USMA_SCICTR_PN59044-09_STRU_Part 2.pdf

PDF 46 MB Posted Jul 1, 2011

Attached to: Multipurpose Academic Building Science Facility Phase 2, which is located at the USMA West Point NY
Solicitation number: W912DS-11-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District New York

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90 Design - Structural Part 2

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Bid Abstract W912DS-11-B-0005 Science Center.pdf	PDF	Sep 29, 2011
Amendment 0011.pdf	PDF	Sep 21, 2011
fbo announcement for Step Two.doc	DOC document	Sep 8, 2011
Invitation to Step Two.doc	DOC document	Aug 24, 2011
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Updated SF 1442 Front and Back.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-09_STRU_Part 1.pdf	PDF	Jul 1, 2011
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USMA_SCICTR_PN59044-17_ELEC_Part 1.pdf	PDF	Jul 1, 2011
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USMA_SCICTR_PN59044-13_PLUMB.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-03_ARCH_Part 2.pdf	PDF	Jul 1, 2011
Amendment 1.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-10_GEN-IV.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-04_GEN-II.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-09_STRU_Part 3.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-11_FIRE.pdf	PDF	Jul 1, 2011
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USMA_SCICTR_PN59044-15_MECH_Part 3.pdf	PDF	Jul 1, 2011
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USMA_SCICTR_PN59044-02_CIVIL.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-01_GEN-I.pdf	PDF	Jul 1, 2011
USMA_SCICTR_PN59044-05_ARCH_Part 5.pdf	PDF	Jul 1, 2011
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ABBREVIATIONS

HEATING/VENTILATING/AIR CONDITIONING

CANTILEVER(ED)CANT

FLOOR DRAIN(S)

FAR FACE

FOUNDATION(S)

FLEXIBLE

FULL LENGTH

FLANGE(S)

FACE TO FACE

CONTROL JOINTCJ

COLUMN

COMPRESSION

COMPRESSIBLE

CONCRETE MASONRY UNIT

CEILING

CPRS

COMP

COL

CMU

CLR

CLG

CLEAR

CAST IN PLACE

CEM CEMENT

CIP

FIN FINISH(ED)(ES)(ING)

FLR

FLG

FLEX

FLOOR(S)

FDN, FDTN

F/F

LONG LEG VERTICAL

LOW POINT

LONGITUDINAL

LONG LEG HORIZONTAL

LIVE LOAD

LONG

LOC

LLV

LLH

LOCATION

POUND(S)

LEVEL(ING)

LONG, LENGTHLG

LEV

DEAD LOAD

EACH END

ELEVATION(S)

ENCLOSE(S)(D)(URE)

ELEVATOR(S)

EMBEDDED, EMBEDMENT

EACH FACE

ELECTRIC(AL)

EXPANSION JOINT(S)

EACH SIDE

EACH WAY

EXPANSION

EXCAVATE(ION)

EXTERIOR

EQUIPMENT

DIMENSION(S)

BETWEEN

CENTER LINE

CENTER TO CENTER

CAISSON

BRACKET

BASEMENT

BENT

C/C

CAIS

BTWN

BSMT

BRKT

BASEPLATE

BEARING

BRIDGING

BUILDING

BLOCKING

BRG

BRDG

BOT

B PL

BOTTOM

BLKG

BLK

BLDG

BLOCK

EXT

EXP

EXC

EQUIP

EQUAL(S)

ELEV

ENCL

EMBED

ELEC

BITUMINOUS

BOTH FACES, BELOW FLOOR

BALANCE

BITUM

B/, BOT

BAL

BOTTOM OF, BELOW

AVERAGE(S)

ASPHALT

ARCHITECT(URAL)

AVG

ARCH

ASPH

DWL DOWEL(S)

EA EACH

E EAST

DWG DRAWING(S)

DIM

DOWN

DECK(S)

INCLUDE(ED)(ING)INCL

KIPS PER FOOTK/F

JST

KIPS

JOINT

JOIST

INTERIOR(S)

INFORMATION

INSULATION

INFO

INT

INV

INSUL

INVERT

INSIDE DIAMETER

INSIDE FACEIF

INCH(ES)

HVAC

HORIZONTAL

HIGH POINT

HOLLOW CORE

HORIZ

HK HOOK

HEIGHT

DIAPHRAGM

DIAGONAL

DIAMETER

DEPRESSION

DEGREE(S)

APPROXIMATE(LY)

ALTERNATE(S)(ING)

ALUMINUM

APPROX

ALT

AL, ALUM

ADDITIONAL

ADJACENT, ADJUST(ABLE)

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

ANCHOR(S)

AGGREGATE

AFG

AGGR

ANCH

AFF

ADD'L

ADJ

DIAPH

DIAG

DIA, Ø

DET DETAIL(S)

DBL

DEPR

DEG, °

DOUBLE

ANCHOR BOLT(S)

ABV

ABOVE

AND

GR GRADE

GAGE, GAUGE

GENERAL CONTRACTOR

GALVANIZE(D)(S)GALV

GEN

GENERAL

WORKPOINT

WATERSTOP

DOUBLE EXTRA STRONG

WELDED WIRE FABRIC

WIND LOAD

UTILITY(IES)

VAPOR BARRIER

UNLESS NOTED OTHERWISE

POUNDS PER SQ FTPSF

POLYTETRAFLUOROETHYLENE

POUNDS PER SQ IN

PTFE

PSI

POINT

YD YARD

X EXTRA STRONG

PROPERTY

PREFABRICATED

PLUMBING

PERIMETER

PROFESSIONAL ENGINEER

PRECAST CONCRETE

PROP

PREFAB

PLMB

PLYW

PL,

PLYWOOD

PLATE

PERIM

PCC

ON CENTER

OUTSTANDING LEG

OVERHEAD

OUTSIDE FACE

OUTSIDE DIAMETER

OUT TO OUT

OPNG OPENING

PAR PARALLEL

OPP

OSL

OUNCE

OPPOSITE

O/O

SPEC SPECIFICATION

SUSPENDED

SYMMETRICALSYM

SUP

SUSP

SUPPORT

STAINLESS STEEL

STIFFEN(ER)

STRUCTURE(AL)STRUCT

STIR

STL STEEL

STIRRUP

SST

STIFF

STD

STA

STANDARD

STATION

SQUARE

WWF

WT WEIGHT

WPT

WD WOOD

W/O W/

WITHOUT

WITH

SLAB

SPACE(S)(ING)

SLAB ON GRADE

SLEEVESLV

SOG

SPA

SHT

SIM

SHEET

SIMILAR

SHALL CONFORM WITH

SEC

SECT

SECOND

SECTION

SCHED

SCW

SCHEDULE

VOL

VERT

VOLUME

VERTICAL

VENT

UTIL

UNO

TOP & BOTTOM

TEMPERATURE

TOP LAYER

TOLERANCE

MTL METAL

MINIMUM

NEAR FACE

NOT TO SCALE

NEAR SIDE

NOT APPLICABLE

MARK

MEZZANINE

MANUFACTURER

NTS

NOM

NOMINAL

N/A

(N)

#, NO.

NEW

NUMBER

MO MASONRY OPENING

MISC

MIN

MEZZ

MFR

MISCELLANEOUS

MECHANICALMECH

MAX

MATL

MAXIMUM

MATERIAL

MAS MASONRY

RD ROOF DRAIN

RND

ROUND

ROOM

RIGHT END

REFERENCE(D)(S)

REINFORCING

REVISE(D)(ION)

RECTANGULAR

REINF

REQ'D

REV

REQUIRED

REF

RECT

TYP TYPICAL

TOT

TOL

TOTAL

TENSIONTEN

THK'N

THK

THICKEN(ED)

THICK

TEMP

R, RAD

R RISER

RADIUS

QTY QUANTITY

T & B T/

TOP OF

TREAD

LONG WAY TOPLWT

LWTB LONG WAY TOP AND BOTTOM

LWB LONG WAY BOTTOM

LW LONG WAY

, CL

CSK COUNTERSINK(SUNK)

CENTERCTR

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUE(OUS)(ATION)

CONTRACTOR(S)

COORDINATE(S)

CONC

CONN

CONSTR

CONT

COORD

CONTR

FTG

FUT

FURN

FOOTING(S)

FUTURE

FURNISH(ED)(ES)

FOOT, FEET

EOS EDGE OF SLAB

# POUND

LWGT LIGHTWEIGHT

DITTOdo

ISOLATION JOINTIJ

HD HEADED

VERIFY IN FIELDVIF

CAPACITYCAP

GB GRADE BEAM

L ANGLE

KIPS PER SQUARE FOOTKSF

KNOCKOUT PANELKOP

BEARING PLATE

BP, BRG PL

EXISTING(E), EXIST

HDR HEADER

N NORTH

DEEPDP

OPP HD OPPOSITE HAND

SJI STEEL JOIST INSTITUTE

BUILDING LINEB BLL

CENTER GRAVITY OF STEELCGS

SC SLIP CRITICAL

LSH LONG SIDE HORIZONTAL

COLD FORMED STEELCFS

EOD EDGE OF DECK

PERPENDICULARPERP

DEMOLISH(TION)DEMO

BASE PLATE, BEARING PLATE

LONGITUDINALLONGIT

FACTOR OF SAFETY

COUNTER CLOCKWISECCW

FOS

ENGINEER(S)(ING)

EACH WAY TOP

BOTTOM LAYERBL

BM BEAM

EWT

ENG

ABBREVIATION(S)

ARCHITECT/ENGINEER

ABBRV

A/E

POST-TENSIONP/T, PTEN

ON GAGE LINE

OVERALL

OGL

SHORT WAY BOTTOMSWB

SW SHORT WAY, SWITCH

RMV REMOVE

REINFORCING BAR

REL RELOCATE

REBAR

EWB EACH WAY BOTTOM

EWTB EACH WAY TOP AND BOTTOM

SWT SHORT WAY TOP

SWTB SHORT WAY TOP AND BOTTOM

FRAME(D)(S)

FULL PENETRATION

BC BOTTOM CHORD

GRD GROUND

HDG HOT-DIPPED GALVANIZED

LT LEFT

CO CONTRACTING OFFICER

TOP CHORDTC

S2-1

GRAPHIC SYMBOLS

EXISTING COLUMN LINE

NEW COLUMN LINE

SHEET WHERE DRAWN

DETAIL LETTER

SECTION NUMBER

REINFORCED CONCRETE SLAB ELEVATION TRANSITION

SYMBOL

DATUM

PLAN VIEW SECTION VIEW

NEW STEEL BEAM

NEW SLAB

NEW CONCRETE WALL

(E) 14x28

W16X26

EXIST CONCRETE

BEAM

753 EAST

EXISTING CONCRETE WALL

NEW RAMP OVER SLAB

(E) W21x57

EXIST STEEL BEAM

753 WEST & SOUTH

UNDERPINNING OF (E) FOUNDATIONS

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

S-001

U C

D S

N S

P R

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

S-002

U C

P R

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

S-003

U C

P R

T/SLAB

FLR SLAB NOT SHOWN

WWF 6x6-W2.9xW2.9

T/SLAB

TYPICAL ISOLATION PAD

TYPICAL HOUSEKEEPING PAD

COORD SIZE, QTY, & LOC OF EQUIP BOLTS IF REQ'D & PAD

W/EQUIP SUPPLIER'S CERT DWG SEE ARCH, MECH, ELEC &

PROCESS DWG FOR LOC OF EQUIP PADS

FOR EQUIP (COORD W/

PLAN DIMS AS REQUIRED

APPROVED FOR SHOP DWGS)

#4 @ 8" EW @

MID-DEPTH

IJ W/BOND

BREAKER

FOR EQUIP (COORD W/

PLAN DIMS AS REQUIRED

APPROVED FOR SHOP DWGS)

FOR EQUIP (COORD W/

PLAN DIMS AS REQUIRED

EQ SP

1. LOCATE ALL CONSTRUCTION JOINTS ON THE SHOP DRAWINGS

2. WATERSTOPS NOT REQ'D IN ABOVE GRADE WALLS.

2 LAYER OF REINFORCING

1 LAYER OF REINFORCING

SCW BAR CLR

TABLE #2

SCW BAR CLR

TABLE #2

CONT KEY W/WS

3 EQ SPA

CONT KEY W/WS

PROVIDE BONDING AGENT

TYP SIKA ARMATEC 110

OR EQ

TABLE #1

LAP SCREW

PROVIDE BONDING AGENT

TYP SIKA ARMATEC 110

OR EQ

TABLE #1

LAP SCREW

OF SLAB

1/2" COMPR FILLER x

WIDTH & DEPTH OF

SLAB TYP

MID-DEPTH

#4 @ 12" @

4' -0

- 0

" T

OPNG

(1) #4 @ MID DEPTH

OF SLAB

MAS OR CONC WALL

BELOW

CORE 6"Ø HOLE EA

CORNER OF (N) OPNG

PRIOR TO SAWCUTTING

OPNG

CHIP OUT CORNERS AS

REQ'D TO SQ UP OPNG

(E) CONC FLR

(N) OPNG SEE ARCH

FOR SIZE & LOC

SAWCUT & REMOVE

(E) CONC

DO NOT OVERCUT

CORNERS (SAWCUT ONLY

TO CORED HOLES)

B A

2 LAYERS OF REINFORCING

CONSTR JT

DWL TO MATCH

SIZE & SPA OF

WALL HORIZ REINF

T A

CORNER BARS TO

MATCH SIZE & SPA OF

WALL HORIZ REINF

PROVIDE ADD'L VERT

BAR @ CORNER

H K

LAP

TABLE #1 TYP

LAP SCW

1 LAYERS OF REINFORCING

CONSTR JT

CORNER BARS TO

MATCH SIZE & SPA OF

WALL HORIZ REINF

CTR REINF IN CTR

OF WALL UNO

DWL TO MATCH

SIZE & SPA OF

WALL HORIZ REINF

LAPST

H K

SEE D3/S-004 FOR SLAB DETAILS.

T/SLAB

SAWCUT SLAB EDGE. PLACE IJ

FILLER, FULL DEPTH OF NEW

SLAB. CAP W/JT FILLER.

NEW MUD-MAT OR

GRANULAR SUB-GRADE

MAINTAIN SOIL COMPACTION

WITHIN 2" OF SLAB CUT-

EDGE.

COORDINATE SLAB REMOVAL AREAS WITH BUILDING

DEMOLITION PLANS AND PLUMBING DEMOLITION AND

NEW PIPING INSTALLATIONPLANS.

FOR SLAB REPLACEMENT > 36" WIDTH,

PROVIDE #4 DOWELS AT 18" O.C., DRILL &

EPOXY DOWEL INTO EXISTING W/ 6" EMBED,

18" EXTENSION.

(N) VAPOR BARRIER,

SPLICE/SEAL TO EXISTING.

(2) #5x4'-0" @ EA

CORNER (1) EF

RND/SQ OPNG

HK BARS

INTERRUPTED

BY OPENING

1/2 # OF BARS (@ 3" OC)

INTERRUPTED BY OPNG

+ (2) #5 T & B TYP ON EF

OF OPNG

NOTE:

ALL HOLES & CUT OUTS IN THE FLOOR SLAB(S) & WALLS SHALL

BE EITHER FORMED OR PROVIDED W/PIPE SLEEVES BEFORE

POURING CONC. HOLES SHALL NOT BE DRILLED OR CUT

WITHOUT THE WRITTEN PERMISSION OF CONTRACTING OFFICER.

3" 3"

0" M

A X

U N

4" M

T/SLAB

NOTE: T=SLAB THK

WWF

EXTEND CONC ENCASEMENT

ALONG EMBEDDED CONDUIT,

TO A MIN OF 2" BELOW AND

EA SIDE OF CONDUIT.

RECESSED FLOOR BOX, BY

ELECTRICAL. COORDINATE

FOR QUANTITY AND LOCATION.

MUD-MAT OR

GRANULAR

SUB-GRADE

VAPOR BARRIER

SEE C2/S-004 FOR

JOINT @ EXIST.

1/ 3T

1'-6" (MIN)4" MIN4" MIN

T 2"

1/10 T

1/8" SAWCUT AFTER ADJ SLAB

IS IN PLACE & FILL W/JT FILLER

NOTE: T=SLAB THK

WWF

DISCONTINUE 50%

OF REINF @ JT

KEYED JT @

CTR OF SLAB

3/4" MIN

BREAK BOND ON JT

FACE W/2 COATS OF

FORM RELEASE OIL

T/SLAB

VAPOR BARRIER

MUD-MAT OR

GRANULAR

SUB-GRADE

SUBGRADE

NOTE:

T/SLAB

WWF OR REBAR

CONC SOG

VAPOR BARRIER

THICKENED SLAB AT

NON-LOAD BEARING

WALLS (IF SPECIFIED

ON PLAN)

SUBGRADE SHALL BE PREPARED PER THE GEOTECHNICAL REPORT PRIOR TO SLAB PLACEMENT.

SEE GEOTECHNICAL REPORT FOR ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS.

SLAB SHALL BE PLACED A MINIMUM OF 90 DAYS PRIOR TO INSTALLATION OF FLOOR FINISHES.

MUD-MAT OR

GRANULAR

SUB-GRADE

1/ 4T 1/ 3T

DISCONTINUE 50% OF

REINF @ JT

1/8" SAWED JT FILL

W/JT FILLER

NOTE: T = SLAB THK

T/SLAB

WWF

VAPOR BARRIER MUD-MAT OR

GRANULAR

SUB-GRADE

3'-0" 2" CLR TYP

2" CLR TYP

TYPICAL DEPRESSION GREATER THAN 4"

TYPICAL DEPRESSION LESS THAN 4"

(2) #4 CONT

WWF

#3 BT BARS

@ 12" OC

WWF

#4 NOSING BAR

SEE ARCH FOR

DEPTH OF DEPR

WWF

1:2 SLOPE

MAX

#4 NOSING BAR

#4 @ 12" OC

MAX

T/SLAB

MIN

VAPOR BARRIER

MUD-MAT OR

GRANULAR

SUB-GRADE

MUD-MAT OR

GRANULAR

SUB-GRADE

A R

C H

T/SLAB

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

S-004

P R

SCALE: N.T.S.A1 TYPICAL EQUIPMENT PAD DETAILS

SCALE: N.T.S.A2

TYPICAL CONCRETE WALL

CONSTRUCTION JOINT

SCALE: N.T.S.A3

TYP PLAN - REINF IN SOG AT WALL

OPENINIG

SCALE: N.T.S.A5

TYPICAL NEW OPENING IN EXISTING

CONCRETE FLOOR/WALL

SCALE: N.T.S.C1 TYPICAL CONCRETE WALL CORNER

SCALE: N.T.S.C2

TYPICAL SLAB ON GRADE

REPLACEMENT FOR DEMO + NEW

WORK

SCALE: N.T.S.D2

TYPICAL OPNG IN CONCRETE

SLAB/WALL

SCALE: N.T.S.C3 TYPICAL SOG ELECTRICAL BOX

SCALE: N.T.S.B3 TYPICAL SOG CONSTRUCTION JOINT

SCALE: N.T.S.D3 TYPICAL NEW SOG CONSTRUCTION

SCALE: N.T.S.B5 TYPICAL SOG CONTROL JOINT

SCALE: N.T.S.C5 TYPICAL SOG DEPRESSION DETAILS

SEE PLAN

STL COL SEE SCHED

3/8" STIFF ES OF

WEB @ BM FLANGES

3/8" CAP PL (MIN)

OR MATCHING BEAM

FLANGE THICKNESS

SHEAR CONN PER C1/S-005

TYP

1/4

TYP 3 SIDES

CL CL

PL 3/4x12x1'-0"

(4) LONG-SLOTTED HOLES

PL 3/4x18x2'-2"

(8) LONG-SLOTTED HOLES

PL 3/4x12x1'-4"

(4) LONG-SLOTTED HOLES

BM WEB BM WEB BM WEB

ALL W8 S1

ALL W10

ALL W12

ALL W21

* NO. BOLTS

2 BOLTS

3 BOLTS

5 BOLTS

* = NUMBER OF 3/4"Ø BOLTS

S1 S2

** = NUMBER OF 3/4"Ø ADHESIVE ANCHORS

ALL W18 4 BOLTS S38

*** = TYPICAL PLATE UNO ON PLAN PLATE S1 PLATE S2 PLATE S3

TABLE #7 : SURFACE MOUNTED PLATE

CONNECTION SCHEDULE

** NO. ADHESIVE

3/4"Ø ANCHORS

***PLATE

TYPE

BEAM

SIZE 3" 6" 3"

3" 6"

3" 6" 3"

3" 1' - 0" 3"

4" 6"

6" 6"

ALL W16 4 BOLTS S38

PL 3/4x18x2'-6"

(12) LONG-SLOTTED HOLES

BM WEB

PLATE S4

3" 2' - 0" 3"

4" 6"

6" 4"

2L3x3x5/16 X1'-0"

LONG

1/4 0

TYP

3/16

3 SIDES, L3x3

TO BEAM WEB

(TYP)

EXTEND 12" OR HK

FOR EA ADDL #4

(1) #4 x2'-6" @

EA PL

SSL HOLES TO ACCOUNT

FOR TOLERANCE ONLY

ADD #4 BEHIND EA ROW

& COL OF HD STUDS

FACE OF CONC

SINGLE-PL SHEAR CONN

(3/8" PL, 7/8" Ø BOLTS -

SEE SCHEDULE FOR

NUMBER OF BOLTS)EMBEDDED PLATE

CAST INTO CONC

MEMBER

HD STUDS 3/4" Ø

(TYP). SEE PLATE

DETAIL FOR STUD

LENGTH

3 1/2" MAX ECCENTRICITY

5/16

6 5/8" MIN

DRILL & GROUT 3/4"Ø

THREADED ADHESIVE

ANCHS (SEE SCHEDULE

FOR NUMBER OF

ANCHORS)

FACE OF CONC

SINGLE-PL SHEAR CONN

(3/8" PL, 7/8"Ø BOLTS -

SEE SCHEDULE FOR

NUMBER OF BOLTS)

SSL HOLES TO ACCOUNT

FOR TOLERANCE ONLY

5/16

3 1/2" MAX ECCENTRICITY

EMBED

STANDARD SINGLE

PLATE

CONNECTION - (SP)

STANDARD DOUBLE

ANGLE

CONNECTION - (DA)

4"2 1/2"

SINGLE PL CONN

(3/8" PL THICKNESS)

7/8" Ø BOLTS MIN

STL BM

3" SPA TYP

DBL L4x3 1/2x5/16

(MIN ANGLE SIZE)

3/4"Ø MIN

3" SPA TYP

STL GIRDER (SIM

@ STL COL)

2" MIN

MIN

1. REFERENCE ALL STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS REGARDING CONNECTIONS.

2. REFERENCE GENERAL NOTES AND DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CONNECTION

DESIGN LOADS. PROVIDE NUMBER OF BOLTS, PLATE AND ANGLE SIZE PER DETAILS AND TABLE.

3. ALL CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE CONNECTIONS, UNLESS OTHERWISE NOTED.

USE OF SINGLE PLATE SHEAR CONNECTIONS MAY BE ALLOWED SUBJECT TO CONTRACTING OFFICER APPROVAL IN LOCATIONS WHERE DBL. ANGLE CONNECTIONS ARE NOT PRACTICAL. CONTRACTOR SHALL

SUBMIT LOCATIONS WHERE SINGLE SHEAR PLATE CONNECTIONS ARE DEEMED NECESSARY TO

CONTRACTING OFFICER FOR APPROVAL PRIOR TO SUBMITTING SHOP DRAWINGS. ALL GIRDERS AND BEAMS FRAMING INTO COLUMNS, PERIMETER MEMBERS AND BEAMS THAT FRAME INTO PERIMETER MEMBERS SHALL HAVE DOUBLE ANGLE CONNECTIONS INCLUDING MOMENT CONNECTION AND BRACING

DETAILS, NO EXCEPTIONS, UNO.

4. MINIMUM NUMBER OF BOLTS FOR STANDARD SINGLE PLATE OR DOUBLE ANGLE CONNECTION AS

FOLLOWS IN ADJACENT TABLE #5.

5. BOLTS IN MOMENT OR BRACING CONNECTIONS SHALL BE FULLY TENSIONED AND THE SURFACES

PREPARED AS "SLIP-CRITICAL".

NOTES:

ALL W8 2 BOLTS

2 BOLTS

3 BOLTS

4 BOLTS

2 BOLTS

3 BOLTS

4 BOLTS

6 BOLTS

7 BOLTS

5 BOLTS

ALL W10

ALL W12

ALL W14

ALL W16

ALL W24

ALL W27

ALL W18

ALL W21

4 BOLTS

6 BOLTS

7 BOLTS

5 BOLTS

TABLE #5 : STEEL SHEAR CONNECTIONS

NO BOLTS

(SP)- 7/8"Ø

NO BOLTS

(DA)- 3/4"Ø

BEAM

SIZE

>1 /2

D bm

D co nn

D bm

5/16

>1 /2

D bm

D co nn

D bm

1/4

CL CL

PL 3/4x20x2'-4"

(12) HD STUDS 3/4" Ø X 0'-8"

PL 3/4x12x1'-0"

(4) HD STUDS 3/4" Ø X 0'-8"

PL 3/4x12x1'-8"

(6) HD STUDS 3/4" Ø X 0'-8"

PL 3/4x12x2'-4"

(8) HD STUDS 3/4" Ø X 0'-8"

** H = MIN CONCRETE MEMBER THICKNESS

PL 3/4x12x1'-0"

(4) 3/4" Ø X 0'-6" HD STUDS

PL 3/4x12x1'-8"

(6) 3/4" Ø X 0'-6" HD STUDS

ALL W8

**H=14" **H=9"

ALL W10

ALL W12

ALL W14

ALL W16

ALL W18

ALL W21

2 BOLTS

3 BOLTS

4 BOLTS

5 BOLTS

* = NUMBER OF 7/8" Ø BOLTS

P1 P2 P2 P3 P3 P4

P5 P5 P6 P6

NOT USED

BM WEB

BM WEB BM WEB

BM WEB

*** = TYPICAL PLATE UNO ON PLAN

***PLATE TYPE

PLATE P1 PLATE P2 PLATE P3 PLATE P4

PLATE P5 PLATE P6

TABLE #6 : EMBEDDED PLATE

CONNECTION SCHEDULE

BEAM

SIZE

* NO. BOLTS

7/8"Ø

2" 8" 2"

2" 8"

2" 8" 2"

2" 8"

8" 2"

2" 8" 2"

2" 8"

8" 8"

2" 8" 8" 2"

2" 8"

8" 8"

2" 8" 2"

2" 8"

2" 8" 2"

2" 8"

8" 2"

2 1/2"

INT COL SHOWN EXT

COL SIM

L3x3x1/4 TYP FURN &

INSTALLED BY THE DK

SUPPLIER

#4 x4'-0" DIAG REINF @

EA CORNER OF COL

NOTE:

DECK SUPPLIER MAY SUBMIT ALTERNATE METHODS OF DECK

SUPPORT AT COLUMNS FOR APPROVAL. SUPPORT SHALL

BE CAPABLE OF SUPPORTING CONSTRUCTION LOADS.

5/16

TYP

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

S-005

P R

SCALE: N.T.S.A1

TYPICAL MOMENT CONNECTION DETAIL

AT TOP OF COLUMN

SCALE: N.T.S.A4

TYPICAL SURFACE MOUNTED CONN

PLATE DETAILS AND SCHEDULE

SEE SECTION B3/S-005 FOR DETAILS

SCALE: N.T.S.B2

TYPICAL EMBEDED CONN PLATE

SECTION

SCALE: N.T.S.B3

TYPICAL SURFACE MOUNTED CONN

PLATE SECTION

SCALE: N.T.S.C1

TYPICAL STEEL-TO-STEEL SHEAR

CONNECTIONS

SCALE: N.T.S.C3

TYPICAL EMBEDDED CONN PLATE

DETAILS AND SCHEDULE

SCALE: N.T.S.C5

TYPICAL METAL FLOOR DECK SUPPORT

AT COLUMN

1/2" M

(E) CONC SLAB

GRIND/SAW-CUT (E)

CONC 1/2" AS REQ'D

TO MAINTAIN MIN

THICKNESS OF 1/2"

PROVIDE NON-SHRINK

GROUT FOR SOLID DK BRG

TOOLED JT

RAMP

T/CONC

CEMENTITIOUS

UNDERLAYMENT

18 GA MIN LIGHT GA FRAMING

SUP DK @ 2'-0" OC MAX

LWGT CONC SLAB W/6x6-W1.4xW1.4 ON 0.6"x26 GA MTL FORM DK

SPA VERT STUDS

@ 2'-0" OC MAX

SPA VERT STUDS

@ 2'-0" OC MAX

18 GA MIN LIGHT GA FRAMING

SUP DK @ 2'-0" OC MAX

LWGT CONC SLAB W/6x6-W1.4xW1.4 ON 0.6"x26 GA MTL FORM DK FIELD BEND

CONC CURB FULL PERIM

PROVIDE 3" MIN DK BRG

#3 CONT T & B

#3 DWL @ 24" OC

(E) CONC SLABROUGHEN SURFACE AND

APPLY BONDING AGENT

T/SLAB

PROVIDE 6" MIN CONC CURB FOR

SUPPORT OF EQUIPMENT AND AS

PERIMETER ENCLOSURE FOR FLOOR

PENETRATIONS, SUCH AS VERTICAL

PIPING, DUCTWORK OR CONDUITS

A R

SEE PLAN SEE PLAN

8" (MIN) 8" (MIN)

2" C

(E) CONC ROOF

OR PENTHOUSE

FLOOR SLAB

T/CONC

(E) CONC ROOF

OR PENTHOUSE

FLOOR SLAB

ROUGHEN SURFACE AND

APPLY BONDING AGENT

(2) #4 CONT TOP

T/CURB

SEE S-008 FOR MODIFICATIONS

TO INSTALL NEW FRAMING

ASSOCIATED WITH NEW

OPENINGS.

ADHESIVE WATER STOP

ADHESIVE

WATER STOP

#3 DWL @ 24" OC, DRILL

& EPOXY GROUT INTO

(E) FLOOR SLAB. FOR

CURBS > 12" HEIGHT,

PROVIDE #4 DWLS @ 12"

OC, EF.

1/2" M

(E) CONC SLAB

GRIND/SAW-CUT (E)

CONC 1/2" AS REQ'D

TO MAINTAIN MIN

THICKNESS OF 1/2"

TOOLED JT

T/CONC

CEMENTITIOUS

UNDERLAYMENT

3' - 4 1/4"

1/4"1 1/2"

BAR 3/8"x3/8"

L2 1/2x2 1/2x1/4

3/8" SST CHECKERED PL (REMOVABLE),

W/ HOLD-DOWN FASTERNERS SPACED

AT 12" O.C. MAX.

COORD W/ ARCH

FOR AREAS TO

MATCH FINISH

FLOOR.

1/4"

1/ 4"

BAND BAR TYP

4 SIDES

1 1/2" DEEP FRP

BAR GRATING

FRP L2 1/2x1 3/4"x1/4, LLH FOUR SIDES.

3/16x1x4 FRP

ANCH STRAPS @

1'-3" OC

1" M

(E) CONC SLAB

SEE PLAN FOR EXTENT OF RAMP

SLOPE. REINFORCE NEW SLAB

W/6x6-W2.9xW2.9 WWF.

GRIND/SAW-CUT (E) CONC 1" AS REQ'D TO

MAINTAIN MIN THICKNESS. ROUGHEN SURFACE

TO BOND NEW CONCRETE TO SURFACE. FOR

AREAS > 6" THICKNESS, PLACE COMPACTED

GRANULAR BASE BETWEEN NEW AND EXISTING

SLAB TO MINIMIZE PLACEMENT THICKNESS.

T/CONC

RAMP

1/4"

L3x3x5/16 W/HORIZ

SLOTTED HOLES (13/16"

x2" FOR 3/4"Ø BOLT)

PROVIDE 3/4" Ø EXP

BOLTS @ 2'-0" O.C.

1-1/2" DEEP GALV STEEL GRATING

(REMOVABLE) W/ SERRATED SURFACE.

PROVIDE BOLTED REMOVABLE CLIPS

PER SPECS.

1/4"

1/ 4"

BAND BAR TYP

4 SIDES

1 1/2" GALV STL BAR GRATING,

W/ SERRATED SURFACE

L2 1/2x1 3/4"x1/4, LLH FOUR SIDES.

3/16x1x4 ANCH

TRAPS @ 1'-3"

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

S-006

P R

SCALE: N.T.S.D1 TYPICAL RAMP : HT > 6"

SCALE: N.T.S.D3

TYPICAL RAISED FLOOR AND RAMP

SLAB

SCALE: N.T.S.D5

TYPICAL NEW CONCRETE CURB AT

ROOF & PENTHOUSE OPENING

SCALE: N.T.S.B1 TYPICAL RAMP : HT< 6"

SCALE: N.T.S.B3

TYPICAL STAINLESS STEEL PLATE

SUPPORT

SCALE: N.T.S.B5 TYPICAL FRP GRATING SUPPORT

SCALE: N.T.S.A1 TYPICAL RAMP OVER SOG

SCALE: N.T.S.A3

TYPICAL GALVANIZED STEEL GRATING

SUPPORT

SCALE: N.T.S.A5

TYPICAL GALVANIZED STEEL GRATING

SUPPORT

PARALLEL TO BEAMS

PERPENDICULAR TO BEAMS

1" C

INFILL AS REQ'D

BY ARCH DWGS

8" CMU

L4x4x1/4 BTWN ADJ

BM @ 6'-0" MAX OC

L5x3x1/4x0'-8" LLV ES OF

WALL (TYP @ EA BM)

8" CMU

INFILL BTWN BMS AS

REQ'D PER ARCH DWGS

L5x3x1/4x0'-8" LLV ES OF

WALL (TYP @ EA BM)

STL BM OR (E)

ENCASEMENT

STL BM OR(E)

ENCASEMENT

(N) STL DECK OR (E)

CONC SLAB.

(N) STL DECK OR (E)

CONC SLAB.

#5 @ 48" OC VERT

GROUTED SOLID, UNO

#5 @ 48" OC VERT

GROUTED SOLID, UNO

WHERE ANGLE CONNECTS TO

(E) CONC BEAM ENCASEMENT,

BOLT ANGLE TO CONCRETE

USING (2) 3/8"Ø EXP ANCHORS,

2-1/2" EMBED.

SEE PLAN

3/16

TYP

3/16

TYP

SEE PLAN

FACE OF (E) CONC

SEE PLAN

FACE OF (E) CONC

L5x5x5/16 CONT DECK SUPPORT

5/8"Ø EXP BOLTS @ 2'-0" OC

(N) 5 1/4" LW CONC SLAB (3

1/4" LW CONC OVER 2" 20

GA COMPOSITE STEEL DECK) ADHESIVE WATERSTOP,

TYP (@ PENTHOUSE)

T/SLAB

(E) STL BM ENCASED IN CONC. SEE SEISMIC

DWGS FOR ZONES OF REMOVAL FOR WALL &

CHORD ELEMENTS.

SEE SEISMIC DWGS FOR (N) DWL REQMT'S @ (E) SLAB

REMOVAL. MAINTAIN (E) SLAB REINFORCING THROUGH

REMOVAL AREA. PROVIDE EPOXY ADHESIVE FOR (N)

SEISMIC DWLS, PER SEISMIC DETAILING.

SEE SEISMIC DETS FOR (E) WALL & CONC

ENCASEMENT REMOVAL @ (N) SEISMIC

WALL DRILL (E) STL MEMBERS FOR

INSTALLATION OF CONTINUOUS REINF IN

WALLS & CHORDS

(N) SEISMIC

WALL

3/ 4"

6", TYP UNO

#4 @ 24" OC3'-0"

SEE PLAN

1/4" BT PL

ON PLAN

#4 CONT

AROUND PERIM

OF OPNG

SEE PLAN FOR

BEAM SIZE.

3-12

3-123 16

3 16

TYP

CONNECTING MEMBERSUPPORTING MEMBERBEAM SPACING

1/ 4"

ROOF OPNG

BENT PL 8x3x1/4 LLV x 0'-8"

L5x3 1/2x5/16 LLV

WELD DK TO CHANNELS

& ANGLES

L5x3x1/4 LLV

C6 x 8.2GREATER THAN 6'-0"

CONN MEMBER

SUP MEMBER

4'-1" TO 6'-0"

SIZE & LOC

CONTR FOR

SEE MECH

STL BM OR JST

T/BM

L3x3x1/4 x 0'-4"L3x3x1/4LESS THAN 4'-1" x 0'-6"

DETAIL APPLIES TO TYPICAL ROOF OPENINGS GREATER THAN 12", INCLUDING ALL

ROOF DRAINS; INDICATES ROOF OPENING AS SHOWN ON PLAN.

COORDINATE LOCATION & SIZE OF OPENINGS WITH MECHANICAL CONTRACTOR.

SEE PLAN

3/16

TYP

3/16

TYP

3/16

TYP

PROVIDE #5 DWL @ 12" OC, CTR

WITHIN (E) WALL, EXTEND

ANCHORAGE LENGTH INTO (N)

ADHESIVE DWL EMBED INTO (E)

UNO, REINF W/#5 @ 12" OC,

EW, EF

ROUGHEN SURFACE & APPLY

BONDING COMPOUND ACROSS JT,

CHIP KEY 1 1/2"xT/4, UNO

BITUMEN WS, CTR WITHIN

WALL OR SLAB WHERE FINAL

CONSTR IS EXPOSED TO SOIL

SEE SEISMIC DETS FOR

ADD'L SURFACE PREP &

DWLS, WHERE REQ'D

(E) CONC WALL TO REMAIN.

MAINTAIN (E) REINF TO

LAP W/ NEW.

LAP

SAWCUT WALL OR SLAB,

FULL DEPTH

SEE SEISMIC DETS FOR

ADD'L SURFACE PREP &

DWLS, WHERE REQ'D

(E) CONC WALL TO REMAIN

CONC REMOVAL

"DRILL" EXPOSED REINF BARS TO

1" BELOW SAWCUT SURFACE.

APPLY CORROSION PROTECTION

TO EXPOSED SURFACES (SIKA

"ARMATEC 110, OR EQUAL).

4'-0"

ZYX

EXCAVATION

AND SHORING

COMPLETED

EXISTING

CONC. FTG.

UNDISTURBED

3RD SEGMENT

UNDERPINNING

DRY PACKED

EXISTING WALL

ELEVATION A-A

DURING STAGE

INDICATES ORDER OF UNDERPINNING. UNDERPIN BOTH

SECTION WHICH ARE IMMEDIATELY ADJACENT TO COLUMNS

PRIOR TO EXCAVATING THE SECTION BELOW COLUMN.

PLAN LAYOUT OF

UNDERPINNING

PITS

REMOVED PLANK

NEW PLANK

THESE PLANKS

REVOVED WHEN

ADJOINING PIT IS

DUG (SEE BELOW)

STEP FOUR

SECTION Z-Z

TRENCH JACK

SECTION X-X SECTION Y-YSECTION W-W

USE TRENCH JACKS WHERE

TEMPORARY ADDITIONAL

BRACING IS REQUIRED.

IN GENERAL, PLACE 2 SIDE

PLANKS AND WEDGE TWO

END PLANKS BETWEEN

THEM.

CONCRETE

CHUTE

STEP THREE

STEP ONE

STEP TWO

MAX.,TYP.

3 2 1 3 2 3 2 1 3 2

T/CONC Basement 146' - 1"

BASEMENT

146' - 5"

West Basement 146' - 5"

East Basement 146' - 5"

Basement Area B 145' - 6"

Basement 146' - 5"

8" CMU, GROUT SOLID.#4 @ 48" OC,

VERT.

24"x12" DP CONC WALL

FOOTING (CONT).

REINGF W/ (2) #5 CONT.

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

S-007

P R

SCALE: N.T.S.C1

TYPICAL MASONRY WALL BRACING

DETAIL

SCALE: N.T.S.D3

TYPICAL SLAB EDGE SUPPORT AT

WALL

SCALE: N.T.S.C2

SLAB MODIFICATION FOR SEISMIC

CHORDS AND WALLS

SCALE: N.T.S.C3

TYPICAL SLAB EDGE &

FLOOR OPENING DETAIL

SCALE: N.T.S.C4 TYPICAL ROOF OPENING

SCALE: N.T.S.B1

TYPICAL CONCRETE WALL EXTENSION

OR OPENING INFILL

SCALE: N.T.S.A1

TYPICAL PARTIAL CONCRETE WALL

REMOVAL

SCALE: N.T.S.A3

TYPICAL WALL AND COLUMN

FOUNDATION UNDERPINNING

SCALE: N.T.S.A5 TYPICAL MASONRY WALL FOOTING

13. FORMWORK:

A. IF THROUGH THICKNESS FORM-TIES ARE USED SUCH FORM-TIES SHALL BE

CONSIDERED CONSTRUCTION AID AND ARE TO BE PROVIDED IN ADDITION

TO OTHER ITEMS SHOWN ON DRAWINGS SUCH AS THE TYPICAL MASONRY

ANCHORAGE.

B. WHERE THROUGH THICKNESS FORM -TIES ARE USED CONTRACTOR SHALL

VERIFY THAT APPLIED FORM PRESSURES ARE SUCH THAT FORMS AND EXISTING

MATERIALS ARE CAPABLE TO SPAN BETWEEN TIE LOCATIONS, SEE NOTE D, TYP.

C. WHERE FORM-TIES ARE NOT USE CONTRACTOR SHALL VERIFY THAT FORMWORK AND

EXISTING WALLS ARE CAPABLE OF SUSTAINING REQUIRED FORMWORK PRESSURES,

INCLUDING ACCOUNTING FOR ACTUAL CONCRETE PLACEMENT RATES, SEE NOTE D, TYP.

D. FOR PURPOSE OF CHECKING EXISTING WALLS FOR FORMWORK PRESSURES,

STRUCTURAL PROPERTIES FOR EXISTING MASONRY WALLS SHALL BE TAKEN PER

FEMA 356 AS FOLLOWS:

- COMPRESSION: 900 PSI

- SHEAR: 27 PSI

- TENSION: 20 PSI

14. SHORING:

A. WHEN ZONES OF EXISTING SLAB ARE REMOVED REGIONS TO REMAIN SHALL BE

SUPPORTED VERTICALLY BY SHORING AT A MAX SPACING OF 8 FT ON CENTERS. SUCH

SHORING SHALL ALSO BE USED TO SUPPORT THE FULL WET LOAD OF CONCRTE PLACED IN THESE

REGIONS.

B. SHORING SHALL BE MAINTAINED UNTIL CONCRETE REACHES FULL 28 DAYS STRENGTH.

C. CONTRACTOR SHALL VERIFY ADEQUATE VERTICAL EXTENTS TO PROVIDE SUPPORT FOR

ALL SHORING.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT, DESIGN, SEQUENCING AND

MAINTENANCE OF ALL SHORING AND BRACING DURING THE PROGRESS OF THE WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE SHORING AND BRACING UPON

COMPLETION OF THE WORK.

15. CONSTRUCTION SEQUENCING.

A. CONSTRUCTION OF THE NEW REINFORCED CONCRETE WALLS SHALL BE FROM THE

FOUNDATION LEVEL TO THE TOP OF THE STRUCTURE.

B. WORK SHALL BE ACCOMPLISHED SUCH THAT, FROM FOUNDATION LEVEL UP TO THE SECOND FLOOR, SEISMIC WALLS AND COLLECTOR/CHORDS ARE COMPLETE ON A FLOOR BY FLOOR BASIS.

16. DRILLED DOWELS IN CONCRETE:

A. ALL REINFORCING DOWELS SHOWN ON DRAWINGS TO BE INSTALLED IN EXISTING CONCRETE

SHALL BE SET WITH HILTI RE 500-SD ADHESIVE ANCHOR SYSTEM OR EQUAL APPROVED BY THE

CONTACTING OFFICER.

B. HOLES SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER, CARE SHALL BE

EXERCISED TO AVOID DAMAGING EXISTING REINFORCING OR EMBEDDED STEEL UNLESS OTHERWISE

AUTHORIZED BY THE CONTRACTING OFFICER OR SHOWN ON DRAWINGS. HOLES SHALL BE

CLEANED AS RECOMMENDED BY THE MANUFACTURER PRIOR TO SETTING.

C. UNLESS OTHERWISE SHOWN ON DRAWINGS DOWEL EMBEDMENT

AND PROOF LOAD SHALL BE AS FOLLOWS:

DOWEL SIZE DOWEL TENSION

EMBEDMENT PROOF LOAD

(IN) (LBS)

#4 8 6,000 #5 10 9,000 #6 12 13,000 #7 14 18,000 #8 16 24,000 #9 20 30,000 #10 24 38,000 #11 29 45,000

D. TEN PERCENT (10%) OR A MINIMUM OF 5 OF EACH DIAMETER DOWEL SHALL BE PROOF-TESTED BY AN INDEPENDENT TESTING LAB. A SUCCESSFUL TEST IS DEFINED AS DEVELOPMENT OF THE PROOF

LOAD DOWEL FAILS ALL DOWELS OF THE SAME SIZE AND INSTALLED ON THE SAME DATE

SHALL BE TESTED. THE TENSION TEST LOAD MAY BE APPLIED BY ANY MEANS THAT WILL TEST BOND

STRENGTH OF THE DOWEL WITHOUT DAMAGING THE SURFACE OF THE CONCRETE AND THAT WILL

EFFECTIVELY ALLOW MEASUREMENT OF THE TENSION IN THE DOWEL.

17. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURE, REFER TO ARCHITECTURAL MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DOCUMENTS FOR ITEMS WHICH REQUIRE COORDINATION DURING CONSTRUCTION. ALL PIPING, CONDUIT AND OTHER REQUIRED PENETRATIONS OF THE NEW SEISMIC WALLS AND/OR CHORDS AND COLLECTORS AS WELL AS SHALL BE DETERMINED AND VERIFIED BEFORE

COMMENCING FABRICATION AND/OR CONSTRUCTION.

ALL CONFLICTS AND AMBIGUITIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND SHALL BE RESOLVED AS DIRECTED BY THE CONTRACTING OFFICER BEFORE COMMENCING

FABRICATION AND/OR CONSTRUCTION.

18. ALL REQUIRED DETAILS AND/OR DIMENSIONS NOT SHOWN SPECIFICALLY ON DRAWINGS SHALL BE OF SIMILAR CHARACTER AS SHOWN ON DRAWINGS FOR SIMILAR CONDITIONS, AND SHALL BE REVIEWED AND APPROVED BY

THE CONTRACTING OFFICER PRIOR TO COMMENCING FABRICATION AND/OR CONSTRUCTION.

19. WHERE "HILTI RE 500 OR EQUAL" IS SHOWN ON DRAWINGS, PRODUCTS PER NOTE 2 ON S-030 SHALL BE USED.

20. WHERE "LENTON OR APPROVED EQUAL" IS SHOWN ON DRAWINGS, PRODUCTS PER NOTES 3 AND 4 ON S-030

SHALL BE USED.

SEISMIC GENERAL NOTES:

1. FOR GENERAL NOTES, ABBREVIATIONS AND LEGENDS SEE DWG S-001 THROUGH S-004.

2. ADHESIVE ANCHORAGE SYSTEM FOR DRILLED REINFORCING ANCHORS INSTALLED

INTO EXISTING CONCRETE AND/OR SOLID MASONRY WALLS SHALL BE ONE OF THE FOLLOWING

PRODUCTS: HILTI RE 500-SD, ADHESIVE TECHNOLOGY ULTRABOND A1 OR UNITEX PRO-POXY 400, INSTALLED PER MANUFACTURERS INSTRUCTIONS AND AS SHOWN ON DRAWINGS.

3. REINFORCING SHOWN FOR COLLECTORS OR CHORDS SHALL BE CONTINUOUS FOR

THE EXTENT SHOWN ON DRAWINGS, BARS SHALL BE SPLICED AS NECESSARY FOR

INSTALLATION WITH ONE OF THE FOLLOWING PRODUCTS: LENTON THREADED BAR COUPLERS BY

ERICO, INC., THREADED SPLICING SYSTEMS BY DAYTON SUPERIOR OR DYWIDAG THREADBAR

REINFORCING SYSTEM BY DYWIDAG, WHEN SELECTING BAR COUPLERS DIMENSIONS OF THE

COUPLERS SHALL BE CONSIDERED TO AVOID REBAR CONGESTION. BAR COUPLER LOCATION

SHALL BE STAGGERED SO THAT NO MORE THAN 50% OF BARS ARE SPLICED AT ONE LOCATION,

STAGGER SHALL BE 4'-0". ALL BARS SHALL PASS THROUGH EXISTING BEAMS, GIRDERS OR

COLUMNS AS SHOWN. DRILL HOLES IN EXISTING BEAMS, GIRDERS OR COLUMNS TO ALLOW

REINFORCING TO PASS THROUGH. DO NOT CUT OR DRILL THROUGH BEAM, GIRDER OR COLUMN

FLANGES UNLESS OTHERWISE SHOWN ON DRAWINGS, TYP.

4. BOUNDARY REINFORCING SHOWN FOR NEW CONCRETE WALLS SHALL BE CONTINUOUS,

BARS SHALL BE SPLICED AS NECESSARY FOR INSTALLATION ONE OF THE FOLLOWING

PRODUCTS: LENTON THREADED BAR COUPLERS BY ERICO, INC., THREADED SPLICING SYSTEMS

BY DAYTON SUPERIOR OR DYWIDAG THREADBAR REINFORCING SYSTEM BY DYWIDAG, WHEN

SELECTING BAR COUPLERS DIMENSIONS OF THE COUPLERS SHALL BE CONSIDERED TO AVOID

REBAR CONGESTION. BAR COUPLER LOCATION SHALL BE AT MID FLOOR HEIGHT OR MID

SPANDREL SPAN AND SHALL BE STAGGERED SO THAT NO MORE THAN 50% OF BARS ARE SPLICED

AT ONE LOCATION STAGGER SHALL BE 30 IN MIN. ALL BOUNDARY BARS SHALL PASS

THROUGH EXISTING BEAMS, GIRDERS OR COLUMNS AS SHOWN. DRILL HOLES IN EXISTING

BEAMS, GIRDERS OR COLUMNS TO ALLOW REINFORCING TO PASS THROUGH, ALL BOUNDARY

REINFORCING SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A706, TYP.

5. DEMOLITION AS REQUIRED FOR PERFORMANCE OF WORK IS INCLUDED WITHIN THE SCOPE

OF WORK DEFINED BY THE CONTRACT DOCUMENTS. DEMOLITION DRAWINGS ARE PROVIDED

INDICATINGAREAS OF REQUIRED DEMOLITION AND, DUE TO THE COMPLEXITY OF THE PROJECT AND THE POTENTIAL FOR CONTRACTOR MEANS AND METHODS TO POTENTIALLY AFFECT THE SCOPE OF

REQUIRED DEMOLITION, AREAS BEYOND THOSE INDICATED ON THE DEMOLITION DRAWINGS

SHOULD BE EXPECTED TO OCCUR. SUCH AREAS ARE WITHIN THE SCOPE OF REQUIRED WORK

DEFINED BY THE CONTRACT DOCUMENTS AND SHALL BE PERFORMED INCLUDING COMPLIANCE

WITH ALL CONTRACT REQUIREMENTS FOR THE CONTRACTOR TO PROVIDE SHORING AND OR

BRACING FOR STABILIZATION OF STRUCTURE DURING CONSTRUCTION OPERATIONS.

DEMOLISH (E) CONCRETE AS REQUIRED TO ALLOW INSTALLATION OF NEW CONCRETE

WALLS AND COLLECTORS/CHORDS, PRESERVE, DO NOT CUT, (E) CONCRETE SLAB

REINFORCING, CONTRACTOR TO SELECT DEMO MEANS AND METHODS SUCH AS TO MINIMIZE

DAMAGE TO (E) REINFORCING, TYPICAL AT ALL NEW WALLS AND COLLECTORS/CHORDS, SEE

NOTES FOR SHORING REQUIREMENTS.

6. PROVIDE SPECIAL INSPECTION PER SPECIFICATION SECTION 01 45 35 "SPECIAL

INSPECTION FOR SEISMIC -RESISTING SYSTEMS" FOR ALL NEW REINFORCED CONCRETE

SEISMIC WALLS, CHORDS/COLLECTORS INCLUDING PLACEMENT OF CONCRETE,

REINFORCING, WELDING OF DEFORMED BAR ANCHORS, WELDING OF HEADED STUDS,

DRILLING THROUGH EXISTING STEEL MEMBERS AND INSTALLATION OF DRILLED

ANCHORS INTO EXISTING MASONRY OR CONCRETE.

7. FOR ANCHORAGE OF EXISTING UNREINFORCED MASONRY WALLS WITH VOIDS TO NEW

REINFORCED CONCRETE SEISMIC WALLS SEE DETAIL X ON DRAWING S-XXX, UNLESS NOTED

OTHERWISE ON DRAWINGS, FOR BID PURPOSE ASSUME 15% OF (E) MASONRY WALL SURFACE TO

REQUIRE ANCHORAGE PER DETAIL X ON S-XXX, TYP.

8. COORDINATE TOP OF NEW WALLS, DIMENSIONS AND LOCATIONS OF OPENINGS IN THE NEW

REINFORCED CONCRETE SEISMIC WALLS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

9. FOUNDATION CONDITIONS SHOWN ARE BASED ON INFORMATION AVAILABLE FROM EXISTING

BUILDINGS DESIGN DRAWINGS, ACTUAL CONDITIONS MAY VARY. CONTRACTOR SHALL FIELD

VERIFY EXISTING CONDITIONS AND DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTING

OFFICER PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES.

10. PROVIDE TEMPORARY SHORING, BRACING, SHEETING, UNDERPINNING AS AN INTEGRAL PART OF

THE INSTALLATION OF NEW FOUNDATIONS AND AS NECESSARY TO PROTECT EXISTING AND NEW

ADJACENT STRUCTURES, UTILITIES, GRADES, PAVEMENTS, SLABS AND OTHER FEATURES.

SUBMIT DRAWINGS AND CALCULATIONS, FOR REVIEW AND APPROVAL BY THE CONTRACTING

OFFICER, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, DESCRIBING THE METHODS

FOR SHORING, SHEETING, BRACING AND UNDERPINNING. SEE SPECIFICATIONS AND OTHER

NOTES ON DRAWINGS FOR ADDITIONAL REQUIREMENTS INCLUDING PRECONSTRUCTION

SURVEY AND MONITORING OF THE BUILDING DURING CONSTRUCTION.

11. UNDER ALL NEW FOUNDATIONS REMOVE ALL MATERIAL DISTURBED BY CONSTRUCTION

OPERATIONS AND BACKFILL WITH STRUCTURAL CONCRETE MATCHING PROPERTIES OF NEW

FOUNDATION CONCRETE, SEE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

12. ANY OVEREXCAVATION SHALL BE RESTORED TO REQUIRED ELEVATION USING ENGINEERED

COMPACTED FILL OR CONCRETE BACKFILL AS DIRECTED BY THE CONTRACTING OFFICER.

A.B.

ADD.

ALT.

BLK.

BM.

B.O.S.

BRG.

CLR.

COL

CONT.

CONTR. JT.

DBL

DIA

DWG.

EA.

EL, ELEV

EXP. JT.

EXT.

FLR

GR.

HDR.

HK.

HORIZ.

HSB

HSS

INFO

LLH

LLV

MAX.

M.B.

MIN.

MISC.

M.S.

NIC

NTS

O.C.

OWJ

P , PL

PSF

PVMT.

REINF.

S.A.D.

S.C.D.

S.M.D.

S.P.D.

SIM.

SPL

STD

STL

STIFF

STR

SUPP.

SYM.

T&B

THR'D

T.O.S.

TYP.

U.N.O.

VERT., V.

WWF

ABBREVIATIONS

ANCHOR BOLT

ADDITIONAL

ALTERNATE

BOTTOM

BLOCK

BEAM

BOTTOM OF STEEL

BEARING

CONSTRUCTION JOINT

CENTER LINE

CLEAR

COLUMN

CONTINUOUS

CONTROL JOINT

COMPLETE PENETRATION

COLLAPSE PREVENTION

DOUBLE

DIAMETER

DRAWING

EACH

EACH FACE

ELEVATION

EACH SIDE

EXPANSION JOINT

EXTERIOR

FLANGE

FAR SIDE

FLOOR

GAUGE

GRADE

HEADER

HOOK

HORIZONTAL

HIGH STRENGTH BOLT

HOLLOW STRUCTURAL SHAPE

INFORMATION

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MACHINE BOLT

MINIMUM

MISCELLANEOUS

MILD STEEL

NEAR SIDE

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

OPEN WEB STEEL JOIST

PLATE

POUND PER SQUARE FOOT

PAVEMENT

REINFORCEMENT

SEE ARCHITECTURAL DRAWING

SEE CIVIL DRAWINGS

SEE MECHANICAL DRAWINGS

SEE PLUMBING DRAWINGS

SIMILAR

SLOPE

SPLICE

STANDARD

STEEL

STIFFENER

STRUCTURAL

SUPPORT

SYMMETRICAL

TOP

TOP AND BOTTOM

THREADED

TOP OF STEEL

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WELDED WIRE FABRIC

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

P R

S-030

N O

D es ig ne r

A ut ho r

C he ck er

PLAN

NORTH

D/3

TYPICAL WALL OPENING TRIM

REINFORCING

SEE NOTES

TYP

ADD 2#5 TRIM BARS,

TYP UNO

TYPICAL WALL OPENING TRIM

REINFORCING

ADD 2#5 TRIM BARS,

TYP UNO

SEE NOTES

TYP

PROVIDE

STANDARD HOOK

WHERE EXTENSION

IS NOT POSSIBLE,

TYPSE

3/4"CLR

1'-2"

3/4"CLR

1'-2"

FOR SPACING

SEE ELEVATIONS,

TYP

VERTICAL WALL SECTION

SEE ELEVATIONS

FOR REINFORCING,

TYP

HORIZONTAL WALL SECTION

TOP OF

WALL/SPANDRELS,

TYP

2"CLR AT TOP

OF WALL, TYP

3/4"CLR AT SPANDREL,

TYP

FOR SPACING

SEE ELEVATIONS,

TYP

#4 TIES, SEE

DETAILS FOR

NUMBER AND

SPACING, TYP

SEE ELEVATIONS

FOR REINFORCING,

TYP

(N) SEISMIC

WALL, TYP

(N) SEISMIC

WALL, TYP

3/4" CLR,

TYP

6" TYP

UNO.

#4 TIES , SPACING

TO MATCH VERTICAL

WALL REINFORCING,

TYP UNO. 2"

3/4"CLR 3/4"CLR

10" 10"

FOR SPACING

SEE ELEVATIONS,

TYP

VERTICAL WALL SECTION

SEE ELEVATIONS

FOR REINFORCING,

TYP

HORIZONTAL WALL SECTION

#4 TIES, SEE

DETAILS FOR

NUMBER AND

SPACING, TYP

SEE ELEVATIONS

FOR REINFORCING,

TYP

FOR SPACING

SEE ELEVATIONS,

TYP

TOP OF

WALL

BOUNDARY ZONE,

SEE DETAILS FOR

INFO, TYP

(N)SEISMIC

WALL, TYP (N)SEISMIC

WALL, TYP

#4 TIES, SPACING

TO MATCH VERTICAL

WALL REINFORCING,

TYP UNO.

FIELD REBAR

#5@12 CC

EF, EW, TYP

FIELD

REBAR

#5@12 CC

EF, EW,TYP

TOP OF CONCRETE

FLOOR

TOP OF CONCRETE

FLOOR

TOP OF CONCRETE

FLOOR

BOUNDARY REINFORCING

SEE WALL ELEVATIONS, TYP

BOUNDARY

REINFORCING

SEE WALL

ELEVATIONS, TYP

FIELD REBAR

#5@12 CC

EF, EW, TYP

FIELD REBAR

#5@12 CC

EF, EW, TYP

FOR DEVELOPMENT

LENGTH SEE GENERAL

NOTES, OR USE LENTON

BAR TERMINATORS AS

REQUIRED, TYP

FIELD REBAR

#5@12 CC

EF, EW,

TYP

BOUNDARY REINFORCING SHOWN FOR NEW

CONCRETE WALLS SHALL BE CONTINUOUS,

BARS SHALL BE SPLICED AS NECESSARY FOR

INSTALLATION WITH LENTON THREADED BAR

COUPLERS. BAR COUPLER LOCATION SHALL BE AT

MID FLOOR HEIGHT OR MID SPANDREL SPAN AND

SHALL BE STAGGERED SO THAT NO MORE THAN 50%

OF BARS ARE SPLICED AT ONE LOCATION STAGGER

SHALL BE 30 IN MIN. ALL BOUNDARY BARS SHALL

PASS THROUGH EXISTING BEAMS, GIRDERS OR

COLUMNS AS SHOWN. DRILL HOLES IN EXISTING

BEAMS, GIRDERS OR COLUMNS TO ALLOW

REINFORCING TO PASS THROUGH, ALL BOUNDARY

REINFORCING SHALL COMPLY WITH THE

REQUIREMENTS OF ASTM A706, TYP.

AT OFFSET BOUNDARY BARS WHERE SPLICING

USING LENTON THREADED BAR COUPLERS IS NOT

POSSIBLE AND THERE IS INSUFFICIENT SPACE FOR

BAR DEVELOPMENT PER TABLE X ON S-XXX,

PROVIDE LENTON TERMINATORS OR APPROVED

EQUAL AT ALL BAR ENDS, TYP

SPLICE BOUNDARY

BARS WITH

LENTON THREADED

BAR COUPLERS

OR APPROVED

EQUAL, TYP

NEW FOUNDATION

SEE NOTE 16 ON

DWG S-030

TYPICAL SEISMIC

WALL

CORNER DETAIL

TYPICAL SEISMIC

WALL

INTERSECTION

FOR SPACING

SEE ELEVATIONS,

TYP

SEE ELEVATIONS

FOR REINFORCING,

TYP

3/4" CLR

TYP

FOR BOUNDARY

REINFORCING,

INCLUDING

ADDITIONAL TIES

REQUIRED, SEE

ELEVATIONS,

SECTIONS AND

DETAILS, TYP

90° STANDARD

HOOKS, TYP

3/4" CLR

TYP

FOR SPACING

SEE ELEVATIONS,

TYP

90° STANDARD

HOOKS, TYP

SEE ELEVATIONS

TYP

FOR REINFORCING,

FOR BOUNDARY

REINFORCING,

INCLUDING

ADDITIONAL TIES

REQUIRED, SEE

ELEVATIONS,

SECTIONS AND

DETAILS, TYP

2'-0"

TYP

2'-0"

TYP

1" T

SEE ELEVATIONS FOR

REINFORCING, TYP

ADD 2#5 AT

ARCHED WINDOWS,

TYP

ADD #4@12 TIES

AT ARCHED WINDOWS,

TYP

(N) SEISMIC

WALL

D/3 D/3 D/3

1'-0

FOR SPLICE

SEE GENERAL

NOTES, TYP

NOTE:

USE LENTON FORMSAVERS/

COUPLERS FOR SPLICING

WHERE REQUIRED.

INTERMITTENT KEY,

FORM WITH 2x, 6" LONG

@12" CC, TYP

NOTE:

USE LENTON FORMSAVERS/

COUPLERS FOR SPLICING

WHERE REQUIRED.

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

P R

S-031

S H

D es ig ne r

A ut ho r

C he ck er

0 1/2 1 2

SCALE: 1/2" = 1'-0"1 TYPICAL WALL REINF. ARRANGEMENT 1

0 1/2 1 2

SCALE: 1/2" = 1'-0"2 TYPICAL WALL REINF. ARRANGEMENT 2

0 1/2 1 2

SCALE: 1/4" = 1'-0"3 TYPICAL WALL REINFORCING

PLAN

NORTH

0 1/2 1 2

SCALE: 1/2" = 1'-0"4 TYPICAL WALL INTERSECTION

0 1/2 1 2

SCALE: 1/4" = 1'-0"5 DETAIL AT ARCHED WINDOWS/DOORS

0 1/2 1 2

SCALE: 1/8" = 1'-0"6

TYPICAL HORIZ WALL

CONSTR. JOINT

0 1/2 1 2

SCALE: 3/4" = 1'-0"7

TYPICAL VERT. WALL

CONSTR. JOINT

0 1/2 1 2

SCALE: 1/2" = 1'-0"8 TYP WALL OPENING TRIM REINFORCING

2" MAX

9" M

EXISTING MASONRY

WALL, TYP

NEW REINFORCED

CONCRETE SEISMIC

WALL, TYP

FINISHED FLOOR

NEW REINFORCED

CONCRETE

CHORD/COLLECTOR,

TYP

CORE DRILL HOLES

IN (E)SLAB AS REQU'D

BY ADHESIVE ANCHOR.

SYSTEM MANUFACTURER,

TYP

#4@12"

INSTALL IN (E)WALL

PER GENERAL

NOTES, TYP

(E) SLAB REINF.

SEE GEN. NOTE 5, TYP

#4@12" CC

W/ 8" EMBED,

TYP.

NOTE:

FOR ADDITIONAL INFO NOT SHOWN

SEE OTHER DETAILS ON TYPICAL

DETAILS SHEETS, TYP

3" 3" 2"

3" 3"

LENTON

COUPLERS,

TYP

KEY, FORM WITH 3x, TYP

2"MAX

(E) MASONRY

WALL, TYP

SCREEN TUBE IN

1"DIA DRILLED HOLE,

TYP

MASONRY WALL WITH VOIDS ANCHORAGE NOTES:

(N) CONCRETE

SHEAR WALL, TYP

1. THREADED RODS SHALL COMPLY WITH THE

REQUIREMENTS OF ASTM A 307 PREBENT AT

ANGLE OF 22 1/2 DEGREES, SUPPLIED WITH

NUTS CONFORMING TO ASTM A 564.

2. ADHESIVE SHALL BE ONE OF THE FOLLOWING

HILTI-HY 20, SIMPSON SET OR IRW RAMSET EPCON

CERAMIC 6, INSTALLED IN WIRE MESH GALVANIZED

SCREEN TUBES.

3. CONTINUOUS SPECIAL INSPECTION MUST BE DONE

IN ACCORDANCE WITH SECTION 1704.5 OF THE IBC.

4. DIRECT-TENSION TESTS AND CALIBRATED TORQUE

WRENCH TESTS MUST BE DONE IN ACCORDANCE

WITH SECTION 107.4 OF THE IEBC.

5. FOR SPACING OF THE MASONRY ANCHORS SEE

PLANS, SECTIONS AND DETAILS.

3/4" DIAM

THREADED

ROD, TYP

9" MIN

SEE NOTE 5

ON S-030SEE NOTE 5

ON S-030

H H

(E) CONCRETE

FLOOR SLAB,

TYP

(E) REINFORCING,

SEE NOTE 5

ON S-030, TYP

(E) MASONRY

WALL, TYP

NEW CHORD/COLLECTOR

REINFORCING SEE

NOTE 3, ON S-030, TYP

H=1'-4" TYPICAL UNO.

NEW SEISMIC

WALL, TYP

#4@12", STIRRUPS,

TYP

3#8 TOP&BOTT.

CHORD/COLLECTOR

REINF., TYP UNO

3#8 TOP&BOTT.

CHORD/COLLECTOR

REINF., TYP UNO

W W

W=1'-6" TYPICAL UNO.

D 3D

WALL CL,

TYP

D MAX = T/3 OR 2"

WHICHEVER IS

SMALLER

(N) SEISMIC

CHORD, TYP

#4@12"

STIRRUPS,

TYP

STL PIPE SLEEVE

D=5"MAX OD

(N) SEISMIC

CHORD, TYPSTL PIPE

SLEEVE

D=5"MAX OD

6" MIN

ADD #4

STIRRUP,

TYP

(E) MASONRY

WALL, TYP

(N) CONCRETE

SHEAR WALL, TYP

2" MAX, TYPNEW REINFORCED

CONCRETE

SEISMIC WALL, TYP

(E) MASONRY WALL,

TYP

#4@4'-0" CC EW,

DRILL HOLES IN (E)

MASONRY WALL AND

INSTALL WITH HILTI

RE 500 AS RECOMMENDED

BY MANUFACTURER, TYP

UNO.

S3 S4

S S2 S1

DEFORMED BAR/ASTM A706 ANCHOR NOTES:

(E) STEEL

BEAM OR

COLUMN, TYP

1. ALL DEFORMED BAR ANCHORS SHALL BE 5/8" DIAMETER

(#5) UNO, AND IN ACCORDANCE WITH ASTM A-496 WITH

MIN TENSILE STRENGTH OF 80,000 PSI AND MIN YIELD

STRENGTH OF 70,000 PSI. ASTM A706 REINF. SHALL BE #5 UNO.

2. WELDING SHALL BE BY ELECTRIC ARC PROCESS AND BE

CAPABLE OF DEVELOPING FULL CAPACITY OF THE DEFORMED

BAR ANCHOR OR ASTM A706 REINFORCING..

3. PREPARE (E) STEEL PER DEFORMED BAR ANCHOR

MANUFACTURERS RECOMMENDATIONS BEFORE WELDING.

4. WELDING AND INSPECTION SHALL CONFORM TO AWS D.1.1

5. UNLESS OTHERWISE NOTED, DEFORMED BAR ANCHOR/ASTM A706

REINF. WELDING SHALL EXTEND FULL LENGTH BETWEEN BEAM/COLUMN

INTERSECTIONS AT SPACING (S, S1 THROUGH S4) AS INDICATED

ON DRAWINGS.

(N) DEFORMED BAR

ANCHOR OR ASTM

A706 REBAR, TYP

(N) DEFORMED BAR

ANCHOR OR ASTM

A706 REBAR, TYP

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

P R

S-032

S H

D es ig ne r

A ut ho r

C he ck er

0 1/2 1 2

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

TYPICAL MASONRY WALLS

ANCHORAGE DETAIL

PLAN

NORTH

0 1/2 1 2

SCALE: 1/2" = 1'-0"2 DETAIL 1 AT CHORD/COLLECTOR

0 1/2 1 2

SCALE: 1/2" = 1'-0"3 TYPICAL PIPE/CONDUIT IN WALL

0 1/2 1 2

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

TYPICAL PIPING/CONDUIT THROUGH

CHORD

0 1/2 1 2

SCALE: 1" = 1'-0"5 EXIST SLAB CONNECTION

0 1/2 1 2

SCALE: 1/2" = 1'-0"6

TYPICAL SOLID MASONRY WALL

ANCHORAGE

0 1/2 1 2

SCALE: 1/2" = 1'-0"7 DEFORMED BAR ANCHOR WELDING

0 1/2 1 2

SCALE: 1 1/2" = 1'-0"8

TYPICAL CHORD/COLLECTOR CONSTR.

JOINT

1'-2"

1'-6"UNO

1' 4"

O5"

B12.7 B8.2

NEW SEISMIC

WALL

NEW REINFORCED

CONCRETE CHORD/

COLLECTOR, TYP

28"x12" EXPANDED

POLYSTYRENE FOAM

BLOCKS, TYP

EXISTING

MASONRY

WALL

EXISTING STRUCTURAL

FLOOR SYSTEM, TYP

OPP HAND

DRILL AND GROUT NEW

#4 REINF. INTO (E)

FLOOR JOIST, DO NOT CUT

OR OTHERWISE DAMAGE (E)

REINFORCING, SEE NOTE 2

ON S-030, TYP

2#8 TOP &

BOTT,

TYP UNO

#4@12 CC

STIRRUPS, TYP

#5@12 CC,

TYP

SEE 6/S-033

FOR TYP DIAPH.

REINFORCING,

TYP 2

1/ 2"

4"TYP

1'-6"

1' 4"

B11.2 B11

WHERE SEISMIC CHORD/COLLECTOR IS RUNNING

PERPENDICULAR TO (E) JOISTS, SAW-CUT AND

DEMOLISH (E) 2" CONCRETE SLAB AND CLAY TILES

TO ALLOW INSTALLATION OF NEW SEISMIC

CHORD/COLLECTOR BETWEEN THE (E) JOISTS, DO

NOT DEMOLISH EXISTING JOIST, TYP

CHORD/COLLECTOR LONGITUDINAL

REINFORCING TO BE PLACED ABOVE

AND BELOW EXISTING JOISTS, PLACE

STIRRUPS BETWEEN JOISTS, TYP

EXIST STRUCTURAL

FLOOR SYSTEM,

TYP

NEW REINFORCED

CONCRETE FLOOR

DIAPHRAGM, TYP

28"x12" EXPANDED

POLYSTYRENE FOAM,

TYP

NEW REINFORCED

CONCRETE CHORD/

COLLECTOR, TYP

DRILL AND GROUT NEW

#4 REINF. INTO (E)

FLOOR JOIST, DO NOT CUT

OR OTHERWISE DAMAGE (E)

REINFORCING, SEE NOTE 2

ON S-030, TYP

2#8 TOP &

BOTT,

TYP UNO

#4@12 CC

STIRRUPS, TYP

SEE 6/S-033

FOR TYP DIAPH.

REINFORCING,

TYP

SPLICE LENGTH PER NOTES, TYP

1'-4"

1' 0"

1'-0"

1'-8"

B11.2 B11

± 2'-4"

#5@12" CC ASTM A706

REINFORCING, WELD TO

EXISTING STEEL FRAMING,

TYP

NEW REINFORCED

CONCRETE CHORD/

COLLECTOR, TYP

DRILL AND GROUT NEW

#4 REINF. INTO (E)

FLOOR JOIST, DO NOT CUT

OR OTHERWISE DAMAGE (E)

REINFORCING, SEE NOTE 2

ON S-030, TYP

2#10 TOP &

BOTT,

TYP UNO

#4@12 CC

STIRRUPS, TYP

SEE 6/S-033

FOR TYP DIAPH.

REINFORCING,

TYP

#5 TOP REINFORCING BARS

SERVE AS COLLAPSE PREVENTION TIES

AND MUST BE CONTINUOUS, PROVIDE

LENTON COUPLERS OR APPROVED EQUAL

AS REQUIRED, TYP

LENTON

COUPLERS, TYP

#4@12 CC

STIRRUPS, TYP

2#8 TOP & BOTT,

TYP UNO

#5 TOP & BOTT,

TYP UNO

#5 TO MATCH TOP

SLAB REINF, TYP

#5 TO MATCH TOP

SLAB REINF, TYP

#5@12 CC

CONTINUOUS PROVIDE

LENTON COUPLERS AS

REQU'D, TYP

1'-0"

3'-3"

5" 1/

1'-8"

B10 B9.8

28"x12" EXPANDED

POLYSTYRENE FOAM,

TYP

NEW REINFORCED

CONCRETE FLOOR

DIAPHRAGM, TYP

#4@12" CC ASTM A706

REINFORCING, WELD TO

EXISTING STEEL FRAMING,

TYP

#5 TOP REINFORCING BARS

SERVE AS COLLAPSE PREVENTION TIES

AND MUST BE CONTINUOUS, PROVIDE

LENTON COUPLERS OR APPROVED EQUAL

AS REQUIRED, TYP

#5 TO MATCH TOP

SLAB REINF, TYP

#4@12 CC

STIRRUPS, TYP

LENTON

COUPLERS, TYP

#5@12 CC

CONTINUOUS PROVIDE

LENTON COUPLERS AS

REQU'D, TYP

ADD #5@12 CC,

TYP

ADD #5@12 CC,

TYP

SEE 6/S-033 FOR TYP

DIAPH. REINFORCING, TYP

EXIST STRUCTURAL

FLOOR SYSTEM,

TYP

NEW REINFORCED

CONCRETE FLOOR

DIAPHRAGM, TYP

EXIST STEEL

BEAMS, TYP

5/8"∅x4" @ 16"CC

SHEAR STUDS, ATTACH

TO TOP FLANGE OF (E) BEAMS,

TYP

NEW REINFORCED CONCRETE

JOISTS, SPACING SHALL BE AS

SHOWN ON 6/S-033 AND AS

REQUIRED SUCH THAT AT (E)

STEEL BEAMS JOISTS ARE

INSTALLED CENTERED ON THE

(E) STEEL BEAMS, ADDITIONAL

JOISTS MAY BE REQUIRED, TYP

2' 4"

1'-0"(*)4"

1#5

2#5

1#5

2#5

1#4 , TYP

TYP FLOOR DIAPHRAGM PLAN DETAIL

NEW REINFORCED

CONCRETE FLOOR

JOISTS, LOCATION

TO MATCH EXISTING,

TYP

(*)TO MATCH

EXIST. JOISTS, TYP

NEW REINFORCED

CONCRETE FLOOR

JOISTS, TYP

28"x12" EXPANDED

POLYSTYRENE FOAM,

TYP

NOTES:

1. PLAN DETAIL APPLIES TO AREAS BETWEEN COLUMN

LINES BA TO BR AT FIRST FLOOR.

2. PLAN DETAIL APPLIES TO AREAS BETWEEN COLUMN

LINES BA TO BR AND B8-B10 AND B11-B13 AT

FLOORS ABOVE FIRST FLOOR.

3. TOP REINFORCING IN BOTH DIRECTIONS SERVE AS

COLLAPSE PREVENTION TIES, PROVIDE LENTON

COUPLERS OR APPROVED EQUAL AS REQUIRED.

GENERAL NOTES:

1. FOR GENERAL NOTES ABBREVIATIONS

AND TYPICAL DETAILS SEE SHEETS

S-030 THROUGH S-040.

2. COORDINATE OPENING SIZES AND

LOCATIONS WITH ARCHITECTURAL

AND MECHANICAL DRAWINGS, TYP.

SHEET

REFERENCE

NUMBER

SHEET OF

E D

B Y:

D W

N B

H K

S U

B Y:

S O

N N

C O

A C

T N

N A

M E:

D B

T D

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

U .S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il ar ch ite ct s

- e ng in ee rs pl an ne rs

C O

S, O H

fa x

ht tp w w w

.u rs co rp

.c om

N C

E C

R (F

Y1 1-

U N

Y W

T, N

A R

C H

Y O

R K, N Y

fa x

w w w

.s tv in c.

co m

2D S

-1 0-

D -0

P R

S-033

S H

D es ig ne r

A ut ho r

C he ck er

0 1/2 1 2

SCALE: 1" = 1'-0"1 NEW CHORD/DIAPH DETAIL 1

0 1/2 1 2

SCALE: 1" = 1'-0"2 NEW CHORD/DIAPH DETAIL 2

0 1/2 1 2

SCALE: 1" = 1'-0"3 NEW CHORD/DIAPH DETAIL 3

0 1/2 1 2

SCALE: 1" = 1'-0"4 NEW CHORD/DIAPH DETAIL 4

0 1/2 1 2

SCALE: 1" = 1'-0"5 NEW CHORD/DIAPH DETAIL 5

SCALE: 1" = 1'-0"6 NEW CHORD/DIAPH DETAIL 6

1'-0"

1' 0"

FINISHED FLOOR

EXISTING REINFORCED

CONCRETE BEAM,TYP

EXISTING EXTERIOR

MASONRY WALL,

TYP

NEW REINFORCED

CONCRETE SEISMIC

WALL, TYP

NEW REINFORCED

CONCRETE

CORD/COLLECTOR,

TYP

EXISTING EXTERIOR

MASONRY WALL,

TYP

CORE DRILL HOLES

IN (E)BEAM AS REQU'D BY

ADHESIVE ANCHOR SYSTEM

MANUFACTURER, DO NOT CUT

OR DAMAGE (E)REINF., TYP

2#4@12"CC

INSTALL WITH

HILTI RE 500

ADHESIVE, TYP

UNO

DOWELS TO MATCH

(N) WALL REINFORCING,

TYP

NOTE:

FOR ADDITIONAL INFO

NOT SHOWN SEE OTHER

DETAILS ON TYPICAL

DETAILS SHEETS, TYP

FINISHED FLOOR

NEW REINFORCED

CONCRETE SEISMIC

WALL, TYP

EXISTING REINFORCED

CONCRETE BEAM,TYP

PARTIAL DEMOLITION

OF EXIST CONCRETE

TO ALLOW INSTALLATION

OF NEW WALL REINF.

DO NOT CUT/DAMAGE

EXIST REINF., TYP

EXIST. SLAB, TYP

SEE GENERAL

NOTES FOR

SPLICE LENGTH, TYP

CORE DRILL EXISTING BEAM

TO ALLOW INSTALLATION OF

NEW REINF. DO NOT

CUT/DAMAGE EXIST REINF.

GROUT SOLID AFTER REBAR

INSTALLATION,TYP

NOTE:

FOR ADDITIONAL INFO

NOT SHOWN SEE OTHER

DETAILS ON TYPICAL

DETAILS SHEETS, TYP

9" M

1'-0"

FINISHED FLOOR

CORE DRILL EXISTING BEAM

TO ALLOW INSTALLATION OF

NEW REINF. DO NOT

CUT/DAMAGE EXIST REINF.

GROUT SOLID AFTER REBAR

INSTALLATION,TYP

EXIST. SLAB, TYP

NEW REINFORCED

CONCRETE SEISMIC

WALL, TYP 2#4@12" CC

INSTALL WITH

HILTI RE 500

ADHESIVE, TYP UNO

NEW CHORD/

COLLECTOR,

TYP

EXISTING REINFORCED

CONCRETE BEAM,TYP

NOTE:

FOR ADDITIONAL INFO

NOT SHOWN SEE OTHER

DETAILS ON TYPICAL

DETAILS SHEETS, TYP

3"MIN

9" M

2"CLR

FINISHED FLOOR

EXISTING EXTERIOR

MASONRY WALL,

TYP

EXISTING REINFORCED

CONCRETE BEAM, TYP

NEW REINFORCED

CONCRETE SEISMIC

WALL, TYP

PARTIAL DEMOLITION

OF EXIST CONCRETE

TO ALLOW INSTALLATION

OF NEW WALL REINF.

DO NOT CUT/DAMAGE

EXIST REINF., TYP

CORE DRILL EXISTING BEAM

TO ALLOW INSTALLATION OF

NEW WALL VERTICAL REINF.

DO NOT CUT/DAMAGE EXIST

REINF. GROUT SOLID AFTER

REBAR INSTALLATION, TYP

NEW REINFORCED

CONCRETE

CHORD/COLLECTOR,

TYP

FOR SPLICE INFO

SEE GENERAL NOTES,

TYP

NOTE:

FOR ADDITIONAL INFO

NOT SHOWN SEE OTHER

DETAILS ON TYPICAL

DETAILS SHEETS, TYP

#4@12 W/

8" EMBED.

SECOND FLOOR AREA B

175' - 0"

NEW REINFORCED

CONCRETE SEISMIC

WALL, TYP

EXISTING REINFORCED

CONCRETE BEAM,TYP

EXISTING EXTERIOR

MASONRY WALL,

TYP

CORE DRILL EXISTING BEAM

TO ALLOW INSTALLATION OF

NEW REINF. DO NOT

CUT/DAMAGE EXIST REINF.

GROUT SOLID AFTER REBAR

INSTALLATION, TYP

EXIST. SLAB, TYP

DEMOLISH EXIST…

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File details come from the government source that posted it. Updated Nov 14, 2017.