W912DS-09-R-0016 Turrets Plans Package 2.pdf

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

0S-001

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DEFERRED SUBMITTALS

1. SUBMIT DESIGN DOCUMENTS SEALED BY A REGISTERED ENGINEER

FOR THE FOLLOWING ITEMS FOR REVIEW AND APPROVAL BY THE COR:

A. STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED HEREIN

B. STEEL STAIR FRAMING NOT SPECIFICALLY DETAILED HEREIN

C. GLAZING AND MULLIONS

D. PRE-ENGINEERED METAL STRUCTURE.

SPECIAL INSPECTIONS

1. THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED:

IBC SECTION

A. STEEL FABRICATION AND IMPLEMENTATION PROCEDURES 1704.2

B. STEEL CONSTRUCTION 1704.3

C. CONCRETE CONSTRUCTION 1704.4

D. SOILS 1704.7

2. CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN

ACCORDANCE WITH IBC 1706.

J

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PRE-ENGINEERED METAL BLDG

1. DESIGN BUILDING IN ACCORDANCE WITH CODES AND LOADS SHOWN ON DRAWINGS.

2. FINAL COLUMN REACTIONS SHALL BE SUPPLIED BY THE PRE-ENGINEERED

BUILDING MANUFACTURER. GC TO COORDINATE REACTIONS PROVIDED IN DRAWINGS

WITH FINAL COLUMN REACTIONS BY PRE-ENGINEERED BLDG MFR. LOADS GREATER

THAN SHOWN SHALL REQUIRE FOUNDATION REDESIGN. PRIOR TO CONCRETE

PLACEMENT, COORDINATE THE ANCHOR BOLT SIZE AND PLACEMENT REQUIRED WITH

PRE-ENGINEER MANUFACTURER.

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A B s ig n f il e n o r a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

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21 4 5

Sheet reference number:

2 4 51

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Sheet of 195

3. DETAILS OR DIMENSIONS NOT SPECIFICALLY

SHOWN ON THE DRAWINGS SHALL BE OF

SIMILAR CHARACTER AS SHOWN FOR SIMILAR

CONDITIONS.

4. STORAGE, HANDLING, PREPARATION, AND

INSTALLATION OF ALL MATERIALS SHALL BE IN

ACCORDANCE WITH MANUFACTURER’S/VENDOR’S

PRINTED RECOMMENDATIONS AND INSTRUCTIONS

UNLESS OTHERWISE NOTED ON THE DRAWINGS

OR SPECIFICATIONS.

7. PROVIDE DIAGONAL BARS 4’-0" LONG AT ALL REENTRANT CORNERS:

A. SLABS: AS INDICATED.

B. WALLS: TWO NO. 4 BARS EACH FACE.

GENERAL

1. REVIEW AND VERIFY ALL AS-BUILT CONDITIONS

AND ACTUAL EQUIPMENT DIMENSIONS USING

APPROVED MANUFACTURER/VENDOR DRAWINGS

THAT AFFECT CONSTRUCTION PRIOR TO

SUBMISSION OF SHOP DRAWINGS.

2. ELEVATIONS NOTED ON STRUCTURAL DRAWINGS

ARE BASED ON AN ASSUMED GROUND FLOOR

TOP OF SLAB ELEVATION. SEE CIVIL FOR ACTUAL

TOP OF GROUND FLOOR SLAB ELEVATION (MEAN

SEA LEVEL DATUM) EQUATED TO THIS ELEVATION

FOR ALL BUILDINGS.

* STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE (REF. ASCE 7 TABLE 12.2-1 H)

DESIGN CRITERIA

1. THE STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL

BUILDING CODE (2006 EDITION) & UFC 3-310-01.

2. SNOW AND WIND LOAD BASED ON UFC 3-310-01 FOR PICATINNY ARSENAL SITE.

C. SITE CLASS

LINEAR STATIC

D. SDS 0.256

E. SD1 0.079

F. ANALYSIS PROCEDURE:

3. LEVEL OF PROTECTION DESIGN REQUIREMENT:LOW LEVEL OF PROTECTION (LLOP)

20 PSF

7 PSF

5 PSF

6. SNOW LOAD CRITERIA

A. GROUND SNOW LOAD (UFC 3 310-01) 35 PSF

7. WIND LOADS CRITERIA

A. DESIGN WIND SPEED 90 MPH

B. EXPOSURE C

8. SEISMIC DESIGN PARAMETERS

A. Ss 0.32

B. S1 0.07

C

4. LIVE LOADS

60 PSF

METAL GRATING

ALLOWANCE FOR INSULATION, CEILING & MEP

8 PSF

12 PSF

22 PSF

250 PSF

B. BLDG 3349 & 3353 - MECHANICAL ACCESS PLATFORM

C. BLDGS 3349 & 3353 - SLABS ON GROUND

A. BLDG 3349 & 3353 (WAREHOUSES ONLY)

ALLOWANCE FOR MEP

B. BLDG 3349 (TURRETS ONLY)

15 PSF METAL PLATE DECK

ALLOWANCE FOR INSULATION

ALLOWANCE FOR MEP/CEILING

B. MINIMUM FLAT ROOF SNOW LOAD

1 C. THERMAL FACTOR

C. SNOW EXPOSURE FACTOR 0.9

BLDG

3349 WH

3353 WH

TURRETS

OCCUPANCY

CATEGORY

II

II

SEISMIC

DESIGN

CATEGORY

(SDC)

B

B

RESPONSE

MODIFICATION

FACTOR (R)

SYSTEM

OVERSTRENGTH

FACTOR

IMPORTANCE FACTORS

WIND SNOW SEISMIC

1.00 1.0 1.00

1.00 1.0 1.00

8. PROVIDE CORNER BARS TO SPLICE HORIZONTAL

REINFORCEMENT AT ALL WALL AND GRADE BEAM CORNERS

UNLESS OTHERWISE NOTED. USE THE SAME SIZE AND

SPACING AS THE HORIZONTAL REINFORCEMENT. SPLICE

TOGETHER INTERSECTING WALLS OR GRADE BEAMS IN THE

SAME MANNER. WHERE GRADE BEAMS OR STRIP FOOTINGS

INTERSECT COLUMN FOUNDATIONS, EXTEND GRADE BEAM OR

STRIP FOOTING REINFORCEMENT CONTINUOUSLY THROUGH

THE COLUMN FOUNDATION.

9. UNLESS OTHERWISE INDICATED ON PLAN, PROVIDE SAW-

CUT CONTRACTION JOINTS IN SLABS-ON-GROUND

SPACED 12 FT MAX O.C. EACH DIRECTION. SAWCUT

PANELS WITH ASPECT RATIO AS CLOSE TO 1:1 AS

PRACTICABLE, BUT DO NOT EXCEED 1.5:1.

A. BLDG 3349 & 3353 - WAREHOUSE ROOF

D. BLDGS 3349 - DECK & LOADER LEVEL 100 PSF

5. CONTRACTOR TO PROVIDE ADEQUATE BRACING FOR

STRUCTURE SO THAT IT WILL BE STABLE DURING ALL

STAGES OF CONSTRUCTION. THE STRUCTURE AND

FOUNDATION ARE DESIGNED FOR A COMPLETED

CONDITION ONLY AND, THEREFORE, REQUIRE

ADDITIONAL SUPPORT TO MAINTAIN STABILITY BEFORE

COMPLETION. TAKE SPECIAL CARE TO ADEQUATELY

BRACE COLUMNS AFTER CONNECTING TO ANCHOR

BOLTS AND PRIOR TO RELEASE BY HOISTING

EQUIPMENT.

FOUNDATIONS AND STRUCTURAL EARTHWORK

1. FOUNDATION DESIGN AND EARTHWORK IS BASED ON

"GEOTECHNICAL ENGINEERING SERVICES, PICATINNY

ARSENAL BLDGS 3352 & 3353" PREPARED BY

PENNONI ASSOC. INC, DATED: APRIL 3, 2009.

2. NET ALLOWABLE SOIL BEARING PRESSURE: 6000 PSF

3. AN INDEPENDENT TESTING AGENCY SHALL VERIFY THE

REQUIRED BEARING CONDITION FOR EACH

FOUNDATION AND SLAB BEFORE THEY ARE PLACED.

4. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF

SOIL CONDITIONS OTHER THAN IDENTIFIED IN THE

GEOTECHNICAL REPORT ARE FOUND.

5. DEWATER AS NECESSARY PRIOR TO PLACING

CONCRETE.

6. CENTER FOOTINGS ON WALLS AND COLUMNS, UON.

7. FROST DEPTH: 36 INCHES

5 PSF

SEISMIC FORCE

RESISTANCE

SYSTEM

BRACED FRAMES*

MOMENT FRAMES*

BRACED FRAMES*

ASCE SECTION 12.8

SEISMIC BASE SHEAR

V = Cs * W

0.085 * W

0.069 * W

0.085 * W

1. ROOF & FLOOR:

1. ROOF:

2. MECHANICAL ACCESS:

5. SUPERIMPOSED DEAD LOADS

STEEL PLATE DECKING AT TURRETS

1. FLOOR DECK PLATE THICKNESSES SHALL BE INDICATED ON

PLANS. DECKS SHALL HAVE A RAISED FLOOR PATTERN AND

CONFORM TO ASTM A786.

2. AT THE LOADER AND DECK LEVELS, THE STEEL PLATE

SHALL BE CONTINUOUSLY WELDED TO THE SUPPORTING

BEAMS AT ALL LOCATIONS. AT THE DECK LEVEL ENSURE

WATER TIGHTNESS AT ALL SEAMS.

CONCRETE

1. DESIGN IS BASED ON ACI 318-05: BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE.

2. DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS:

A. 28-DAY CONCRETE CYLINDER STRENGTH

(1) WAREHOUSE SLABS-ON-GROUND 3500 PSI

(2) ALL OTHER SLABS-ON-GROUND 4000 PSI

(3) FOUNDATIONS, PIERS AND WALLS 4000 PSI

B. REINFORCING STEEL 60,000 PSI

3. PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT

AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH 3 IN

B. EXPOSED TO EARTH OR WEATHER

WHERE FORMS ARE USED

NO. 6 BAR AND LARGER 2 IN

NO. 5 BAR AND SMALLER 1

2 IN

C. NOT EXPOSED TO WEATHER

OR IN CONTACT WITH GROUND

(1) SLABS AND WALLS

NO. 14 AND NO. 18 BARS 1

2 IN

NO. 11 BAR AND SMALLER 1 IN

(2) BEAMS, GIRDERS, COLUMNS:

PRIMARY REINFORCEMENT, TIES,

STIRRUPS, SPIRALS 1

2 IN

4. MAINTAIN FULL THICKNESS FOR DEPRESSED OR SLOPED

SLABS UNLESS OTHERWISE NOTED.

5. PROVIDE STANDARD HOOKS FOR ALL TOP BARS AT

DISCONTINUOUS ENDS OF MEMBERS EXCEPT FOR SLABS

ON METAL DECK AND SLABS ON GROUND UNLESS

OTHERWISE NOTED.

6. PROVIDE DEVELOPMENT LENGTH (Ld) AND SPLICE

LENGTHS AS FOLLOWS

BAR 4000 PSI

SIZE Ld SPLICE

(IN) (IN)

3 14 19

4 19 25

5 24 31

6 29 37

7 42 54

8 47 62

9 53 70

10 59 77

11 65 85

A. THESE LENGTHS APPLY ONLY TO UNCOATED

REINFORCING STEEL WITH NORMAL WEIGHT CONCRETE,

CLEAR SPACING BETWEEN BARS NOT LESS THAN 2

BAR DIAMETERS AND CLEAR COVER NOT LESS THAN

ONE BAR DIAMETER. FOR LIGHTWEIGHT CONCRETE,

MULTIPLY LENGTHS BY 1.3.

B. FOR APPLICATIONS IN WHICH HORIZONTAL

REINFORCEMENT IS SO PLACED THAT MORE THAN 12"

OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW

THE DEVELOPMENT LENGTH OR SPLICE, INCREASE THE

VALUES INDICATED BY A FACTOR OF 1.3.

10. PROVIDE FULL-DEPTH ISOLATION JOINTS AT ALL COLUMNS IN

ACCORDANCE WITH THE STANDARD DETAILS.

11. PROVIDE DEFORMED REINFORCING STEEL BARS CONFORMING TO

ASTM A615, GRADE 60. (EXCEPTION: PROVIDE ASTM A706 AT

LOCATIONS WHERE WELDMENT IS REQUIRED. SEE AWS D1.4 FOR

WELDING REQUIREMENTS)

12. CONDUITS IN CONCRETE SLABS SHALL BE SPACED SUCH THAT THE

CENTER TO CENTER DISTANCE BETWEEN CONDUITS IS A MINIMUM OF

THREE TIMES THE OUTSIDE DIAMETER OF THE LARGEST CONDUIT.

13. CONDUITS HAVING OUTSIDE DIAMETER LARGER THAN ONE THIRD OF

THE SLAB THICKNESS SHALL NOT BE PERMITTED. CONDUITS THAT

CROSS EACH OTHER IN SLAB SHALL NOT CONSUME AT POINT OF

INTERSECTION MORE THAN ONE THIRD OF THE SLAB THICKNESS.

14. ALUMINUM CONDUITS ARE NOT PERMITTED IN CONCRETE ELEMENTS.

STRUCTURAL AND MISCELLANEOUS STEEL

1. DESIGN IS BASED ON THE 2005 AISC SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS (AISC LRFD). FORCES INDICATED

HEREIN ARE BASED ON LRFD COMBINATIONS.

2. DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS:

A. W, WT SHAPES Fy = 50 KSIFu = 65 KSI

B. M, S, HP-SHAPES, ANGLES, AND PLATES Fy = 36 KSIFu = 58 KSI

C. RECTANGULAR AND SQUARE HSS Fy = 46 KSIFu = 58 KSI

D. ROUND HSS Fy = 42 KSIFu = 58 KSI

E. STEEL PIPE Fy = 35 KSIFu = 60 KSI

F. ANCHOR RODS Fy = 36 KSIFu = 58 KSI

3. USE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN THE

AISC STEEL CONSTRUCTION MANUAL UNLESS OTHERWISE NOTED. THE

FABRICATOR SHALL DESIGN ALL CONNECTIONS NOT DETAILED ON THE

DRAWINGS. A PROFESSIONAL ENGINEER SHALL STAMP AND SEAL ALL

CONNECTION CALCULATIONS AND DETAILING. UNLESS REACTIONS ARE

NOTED ON THE DRAWINGS, PROVIDE SHEAR CONNECTIONS WITH A

FACTORED CAPACITY OF 30 KIPS. IN ADDITION TO THE REQUIREMENTS

ABOVE, USE AT LEAST THE MINIMUM NUMBER OF BOLTS PER CONNECTION

SHOWN IN THE "FRAMED BEAM CONNECTION TABLE" INDICATED ON THE

DRAWINGS.

4. (XXK) INDICATES A FACTORED AXIAL FORCE, POSITIVE FOR

TENSION AND NEGATIVE FOR COMPRESSION. DESIGN CONNECTIONS

FOR THESE FORCES ACTING SIMULTANEOUSLY WITH FACTORED

BEAM END REACTIONS.

5. PROVIDE BRACING CONNECTIONS THAT DEVELOP EITHER THE

FORCE NOTED ON THE DRAWINGS, OR IF NO FORCE IS SHOWN ON

THE DRAWINGS, ONE-HALF THE TENSION CAPACITY OF THE

MEMBER. DESIGN AND DETAIL CONNECTIONS SO THAT ALL FORCE

COMPONENTS WILL BE TRANSMITTED DIRECTLY TO THE

INTERSECTION OF CENTROIDS OF THE CONNECTING MEMBERS.

WHERE THIS IS NOT POSSIBLE, DESIGN CONNECTIONS FOR ALL

RESULTING ECCENTRICITIES. USE A MINIMUM OF TWO BOLTS FOR

ALL BOLTED BRACING CONNECTIONS AND DESIGN CONNECTIONS AS

BEARING-TYPE CONNECTIONS WITH THREADS IN THE SHEAR PLANE

UNLESS OTHERWISE NOTED.

6. PROVIDE MOMENT CONNECTIONS THAT DEVELOP THE END MOMENTS

INDICATED. PROVIDE CONTINUITY AND STIFFENER PLATES AT COLUMNS

AS REQUIRED.

7. USE E7018 ELECTRODES FOR A992 STEEL. USE E70XX ELECTRODES

FOR ALL OTHER STEEL.

8. USE MINIMUM WELD SIZE OF 3/16", UNLESS OTHERWISE NOTED.

9. USE 3/8" MINIMUM GUSSET PLATES, UNLESS OTHERWISE NOTED.

10. CUT NO OPENINGS IN THE STRUCTURAL MEMBERS UNLESS

SHOWN ON THE DRAWINGS OR APPROVED BY THE CONTRACTING

OFFICER.

11. DIMENSIONS OF OPENINGS AND EQUIPMENT SUPPORTS ARE

SHOWN FOR BID PURPOSES ONLY. VERIFY DIMENSIONS OF

FURNISHED EQUIPMENT PRIOR TO FABRICATION.

12. APPLY ANTI-CORROSIVE COATING (1/4 IN MIN THICKNESS) TO

STRUCTURAL STEEL ELEMENTS THAT ARE EXPOSED AND EXTEND BELOW

GRADE.

(15K) 40K40K

SPREAD FTG NOTATION

W18x40 c=3/4"

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

MOMENT

CONNECTION

STANDARD SHEAR

CONNECTION

CAMBER

0S-002

T H

A

S E

L L

WS WATER STOP

HR

HIGH POINT

HIGH STRENGTH

JNT

JST

HS

JOINT

JOIST

WEIGHT

WORK POINT

WT

WP

PC PRECAST

CONNECTIONCONN

SPEC SPECIFICATION

FACE OF MASONRY

HANGER

FOOTING

FRAMING

FAR SIDE

GALVANIZED

GRATING

HORIZONTAL

GRADE BEAM

GALV

HGR

HOR

GB

GRTG

FTG

FS

FRMG

FIELD NAILING

EQUIPMENT

EQUAL

EXPANSION

FOUNDATION

EXTERIOR

FINISH FLOOR

FLOOR

FINISH

EACH WAY

FOM

FN

FLR

FIN

FDN

FF

EXP

EXT

EQ

EQUIP

EW

TOP OF STEEL

TYPICAL

VERTICAL

WITHOUT

VERIFY IN FIELD

UNLESS OTHERWISE NOTED

VERT

W/ W/0

VIF

WITH

UON

TYP

TOS

STANDARD

SQUARE

STEEL

TOP OF CONCRETE

THREAD

TOP OF

THICK(EN)

TOP AND BOTTOM

STIFFENER

STIRRUP

TOC

THD

THK

T/

T&B

STL

STIFF

STIR

SQ

STD

DRAWING

EACH FACE

EXISTING

DOWEL

ELEVATION

ELEVATION

EXPANSION JOINT

EX

ELEV

EL

EF

EA

EJ

EACH

DWL

DWG

DN

DO

DOWN

DITTO

CONTINUOUS

DETAIL

DIMENSION

DIAMETER

DOUBLE

DIAGONAL

COMPLETE PENETRATION WELD

CENTERED

CONSTRUCTION JOINT

DIA

DIM

DIAG

DET

DBL

CTRD

CSJ

CONT

CP

RO ROUGH OPENING

SLIP CRITICAL

SLEEVE

SLAB ON GROUND

STEEL JOIST

SIMILAR

SCHEDULE

STEEL DECK INSTITUTE

SLV

SOG

SJ

SIM

SCHED

SDI

SC

PLATE

PROJECTION

POUNDS PER SQUARE FOOT

REFERENCE

POUNDS PER SQUARE INCH

REINFORCEMENT

REQUIRED

PARTIAL PENETRATION

PSF

REQD

REF

REINF

PSI

PP

PROJ

PL

CLEAR

COLUMN

CONCRETE MASONRY UNIT

CONCRETE

BRACING

BEARING

CENTER LINE

CONTRACTION JOINT

BRIDGING

BASE PLATE

BOTTOM

CJ

COL

CONC

CMU

CL

CLR

BRG

BRDG

BRCG

BP

BOT

ARCHITECTURAL, ARCHITECT

AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ANCHOR BOLT

ALTERNATE

BOTTOM OF FOOTING

AMERICAN CONCRETE INSTITUTE

BM

BOF

ARCH

BEAM

AISC

ALT

AB

ACI

MIN MINIMUM

METAL

MEZZANINE

NEAR SIDE

OPENING

OPPOSITE HAND

ON CENTER

POUNDS PER CUBIC FOOT

OPNG

PCF

OH

OC

NS

MEZZ

MTL

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MATERIAL

MAXIMUM

MACHINE BOLT (A307 BOLT)

MANHOLE

MANUFACTURER

LENGTH

MB

MH

MFR

MAX

MATL

LLV

LLH

L

STRUCTURAL ABBREVIATIONS

LONG SIDE HORIZONTALLSH

NORMAL WEIGHT CONCRETENWC

HAND RAIL

HP

BOD BOTTOM OF DECK

CAST IN PLACECIP

AESS

STRUCTURAL STEEL

ARCHITECTURALLY EXPOSED

WELDED WIRE FABRICWWF

OPEN WEB JOISTOWJ

COMPLETE JOINT PENETRATIONCJP

CLEAR OPENINGCO

LWC LIGHTWEIGHT CONCRETE

LSV LONG SIDE VERTICAL

FRP FIBER REINFORCED PLASTIC

S T

R U

C T

U R

M B

O

B R

E V

IA

T

IO

N S

WELDED HEADED STUDWHS

WH WAREHOUSE

J

L

O P

E R

BOS BOTTOM OF STEEL

A R

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IN

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F A

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D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

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21 4 5

Sheet reference number:

2 4 51

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Sheet of 195

[-2’-9"]

INDICATES PRESENCE AND DIRECTION OF STEEL

ROOF DECK OR FLOOR DECK. TYPE, SIZE, AND

DIAPHRAGM CONNECTION STRENGTH PER PLAN

AND GENERAL NOTES

SYMBOLS

SLOPE

FACTORED BEAM END REACTION

INDICATES SLOPED SURFACE, ARROW POINTS IN

DIRECTION OF LOWER ELEVATION

BRACKETED NEGATIVE ELEVATION USED TO EMPHASIZE

ELEVATIONS BELOW 0’-0"

CUTAWAY USED TO SHOW ELEMENTS BEYOND A SOLID

SURFACE, SUCH AS THE FLANGE OR WEB OF A STEEL

BEAM

CONCRETE

EARTH

STRUCTURAL STEEL NOTATION

FACTORED AXIAL FORCE

BEAM SIZE

MASONRY

W x3

FX

X’

X"

P X

X’

X"

C

C

FTG MARK AND T/FTG EL

C

PIER MARK AND T/PIER EL

COLUMN SIZE ( FOR BP AND

AB INFO SEE 0S-601 & 1S-602)

NEW YORK DISTRICT

P

IC

N C

R E

T A

IL

S

0S-501

NO SCALED2

CONTROL JOINT

NO SCALEA1

PLACEMENT AT FOUNDATION

PLACE CONCRETE FILL AROUND

SLEEVES BEFORE POURING

FOOTING, MAKE SAME WIDTH

AS FOOTING.

C

NO EXCAVATION

ALLOWED BELOW

THIS LINE

C

BACKFILL PER SPEC

C

NOTE: PIPE TRENCH SHALL BE LOCATED SO THAT

FOOTING WILL NOT BE UNDERMINED.

C

C

C

FOOTINGS SHALL BE STEPPED

SO THAT CONCRETE FILL

DOES NOT EXCEED 3’-0"

FOOTING

THICKNESS

NO PIPES SHALL PASS

THRU THIS PORTION OF FOOTING

2’-0" MIN

S L

E E

V

9"

NO SCALEA3

A5 NO SCALE

TYPICAL CONCRETE SLAB

REINFORCEMENT DETAIL AT OPENINGS

2-#4 BARS

AT MID-DEPTH

OF SLAB (TYP)

C

C

SLAB REINF

(TYP)C

3"

(T Y P)

1’-6"

(TYP)

NOTES: 1. REINF AROUND CIRCULAR OPENINGS SIMILAR

2. PROVIDE EXTRA BARS (2 #4 MIN) PARALLEL TO

SIDES OF OPENING EQUAL TO AREA OF INTERRUPTED

SLAB BARS. PLACE HALF OF THE EXTRA BARS ON EA SIDE

OF OPENING.

1 1/2" (TYP)

B5 NO SCALE

AT RE-ENTRANT CORNER

ADDITIONAL SLAB REINFORCEMENT

D3 NO SCALE

CONSTRUCTION JOINT (CSJ)

NOTES: 1. SEE GENERAL NOTES FOR LAP LENGTH.

2. DIM D = FOOTING DEPTH. REFER TO WALL AND

FOOTING SECTIONS.

DOWELS TO MATCH VERT

REINF IN WALL

C

1:6 MAX SLOPE

C

REINFORCING SHALL MATCH

LONGITUDINAL FOOTING BARS

IN SIZE AND NUMBERS

C

FOOTING REINF

C

4" MAX

D

(MIN)

3" CLR, TYP

LAP

LENGTH

2 x STEP

HEIGHT MIN

2’-0" MAX

STEP HEIGHT

LAP LENGTH

D

D

C

TOP OF FOOTING

TOP OF FOOTING

B3 NO SCALE

CONSTRUCTION JOINTS AT COLUMN

STEPPED FOOTING

D4 NO SCALE

SLAB ON GROUND CONSTRUCTION

NO SCALEB2

LAP LENGTH

0"

NO SCALED5

EQUIPMENT PAD

DIMENSION TO BE BASED ON

ACTUAL EQUIPMENT FURNISHED

EDGE OF EQUIP

#3 @ 12" AROUND

PERIMETER (TYP)

#3 @ 12"

MAINTAIN ROUGH

SURFACE FOR

BOND

D1 NO SCALE

CONCRETE STAIR ON GRADE

10"

5" MIN

3" MIN

4" DIA x 14" LONG

DOWELS AT 1’-6" OC

(LIGHTLY GREASE BOTH

ENDS OF DOWELS)

1" SAWCUT DEPTH

FOR SLAB ON GROUND

T

T - SLAB THICKNESS

SEE PLAN

SUBGRADE

REINFORCEMENT-

SEE PLAN

1 1/2" CLR

VAPOR BARRIER

1"

CORNER BARS - ELEVATION

A

PLAN

A

SECTION-A

NO SCALEA2

PLACEMENT AT FOUNDATION

ELEVATION AT PIPE & TRENCH SECTION @ PIPE & TRENCH

4�" MIN

NO SCALEB1

PIPE SLEEVE IN CONCRETE

C

C

WALL

THICKNESS

DIA OF PIPE PLUS

1" MIN UNLESS

OTHERWISE NOTED

4-3/8" DIA x 4"

STUD ANCHORS AT STANDARD

WEIGHT PIPE

SLEEVE

METAL SLEEVE

SEE B1/0S-501

PROVIDE 1/8" PER FOOT

SLOPE ON ALL EXTERIOR

STAIRS AND LANDINGS

1-#3 AT EA

NOSING

�" CLR TYP

1’-6"

1’-6"

MIN

NOTE: PROVIDE #4 DWLS AT 12" OC INTO CHEEK WALL OR

BLDG WALL, TYP

#4 @ 12" OC

CORNER BARS W/ STD 90

DEG HOOK (MATCH PRIMARY

REINF SIZE AND SPACING)

WALL

REINF

(SEE

PLAN)

#4 @12"

CORNER

BARS

WALL REINF

(SEE PLAN)

ISOLATION

JOINT

TOOLED JOINT AT

EXPOSED AREAS

CONSTRUCTION

OR CONTRACTION

JOINT, TYP

C COLUMN

WALL

TERMINATE SLAB REINF AT ISOLATION JOINT.

MAINTAIN MIN COVER.

FACE OF COLUMN

OR WALL

JOINT

FILLER

L

4" MIN

TYP

8" MIN

TYP

STEEL COLUMN

C

STEEL

COLUMN

C

VARIESSLAB POUR

1’-0"

2" CLR

2" CLR

1’-0"

6" MIN ALL SIDES

LAP

LENGTH

LAP LENGTH

SAWCUT 1/8" x DEPTH

INDICATED. FILL WITH EPOXY

JOINT FILLER

3"

2’-3"

8" RADIUS TOOLED EDGES

SAWCUT AND FILL W/ EPOXY

JOINT SEALANT

1’-6" MIN

3-#4 x 4’-6" @ 6" O/C

LOCATED 2" CLR FROM

TOP OF SLAB

A2

0S-501

6" FREE-DRAINING GRANULAR

BASE. PROVIDE CHOKER

MATERIAL AT TOP OF BASE

COURSE.

T H

A

S E

L L

J

L

O P

E R

C

GRADE BEAM

ON WALL

C

FOOTING

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

Sheet of 195

N

SLAB REINF NOT

SHOWN FOR

CLARITY

P

IC

N C

R E

T A

IL

S

0S-502

PLAN

WALL CONSTRUCTION JOINT

NO SCALEA2

CONSTRUCTION

JOINT

NOTE:

PROVIDE CONSTRUCTION/CONTROL

JOINTS AT 30’-0" OC MAX SPACING.

AT EXTERIOR CONTROL JOINTS

COORDINATE LOCATIONS TO ALIGN

WITH MASONRY JOINTS, SEE ARCH.

BACKFILL SIDE

HORIZ WALL

REINFORCING

TYPICAL

EXPOSED WALL

SURFACE

CONTROL

JOINT 1" 1"

T

LAP SPLICE

(SEE GEN NOTES)

3"3"

1 �"

T/6

EQ

EQ

EQ

STOP 12 OF HORIZ AT JOINT.

CONTINUE REMAINING BARS @

ALTERNATE SPACING

THROUGH JOINT

SEE ARCH FOR WALL DRAINAGE &

WATERPROOFING MEMBRANE

EXTEND MEMBRANE OVER JOINTS

WATERSTOP, TYP @

BACKFILL CONDITION

@ INTERIOR WALLS

FIRST PLACEMENT

NO SCALEA3

NO SCALEA5

C

BOT OF TRENCH

TOC EL

1’-0"

SEE PLANS FOR BOTTOM

OF TRENCH SLOPE

B5 NO SCALE

PIPING TRENCH DETAIL

SEE PLANS

6"

SEE PLAN 4"

C

R

R

(CONST JT (MFCSJ))

CTOP OF MAT

C

BULKHEAD

C

3/4"x 3/4" SQUARE NOTCH

FOR SEALANT

C

FOR REINF SEE MAT

PLANS AND DETAILS.

C

C

ACCEPTABLE CORRUGATION

DEPTH - 3/4" TO 1 3/8"

F

IC

K N

E

T A

IL

S

4 1/2" MAX PITCH

(3" MIN)

B2 NO SCALE

MAT FOUNDATION

CONSTRUCTION JOINT (MFCSJ)

SEE PLAN

EL VARIES SEE PLAN

NO SCALEB3

EDGE ANGLE FOR METAL GRATING

NOTE: GALVANIZE ANGLE ASSEMBLY.

1/8"

2"

SUMP PIT PLAN

SUMP PIT SECTION

A3

0S-502

OPENING DIMENSION

S E

T H

A R

FORM KEYED JOINT WITH METAL FORM DECK

OR CORRUGATED METAL ROOF DECK ATTACHED

TO BULKHEAD. REMOVE BULKHEAD AND METAL

FORM AFTER CONC PLACEMENT.

SEE PLAN

T/ MAT FDN

EL SEE PLAN

P T

H

S

A N

#5 @ 12" OC, TYP

J

L

O P

E R

SEE A5/0S-502

MAT FDN, SEE

1S-103

FOR REINF

1’-0", TYP

SUMP PIT W/ METAL GRATING

#5 @ 12" OC

EACH FACE, TYP

#4 @ 12" OC

EACH FACE, TYP

C5 NO SCALE

SOG, SEE PLAN

FOR REINF

7 #4 CONT

EDGE ANGLE FOR METAL

GRATING.

SEE B3/0S-502

#4 @ 12" OC1/2" DIA x5" LG. WELDED

STUD ANCHORS SPA @ 18"

(MIN 2 EA ANGLE)

L2x2x1/4

GRATING, SEE PLAN

FOR SIZE

TRIM VERTICAL LEG AS REQD

TO MATCH GRATING DEPTH

TOP OF SLAB

EDGE ANGLE FOR METAL

GRATING.

SEE B3/0S-502

CONT WATERSTOP,

TYP

#3 @ 12"

1’-6" TYP

T

T

THICKENED SLAB AT STAIR STRINGERS

3-#4 CONT

NOTE: PLAN FOR SLAB THICKNESS (T)

SEE PLAN FOR SLAB REINF

1’-0"

STAIR STRINGER (ATTACH THE STRINGER TO

SLAB WITH L3�x3�x� W/ 2-3/4" DIA

EPOXY ADHESIVE ANCHORS W/ STANDARD

EMBED)

10"

VALVE ACCESS @

SUMP PIT ONLY

10"

VALVE ACCESS @

SUMP PIT ONLY

T

12"

T - SLAB THICKNESS

SEE PLAN

D - DEPRESSION

SEE PLAN FOR

LOCATION AND

DEPTH

12"

DEPRESSED AREA AS

SHOWN THUS IN PLAN

SOG REINF,

SEE PLAN

T D

MIN 2 X SLAB THICKNESS

NO SCALEC3

DEPRESSION IN SLAB ON GROUND

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R

Sheet of 195

0S-503

Y

P

IC

E

T A

IL

S

2-L4x3 1/2"

IN LIEU OF BOLTS.

WELD SIZE

SEE SCHED FOR

WELD MAY BE USED

NOTE: TYPICAL UNLESS OTHERWISE DETAILED ON PLANS.

PER ROW

NUMBER OF BOLTS

SEE SCHED FOR

LENGTH & THICKNESS

SEE SCHED FOR

4"1 1/4"

TYP

T

Y P

A5 NO SCALE

FRAMED BEAM CONNECTIONS

5 5/16 14 1/2

TABLE BASED ON MINIMUM BEAM SIZE FOR EACH DEPTH.

17 1/2

17 1/2

1/4

1/4

5/16

5/16

14 1/2

14 1/2

11 1/2

8 1/2

8 1/2

8 1/2

5 1/2

5 1/2

5 1/2

5/16

5/16

1/4

1/4

1/4

1/4

1/4

1/4

1/4

3/16

3/16

3/16

3/16

3/16

3/16

3/16

3/16

3/16

3/16

WELD SIZE

(MIN)

(MIN)(MIN)

THICKNESS

LENGTH

ANGLE

FRAMED BEAM CONNECTION TABLE

BEAM

DEPTH PER ROW

NO OF 3/4"

DIA BOLTS

THIS TABLE IS INTENDED TO SHOW THE MINIMUM SIZE CLIP ANGLE

AND MINIMUM NUMBER OF 3/4" DIA BOLTS REQUIRED FOR CONNECTING

BEAM OF VARIOUS DEPTHS. SHOULD THE REACTIONS INDICATED ON

THE PLANS REQUIRE A MORE SUBSTANTIALCONNECTION, THIS SHALL

BE DESIGNED AND DETAILED BY THE FABRICAOR

L

L

L

L

L

L

C L COL AND BEAM

3" 1�"

3" 3" 3"

1�" FLANGE P

CAP P

SHEAR P

CONTINUE FLANGE P

WHERE MOMENT CONN

OCCURS @ BOTH SIDES

WIDEN FLANGE P AS REQ.

BOLTS, SAME SIZE & NUMBER

TOP AND BOT

TYP BOTH

FLANGES�

1 1/2"

TYP

A3 NO SCALE

END PLATE BEAM TO COL MOMENT

@ SIM, PLATE AT

END OF BEAM

WF BM - SEE PLAN

WF COL

BM- SEE PLAN

PLATE

FLANGE P

CONNECTION @ CONTINUOUS COL

S E

L

T H

A R

J

L

O P

E R

6 1/4 3/16 3 1/2

2 ROWS W/

1 BOLT EA

ROW

1) CONNECTIONS ARE THE MINIMUM REQUIREMENT FOR A SPECIFIC BEAM DEPTH.

SHOULD LOADING/COPING REQUIRE A MORE SUBSTANTIAL CONNECTION,

THE FABRICATOR SHALL ADJUST THE CONNECTION AS NECESSARY

2) THE STEEL FABRICATOR IN DESIGNING AND DETAILING CONNECTIONS

SHALL USE THE REQ SET FORTH IN STRUCTURAL STEEL GENERAL

NOTES AS A BASIS FOR DESIGN.

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

Sheet of 195

C

NO SCALEB3

TYP MOMENT TO COL FLANGE @ TOP OF COL

FOOTING SCHEDULEFOOTING SCHEDULE

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

0S-601

S E

L

T H

A R

S C

H E

D U

L

T A

IL

S

MARK SIZE TIES

VERT

REINF

P1 18"X18"

REMARKS

REINFORCEMENT

DEPTHLENGTHWIDTHMARK

6’-0" 6’-0" 20" 6-#6

C1 NTS

FOOTING SCHEDULE

B3 NTS

C3 NTS

B1 NTS

COLUMN BASE ON FOOTING

(2)#4@ 2" OC

12" OC BAL

(T&B, EW, UON)

REINF ON BOT ONLY

7’-6" 7’-6" 24" 7-#7

F1

F2

F3

F4

8’-6" 8’-6" 27" 7-#8

4’-0" 4’-0" 15" 5-#5

SLAB EDGE

L

L

C4

COLUMN BASE ON PIER

P2 18"X18" 8-#6

(2)#4@ 2" OC

12" OC BAL

P3 18"X18" 8-#6

(2)#4@ 2" OC

12" OC BAL

C OF PIER & FTG

C OF PIER & FTG

WALL

WALL

F5 3’-0" 3’-0" 15" 5-#5 REINF ON BOT ONLY

MAX VERT MAX VERT

DOWN UPLIFT

MAX SHEAR

6.5

(KIPS) (KIPS) (KIPS)

ANCHOR

BOLTS

(DIA)

NUMBER

4 18"

4 12"

4 12"

4 12"P4 18"X18" 8-#6

(2)#4@ 2" OC

12" OC BAL

P5 30"X30"

(2)#4@ 2" OC

12" OC BAL

4 12"3/4"

3/4"

A1 NTS

3�" 3�"

EQEQ

E Q

E Q

10"

1’-4"

2"2"

WALL WALL

C OF PIER & FTGL

SLAB EDGE

E Q

E Q

EQ EQ

BP1

BP2

BP3

BP4

BP5

E Q

E Q

EQ EQ

PIER SIZE

P

IE

IZ

E

2"2"

PIER SIZE

P

E

SLAB EDGE

3" 1"

EQ EQ

PIER SIZE

P

E

E Q

E Q

P

E

PIER SIZE

P

E

PIER SIZE

C OF PIER & FTGL

3"

WALL

WALL

3"

C OF PIER & FTGL

C OF PIER & FTGL

SLAB EDGE

SLAB EDGE

R

T Y

P

A2 NTS

PIER P2 BASE PL BP2 PLAN

A3 NTS A4 NTS

B2 NTS

12-#8

SEE PLAN

P

S

A N

BP4

OUTSIDE FACE

OF WALL

OUTSIDE FACE

OF WALL

NOTE: AT COL C.1-13, BASE PLATE IS

CENTERED IN THE NORTH/SOUTH

DIRECTION ON THE PIER.

R

T Y

P

ANCHOR BOLT

EMBED DEPTH

(IN)

PIER & BASE PLATE SCHEDULE

BASE

PLATE

MARK

BASE

PLATE

THK

3/4"

1"

1"

3/4"

3/4"

12-#6

J

L

O P

E R

PIER P1 & BASE PL BP1 PLAN PIER P3 & BASE PL BP3 PLAN PIER P4 & BASE PL BP4 PLAN

PIER P5 & BASE PL BP5 PLAN

BP1 - SEE BASE PLATE

SCHEDULE FOR ANCHOR

BOLT SIZE & REINF P1 - SEE PIER SCHEDULE

FOR SIZE AND REINF

TIES

BP2 - SEE BASE PLATE

SCHEDULE FOR ANCHOR

BOLT SIZE & REINF

P2 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

TIES

TIES

BP3 - SEE BASE

PLATE SCHEDULE

FOR ANCHOR BOLT

SIZE & EMBED

P3 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

P4 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

BP4 - SEE BASE

PLATE SCHEDULE

FOR ANCHOR BOLT

SIZE & EMBED

TIES

W COL OR HSS COL

TYPICAL BASE PLATE PLAN

BP5 - SEE BASE PLATE

SCHEDULE FOR ANCHOR

BOLT SIZE & REINF

P5 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

B4 NTS

ANCHOR BOLTS

TIES

3 4 5

NOTE:

1. ALL FOOTINGS ARE CENTERED ON THEIR COLUMNS, UON.

2. ALL LOADS ARE FACTORED.

3. THE LOAD COMBINATION IS D + 0.75*W + 0.75*S.

4. THE LOAD COMBINATION IS 0.6*D + W.

5. THE LOAD COMBINATION IS D + 0.75*W + 0.75*S.

PIER AND BASE PLATE SCHEDULE

T

H R

E A

D E

D

P R

O J E

C T

IO

N

E M

B

P T

H

S

S

1 SEE B1/0S-601 FOR

ANCHOR BOLT DIA

TACK

NOTE:

1. NUMBER & SIZE OF ANCHOR BOLTS AND BASE PLATE

SIZE & THICKNESS BY PRE ENGR MFR. COORDINATE PRIOR TO CONSTRUCTION.

2. AB PRELIM SIZE. AB SHALL BE DESIGNED BY PRE-ENGR BLDG MFR. AB EMBED

CORRESPONDS WITH DIA SHOWN. CONTACT ENGR OF RECORD IF DIFFERENT.

(2)

(2)

(2)

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

Sheet of 195

0S-601

S E

L

T H

A R

S C

H E

D U

L

T A

IL

S

MARK SIZE TIES

VERT

REINF

P1 18"X18"

REMARKS

REINFORCEMENT

DEPTHLENGTHWIDTHMARK

6’-0" 6’-0" 20" 6-#6

C1 NTS

FOOTING SCHEDULE

B3 NTS

C3 NTS

B1 NTS

COLUMN BASE ON FOOTING

(2)#4@ 2" OC

12" OC BAL

(T&B, EW, UON)

REINF ON BOT ONLY

7’-6" 7’-6" 24" 7-#7

F1

F2

F3

F4

8’-6" 8’-6" 27" 7-#8

4’-0" 4’-0" 15" 5-#5

SLAB EDGE

L

L

C4

COLUMN BASE ON PIER

P2 18"X18" 8-#6

(2)#4@ 2" OC

12" OC BAL

P3 18"X18" 8-#6

(2)#4@ 2" OC

12" OC BAL

C OF PIER & FTG

C OF PIER & FTG

WALL

WALL

F5 3’-0" 3’-0" 15" 5-#5 REINF ON BOT ONLY

MAX VERT MAX VERT

DOWN UPLIFT

MAX SHEAR

6.5

(KIPS) (KIPS) (KIPS)

ANCHOR

BOLTS

(DIA)

NUMBER

4 18"

4 12"

4 12"

4 12"P4 18"X18" 8-#6

(2)#4@ 2" OC

12" OC BAL

P5 30"X30"

(2)#4@ 2" OC

12" OC BAL

4 12"3/4"

3/4"

A1 NTS

3�" 3�"

EQEQ

E Q

E Q

10"

1’-4"

2"2"

WALL WALL

C OF PIER & FTGL

SLAB EDGE

E Q

E Q

EQ EQ

BP1

BP2

BP3

BP4

BP5

E Q

E Q

EQ EQ

PIER SIZE

P

E

2"2"

PIER SIZE

P

E

SLAB EDGE

3" 1"

EQ EQ

PIER SIZE

P

E

E Q

E Q

P

E

PIER SIZE

P

E

PIER SIZE

C OF PIER & FTGL

3"

WALL

WALL

3"

C OF PIER & FTGL

C OF PIER & FTGL

SLAB EDGE

SLAB EDGE

R

T Y

P

A2 NTS

PIER P2 BASE PL BP2 PLAN

A3 NTS A4 NTS

B2 NTS

12-#8

SEE PLAN

P

S

A N

BP4

OUTSIDE FACE

OF WALL

OUTSIDE FACE

OF WALL

NOTE: AT COL C.1-13, BASE PLATE IS

CENTERED IN THE NORTH/SOUTH

DIRECTION ON THE PIER.

R

T Y

P

ANCHOR BOLT

EMBED DEPTH

(IN)

PIER & BASE PLATE SCHEDULE

BASE

PLATE

MARK

BASE

PLATE

THK

3/4"

1"

1"

3/4"

3/4"

12-#6

J

L

O P

E R

PIER P1 & BASE PL BP1 PLAN PIER P3 & BASE PL BP3 PLAN PIER P4 & BASE PL BP4 PLAN

PIER P5 & BASE PL BP5 PLAN

BP1 - SEE BASE PLATE

SCHEDULE FOR ANCHOR

BOLT SIZE & REINF P1 - SEE PIER SCHEDULE

FOR SIZE AND REINF

TIES

BP2 - SEE BASE PLATE

SCHEDULE FOR ANCHOR

BOLT SIZE & REINF

P2 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

TIES

TIES

BP3 - SEE BASE

PLATE SCHEDULE

FOR ANCHOR BOLT

SIZE & EMBED

P3 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

P4 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

BP4 - SEE BASE

PLATE SCHEDULE

FOR ANCHOR BOLT

SIZE & EMBED

TIES

W COL OR HSS COL

TYPICAL BASE PLATE PLAN

BP5 - SEE BASE PLATE

SCHEDULE FOR ANCHOR

BOLT SIZE & REINF

P5 - SEE PIER

SCHEDULE FOR

SIZE AND REINF

B4 NTS

ANCHOR BOLTS

TIES

3 4 5

NOTE:

1. ALL FOOTINGS ARE CENTERED ON THEIR COLUMNS, UON.

2. ALL LOADS ARE FACTORED.

3. THE LOAD COMBINATION IS D + 0.75*W + 0.75*S.

4. THE LOAD COMBINATION IS 0.6*D + W.

5. THE LOAD COMBINATION IS D + 0.75*W + 0.75*S.

PIER AND BASE PLATE SCHEDULE

T

H R

E A

D E

D

P R

O J E

C T

IO

N

E M

B

P T

H

S

S

1 SEE B1/0S-601 FOR

ANCHOR BOLT DIA

TACK

NOTE:

1. NUMBER & SIZE OF ANCHOR BOLTS AND BASE PLATE

SIZE & THICKNESS BY PRE ENGR MFR. COORDINATE PRIOR TO CONSTRUCTION.

2. AB PRELIM SIZE. AB SHALL BE DESIGNED BY PRE-ENGR BLDG MFR. AB EMBED

CORRESPONDS WITH DIA SHOWN. CONTACT ENGR OF RECORD IF DIFFERENT.

(2)

(2)

(2)

TYP

2"

W

L

C

C

DIA D

C

5/16

5/16

5/16

TYP

2"

W

L

C

C

DIA D

C

5/16

5/16

5/16

SCHEDULED FOOTING

T/SLAB

T/FTG EL

THIS DETAIL APPLIES WHEN A PIER IS SCHEDULED.

T/PIER

SEE PLAN

3" MIN

C C

C

SCHEDULED

FOOTING

C

SCHEDULED PIER

C

S P

A

R

P

H E

D

C

STANDARD HOOK

SLAB ON GRADE

SCHEDULED

PIER REINF

C

SCHEDULED FTG REINF

COMPRESSIBLE JOINT FILLER

C

SCHEDULED FTG REINF

COMPRESSIBLE JOINT FILLER.

TERMINATE SLAB REINF AT

2" FROM JOINT

SLAB ON GROUND,

SEE PLAN FOR REINF

1�" GROUT, UON

SEE SCHED FOR BASE

PLATE AND ANCHOR BOTLS

1�"GROUT, UON

PLATE AND ANCHOR BOLTS

THIS DETAIL APPLIES WHEN T/FTG IS

LESS THAN 1’-6" BELOW TOP OF

SLAB AND NO PIER IS SCHEDULED

AT TURRET STAND TYPICAL, UON

T/FTG

T/ PIER

SCHEDULED FOOTING

T/SLAB

THIS DETAIL APPLIES WHEN A PIER IS SCHEDULED.

T/PIER

SEE PLAN

3" MIN

C C

C

SCHEDULED

FOOTING

C

SCHEDULED PIER

C

S P

A

R

P

H E

D

C

STANDARD HOOK

SLAB ON GRADE

SCHEDULED

PIER REINF

C

SCHEDULED FTG REINF

COMPRESSIBLE JOINT FILLER

C

SCHEDULED FTG REINF

COMPRESSIBLE JOINT FILLER.

TERMINATE SLAB REINF AT

2" FROM JOINT

SLAB ON GROUND,

SEE PLAN FOR REINF

1�" GROUT, UON

PLATE AND ANCHOR BOTLS

1�"GROUT, UON

PLATE AND ANCHOR BOLTS

THIS DETAIL APPLIES WHEN T/FTG IS

LESS THAN 1’-6" BELOW TOP OF

SLAB AND NO PIER IS SCHEDULED

AT TURRET STAND TYPICAL, UON

T/FTG

T/ PIER

CC

CCCC

CCCC

CC

CC

CC

A2

MAGAZINE LEVEL FOUNDATION AND SLAB PLAN - NORTH

�" = 1’-0"

1S-102

B U

IL

D

M A

G A

Z

V

U N

D A

T

IO

N

SHEET NOTES

KEY NOTES

A.

B.

C.

D.

SEE 0S-501 FOR TYPICAL CONCRETE

DETAILS.

SEE STRUCTURAL GENERAL NOTES ON

0S-001 AND 0S-002.

TYP,

INTERIOR

WALLS

M A

T C

H L

IN

E

S E

E S

E E

S H

E E

T

S

ELEVATIONS STATED ON PLANS ARE

T/CONC FIN FLR. SEE CIVIL FOR MEAN

SEA LEVEL ELEVATION.

B2

1S-510

A2

1S-510

0 4’ 8’ 12’

SCALE:3/16"=1’

TYP

TYP

MAT FOUNDATION IS 3’-0" THICK. SEE

1S-103 FOR REINF.

D

D

D

D

D

D

D

D

DD

DD

E.

TOC EL = [-9’-2�"], UON

T/ AREAWAY

EL [-9’-4�"]

DNDNDN

TYP

B3

1S-512

A4

1S-512

F. SEE 1S-104 FOR CONC WALL

REINFORCEMENT.

TYP

C3

1S-511

2’-6"

1’-3"

1’-3"

94’-1"

11’-6"

1’-3"

5’-4"

2’-6"

2’-6"

5’-4" 1’-3"

5’-4"

1’-3"

10’-6"

26’-10"

SEE 1S-112 FOR

CONTINUATION

OF WALL AND

FOOTINGS

6 T/ WALL FTG EL [-9’-2 3/8"]

7 T/ WALL FTG EL [-7’-6"]

8 FTG STEP. SEE A3/0S-501.

6 8

6 8

6’-10"

2’-6"

S E

L

T H

A R

FOOTING DRAIN PASSES THROUGH

WALL BELOW SLAB. COORD W/ PLUMB

FOR LOCATION.

SEE 1S-111 FOR T/ WALL FTG EL.

A

A N

CONTRACTION JOINT IN SOG, SEE D2 &

D3/ 0S-501

3’-3" 3’-3"

C OF JIB CRANE

L

4’-0"

3’-1 8" 3’-6

8"

W8X40

W8X40

W

X

W

X

2’-1 4"

S

S

SEE A2/1S-510

(2) 1" DIA LIFT HOLES, TYP.

L

O P

E R

C OF JIB CRANEL

SEE 1S-111 FOR WALL

AND FOOTING INFO AND

ELEVATIONS

FALSE FLOOR FRAMING TURRET 3

ONLY. SEE 1S-310 FOR PLAN.

12 LOADER MOUNT STEEL PLATE, SEE

DETAILS FOR THICKNESS. PLATE

COVERS ENTIRE OPNG IN MAT FDN.

2’-0"

15 SEWAGE EJECTOR PIT. SEE

A5/0S-502 FOR DETAIL. T/ PIT SLAB

IS [-16’-2�"]. COORD W/ PLUMB.

SUMP PIT. SEE A5/0S-502 FOR

DETAIL. T/ PIT SLAB IS [-16’-2�"].

COORD W/ PLUMB.

11" THK EQUIP PAD. COORD SIZE AND

LOCATION W/ MECH. SEE D5/0S-501

FOR DETAIL.

16 SANITARY LINE. PLACE PIPE PRIOR TO

MAT FDN CONCRETE PLACEMENT.

COORD LOCATION W/ PLUMB & MAT

FDN REINF SHOWN ON 1S-103.

16 16

C2

1S-510

THICKENED SLAB @ STAIR LANDING. SEE

C5/0S-502

A5

1S-510

TYP

TYP

T Y

P

FOR COLUMN DESIGNATION "D",

COLUMN BASE PL AND ANCHOR BOLT

INFO SEE 1S-602.

2-TON JIB CRANE FOUNDATION, 2’-6"

THK. TOP OF FOOTING EL EQUALS

TOP OF AREAWAY WALL FOOTING EL.

REINF W/ #6 @ 12" OC, T&B, EW.

A1

1S-512

A3

1S-512

6" SOG W/ #3 @ 18" OC, EW. SLOPE

TO DRAIN, SEE PLUMB AND ARCH.

.1

C C .1

7 8 9 9.3 9.7 10 11 1211.3 11.77.3 7.7

B .3

B .7

B

100’-0"

2’-7"

12’-4" 8’-0" 8’-0"7’-10" 7’-10" 7’-10" 12’-4" 7’-10" 7’-10" 12’-4" 7’-10"

A .5

A .9

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

Sheet of 195

W8X40W8X40

9’ -2 /8

9’ -2 /8

W8X40 W8X40

[-10’-4 3/8"]

F4

W

X6

W

X6

W

X6

W

X6

W

X6

W

X6

W

X6

W

X6

W

X6

W

X6

W

X6

W

X6

W

X

W

X

W

X

W

X

IL

D

SHEET NOTES

KEY NOTES

A.

B.

C.

D.

SEE STRUCTURAL GENERAL NOTES ON

0S-001 AND 0S-002.

MAT FOUNDATION IS 3’-0" THICK.

ELEVATIONS STATED ON PLANS ARE

T/CONC FIN FLR. SEE CIVIL FOR MEAN

SEA LEVEL ELEVATION.

1S-103

M

IN

F O

R C

E M

E

A N

OC OC OC OC OC OC OC

A1 3/16" = 1’-0"

O C

O C

O C

O C

O C

O C

O C

TYP BAR SPACING AND SIZE

OC

1 1 1

T & B

TYP BARS

SEE 0S-501 FOR TYPICAL CONCRETE

DETAILS.

0 4’ 8’ 12’

SCALE:3/16"=1’

ALL BARS ARE TOP & BOTTOM

S E

L

T H

A R

(TYPICAL 3 PLACES) (TYPICAL 2

PLACES)

E. IN ADDITION TO BAR REINFORCEMENT

INDICATED, PROVIDE TOP MAT 4x4-W4xW4

WWR ATTACHED DIRECTLY TO TOP BAR

REINFORCEMENT.

T/ PIT SLAB AT EL [-12’-2�"]. SEE

DETAILS A2 & B2 ON 1S-510 FOR

ADDL INFO.

F. WORK THIS DRAWING W/ DRAWINGS 1S-102

& 1S-104.

MAT FOUNDATION REINFORCEMENT PLAN

2 COLUMN ANCHOR BOLTS, TYP.

O P

E R

3" 9" 1’-0" 9" 9" 1’-0" 9"

#8@6"#6@12"#8@6"#6@12"#8@6"#8@6" #6@12"

3"

2’-6" 3’-0" 3’-6" 7’-0" 3’-6" 3’-0" 2’-6"

5’-6"30’-6" 30’-6" 5’-6" 30’-6"

#6@12"

B .1

C C .1

7 8 9 9.3 9.7 10 11 1211.3 11.77.3 7.7

B .3

B .7

B

100’-0"

2’-7"

12’-4" 8’-0" 8’-0"7’-10" 7’-10" 7’-10" 12’-4" 7’-10" 7’-10" 12’-4" 7’-10"

A .9

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

IL

D

SHEET NOTES

KEY NOTES

A.

B.

C.

SEE STRUCTURAL GENERAL NOTES ON

0S-001 AND 0S-002.

ELEVATIONS STATED ON PLANS ARE

T/CONC FIN FLR. SEE CIVIL FOR MEAN

SEA LEVEL ELEVATION.

1S-104

EF EF EF

E F

E F

E F

W A

IN

F O

R C

E M

E

A N

5-#8 x 9’-0" T&B

OVER OPENING

A1

WALL REINFORCEMENT PLAN

3/16" = 1’-0’

1S-602

C1

1S-602

C2

B BCC A

B

B

C

C

A ABB

B

C

CC

A B C C B A

C

B

ABCCB

B

A

C

C

B

A B C C B

A

C

B

ABCCB

B

A

C

C

B B B B

C C C

TYP @ 24

LOCATIONS

TYP @ 24

LOCATIONS

TYP @ 12

LOCATIONS

#6@12" OC#6@12" OC #6@12" OC

A5

1S-510

0 4’ 8’ 12’

SCALE:3/16"=1’

(TYP @ ALL 7 DOOR

OPNGS)

C4

1S-510

TYP @ 4 DOORWAYS

BTWN B.1 & B.3

D. T/ WALL EL = [-1’-0�"]

S E

L

T H

A R

A5

1S-510

TYP

SIM

1S-602

C3

E. WORK THIS DRAWING WITH 1S-102 &

1S-103.

SEE 1S-602 FOR COL REINF DETAILS. "A",

"B", "C" INDICATE COLUMN/WALL

REINFORCEMENT MARKS.

J

L

O P

E R

PROVIDE 5 SLEEVES THROUGH WALL

FOR MECH PIPING & PLUMB. SEE

A1/0S-501 FOR DETAIL. COORD W/

MECH & PLUMB FOR SIZE AND

LOCATION PLACEMENT.

F. COORD W/ ELECT FOR ALL CONDUIT

SLEEVING REQUIREMENTS PRIOR TO WALL

CONSTRUCTION.

1’-3" 1’-3"

VERT BARS

1-#6 EF

VERT BARS

1-#6 EF

VERT BARS

V E

R S

V E

R S

V E

R S

#6@12" OC VERT

BARS EA FACE

B .1

C C .1

7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7

B .3

B .4

B .6

B .7

B

8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"

2’-7"

100’-0"

A .9

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

8’0 4’ 16’

SCALE:1/8"=1’

A2 �" = 1’-0"

1S-111

IL

D

FOUNDATION AND SLAB PLAN - SOUTH

M A

T C

H L

IN

E

S E

E S

E E

S H

E E

T

S

SHEET NOTES

KEY NOTES

A.

B.

C.

D.

E.

SEE 0S-501 FOR TYPICAL CONCRETE

DETAILS.

SEE STRUCTURAL GENERAL NOTES ON

0S-001 AND 0S-002.

F.

A1

1S-501

T/ CONC EL = 0’-0"

ELEVATIONS STATED ON PLANS ARE

T/CONC SOG. SEE CIVIL FOR MEAN

SEA LEVEL ELEVATION.

A2

1S-501

TYP

TYP TYP

1’- 0"

1’- 0"

2 BAY FOR BRACED FRAME LOCATION

P2

P2

P3

P2

P2

A2

1S-501

A2

1S-501

HS

S

CO

L

HS

S

CO

L

PLACE FTG W/ MAT FDN

F2

P3

F2

T/ WALL FTG EL = [-4’-2"]

G. SEE 1S-131 FOR INFO FOR DESIGN OF

MECH PLATFORM; COLS A.4-3 & A.4-4.

7 STEPPED FTG, SEE A3/0S-501 FOR

DETAIL

A3

1S-501

3 3

A5

1S-501 8

REMOTE CONTROL STATION (RCS).

COORDINATE EXACT LOCATION OF EQUIP

SUPPORT STEEL W/ EQUIP INSTALLER.

LOCAL CONTROL STATION (LCS).

COORDINATE EXACT LOCATION OF EQUIP

SUPPORT STEEL W/ EQUIP INSTALLER.

C4

1S-515

H.

13 LCS & RCS EQUIP SEE C4/1S-515 FOR

STEEL SUPPORT DETAIL

TRENCH 2’-0" WIDE x 6" DEEP (MIN)

SLOPE BOT OF TRENCH TOWARDS EXT

WALL @ 0.5%. SEE B5/0S-502 FOR TYP

DETAIL. PROVIDE 1" x 3/16" STEEL BAR

GRATING W/ BEARING BARS SPACED @

1�" OC & CROSS BARS @ 4" OC TO

COVER TRENCH. PROVIDE OPENINGS IN

GRATING @ PIPE & CABLE

PENETRATIONS. COORD W/ PLUMB AND

EQUIP INSTALLER.

@ DOOR

A3

1S-501

@ DOOR

A5

1S-501@ DOOR

TOP OF EXT WALL FTG EL IS EQUAL TO

THE ADJACENT TOP OF EXT SPREAD

FTG. SEE 0S-601 FOR SIZE AND REINF.

ALL COLUMN PIERS ARE MARK P1 UON.

T/PIER EL IS 0’-0", TYP. SEE PIER

SCHEDULE ON 0S-601 FOR DETAILS AND

ANCHOR BOLT PLACEMENT.

PROVIDE FOR 30 GALLON WATER

HEATER TO BE HUNG FROM ROOF

BEAMS. COORD LOCATION W/ PLUMB.

14 SANITARY LINE. COORD W/ PLUMB FOR

INVERT. SLEEVE WALL, SEE DETAIL

A1/0S-501.

15 WATER LINE. COORD W/ FP FOR

INVERT. SLEEVE WALL, SEE DETAIL

A1/0S-501.

16 CONDUIT. COORD W/ ELEC & FP. SEE

A1/0S-501 FOR SLEEVE.

T/ WALL FTG EL = [-7’-6"]

KEY NOTES

STORM LINE. COORD W/ PLUMB FOR

INVERT. SLEEVE WALL, SEE DETAIL

A1/0S-501.

T/ WALL FTG EL = [-3’-9"] 20

6"

SLAB EDGE, TYP

WALL FTG, TYP

6"

6’-4" 12’-0"

9’-0"

OUTSIDE FACE OF

WALL, TYP

3’-3" 12’-8"

T/ WALL FTG EL = [-7’-1"] 21

T H

A

S E

T/ WALL FTG EL = [-5’-10"]. WALL

FTG SHALL BE 15" THK AND SHALL BE

REINF W/ 5-#5 EA WAY.

F O

U N

D A

T

IO

A N

B2

1S-512

SLAB-ON-GROUND IS 6" THICK

W/ #3 @ 18" OC, EW TOP.

CONTRACTION JOINT.

FOOTINGS DESIGNED FOR 2.5K DL AND

4.5K LL. COORD W/ PRE ENGR BLDG

MFR TO ENSURE SIZE IS ADEQUATE

PRIOR TO CONSTRUCTION.

12" THK MAT EQUIP FDN W/ #5 @ 12"

OC T & B. PAD TO RECEIVE SEARAM

SHIPPING SKID. T/CONC EL = 0’-0". SEE

C5/1S-501 FOR LOCATIONS OF 1" DIA

HILTI HY 150 INJECTION ADHESIVE

ANCHOR W/ 8�" EMBED LOCATIONS TO

BE INSTALLED AFTER SKID IS IN PLACE.

PROVIDE OPNG IN SLAB FOR OIL

INTERCEPTOR. COORD SIZE AND DEPTH

W/ PLUMB AND MFR REQMTS. SEE

A5/0S-501 FOR ADDL INFO.

J

L

O P

E R

22 6" WIDE OPNG FOR TRENCH DRAIN.

COORD W/ PLUMB. SEE B5/0S-502 FOR

SLAB REINF.

12" THK MAT EQUIP FDN W/ #5 @ 12"

OC T & B

C1

1S-501

23 THKD SLAB AT LADDER. SEE

C5/0S-502.

7’-0"

12’-4"

12’-4"

24 2" SLAB DEPRESSION. SEE C3/0S-502

FOR DETAIL. SEE ARCH FOR LOCATION.

1’-4"

90’-0"

1’-9"

A B

C

1 2 3 5 6 7

A .4

22’-6" 22’-6" 22’-6" 22’-6"

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

Sheet of 195

2’ -6

2’ -6

5’ -0

2’ -6

2’ -6

C10X15.3

3’ -1 1"

2’ -6

3’ -1 1"

5’ -0

5’ -0

9’ -2 /8

9’ -2 /8

F4

F4

F2 F2 F2

F2F2F2

F1

F1

F1

F1

W10X33

W

X

C10X15.3

C

X .3

W10X33

W10X33

C

X .3

W10X33

LOADER LEVEL FRAMING PLAN - NORTH

�" = 1’-0"

M A

T C

H L

IN

E

S E

E S

E E

S H

E E

T

S

1S-112

B U

IL

D

T/STL PL EL = 0’-0"

A.

B.

C.

SHEET NOTES KEY NOTES

DECK IS 3/8" METAL PLATE. SEE

GENERAL NOTES FOR ADDL INFO.

4 T/AREAWAY WALL, EL 1’-6"

SEE STRUCTURAL GENERAL NOTES

0S-001 AND 0S-002.

FRAMING MEMBERS BTWN COL

LINES ARE EQUALLY SPACED,

UON.

D.

ELEVATIONS STATED ON PLANS ARE

FIN FLR. SEE CIVIL FOR MEAN

SEA LEVEL ELEVATION.

B2

1S-512

A4

1S-512

A1

1S-211

B5

1S-512

A1

1S-210

0 4’ 8’ 12’

SCALE:3/16"=1’

CARRIER MOUNTING PL. SEE A1/1S-311

3 3 3

CHEVRON BRACING, SEE A1/1S-210

TYP

A1

1S-511

A3

1S-512

A1

1S-512

A2

1S-512

A4

1S-511

EL [-2’-0"]

TOC

0’-0"

TOC EL

SIDEWALK, SEE CIVIL.

9 MOMENT CONN TO BE DESIGNED FOR

FACTORED END MOMENT OF 30 FT-K

10 FOOTING STEP, SEE A3/0S-501

6 PLCS ALONG 11

TYP @

14 PLCS

TYP

@ DOOR

A3

1S-512

TYP @ 8 PLCS

ALONG 8

A1

1S-512

A2

1S-512

B5

1S-512

P5

P5

P5

P5

4’ -0

6’ -0

4’ -0

4’ -0

3’ -0

2’ -0

2’ -0

2’ -0

2’ -0

2’ -0

2’ -0

P4

TYP @ DOOR

TYP

T/ WALL FTG EL IS [-6’-0"]

T/ WALL FTG EL IS [-5’-8"]

14 DOMESTIC WATER LINE. COORD W/ PLUMB.

SEE A1/0S-501 FOR SLEEVE DETAIL.

SANITARY LINE, BELOW FTG. COORD W/

PLUMB. SEE A1/0S-501 FOR SLEEVE DETAIL.

15 COMPRESSED AIR PIPE. COORD W/ PLUMB.

SEE A1/0S-501 FOR SLEEVE DETAIL.

T H

A

S E

L L

2’ -6

1’- 0"

P4 0’ -8

P4 -1’ -0

P4 0’ -8

17 T/AREAWAY WALL, EL [-1’-0"]

B2

1S-512

C5x9 DOOR FRAME STEEL, SEE A4/1S-511

BRACED FRAME. SEE C1/1S-510 FOR ADDL

INFO.

18 6" CURB. SEE B5/1S-512

L O

A D

V

A M

A N

P4 -0 8"

P4 -0 8"

P4 -0 8"

P4 -0 8"

P4 -0 8"

P4 -0 8"

C2

1S-510

B1

1S-512

E. SEE DRAWINGS 1S-113 & 1S-114 FOR ADDL

INFO AT THE LOADER LEVEL.

F.

L L

COLUMNS SHALL SIT ON AREAWAY WALL W/

BASE PLATE BP4. SEE 0S-601 FOR ADDL

INFO FOR BASE PLATE AND ANCHOR BOLTS.

J

L

O P

E R

TYP @

EXP JT

JIB CRANE FDN. CRANE TO BE FOUNDATION

MOUNTED DURING WALL PLACEMENT. GC TO

COORDINATE W/ JIB CRANE SUPPLIER & FDN

SHOWN.

T/ PIER ELEVATION IS [-2’-0"], UON.

C3

1S-513

TYP,

11 PLCS

4" EQUIPMENT PAD. COORD W/ MECH, ELEC &

PLUMB FOR SIZE & LOCATION. SEE D5/0S-501

FOR ADDL INFO.

L

22 TYP DIMENSIONS FOR CHANNEL

FRAMING @ STAIR OPNGS.

W8x15, BM TO COL MOMENT CONN TO BE

DESIGNED FOR FACTORED END MOMENT OF 5

K-FT. MC TO BE PROVIDED AT COLUMNS ONLY.

C4

1S-513

TYP @ 8

PLCS

ALONG 8

PIER & FOUNDATION FOR STAIR POST.

COORD LOCATION W/ STAIR MFR.

2’ -0

P4 -0 8"

24 THICKENED SLAB @ STAIR LANDING.

COORD W/ SIDEWALK (CIVIL) AND STAIR

MFR. SEE C5/0S-502

A1

1S-512

6" THICK SOG W/ #3@18" OC, EW TOP. SEE

1S-113 FOR CONTRACTION JOINT LAYOUT.

PROVIDE FLOOR DRAINS, SEE PLUMB AND ARCH

FOR LOCATIONS.

STORM LINE. COORD SLEEVE IN WALL

W/ PLUMB & CIVIL.

25 PROVIDE WT4x9 VERT FRAMING FROM

STEEL PLATE DECK TO DECK FRAMING

ABOVE AT ELEC PANEL LOCATION.

COORD W/ ELEC.

1’-3"

1’-3"

5’-4" 1’-0"

9�"

9�"

FOR CONT OF

WALL FTG

SEE 1S-102

1’-7"

C OF EXP JT

1’-7"

C OF EXP JT

C CANOPY

COLS

1’-3" 5’-3"

10"

6 PLCS

ALONG 9

7’-6"

7’-8"

FOR CONT OF

WALL FTG

SEE 1S-102

B .1

C C .1

7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7

B .3

B .4

B .6

B .7

B

C .1

8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"

14’-5"

2’-7"

100’-0"

B .6

B .1

6’-1"

13.5

8’-8"

29’-2"

A A .5

A .9

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

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T E

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X

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D w n b y

D e s ig n e d b y

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D a t e

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A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

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2 4 51

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C10X15.3

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X .3

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C

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C

X .3

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C

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C

X .3

C

X .3

C

X .3

C

X .3

C

X .3

C

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C10X15.3

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X8

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X6

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X6

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X8

W12 X8

W12 X6

W12 X6

W12X87

W12X6

W12X6

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X4

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W10 X4

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C10X15.3

W12X8

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W12X8

W12 X6

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X4

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X4

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X4

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W12 X8

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X3

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X3

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W10X33

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W10X33

W10X33

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X3

W

X3

HS

S4

X4 X3 /8

HSS

4X4

X3 /8

HS

S4

X4 X1 /4

HS

S4

X4 X1 /4

HS

S4

X4 X1 /4

HS

S4

X4 X1 /4

HS

S4

X4 X1 /4

HS

S4

X4 X1 /4

HS

S4

X4 X3 /8

HSS4X4X3/8

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S4

X4 X3 /8

HS

S4

X4 X3 /8

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X8

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W10X33

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C10X15.3

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W10X45

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W

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W10X33 W10X33

W10X33 W10X33

W10X33

W

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W10X33

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C

X .3

C10X15.3

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W

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W

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W

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W

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C

X .3

C10X15.3

W

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W10X45

W

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W10X33 W10X33

W10X33 W10X33

W10X33

W

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W10X33

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W

X

W

X

W

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C10X15.3

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C

X .3

C

X .3

W10X45

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W10X33

W10X33

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W

X

W

X

W

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W

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W10X33

W10X33

W

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C10X15.3

C

X .3

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W10X45

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X

W

X

W10X33

W10X33

W10X33 W10X33

W10X33

W

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W10X33

W

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W

X

W

X

W

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C10X15.3

W

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C

X .3

C

X .3

W10X45

W

X

W

X

W

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W10X33

W10X33

W

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W

X

W

X

W

X

W

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W10X33

W10X33

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X .3

C

X .3

C

X .3

C

X .3

C

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C

X .3

C

X

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A

T C

H L

IN

E

S E

E S

E E

S H

E E

T

S

1S-113

B U

IL

D

T/STL PL EL = 0’-0"

A.

B.

SHEET NOTES KEY NOTES

SEE STRUCTURAL GENERAL NOTES

0S-001 AND 0S-002.

0 4’ 8’ 12’

SCALE:3/16"=1’

OPNGS AT LOADER LEVEL FRAMING PLAN - NORTH

3/16 " = 1’-0"

OPENING IS 19" NS x 9" EW3

OPENING IS 9" NS x 19" EW4

53113

1 1 1 3

OPENING IS 5’-3" x 5’-3"6

1’-11" 2’-5" 1’-10"

2’-5"

1’-11"

2’-6" 1’-11"

2’-1"

4’-0"

1’-11" 2’-5" 1’-10" 2’-5"

1 1 1 3

2’-1"

4’-0" 1’-11"

1’-11" 2’-6"

13 6 531

1’-11"2’-5" 1’-10"

4’-0"

2’-1"

1’-11"

1 365 3 1

2’-6" 1’-11"1’-11"

OPENING IS 5’-2" NS x 2’-11" EW

N

OPENING IS 3’-2" NS x 4’-0" EW

1’-11"

2’-11"

5’-6"

C. DIMENSIONS SHOWN ARE TO OPNG CL

S E

L

T H

A R

L O

A D

V

E N

IN

A N

OPENING IS 3�" DIA. COORD W/ MECH

FOR LOCATIONS.

11 CONTRACTION JOINT IN SOG, TYP.

D. SEE 1S-112 FOR FRAMING PLAN.

J

L

O P

E R

FOR DIRECTION OF OPENINGS, THE NORTH

DIRECTION IS STATED AS FOLLOW

1 1/2" DIA OPNG. COORD LOCATION W/

PLUMB.

OPNGS FOR BCCP WATERLINE & DISCHARGE

DRAIN. COORD W/ OWNER PROVIDED

EQUIPMENT & PLUMB FOR LOCATION & SIZE.

1’-11"1’-11"

OPENING IS 16" NS x 8" EW

OPENING IS 8" NS x 16" EW

OPENING IS 10" NS x 8" EW

OPENING IS 4" DIA. COORD W/ PLUMB FOR

LOCATION.

.1

C C .1

7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7

B .3

B .4

B .6

B .7

B

C .1

8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"

14’-5"

2’-7"

100’-0"

B .6

B .1

6’-1"

13.5

8’-8"

29’-2"

A A .5

A .9

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

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R

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D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

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E

B O

R A

T O

R Y

N

BLDG

BLDG

A

T C

H L

IN

E

S E

E S

E E

S H

E E

T

S

1S-114

B U

IL

D

T/STL PL EL = 0’-0"

A.

SHEET NOTES KEY NOTES

SEE STRUCTURAL GENERAL NOTES

0S-001 AND 0S-002.

0 4’ 8’ 12’

SCALE:3/16"=1’

3/16 " = 1’-0"

REMOTE CONTROL STATION (RCS). COORDINATE EXACT LOCATION

OF EQUIPMENT SUPPORT STEEL W/ EQUIP INSTALLER.

LOCAL CONTROL STATION (LCS). COORDINATE EXACT LOCATION

OF EQUIPMENT SUPPORT STEEL W/ EQUIP INSTALLER.

B1

1S-515

GUN CONTROL PANEL (GCP). COORDINATE EXACT LOCATION

OF EQUIPMENT SUPPORT STEEL W/ EQUIP INSTALLER.

A4

1S-515

4 SEE ELEVATION FOR WALL MOUNTED EQUIPMENT:

BARREL COOLING CONTROL PANEL (BCCP) &

ANTI-ICING JUNCTION BOX.

5 SLIPRING SUPPORT BRACKET.

C1

1S-515

C3

1S-515

A2

1S-515

A1

1S-515

B2

1S-515

1’-1" 1’-3"

1’-2 8"

1’-7"

1’-4" 1’-7"

EP1. COORDINATE EXACT LOCATION OF EQUIP

SUPPORT STEEL W/ EQUIP INSTALLER. SEE 1S-113

FOR LOCATION AND SIZE OF OPENING.

EP2. COORDINATE EXACT LOCATION OF EQUIP

SUPPORT STEEL W/ EQUIP INSTALLER. SEE 1S-113

FOR LOCATION & SIZE OF OPNG.

S E

L

T H

A R

L O

A D

V

Q

U

IP

M E

P P

O

A M

7"

5"

3"

A3

1S-515

B. SEE 1S-112 FOR FRAMING PLAN.

LOADER LEVEL EQUIPMENT SUPPORT FRAMING PLAN

J

L

O P

E R

LOWER ACCUMULATOR (LA). COORDINATE EXACT

LOCATION OF EQUIP SUPPORT STEEL W/ EQUIP INSTALLER.

CENTER LA OVER W10 BEAM BELOW.

9 9

4’-7"

1’-0"

PROVIDE (2) C6x8.2 BETWEEN COLUMNS TO SUPPORT ELEC

PANELS. COORD W/ ELEC MFR FOR ELEVATIONS. WELD

BOTH ENDS OF C6 TO INSIDE OF COL FLANGE W/ 1/4"

FILLET ALL AROUND OR PROVIDE (2) 3/4" DIA BOLTS W/ 1/4"

SHEAR PL

WT4 (SEE 1S-112 FOR SIZE) VERT MEMBER.

GRIND SMOOTH DECK TO RECEIVE 1/4" WELD

ALL AROUND @ BASE. USE VERT SLIP CONN

@ TOP OF WT4 TO UNDERSIDE OF W8.

B .1

C C .1

7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7

B .3

B .4

B .6

B .7

B

C .1

8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"

14’-5"

2’-7"

100’-0"

B .6

B .1

6’-1"

13.5

8’-8"

29’-2"

A A .5

A .9

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

DECK LEVEL FRAMING PLAN - NORTH

�" = 1’-0"

1S-122

B U

IL

D

A.

B.

C.

SHEET NOTES KEY NOTES

M A

T C

H L

IN

E

S E

E S

E E

S H

E E

T

S

2 EDGE OF METAL PL, TYP

SEE STRUCTURAL GENERAL NOTES 0S-001

AND 0S-002.

D.

A1

1S-513

0 4’ 8’ 12’

SCALE:3/16"=1’

A1

1S-211

A1

1S-210

TOP LOADER RING PLATE. SEE A1/1S-312

1 1 1

E.

A3

1S-513

A5

1S-513

BMS TO ACCEPT STRINGERS FROM STAIR

MFR, DESIGN END CONN FOR 5K OF

FACTORED VERT LOAD.

6 DESIGN MOMENT CONN FOR FACTORED

END MOMENT OF 15 FT-K

@ 4 CORNERS

OF TURRET

@ 4 PLCS

ALONG 9

A1

1S-513

B4

1S-511

5 13"x13" OPNG

8 11"x11" OPNG

A5

1S-513

A5

1S-513

SIM

SIM

C1

1S-511

C1

1S-511

T H

A

S E

L L

A1

1S-513

SIM

A1

1S-513

@ CANOPY

D E

V

A M

A N

B1

1S-511

C1

1S-513

TURRET 1 TURRET 2 TURRET 3

W18X71

W18X71W18X71

W18X71

W18X71

W18X71

4’-9"

4’-10"

5"

5"

2"

2"

5"

5"

@ 4 PLCS AT

ALONG 11

TYP @ 4

CORNERS OF

TURRET

TYP @ 4

CORNERS OF

TURRET

C OF CANOPY

COLS

L

CIWS ADAPTER PLATE ABOVE AT TURRET 1

ONLY. SEE A1/1S-313

F.

ELEVATIONS STATED ON PLANS ARE

FIN FLR.

FRAMING MEMBERS BTWN COL LINES ARE EQUALLY

SPACED, UON.

DECK IS 3/8" METAL PL, UON. SEE GENERAL

NOTES FOR ADDL INFO.

9 VERT BRACING, SEE C1/1S-510.

T/STL DECK PL EL = 8’-2"

C EJL

2’-0"

1’-7"1’-7"

2’-0"

C EJL

2’-0"

W6 BMS @ 6 EQ SPA = 24’-0"

Q

J

L

O P

E R

CHANNEL FRAMING AT DOOR. TYPICAL AT

ALL (7) DOOR LOCATIONS. SEE A3/1S-513.

2’-0"

2’-0"

BM PASSES OVER TOP OF COL. DESIGN CONN FOR

FACTORED LOADS OF 10K OF COMPRESSION &

TENSION LOAD AND 5 FT-K OF MOMENT.

TYPICAL BEAM SPACING

AT ALL TURRETS

BM PASSES OVER TOP OF COL. DESIGN CONN FOR

FACTORED LOADS OF 15K OF COMPRESSION &

TENSION LOAD AND 10 FT-K OF MOMENT.

SEE ARCH FOR PERIMETER GUARDRAIL.

X

L

O W

X

L

O C

X

L

O

1’-0" NS x2’-0" EW OPNG IN STEEL

PLATE ONLY. SEE 1S-312 FOR LOCATION.

TOS OF BMS INDICATED W/ LO IS BOS OF BMS

PERPENDICULAR TO THEIR AXIS. DESIGN CONN OF TOP BMS

TO BOTTOM BMS W/ FACTORED LOADS OF 10K OF VERT

(TENSION & COMPRESSION) LOAD AND MOMENT OF 5 FT-K,

UON.

B .1

C C .1

7 8 9 9.3 9.4 9.6 9.7 10 11 1211.3 11.4 11.6 11.77.3 7.4 7.6 7.7

B .3

B .4

B .6

B .7

B

C .1

8’-0" 7’-10" 8’-0"7’-10"3’-9"3’-9" 4’-10" 7’-10" 7’-10"3’-9"3’-9" 4’-10"7’-10" 7’-10"3’-9"3’-9" 4’-10"

14’-5"

2’-7"

100’-0"

B .6

B .1

6’-1"

13.5

8’-8"

29’-2"

A A .5

A .9

*** Safety Pays ***

*** Support Value Engineering - It Pays ***

NEW YORK DISTRICT

A R

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it t e d b e n a m t d a t t s c a ie f

A r c h

B r a n

S L

A B s ig n f il e n a w in g c o d s c r ip t io n M a r k

A p p r

M a r k

D a t e

D a t e

A p p r

US Army Corps of Engineers

A

B

D

21 4 5

Sheet reference number:

2 4 51

C

N

T R

IC

T

N

T R

IC

T

J

U L

R K

N

S T

E

B O

R A

T O

R

S T

E

B O

R A

T O

R Y

N

BLDG

BLDG

Sheet of 195

W

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W6X12

W6X12

W6X12

W

X

W

X

W8X21

W8X31LO W8X31LO

W8X31

W8X21

W8X21

W

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W

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W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W8X21

W

X

W8X21

W8X21

W8X21

W

X

W8X21

W8X21

W6X12

W

X

W

X

W

X

C6X8.2 C6X8.2

W

X

W

X

W6X12

W6X12

W

X

W

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W8X21

W

X

W

X

W

X

W

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W

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C6X8.2C6X8.2

W

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W8X31LO

W

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W6X12

W

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W

X

W

X

W

X

W

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W6X12

W8X31LO

C6X8.2

W

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W

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W6X12

W6X12

W6X12

W6X12

W

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W

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W6X12

W8X31LO

W

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W

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C6X8.2

W

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W

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W

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W8X31LO

W6X12

W6X12

W6X12

M C

X

C

X .2

W6X12

W

X

W

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W6X12

W

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W6X12

W

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C6X8.2 C6X8.2

W

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W8X31LO

C6X8.2

W8X31LO W

X

W

X 2W 6X

W6X12

W

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W6X12

W

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W

X

W

X

W 6X16 W6X12

W8X31LO

C6X8.2

C6X8.2

W6X12

W

X

W

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W6X12

W

X

W

X

W

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C6X8.2 C6X8.2 C6X8.2W6X12C6X8.2

W6X12

W

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W

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