGE TO UNKNOWN

UNDERGROUND UTILITIES.

2. THE FOUNDATION DESIGN IS BASED UPON THE RECOMMENDATIONS OUTLINED IN THE

SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION.

3. ALL EXCAVATIONS SHALL BE INSPECTED BY A REPRESENTATIVE OF THE GEOTECHNICAL

ENGINEER OR AN ACCEPTED GEOTECHNICAL TESTING AGENCY TO VERIFY THAT PROPER

BEARING MATERIAL EXISTS PRIOR TO PLACING FOUNDATION CONCRETE.

4. ALL FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF

2000 PSF. SOILS UNSUITABLE FOR SUPPORTING FOUNDATIONS SHALL BE REMOVED AND

BACKFILLED TO DESIGN BEARING ELEVATION, AS DIRECTED BY THE GEOTECHNICAL

ENGINEER. ALL FOUNDATION BEARING SURFACES SHALL BE UNDISTURBED, LEVEL

(WITHIN 1 IN 12), AND UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL BE POURED

NEAT (WITHOUT SIDE FORMS) WHERE SOIL CONDITIONS PERMIT. SLAB BEARING MATERIAL

SHALL BE PER GEOTECH DOCUMENTS.

5. AS ILLUSTRATED ON THE BORING LOGS, UNCONTROLLED FILL EXISTS BENEATH THE

PROPOSED DPW BUILDING. THIS FILL SHALL BE REMOVED IN THE PRESENCE OF THE

CONTRACTING OFFICER AND REPLACED WITH STRUCTURAL FILL WITHIN THE BUILDING

FOOTPRINT AND TO 10 FEET OUTSIDE THE EXTERIOR EDGE OF EXTERIOR FOOTINGS.

DEPTH OF FILL REMOVAL SHALL BE DETERMINED BY THE CONTRACTING OFFICER.

REFERENCE SPECIFICATION SECTION 31 00 00 EARTHWORK.

6. ALL COLUMN DOWELS AND ANCHOR BOLTS SHALL BE SET BY A TEMPLATE METHOD

PRIOR TO CONCRETE PLACEMENT, UNLESS SPECIFICALY NOTED TO BE AFTER SET

ANCHORS. ALL ANCHORS SHALL BE ASTM F1554

FOUNDATIONS

CAST-IN-PLACE CONCRETE/REINFORCING STEELGENERAL NOTES

STRUCTURAL DESIGN DATA

GOVERNING DESIGN SPECIFICATION

INTERNATIONAL BUILDING CODE (IBC 2009)

ROOF & FLOOR LIVE LOADS:

ROOF 20.0 PSF

TRAINING FLOOR TBD PSF

ROOF & FLOOR TOTAL DEAD LOADS:

ROOF 13.5 PSF

EXTERIOR WALL 60.0 PSF

STRUCTURAL STEEL

THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS", AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:

1. WIDE FLANGE ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A572A OR ASTM A992, Fy=50 KSI, WHILE ALL PLATES, BARS, CHANNELS, AND ANGLES SHALL CONFORM TO ASTM A36, Fy=36 KSI. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B, Fy=46 KSI FOR SQUARE AND RECTANGULAR SHAPES, AND Fy=42 KSI FOR ROUND SHAPES.

2. GROUT UNDER THE STEEL BEARING SHALL BE NON- METALLIC, NON -SHRINK, NON GAS FORMING, 5,000 PSI

MINIMUM COMPRESSIVE STRENGTH.

3. STRUCTURAL STEEL SHALL BE NEW UNLESS NOTED OTHERWISE, AND SHALL BE MADE FREE OF RUST, SCALE, ETC., AND SHIPPED WITH ONE COAT OF GRAY OXIDE PRIMER. AFTER ERECTION, EXPOSED STEEL SHALL BE PAINTED PER PROJECT SPECIFICATIONS. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED.

4. BEAM SIMPLE SHEAR CONNECTIONS NOT DETAILED ON STRUCTURAL DRAWINGS SHALL BE DESIGNED BY STEEL SUPPLIER FOR LOADS SHOWN ON DRAWINGS OR FOR REACTIONS DETERMINED BY USING THE ALLOWABLE

UNIFORM LOAD AS TABULATED IN PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION

FOR THE SECTION, SPAN AND STRENGTH OF STEEL SPECIFIED. CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER BOLTS, ASTM A325 TIGHTENED TO A SNUG-TIGHT CONDITION PER AISC REQUIREMENTS.

5. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULL LENGTH FILLET WELDS BOTH

SIDES OF MEMBER. WELD SIZES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

MEMBER THICKNESS (INCHES) WELD SIZE (INCHES)

3/16 3/16 1/4 3/16 5/16 3/16 3/8 1/4 7/16 1/4 1/2 5/16 9/16 3/8 5/8 7/16

6. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING A SPLICE NOT SHOWN AND

DETAILED ON SHOP DRAWINGS WILL BE REJECTED.

7. WELDING SHALL CONFORM TO THE CURRENT AWS D1.1 "STRUCTURAL WELDING CODE - STEEL", AND WELDING ELECTRODES SHALL BE E70XX..WELDS SHALL BE MADE ONLY BY CERTIFIED WELDERS AND WELDING OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED IN THE CURRENT AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". PROOF OF CERTIFICATION SHALL BE SUBMITTED TO THE OWNER FOR

ACCEPTANCE BEFORE ANY WELDING IS PERMITTED TO BEGIN.

8. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIRED TO BE HOT-DIP GALVANIZED AFTER FABRICATION. ALL EXTERIOR UNTELS AND SHELF ANGLES ARE TO BE HOT DIPPED

GALVANIZED.

9. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING, NAILERS, SLIPS, AND TIES IN ACCORDANCE WITH

ARCHITECTURAL/STRUCTURAL DETAILS.

10. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PER SPECIFICATION 05 05 23 .

11. ALL STEEL EXPOSED TO VIEW SHALL BE CLASSIFIED AS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) AS

DEFINED BY THE AISC CODE OF STANDARD PRACTICE AND SHALL BE TREATED AS SUCH.

STEEL DECK

1. ROOF DECK ATTACHMENT PATTERN PER TYPICAL DETAILS, UNO.

2. ALL DECKING SHALL BE SUPPLIED IN LENGTHS SUFFICIENT TO PERMIT THREE-SPAN

SUPPORT CONDITIONS UNLESS SPECIFICALLY DETAILED OTHERWISE.

3. STEEL DECK SHALL BE 20 GAGE METAL DECKING.

Fy = 50 ksi; I = 0.409 in /ft; S = 0.341 in /ft; I = 0.406 in /ft; S = 0.346 in /ft

SNOW LOAD DESIGN DATA:

GROUND SNOWLOAD (Pg) 25.0 PSF FLAT-ROOF SNOWLOAD, (Pf) 15.8 PSF SNOW EXPOSURE FACTOR (Ce) 0.9 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.0

WIND LOAD DESIGN DATA:

BASIC DESIGN WIND SPEED 105 MPH

OCCUPANCY CLASSIFICATION II

EXPOSURE CATEGORY C

WIND LOAD IMPORTANCE FACTOR, (Iw) 1.0

SEISMIC DESIGN DATA:

OCCUPANCY CLASSIFICATION II

SEISMIC IMPORTANCE FACTOR, (Ie) 1.0

SITE CLASS D

SEISMIC DESIGN CATEGORY B

DESIGN METHOD: EQUIVALENT LATERAL FORCE PROCEDURE

Ss 0.26g S1 0.06g Site Class D

SDS 0.28

SS1 0.09

CONCRETE CONSTRUCTION JOINTS

1. CONTRACTOR SHALL PROVIDE NECESSARY CONSTRUCTION JOINTS IN MONOLITHIC CONRETE

POURS SO THAT THE QUALITY OF PLACEMENT AND FINISH MEETS THE REQUIREMENTS OF PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT A PLAN SHOWING THE LOCATION OF ALL

CONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER FOR APPROVAL.

2. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL VERTICAL

CONSTRUCTION JOINTS IN SLABS AND BEAMS SHALL BE MADE WITH BULKHEADS. ADDITION

REINFORCING AT CONSTRUCTION JOINTS SHALL BE AS SPECIFIED BY STRUCTURAL ENGINEER.

SEE TYPICAL CONSTRUCTION JOINT DETAILS.

LIGHT GAUGE STEEL FRAMING GENERAL NOTES

1. DIMENSIONS SHOWN IN THIS PACKAGE ARE FOR DESIGN REFERENCE ONLY. CONTRACT

DRAWINGS SHOULD BE USED IN DETERMINING EXACT DISTANCES AND ALL CONDITIONS

SHOULD BE FIELD VERIFIED BEFORE ERECTION. ALL LIGHT GAUGE METAL FRAMING

SHALL BE FABRICATED IN ACCORDANCE WITH LATEST AISI SPECIFICATIONS.

2. ALL STRUCTURAL CONNECTIONS SHALL BE COMPLETE AS PER THE PLANS AND

SPECIFICATIONS AT THE TIME OF INSTALLATION. FAILURE TO PROMPTLY COMPLETE

CONNECTIONS MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING.

3. HEAVIER GAUGES MAY BE SUBSTITUTED.PROVIDE SHOP DRAWINGS INCLUDING SHAPES,

GAUGES, SIZES,SPACINGS,LOCATIONS AND CONNECTIONS.

4. ALL COLD FORMED SECTIONS TO BE DESIGNED PER LATEST AISI CODE & ALSO PER

DESIGN CRITERIA LISTED ON DWG S-001D. ALL DRAWINGS TO BE SIGNED & SEALED BY

PROFESSIONAL ENGINEER OF THE STATE WHERE BUILDING IS CONSTRUCTED.

SHEET

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S-201

S-201

S-201

------X------------------------------------X------

-X

--X

-X

--X

6'

0"

7'

" HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

HSS10X10X1/2

HSS10X10X1/2HSS14X14X1/2HSS10X10X1/2

HSS10X10X1/2

14' - 0"

15' - 0"

"6'

1"

7'

6'

1"

4'

6" 6'

0"

1'

6"

8' - 0"

10' - 0"

18' - 0"

18' - 9" 10' - 0" 10' - 0" 18' - 9"

BP-1

BP-1

BP-2

BP-2 BP-3 BP-2

BP-2

BP-1

BP-1

BP-1

BP-1

CJ

CJ

CJ CJ

CJCJ

CJ CJ

CJ

T/FTG EL.

0' - 0"

ENGINE

FOOTINGS -

SEE NOTES

T/FTG EL.

0' - 0"

LANDING

GEAR

FOOTINGS -

SEE NOTES

4'

0"

ENGINE SUPPORT - TO BE SUPPLIED BY MFR.

6" SLAB ON GRADE

1'

6"

6 - #4 BARS @ 8"

4 - #4 BARS @ 12"

36 - #5 BARS @ 6"

ENGINE TRAINER FOOTING

7'

0"

6" SLAB ON GRADE

12 - #4 @ 8" 10 - #4 @ 8"

LANDING GEAR TRAINER FOOTING

18' - 0"

8' - 0"

1'

6"

SHEET

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1/8" = 1'-0"1 FOUNDATION

CF-1 CF-1SF-1 SF-1

CF-2

SF-2

SF-3

SLAB ON GRADE - SEE NOTES

FOUNDATION PLAN NOTES:

1. ----X----X---- INDICATES THE LOCATION OF BRACED FRAMES.

2. TOP OF SLAB ELEVATION 0' - 0" (CORRESPONDS TO 115' - 9" SHOWN ON AS BUILT DRAWINGS OF EXISTING

STRUCTURE.

3. TOP OF FOOTING ELEVATION -3" - 0" (112" - 9" ON AS BUILT DRAWINGS) UNLESS OTHERWISE NOTED.

4. 6" SLAB-ON-GRADE w/ 6 x 6 w2.9 x w2.9 WWF.

5. SEE S-501 AND S-501A FOR FOOTING DETAILS.

6. COORDINATE FOUNDATION AND SLAB-ON-GRADE WORK WITH UNDERGROUND UTILITIES. PROVIDE ALL REQUIRED BLOCK OUTS, OPENINGS AND SLEEVES FOR PIPING, CONDUITS, DUCT BANKS, ETC. PROTECT

ALL EXISTING UTILITIES IN OPERATION.

7. COORDINATE LOCATION OF EXTERIOR WALL LINE WITH ARCHITECTURAL DRAWINGS.

8. CONTRACTOR WILL COORDINATE FOR ADDITIONAL FOOTING REQUIREMENTS AND CONCRETE PADS FOR THE PLACEMENT OF TRAINING EQUIPMENT TO BE SUPPLIED UNDER SEPARATE CONTRACT. THIS WILL INCLUDE, BUT NOT BE LIMITED TO, ADDITIONAL FOOTINGS BENEATH EQUIPMENT SUPPORTS, MOUNTING

BRACKETS FOR EQUIPMENT AND ADDITIONAL REINFORCING IF REQUIRED.

9. NORMAL WEIGHT CONCRETE SLAB TO BE PLACED ON 10 MIL POLYETHYLENE SHEET VAPOR BARRIER OVER 6 " COMPACTED WASHED CRUSHED STONE ON APPROVED COMPACTED STRUCTURAL FILL SUBGRADE.

10. CENTER ALL COLUMNS ON GRID LINES. FOOTINGS TO BE PLACE AS INDICATED ON PLAN.

11. SEE BASE PLATE DETAILS ON S-503 FOR SIZES.

12 CJ INDICATES CONSTRUCTION JOINT.

13. EQUIPMENT FOOTINGS SHOWN ON DRAWING PROVIDED FOR BIDDING PURPOSES ONLY. FINAL EQUIPMENT

FOOTINGS AND EQUIPMENT MOUNTING TO BE DESIGNED BY CONTRACTOR BASED ON SUPPLIED

EQUIPMENT. LOADS USED IN THE DESIGN OF EQUIPMENT FOOTINGS SHOWN:

ENGINE TRAINER LANDING GEAR TRAINER

DL: 60,000 LBS 20,000 LBS

LL: 5,000 LBS 2,500 LBS

IMPACT LOAD: 10,000 LBS (SHEAR LOAD) 5,000 LBS

14. FINAL LOCATION OF EQUIPMENT FOOTINGS SHALL BE COORDINATED WITH COR, EQUIPMENT

MANUFACTURER AND THE USER.

FINAL DESIGN TO BE BASED ON EQUIPMENT SUPPLIER SPECIFICATIONS AND REQUIREMENTS.

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A

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W

X2

W12X22 W12X22

W

X2

HSS12X6X1/2

H

SS

X6

X1 /2

H

SS

X6

X1 /2

N-A

N-B

N-3N-2N-1

N-C

W

X2

W12X26 W12X22 W12X26

W

X2

N-D

W

X2

W

X2

N-2.5 N-4

S-201

H

SS

X6

X1 /2

0"

H

SS

X6

X1 /2

0"

S-201

S-201

------X------------------------------------X------

-X

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-X

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W14X34 W14X34

18' - 5"

18' - 9" 10' - 0" 10' - 0" 18' - 9"

6'

0"

7'

HH

H

S-503

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S -1

1/8" = 1'-0"1 INTERMEDIATE FRAMING

INTERMEDIATE FRAMING PLAN NOTES:

1. ----X----X---- INDICATES LOCATION OF BRACED FRAMES, SEE DRAWING S-201 FOR

BRACED FRAME ELEVATIONS.

2. STRUCTURAL ELEMENTS DEPICTED WITH DASHED LINES INDICATE EXISTING

BUILDING FRAMING.

3. TOP OF STEEL ELEVATION 16' - 9".

4. SEE DRAWING S-502 FOR STEEL DETAILS.

5. COORDINATE ALL STEEL LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND

PLUMBING AND FIRE PROTECTION DRAWINGS.

6. COORDINATE LADDER FOR ROOF ACCESS WITH ARCHITECTURAL DRAWINGS.

7. GENERAL CONTRACTOR SHALL COORDINATE FOR THE LOCATIONS AND REQUIRED

CLEARANCES OF ANY EQUIPMENT PRIOR TO STEEL ERECTION.

8. (H) INDICATES HIGH BEAM TOS ELEVATION INDICATED BELOW BEAM

DESIGNATION; (S) INDICATES SLOPED BEAM.

9. GENERAL CONTRACTOR TO VERIFY LOCATION OF EXISTING STEEL AND

CONDITION OF STEEL. ANY MODIFICATIONS TO DESIGN DUE TO EXISTING

CONDITIONS TO BE APPROVED BY CONTRACTING OFFICER.

10. VERIFY ELEVATIONS AND LOCATIONS OF DOORS IN EXISTING BUILDING PRIOR TO

ERECTION OF STEEL.

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A.8 W12X19 W12X19

W18 X86W18X86

N-A

N-B

N-3N-2N-1

N-C

N-D

N-2.5

W18X65

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12 W10X12

W10X12

W10X12

W10X12

W10X12W10X12

W10X12 W10X12

W10X12 W10X12

W10X12 W10X12

W10X12 W10X12

W10X12 W10X12

W10X12 W10X12

W10X12 W10X12

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1 9 W

X1 2 W

X1 2 W

X1

W

X1

N-4

W10X12

W

X3

W

X3

W

X3

W

X3

W10X12 W10X12

W10X12

W10X12

W10X12

W12X19 W12X19

W10X12

W10X12

W10X12

W10X12

W

X3

W

X3

W14X34 W14X34

W14X34

W

X3

W

X3

W

X3

W

X3

W16X50

W16 X50

W10X12

S-201

S-201

S-201

------X------------------------------------X------

-X

--X

-X

--X

- ------X------------------------------------X------

-X

--X

-X

--X

W

X6

/8

W

X6

/8

18' - 9" 10' - 0" 10' - 0" 18' - 9"

6'

0"

7'

/2

L6x4x3/8

UNO

3'

1/

2"

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

SS

S S S S S S

SSS S

S

S

H H

S

S-503

S-503

S-503

S-503

S-503

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

JU

N E

, 2

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

/8

'-0

4/ 7/

2 0

:5

6 :

A M

A D

DI

T I

O N

T O M

A

IN

TE

N

A N

CE

T

R

AI

NI

NG

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

A ut ho r

A pp ro ve r

S-103

N

EW

Y O

R K

D

IS

TR

IC

T N

E W Y

O R

K, N

E W Y

O R

K

8-

F

ED

ER

AL

P

LA

ZA

N

EW

Y

O R

K, N

Y R

O O

M

C he ck er

R O

O F

FR

AM

IN

G

P

LA

N

JB

M cG U

IR

E

D

IX

L

AK

E H U

R

ST

S -1

1/8" = 1'-0"1 RIDGE

ROOF FRAMING NOTES:

1. ----X----X---- INDICATES LOCATION OF BRACED FRAME.

2. > INDICATES LOCATION OF MOMENT CONNECTION.

3. TOP OF STEEL FOR EAVE IS 33' - 7". RIDGE BEAM ELEVATIONS INDICATED ON

DRAWING.

4. ROOF CONSTRUCTION: STANDING SEAM ROOF ON RIGID INSULATION OVER

ROOF DECK 1 1/2" DEEP 20 GA STEEL DECK SUPPORTED BY STEEL

FRAMING.

5. ROOF DECK WELDING PATTERN 5/8" DIA PUDDLE WELDS 36/4 MIN

REQUIRED. PROVIDE MINIMUM 3 SIDE LAP FASTENERS PER SPAN. PROVIDE

5/8" DIA PUDDLE WELDS @ 12" OC MIN @ FRAMING PARALLEL WITH THE

DECK SPAN.

6. CONTRACTOR TO COORDINATE ALL FINAL EDGE CONDITIONS AND EAVE

DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

7. CONNECTIONS TO EXISTING STEEL FOR NEW ROOF FRAMING TO BE FIELD

WELDED SHEAR TABS WITH A MINIMUM OF TWO BOLTS PER

CONNECTION. SEE DRAWING S-503.

8. ALL EAVE, HIP, RIDGE AND VALLEY BEAMS REQUIRE CONT 16 GA BENT PLATE

WELDED TO TOP FLANGE. COORDINATE GEOMETRY OF BENT PLATE WITH

TOP OF STEEL AND BOTTOM OF DECK ELEVATION. COORDINATE WITH

ARCHITECTURAL DRAWINGS.

9. "S" INDICATES SLOPED BEAM.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

4.1 4.9 5.3 6.5

A.4

A.8

N-3N-2N-1 N-2.5 N-4

W

X3

W

X3

W14X34 W14X34 W14X34

W

X3

W

X3

W12X19 W12X19

W18 X86W18X86

W10X12 W10X12

W10X12

W10X12

W10X12

W10X12

W12X19 W12X19

W10X12

W10X12

W10X12

W10X12

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

W

X1

12' - 10" 10' - 7" 8' - 2" 3' - 7" 6' - 5" 10' - 0" 18' - 9"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

JU

N E

, 2

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

/8

'-0

4/ 7/

2 0

:5

6 :

A M

A D

DI

T I

O N

T O M

A

IN

TE

N

A N

CE

T

R

AI

NI

NG

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

A ut ho r

A pp ro ve r

S-103D

N

EW

Y O

R K

D

IS

TR

IC

T N

E W Y

O R

K, N

E W Y

O R

K

8-

F

ED

ER

AL

P

LA

ZA

N

EW

Y

O R

K, N

Y R

O O

M

C he ck er

R O

O F

F R

AM

IN

G

D

EM

O

LI

TI

O

N P L

AN

JB

M cG U

IR

E

D

IX

L

AK

E H U

R

ST

S -1

D

ROOF FRAMING DEMOLITION NOTES:

1. ---X----X--- INDICATES LOCATION OF EXISTING BRACED FRAME.

2. INDICATES EXISTING STEEL FRAMING TO BE REMOVED.

3. TOP OF STEEL ELEVATIONS INDICATED ON PLAN.

4. VERIFY ACCURACY OF DRAWINGS SHOWING EXISTING STEEL FRAMING PRIOR TO

DEMOLITION. ANY DISCREPANCIES OR MAJOR DEVIATIONS FROM AS BUILT OR

CONSTRUCTION DRAWINGS TO BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER PRIOR TO ANY DEMOLITION OR CONSTRUCTION OF

NEW STEEL FRAMING.

5. REMOVE CONNECTIONS FOR DEMOLISHED STEEL FRAMING AS NECCESSARY TO

ACCOMODATE NEW CONNECTIONS FOR NEW STEEL FRAMING. DO NOT REUSE

EXISTING STEEL CONNECTIONS FOR NEW FRAMING.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

FOUNDATION

-5' - 0"

RIDGE

45' - 3 3/8"

T/SLAB

0' - 0"

EAVE

33' - 7"

A

INTERMEDIATE

FRAMING

16' - 9"

N-A N-B N-C N-D

HSS5X5X1/2HSS5X5X1/2

W12X22

W14X34

T = C = 15 kip

S-502

S-502

S-502

S-502

HS

S5

X5 X1

/2 HSS5X5X1/2

HSS5X5X1/2HS

S5

X5 X1

/2

FOUNDATION

-5' - 0"

RIDGE

45' - 3 3/8"

T/SLAB

0' - 0"

EAVE

33' - 7"

6.5

INTERMEDIATE

FRAMING

16' - 9"

N-3 N-2 N-1N-2.5N-4

W12X22

W14X34

S-502

S-502

S-502

S-502

HSS5X5X1/2 HSS5X5X1/2

HSS5X5X1/2HSS5X5X1/2

S-502

FOUNDATION

-5' - 0"

RIDGE

45' - 3 3/8"

T/SLAB

0' - 0"

EAVE

33' - 7"

INTERMEDIATE

FRAMING

16' - 9"

N-A N-B N-C N-D

W14X34

W12X22

S-502

S-502

S-502

S-502

HS

S5

X5 X1

/2

HSS5X5X1/2

HSS5X5X1/2HS

S5

X5 X1

/2

S-502

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

JU

N E

, 2

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

/8

'-0

4/ 7/

2 0

:5

6 :

A M

A D

DI

T I

O N

T O M

A

IN

TE

N

A N

CE

T

R

AI

NI

NG

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

A ut ho r

A pp ro ve r

S-201

N

EW

Y O

R K

D

IS

TR

IC

T N

E W Y

O R

K, N

E W Y

O R

K

8-

F

ED

ER

AL

P

LA

ZA

N

EW

Y

O R

K, N

Y R

O O

M

C he ck er

EL

EV

AT

IO

N S

- L

AT

E R

AL

F R

A M

ES

JB

M cG U

IR

E

D

IX

L

AK

E H U

R

ST

S -2

1/8" = 1'-0"1 East Framing Elevation - Column Line N-4 1/8" = 1'-0"2 North Framing Elevation - Column Line N-A

1/8" = 1'-0"3 West Framing Elevation - Column Line N-1

LATERAL BRACED FRAME NOTES:

1. SEE PLANS FOR LOCATION OF BRACED FRAMES.

2. COORDINATE WITH ARCHITECTURAL DRAWINGS.

3. SEE DRAWING S-502 FOR CONNECTION DETAILS.

4. SEE PLANS FOR TOS ELEVATIONS.

EL. 19'-10" EL. 19'-10"

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

2' - 4"

2'

4"

14 - #7 BAR

TIES #6

BAR @ 13"

2' - 4"

2'

4"

14 - #7 BAR

TIES #6 BAR @ 13"

N-D N-C

N-D N-C

5'

0"

4'

0" 4'

0"

1' - 2" 6' - 8 1/2" 4' - 1 1/2"

2'

0" 3'

0"

6 - #5 @ 18"

21 - #5 @ 7"

CF-2 PEDESTALS

14 - #5 @ 6"

PLAN VIEW LAYOUT OF

CF-2 REINFORCING NOT

SHOWN FOR CLARITY

N-1

NOTE: WALL FOOTINGS ARE NOT SHOWN FOR CLARITY.

2'

0" 3'

0"

2'

4"

2' - 4"

6' - 1" 7' - 10" 6' - 1"

7'

0" 7'

0"

2' - 4"

2'

4"

20 - #5 @12" 10 - #5 @ 18"

14 - #7 BARS

TIES:

#6 @ 13"

14 - #7 BARS

TIES: #6 @ 13"

34 - #5 @ 7" 24 - #5@ 7"

PLAN VIEW LAYOUT OF CF-1

REINFORCING NOT SHOWN

FOR CLARITY

N-A N-B

N-A N-B

N-1 N-4

NOTE: WALL FOOTINGS ARE NOT SHOWN FOR CLARITY.

2' - 4"

2'

4"

2'

0" 3'

0"

7' - 6" 7' - 6"

7'

6" 7'

6"

15 - #5 @ 12"15 - #5 @ 12"

20 - #7 @ 9"20 - #7 @ 9"

N-2 N-3

N-A

N-A

14 - #7

TIES: #6 @ 13"

PLAN VIEW LAYOUT OF SF-1

REINFORCING NOT SHOWN FOR

CLARITY

NOTE: WALL FOOTINGS ARE NOT SHOWN FOR CLARITY.

2' - 4"

2'

4"

2'

0" 3'

0"

5' - 0" 5' - 0"

1'

2" 8'

14 - #7

TIES: #6 @ 13"

8 - #5 @ 16" 10 - #5 @ 12"

17 - #5 @ 7"17 - #5 @ 7" N-C

N-4

N-4

NOTE: WALL FOOTINGS ARE NOT SHOWN FOR CLARITY.

SAWCUT CONTRACTION JOINT (CJ)

DOWELED CONSTRUCTION JOINT (CJ)

EDGE EACH SIDE W/ 1/8" RADIUS

1/8" WIDE SAWCUT

STOP REINF BACK 3"

EACH SIDE OF JOINT

#6 x 18" LONG @ 12" O.C.

"t"

/4 M

IN

R

EF

ER

T

O P

LA

N

S

"t"

0' - 0 1/8"

"t" /2

"t" /2

R

EF

ER

T

O P

LA

N

S

"t"

"t" /4

M

IN

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

JU

N E

, 2

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

A s in di ca te d

4/ 7/

2 0

:5

6 :

A M

A D

DI

T I

O N

T O M

A

IN

TE

N

A N

CE

T

R

AI

NI

NG

FA

C

IL

IT

Y

JU

N

E

, 2

New York District

D es ig ne r

A ut ho r

A pp ro ve r

S-501

N

EW

Y O

R K

D

IS

TR

IC

T N

E W Y

O R

K, N

E W Y

O R

K

8-

F

ED

ER

AL

P

LA

ZA

N

EW

Y

O R

K, N

Y R

O O

M

C he ck er

FO

U

N D

AT

IO

N D

ET

A I

LS

R

EV

IS

ED

JB

M cG U

IR

E

D

IX

L

AK

E H U

R

ST

S -5

3/8" = 1'-0"1 FOOTING DETAIL CF-2

3/8" = 1'-0"2 FOOTING DETAIL CF-1

3/8" = 1'-0"3 FOOTING DETAIL SF-1

3/8" = 1'-0"4 FOOTING DETAIL SF-3

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

NTS5 TYPICAL CJ DETAIL

2'

2"

2' - 2"

2'

0" 3'

0"

9' - 0" 9' - 0"

1'

1"

1"

12 - #7

TIES: #6 @ 12"

18 - #5 @ 12"13 - #5 @ 17"

31 - #5 @ 7" 31 - #5 @ 7"

N-2.5

N-2.5

N-D

NOTE: WALL FOOTINGS ARE NOT SHOWN FOR CLARITY.

1' - 6"

1'

0"

0' - 6"

0' - 3" 0' - 3"

2' - 0"

3 - #4 CONT

#4 @ 24"

3 - #4 CONT

#4 @ 24"

0'

8"

0'

6"

6 x 6 - W2.9 x W2.9 WWF

1' - 3"

COL 6 x 6 - w2.9 x w2.9 WWF

10 mil POLYETHYLENE

SHEET VAPOR BARRIER

6" SLAB ON GRADE

TOS EL. 0' - 0"

4" COMPACTED WASHED

CRUSHED STONE

COMPACTED STRUCTURAL

FILL

2'

4"

SEE FOOTING DETAILS

SEE FOOTING DETAILS

#4…