31'-7 1/2 ± field verify cl of exist column. · new wlk reinf exist wlk saw cut 1" deep...

19'-4 1/2"±1'-7 1/2" ±

31'-7 1

/2" ±

FIE

LD

VE

RIF

Y C

L O

F E

XIS

T C

OLU

MN

.

9'-0" ±

1

0' 5' 10' 20' 30' 40' 50'

G.1

A.2

EXISTELEVATORBELOW

EXIST ROOFABOVE

END OF HSS

VIE

RE

ND

EE

L T

RU

SS

ES

VIE

RE

ND

EE

L T

RU

SS

ES

S4.02

ELEV

HSS 10x8x1/4"

HSS 10x8x1/4"

HSS 10x8x1/4"

S6.033

HS

S 6

x6x3

/16" S

TR

UTS

4 EQ SPA

S6.031

S6.032

TYPNOTE 1

S6.032

HS

S 1

0x6

x1/2

" LLV

4'-7 3

/4" ±

1'-7 1

/2"±

2'-9 1

/4"

181716151413121110987654

3"

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

2'-9"

5'-0"5'-0"

G

33'-0 1

/2"

2'-9"

2'-9"

4 S

PA

CE

S @

5'-6" =

22'-0"

F

E

D

C

B

A

END OF HSS

HS

S 1

0x6

x1/2

" LLV

HS

S 1

0x6

x1/2

" LLV

HS

S 1

2x6

x1/2

" LLV

VIE

RE

ND

EE

L T

RU

SS

ES

VIE

RE

ND

EE

L T

RU

SS

ES

VIE

RE

ND

EE

L T

RU

SS

ES

VIE

RE

ND

EE

L T

RU

SS

ES

HS

S 1

0x6

x1/2

" LLV

HS

S 1

0x6

x1/2

" LLV

5'-0" 5'-0"

3"

19 20

S6.031

TYP

2.12 3 4

NOTE 1 NOTE 1

2'-9"

DECK CANTILEVER

2'-9"

DECK CANTILEVER

2'-9"

DECK CANTILEVER

2'-9"

DECK CANTILEVER

2'-9"

DECK CANTILEVER

2'-9"

DECK CANTILEVER DECK CANTILEVER

1

S4.0

3

ELE

V1

S4.01ELEV1

NOTE 1

EXIST ROOFABOVE

FACE OFPLATFORM BELOW

FIELD VERIFY CL OF EXIST COLUMNLOCATE HSS ON CL OF COL

HS

S 6

x6x3

/16" S

TR

UTS

HSS 6x6x1/4"EXTENSION

S6.022

LO

CA

TE

HS

S O

N C

L O

F C

OL

S6.021

S6.022

HSS 6x6x3/16"STRUTS

4'-3"±

EDGE OFROOF DECK

NOTE 2NOTE 2NOTE 2NOTE 2NOTE 2

NOTE 3

2'-6"

5'-6 1

/4"

2'-6"

5'-6 1

/4"

END OF HSS

EDGE OFDECK (TYP)

EDGE OFROOF DECK

EDGE OF ROOF DECK

2'-3 1

/4" ±

EDGE OF ROOF DECK

3"

END OF HSS

EXIST PLATFORMBELOW

OPP.

S6.026

S6.042

S6.042

S6.043

S6.021

S6.041

S6.031

S6.021

S6.021

S6.021

S6.042

S6.042

S6.026

S6.022

S6.026

S6.022 SIM

S6.042

S6.042

S6.026

S6.042A

S6.042

S6.042

S6.026 S6.02

2

OPP.

HS

S 6

x6x3

/16" S

TR

UTS

HS

S 6

x6x3

/16" S

TR

UTS

HS

S 6

x6x3

/16" S

TR

UTS

HS

S 6

x6x3

/16" S

TR

UTS

HS

S 6

x6x3

/16" S

TR

UTS

HS

S 6

x6x1

/4" S

TR

UTS

HS

S 6

x6x1

/4" S

TR

UTS

HS

S 6

x6x1

/4"

HS

S 6

x6x1

/4"

HS

S 6

x6x1

/4"

HS

S 6

x6x1

/4"

HS

S 6

x6x1

/4"

HSS 6x6x1/4"TYP U.N.O.

HS

S 6

x6x1

/4" S

TR

UTS


1'-3"

S6.033 OPP

4/S6.03OPP

5/S6.03

5/S6.03 (SIM.)OPP.

5'-0"

21

4/S6.03

HS

S 1

0x6

x1/2

" LLV

1

SCALE: 3/16" = 1'-0"

Roof Framing Plan

S3.01

DENOTES SPAN DIRECTION OF ROOFDECK. SEE SPECIFICATIONS ANDGENERAL NOTES ON SHEET S0.01.

SEE 4/S6.02 FOR FRAMING AT FANOPENING.

SEE 8/S6.02 FOR FRAMING AT FANOPENING.

NOTE 1

©

ROOF FRAMING PLAN

NOTE 2

8855

NOTE 3

SEE SHEET S0.01 FOR ABBREVIATIONS.

0' 5' 10' 20' 30' 40' 50'

2/S5.03 2/S5.03

EXISTPLATFORM

EXIST BUILDINGTO REMAIN

2/S6.01

HSS 6x6x1/4"TYPICAL U.N.O.

RF DK (TYP)

EXIST ELEVATOR ROOF BEYOND

EXISTING ELEVATOR

1234567891011121314151617181920

2.1

Z1

Z2

Z3

Z4

Z5

Z6

Z7

Z8

Z9

10/S6.01

OPP

10/S6.01OPP

EXIST ELEVATOR

1/S6.02

BEYONDOPPOSITE

S5.021

S6.01 (SIM)11

S5.021

S6.022

S4.0

3

ELE

V1

HS

S 6

x6x1

/2"

8.1 6.1

10'-6"10'-6"

EXISTCOLBEYOND

4

EXIST

3"

4

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

S5.019

NO WORK AT ELEVATOR

EXIST BLDG

TYP

6/S5.01

SIM

5

EXIST COLBEYOND

SEE 2/S5.03

15.1

TYPOPP.

TYP

TYP2/S5.02

OPP, SIM

EDGE OFEXIST PLATFORM

EXIST

STRUCTUREBEYOND

HS

S 6

x6x1

/2"

HS

S 6

x6x1

/2"

HS

S 6

x6x1

/2"

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

SEE 4/S5.03 SIMFOR FTG

4/S5.03

1'-1 3

/4"

6'-4 1

/2"

PLATFORM

(NOMINAL) 35'-0"

FIELD VERIFY

0' - 0"

LEVEL 1

HS

S 6

x6x1

/2"

HS

S 6

x6x1

/2"

1/S6.01

S6.022TYP

OPP.

RF DK (TYP)HSS 6x6x1/4"TYP

2/S6.01

3/S6.01OPP.

3/S6.01OPP.

3/S6.01

OPP.

3/S6.01OPP.

3/S6.01OPP.

4/S6.01

4/S6.01

4/S6.01

4/S6.01

SEE PLANTYP

S6.022TYP

OPP.

S6.022TYP

OPP.

4/S6.01

1/S6.01

OPP1/S6.01

OPP

VE

RIF

YW

/ A

RC

H

2/S6.01

2/S6.01

21

5'-0"

HS

S 6

x6x1

/2"

1

S4.01

SCALE: 3/16" = 1'-0"

North Elevation

©

1S1.01, S2.01, S2.02, S3.01

NORTH ELEVATION

8856

0' 5' 10' 20' 30' 40' 50'

EXISTING ELEVATOR ROOF BEYOND RF DK (TYP)

Level 1

0' - 0"

Platform

(NOMINAL) 35'-0"

EXIST PLATFORM

EXIST PLATFORM

2/S5.02

3/S5.02

EXISTELEVATOR

EXIST BLDGBEYOND

SEE NORTH ELEVATIONFOR CL OF COLUMN

2/S5.032/S5.03

2/S6.01 1/S6.02

BEYOND

HSS 6x6x1/4" TYPICAL (UNO)

HS

S 6

x6x1

/2"

SEE 1/S5.01FOR ESCALATOR PIT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21

2.1

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

Z1

Z2

Z3

Z4

Z5

Z6

Z7

Z8

Z9

HS

S 6

x6x1

/2"

HS

S 6

x6x1

/2"

10/S6.01

10/S6.01

6.1 8.1

4

EXIST

S5.021

S5.021

S6.0111

S4.0

3

ELE

V1

EXISTCOLUMN

10'-6" 10'-6"

5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"S6.03

2

NO WORK AT ELEVATOR

SEE2/S5.03

TYP

6/S5.01

S5.015

FIELD VERIFY

5'-0"

S6.022

TYP

TYP

15.1

EDGE OFEXISTPLATFORM

HS

S 6

x6x1

/2"

HS

S 6

x6x1

/2"

HS

S 6

x6x1

/2"

SEE 2/S5.03FOR CONCRETECOL SIZEAND REINF

1/S6.01

6'-4 1

/2"

1'-1 3

/4"

VE

RIF

YW

/ A

RC

H

HS

S 6

x6x1

/2"

2/S6.01 1/S6.01OPP


SEE PLANTYP

2/S6.01


S6.0223/S6.01

4/S5.03

2/S6.01

3/S6.01

3/S6.01

4/S6.01

3/S6.014/S6.01

4/S6.01

S6.022

4/S6.01

4/S6.01

S6.022

1/S6.01

20

5'-0"

SEE 4/S5.03 SIMFOR FTG

HS

S 6

x6x1

/2"

HS

S 6

x6x1

/2"

1

SCALE: 3/16" = 1'-0"

South Elevation

S4.02

©

1 S1.01, S2.01, S2.02, S3.01

SOUTH ELEVATION

8857

0' 5' 10' 20' 30' 40' 50'

EXISTING CANOPY

BEYOND

EXISTING LRV PLATFORM (BEYOND)

EXISTING ELEVATORS

�NEW

ESCALATORS

�NEW CANOPY OVER

ESCALATORS & STAIRS

�EXISTING

CONC. STAIRS

EXIST ELEVATOR ROOF

OPEN

2/S6.02

OPP.

3/S6.022/S6.02

NEW COLUMN BEYOND

S6.021

A.2

A B C D E F G

TYP

TYP

G.1

33'-0 1/2"

5'-6 1/4" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6 1/4"

Level 1

0' - 0"

Platform

(NOMINAL) 35'-0"

FIELD VERIFY

2/S6.04

BEYOND

OPP.2/S6.04

BEYONDS6.04

1

2/S6.02

OPP. TYP

S6.043

S6.021

TYP

2/S6.02

TYP

TYP

Z1

1'-1 3

/4"

Z3

Z4

Z5

Z6

Z7

Z8

Z9

12'-0 1

/2"

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

5'-8"

VE

RIF

YW

/ A

RC

H

SCALE: 3/16" = 1'-0"

East Elevation

S4.03

1 S1.01, S2.02, S4.01, S4.02

EAST ELEVATION

8858

©

NO SCALE

TYPICAL #5CORNER BAR AT

2'-6"

2'-6"

TYPICAL CORNER BAR(PLAN DETAIL) WALLS4

WALK

SEE PLAN -

2'-0"

EACH FACE# 4 @ 12" HORIZ

(AT ALL JOINTS)WS1" DEEP KEY

UNDIST SOIL

# 4 @ 12" OC x 2'-0"

SPECIFIEDWATERPROOFING

CLE

AR

2"

#5 @ 12" OCVERT EA FACE

8"

#4 @ 18" EACH WAYBOTTOM

2'-0"

WALK

5'-0"

UNDIST SOIL

6"

L 7x4x3/8" (LLH)W/ #4 x 2'-0"(GRADE 40) @ 12" OC

4"

7"

2 3

SEE 2/S5.01 FORITEMS NOT NOTED

6"SUMP 18" X 18" WITH2 - # 3 CLOSED TIE HORIZAND 2 - #3

GRATE @ SUMP

1'-6"

6"

EACH WAY

1"x1/4" @ 1 3/8" OC.

1"1"- (4) SIDES

10"

1" DEEP KEY ANDWS BEYOND

2'-0"# 4 @ 12" OC x 12"

CONC COVER - 3" MIN

1'-0"

ESCALATOR PIT

ESCALATOR PIT

NEW WLK REINF

EXIST WLK

SAW CUT 1" DEEP AT ANEXISTING JOINT. BREAK OUTEXIST AS REQ'D MINIMIZEEXIST WLK TO BE REMOVED.REPLACE ANY WALK REMOVEDAND REPLACE ANY WALKTHAT IS DAMAGED

LAP 1'-0" EXTENSION OFEXIST REINF INTO NEW WLK

WATER TIGHT JT MTL.SEE ARCH

SEL COMP FILL

WALL REINFSEE 2 & 3 ON S5.01.

6"

S5.01 S5.01

S5.01

VERIFY SUMPDIMENSIONS WITHMECH DRAWINGS

3/4" =1'-0"3/4" =1'-0"

3'-0"

SEE 5/S5.01

6"

1/4" ADJUSTMENT GAP 1'-6" CONC BM BEYOND(SLOPED)

1/4

HSS 12x6x1/4"

SIDEWALK

93/4" = 1'-0" S4.01, S4.02

4"

1'-0"

6"

6"

DRILL ON 10 DEGREESLANT AND EMBED 4" DEEP3- #3 @ 24" OC. W/HILTI HIT HY 150-ICEADHESIVE ANCHOR

SYNKOFLEXWATER STOP

CHIP FACE OFEXIST BEAM. EXISTREBAR TO REMAIN

1 1/2" x 3 1/2" KEYW/ SYNKOFLEXWATERSTOP

#5 @ 12" OC VERT

2 1/2"

5 7/16" ±

EXISTING

73/4" = 1'-0" S5.01

3'-0"

TOP OF CURB

6"

1/4" ADJUSTMENT GAP 1'-6" CONC BM BEYOND(SLOPED)

1/4

HSS 12x6 1/4"

7 3

/4"

SE

E A

RC

H

53/4" = 1'-0" S5.01

FIBER JOINT

SEAL W/ELASTOMERIC

GLASS

1/4

ESCALATOR PIT

5'-0"

1'-0"

8"

UNDIST SOIL

SEE 8/S5.01SPECIFIEDWATERPROOFING

1 1/2x1 1/2 KEY WITHSYNKOFLEX WATER STOP

63/4" = 1'-0" S4.01, S4.02

SOUTH ELEVATION (AT ESCALATOR PIT)

CURB BEYOND

SIDE WALK

PIT WALL BEYOND

TOP OF CONCRETEBEAM

HSS 6x6

12"

HSS 12x6x1/4"

1 1/

2"

3'-0

" CO

NC

BM

SLO

PED

1'-0"

3'-0"

CO

NC

RE

TE

BE

AM

SEE 2/S5.01

#5 @ 12"

2'-6"

2'-0"

5'-0"

83/4" = 1'-0" S5.01

SEAL W/ELASTOMERIC

FTGSEE 4/S5.03FOR SIZE & REINF

GLASS

#5 @ 12" EACH WAYTOP

EACH HORIZ REBAR

SEE ARCH DWGSFOR DATUM ELEVATION

7 3

/4"

SE

E A

RC

H

HSS 6x6

TOP OF HSS 12x6& CONC BEAMVERIFY ELEV. W/ARCH DWG

12"

HSS 6x6

2"

WALK BEYOND

PROVIDE 1 1/2"x1 1/2" KEYW/ WS IN BM FROM TOPOF CURB TO BOT OF BM

HSS 6x12x1/4"

SEE ARCH DWGSFOR ELEVATION

7 3

/4"

SE

E A

RC

H

NO

TE

1

NOTE 1 - VERIFY DIMENSIONS WITH ESCALATOR MANUFACTURER

NO

TE

1

NOTE 1

NOTE 1

WLK

SEE 1/S5.04 &11/S6.01 FOR REINF

1 1/2x1 1/2" KEY W/SYNKOFLEX WS INFAR SIDE OF BMFROM TOP OF CURBTO BOT OF BM

NO

TE

1

#4 @ 12" CO. HORIZ

STANDARD HOOK

SEE 1/S5.01 & 11/S6.01FOR REINF

3 @

3" O

C

L 9x4x1/2x10" (LLH)

1"

(2)- 1/2" x 4" HEADED STUDS

WS CONTINUOUS

(2)- 10" ALL THREAD ROD

SHOP WELD1/4

L 8x8x1/2"x0'-7"W/ 1/2" STIFFNER

TY

P T

IES

S5.015

WS CONTINUOUS

WELD PLATE & CONNECTIONSIM 10/S6.01 AND 11/S6.01

ESCALATOR PIT

1'-4" 1'-4"

HSS CL6"

1'-1 3

/4"

1'-0"

5 5

/16"

VE

RIF

Y W

/ E

SC

ALA

TO

R

BEARING PLATESEE 10/S5.01CENTER ON WALL

2- #4 CONTW/ #4 HAIRPIN@ 12"OC

10

10'-0"

2" TYP.

2"

2"

9"TYP.

1'-1"

PLT 1'-1"x10'-0"x1/2"W/ 1/2" DIA x 8" LONG HEADED STUDANCHORS MACHINE WELDED TO PLATE

BEARING PLATE

WALK

HORIZ# 4 @ 12"

(AT ALL JOINTS)WS1" DEEP KEY

UNDIST SOIL

# 4 @ 12" OC x 2'-0"

SPECIFIEDWATERPROOFING

CLE

AR

2"

#5 @ 12" OC VERTON CL WALL

8"

#4 @ 18"EACH WAY BOTTOM

2'-0"

1'-0"

ESCALATOR PIT

AT LOCATIONS W/ EXISTWLK SEE 3/S5.01 FOR ADD'LNOTES FOR WLK REMOVALAND REINF LAPS

6" 8"

#5 @ 12"EACH WAY TOP

SEE ARCH DWGSFOR DATUM ELEVATION

SEE PLAN

5'-0"

NO

TE

1

11

'-4

9/1

6"

1'-4"

8"

10

'-0

9/1

6"

8"

SUMP

4/S5.01

1ESCALATOR PIT

1/4" = 1'-0"

EXIST WLK

EXISTWALK

BELOW WLK

NEW WALK

S4.02, S6.01

EXISTINGSTEPS

S5.018

S5.017

S5.01

S5.015

S5.016

SLOPE BEAMSEE 11/S6.01

GLASS

1'-6

"

S5.013

1- #5 x 5'-0"

EXISTING2'-9"x2'-6"GRADE BEAM

NOTES

VERIFY ALL PIT DIMENSIONS WITHESCALATOR MFG. DRAWINGS.

WS DENOTES SYNKOPLEXWATER STOP. APPLY AT ALL COLDJOINTS PER MANUFACTURERSSPECIFICATION.

PROVIDE WS BETWEEN SIDEOF CONC BM & PIT WALL

21'-4 5/16"

18'-8 5/16" 1'-4"

1'-2 3/8"

2

3'-9 5/8" 1'-0"

S5.01

CONCRETE DETAILS

8859

©

CL BEAM

HSS 6x6

NEW 30" COLSEE 1/S5.01 & 1/S5.03FOR REINF

3'-0"x2'-6" CROSS BEAMSEE 1/S5.03 (SIDE BARS NOTSHOWN)

VA

RIE

S

NOTE 1

CL BEAM

1'-6"

CL COLUMN

13/4" = 1'-0"

1'-6"

1'-9" 2'-9"

CL COLUMN

STD HOOK

EDGE OF EXISTBLDG & STAIR

HSS 12x6x1/4"

CONC BMSEE 11/S6.01 FORSIZE AND REINF

NEW 30" COLSEE 1/S5.01 & 1/S5.03FOR REINF

3/4" CHAMFERTYP

HSS 6x6

NOTE 1

1'-6"

HSS 12x6x1/4"

CONC BMSEE 11/S6.01 FORSIZE & REINF

ESCALATORTRUSS SUPPORT

1'-0"

3/4" CHAMFER

FACE OF HSS 6x6

± 1/4" ADJUSTMENT

ELE

VA

TIO

N V

AR

IES

FACE OF HSS 6x6

±1/4" ADJUSTMENT

ALIGNS WITH EDGE OFEXIST CONC. PLATFORMABOVE

S2.01, S4.01, S4.02, S5.03

9"

CAULK TO SEALW/ ELASTOMERIC

EXIST STAIR

5 7/16" ±10'-0 9/16" (VERIFY)

ESCALATOR19'-0" ±

EXIST STAIR

9" 9" 3"

VERIFY WITHESCALATORDRAWINGS

30 POUND BUILDERSFELT BOND BREAKER ATCOMPACT FACE

2'-11 1

/8" @

GR

ID 8

.1

1'-1 3

/16" ±

SE

E M

AN

UF

.

3" C

LE

AR

MIN

2'-6 3

/8" @

GR

ID 6

.112'-2 3

/4" @

GR

ID 8

.16'-1 1

/2" @

GR

ID 6

.1

G A33'-0 1/2"

1 1

/2"

SEE 1/S5.03FOR REINF (SEE OPP SIDE)

VA

RIE

S

ELE

VA

TIO

N V

AR

IES

ESCALATOR

1 1

/2"

BOTTOM OF CONC BMAT CENTERLINE

PLATFORM

(NOMINAL) 35'-0"FIELD VERIFY

2- #5 W/ HOOK 2- #5 W/ HOOK

S5.035

S5.031 & 1A

4- #7 TOP

3"9 SPA @ 10"SPA STIRRUPS @ 14"7 SPA @ 10"3"

2'-6"

ADD 2- #6 TOTOP LAYER

14'-0"STD HOOK

4- #7 BOT

DENOTES #4 CLOSED STIRRUPS

SEE 11/S5.01EXIST GUARD RAIL

ADD'L CONC BEAMAT GRID 8.1 ONLY

2'-3"

PLATFORMFLOOR

1'-6"

2- #4

3" 3" 3"

3- #4 CLOSE STIRRUPS

STANDARD HOOK

3- #6 AT 3 LEVELSDRILL AND INSERTW/ EPOXY

SEE 11/S6.01FOR BEAM REINF

2

PLATFORMFLOOR

EXIST LEDGE

3ESCALATOR TRUSS SUPPORT

3/4" = 1'-0" 3/4" = 1'-0"

11"±

5 3

/4"±

EXIST BM

11"±

5 3

/4"±

EXIST PLT1/2"x11"x12'-0"

S2.01, S4.01, S4.02 S2.01, S4.01, S5.03

BUSH HAMMER CONTACT FACE

3/S5.03

4

3"

1'-2"

8"

S5.02

SEE GLASS MFG FOR CONNECTION TO STEEL.

TYP. WELDS ARE NOTED BY SECT 1/S6.01.a. TRUSS TO BE WELDED IN SHOP.b. 10% OF WELDS TO BE RANDOMLY SELECTED ANDVERIFIED BY AN INDEPENDENT TESTING LAB. IF ANYWELDS FAIL, ALL WELDS TO BE VERIFIED.

ALL STEEL TUBES TO BE HSS 6x6x1/4" UNLESS NOTEDOTHERWISE.

FIELD MEASURE TO VERIFY DIMENSIONS OF EXIST.CONSTRUCTION.

VERIFY DIMENSION AND DETAILS WITH ESCALATORMFG. DRAWINGS.

SEE SHEET S0.01 FOR TYPICAL ABBREVIATIONS.

NOTES

1.

2.

3.

4.

5.

6.

CONCRETE DETAILS

8860

©

1'-6" 1'-6"SEE 2/S5.03FOR COLUMN SIZE & REINF

3/4" CHAMFER

BOTTOM OFHSS 12x6

STANDARD HOOK

(6)- #6 VERTDOWELS

STANDARD HOOK

1 " = 1'-0"1

3'-0"

SEE 1/S5.02FOR REINF

6"

6"

1'-3

5/8

" @

1A

2'-11 1

/8" @

1

S5.02

5- #4 CLOSED TIES

6"

2'-6"

12'-7" @

1 N

TS

6'-1

1/2

" @

1A

30°

6.1

8.1 @ 1

@ 1A

1A NOTED

1 1/2"

TOP OF 12" HSSBEYOND

SLOPE OFCONCRETE BEAM TOMATCH SLOPE OFFINAL ESCALATORDWGS

AT OPP

NO ESCALATOR & EXISTCONCRETE STAIR NOT SHOWN

W.P.

PLATFORM (NOMINAL) 35'-0"FIELD VERIFY

6"

6"

3'-0"x1'-6"PILASTER

#5 SIDE BARAT EA SIDE

SEE 1/S5.03 FORBEAM RINEF

NOTE 2

3"

3"

3"

1/2" JNT MATLW/ SEAL

SIDE WALK

2'-6"

RE

F G

EN

NO

TE

S

9"

2

2'-6"

3'-0"

8- #9 VERTW/ #4 TIES @ 12" OC

35'-0"

3/4" = 1'-0"

CONC COL

8- #9 VERTW/ #4 TIES @ 12" OC

S4.01, S4.02, S5.02

8- #9 DOWELS

33/4" = 1'-0"

12"

EM

BE

D

EXISTING BEAM

3'-0" LA

P

4 S

PA

@ 6

"

DOWELS TO MATCHVERTICAL REINF

REMOVE EXISTINGELECTRICAL BOX AND FILLW/ CONCRETE

EXISTING PLATFORM

8- #9

#3 CIRCULAR TIES

RUBBED FINISH

NEW 24" DIAMCONCRETE COLUMNTO SUPPORT ROOF

DRILL AND INSERTDOWELS W/ HILTIHIT RE 500 EPOXYADHESIVE

DO NOT DRILL INTO EXIST STEELREINFORCING . IF DRILL ENCOUNTERSSTEEL, STOP AND RELOCATE HOLE.EXISTING CONDUIT, PVC DRAINS, ANDELECTRICAL BOXES EXIST AT SOMECOLUMNS. SHIFT DOWEL LOCATIONSTO MISS OBSTRUCTIONS. COORDINATEWITH ELECTRICAL AND MECHANICALFOR LINES TO STAY IN SERVICE.

EXISTING 36" DIAM COLUMN

ELE

V V

AR

IES

SP

A. TIE

S @

16" O

C M

AX

.

#3 C

IRC

ULA

R T

IES

S2.01, S6.02

1/2" JNT MATLW/ SEAL

SIDE WALK

2'-6"

RE

F G

EN

NO

TE

SF

OR

LA

P L

EN

GTH

9"

4

1'-4"

1'-4"

6- #7 VERTW/ #3 TIES @ 12" OC

25'-0"

3/4" = 1'-0"

CONC COL

6- #6 VERTW/ #3TIES @ 12" OC

3 S

PA

@ 3

" =

9"

S4.01, S4.02, S5.02, S5.04

6- #6 DOWELS

SEE 9/S5.01 SIMFOR CONC COL TOCONC BM CONNECTION

53/4" = 1'-0" S5.02

UNDIST SOIL

UNDIST SOIL

WP

3'-0"

1 1/2"

SEE 1/S5.03FOR DOWELS TOSLOPED BM

5- #7

3'-0"


#4 STIR@ 12" OC.

TRUSS SUPPORTSEE ESCALATOR MFG DWG

1'-1 3

/16"±

4'-2 3

/16" ±

@ 5

5'-3 3

/8" @

5

NOTE 2

NOTE 1

NOTE 2

NOTE 2

NOTE 1

NOTE 2

VE

RIF

Y W

/E

SC

ALA

TO

R M

FG

NOTE 2

S5.03

CONCRETE DETAILS

8861

REF GEOTECHNICAL REPORT FORPIER CONSTRUCTION.

#3 SPIRAL TIES @ 6" PITCH. (TIES NOTSHOWN).

NOTE 1

NOTE 2

©

6.1 8.1

21

EXISTING PLATFORM

2'-0" LAP

2'-0" LAP

14'-0" EXTENT OF

7'-6" EXTENT

ALL HOOKS SHOWNARE STANDARD HOOKS

3- #6 SIDE BARS@ EACH FACE

4- #7 BOTCONTINUOUS

4- #7 TOP (CONTINUOUS)

S6.01

11

1

NOT TO SCALE

2- #7 TOP (SECOND LAYER)

2- #7 BOT(SECOND LAYER)

S5.021

OF SECOND LAYER

2/S5.02

S5.021

S5.015

S5.019

1/S5.03 (OPP)

S6.01

11

SECOND LAYER

@ A.1 @ F.1

16" Ø FTGSEE 4/S5.03SIM

REINFORCING ELEVATION

NOTE: PROVIDE LAP LOCATIONS ANDLENGTHS PER S0.01. LAPS TO BE PROVIDEDAS REQUIRED FOR CONSTRUCTABILITY

COLUMNSEE 2/S5.03

3"

AT GRID A1

S6.01

11A

AT GRID F1

16" CONC COLSEE 4/S5.03

8 @ 12"

THRU @ 12"

12"THROUGH @ 18"

BEAMS ON GRIDS A1 AND F13 SPA @ 12"3"

(3)- #5 x 7'-0"

11"

3'-6"4 SPA @ 12"

5 SPA. @ 12"

THROUGH @ 18"

8 SPA @ 12"

4 SPA @ 12"

THROUGH @ 18"

4 SPA @ 12"

4 SPA. @ 12"THROUGH @ 18"

DENOTES #4 CLOSED STIRRUPS

COLUMNSEE 2/S5.03

S6.01

11A

AT GRID A1

AT GRID F1

15.1

30° VERIFY

W/ ESCALATOR DWGS

24'-9 5/16"

1'-0"

3'-0"

29'-11 7

/8"

2'-0 1

/8"

10'-4" 51'-1 1/16"

CONCRETE BEAM DIMENSIONS AREBASED ON KONE TRANSIT MASTER140 ESCALATOR. VERIFY DIMENSIONSCONFORM WITH REQUIREMENTS OFACTUAL ESCALATOR USED.

NOTE:

1

S5.04

©

Concrete Details

8862

ESCALATOR @ 11

3/4" CHAMFERTYP

HSS 6x6

L 4x3x3/8"x 1'-3"EACH SIDE

1/4

111 1/2" = 1'-0"

(3)- #6

1'-6"

ELE

V.

VA

RIE

S

NOTE 1

HSS 12x6x1/4" LLV

3'-0

"

4"

WELD PLT1'-2"x1'-6"x1/2" W/(6)- 1/2" DIA x 10" LONGHEADED STUD


1/4"± ADJUSTMENT

1 1

/2"

S2.01, S4.01, S4.02, S5.01, S5.02. S5.04

INSPECTALL WELDS(BM TO HSS)

1'-6

"

1'-2"

2"

2"

CAULK 1/4" GAPCAULK TO MATCHCOLOR OF CONCRETE

CAULK 1/4" GAP

11A NOTED

EXIST STAIR @ 11A

VA

RIE

S

BOT OFESCALATOR@ 11

BOT OF EXISTSTAIR @ 11A

CAULK 1/4"GAP

1 1

/2"

DENOTES SECOND LAYERREINFORCING

THREESIDES

11 1/2" = 1'-0"

NOTE 2 & 5

NOTE 1

21 1/2" = 1'-0"

NOTE 2 & 5

41 1/2" = 1'-0" S4.01, S4.02, S6.02

1/4" CAP ATEND OF ALL OUTLOOKERS

HSS 6x6x1/4" ORHSS 6x6x1/2"SEE ELEVATIONS

CONCRETEBEAM

101 1/2" = 1'-0" S4.01, S4.02

HSS 12x6x1/4" LLV

WELD PLTSEE 11/S6.01

L 4x32

1/2"

CAULK ±1/4" GAP(ALL AROUND)

2 1/

2"

S6.

0111

TYPICAL GRID WELD CONNECTIONS


ROOF DECK & DECK ITEMSOMITTED FOR CLARITY

S4.01, S4.02, S6.02S6.01, S6.02, S6.03

NOTE 4

1/4"

TC-U4 a

1/2' PLATE TO FITINSIDE PROFILE OF THEHSS (USE AS BACKING)


OUTLOOKER

NOTE 3

NOTE 4

NOTE 2 & 5

31 1/2" = 1'-0" S4.01, S4.02, S6.02

1/4" CAP AT END OFALL OUTLOOKERSAND CANTILEVERS


CANTILEVERHSS

NOTE 3

NOTE 4NOTE 2 & 5

CAP PLATE. SEE 2 & 2AON S6.02 FOR SIZEAND WELDING

1/2' PLATE TO FITINSIDE PROFILE OF THEHSS (USE AS BACKING)

HSS 6x6x1/4" ORHSS 6x6x1/2"SEE ELEVATIONS

EXISTCONCRETEBEAM

51 1/2" = 1'-0"

HSS 12x6x1/4" LLV

L 4x3

CAULK ±1/4" GAP(ALL AROUND)

BOTTOM OF EXISTINGCONCRETE BEAM & HSS

BOTTOM OF CONCRETEBEAM BEYOND

HSS 6x6

L 4x3x3/8"x 1'-3"EACH SIDE

1/4

61 1/2" = 1'-0"

NOTE 1

HSS 12x6x1/4" LLV

3'-0"±

4"

1/4"± ADJUSTMENT

S2.01, S4.01, S4.02, S5.01, S5.02. S5.04

INSPECT

CAULK 1/4" GAP. CAULKTO MATCH COLOR OFCONCRETE

CAULK 1/4" GAP

CAULK 1/4"GAP

NOTE 3

NOTE 3

NOTE 3 NOTE 3

NOTE 3

NOTE 3

NOTE 3

S6.016

THREESIDES

EXIST HANDRAIL TO BE REMOVEDAND CONCRETE PATCHED

EXIST PLATFORM

2"

11"

2"

STAINLESS STEELBOLTS & WASHERS

EMBED 8"

EXIST CONCRETE

(4) 1/2" DIAM STAINLESS STEEL ALL THREAD RODS.DRILL HOLE AND SET WITH HILTI HIT HY 150EPOXY ADHESIVE ANCHOR

EXIST PLATFORM

S6.015

EXISTINGPOST

EXISTINGCURB

EXISTINGBOLTS

1'-6"

4" 1 1/2"

2"

3/4" DIAM (HOT DIPGALVANIZED x 11" ALL THREADROD (A36), SET W/ HILTI RE 500EPOXY ANCHOR SYSTEM

4 1/2"x5 1/2"x1/2"PLATE

1/2"

(2) 3/8" PLATES3" APART

1/4

EXTERIOR SIDESEAL WELD INTERIOR SIDE)

EXTERIOR SIDESEAL WELD INSIDESIDE

1/4" BEVEL

1/4

7 SEE ARCH FOR POST LOCATION3/4" = 1'-0"

GUARDRAIL BASE DETAIL

1/4

1

S6.01

SEE ARCHITECTURAL DETAIL 2, SHEET A115FOR GLASS CONNECTION TO STEEL.

TYP. WELDS ARE NOTED BY SECT 1/S6.01UNLESS OTHERWISE NOTED. SEE GENERALNOTES FOR WELD INSPECTION.

ALL STEEL TUBES TO BE HSS 6x6x1/4" UNLESSNOTED OTHERWISE.

VERTICAL TO BE CONTINUOUS EXCEPT ASNOTED FOR TRUSS FABRICATION. SEE DETAIL2/S6.02 AND 2A/S6.02.

VIERENDEEL TRUSSES ARE TO BE SHOPFABRICATED CONTRACTOR MAY BE SELECTOTHER SEGMENT TO BE SHOP FABRICATED

NOTES

1.

2.

3.

©

STEEL DETAILS

4.

5.

8863

SEE ROOF DECK MANUFACTURERFOR STAINLESS STEEL, SELFTAPPING,SELF SEALING SCREWATTACHMENT OF ROOF DECK

ROOF DECK

NOTE 1

SEE NOTE 2FOR WELDSNOT NOTED

SH

OP

WE

LD

TR

US

S E

LE

ME

NTS

1/4

(2) HSS 12x6x1/4"

SEE DECK MFGFOR GUTTER

1/4 EACH END

2'-9"SEE DECK MFG.FOR CLOSURE

11 " = 1'-0" S4.01, S4.02, S4.03, S6.02

NOTE 1


2

ROOF DECK BEYOND

HSS 6x6 BEYOND

SEE PLAN

1/4" CAPAT END OFCANTILEVER HSS

(2) HSS 12"x6"x1/4"SEE 1/S6.02

1/4" CAPAT ENDHSS CANTILEVER

(2) H

SS

12x6

STE

EL T

RU

SS

(S

HO

P W

ELD

TR

US

S)

SE

E 2

A/S

6.0

2

HSS 6x6x1/4"

HSS 6x6x1/4"

OR

SEE DECK MFGFOR CLOSURE

SEE 2A/S6.02TO INDICATE SHOPFABRICATED TRUSS

7 1/2x7 1/2x1/2"CAP PLATE

STE

EL T

RU

SS

(S

HO

P W

ELD

TR

US

S)


STEEL TRUSS (SHOP WELD)

1/4

2AEXTENT OF SHOP FABRICATION FOR TRUSS

SEE 2/S6.02FOR ITEMS NOTSHOWN OR NOTED

SEE NOTE 2FOR WELDS

3

ROOF DECK

STE

EL T

RU

SS

(S

HO

P W

ELD

TR

US

S E

LE

ME

NTS

HSS 6x6BEYOND

HSS 6x6

HSS 6x6

ROOF DECK

(2)- HSS 12x6x1/4"ROOF DECK

VERIFY FAN OPNGOPNG W/ MFG DWGS

L 2 1/2x2 1/2x3/16" AT (4) SIDESSHOP WELD TO HSS 6x3 FRAME(4) SIDES

51 " = 1'-0" S6.02

4 1 " = 1'-0" S3.01

PLAN DETAIL - EXHAUST FAN FRAMING

1

S6.02

TR

US

S

GRIND WELDFLUSH AT THIS SIDE

NOTE 1

TR

US

S -

SH

OP

FA

BR

ICA

TE

D

1

S6.02

FURNISH THESE OUTLOOKERSWITH SHOP FABRICATED TRUSS

1/4" CAP AT ENDOF CANTILEVER

SEE ARCH DETAILFOR CURB

HSS 6x6x1/4"

HSS 6x6x1/4"

HSS 6x6x1/4"

(2)- HSS 12x6x1/4"SEE ABOVE FOR WELDS

HSS 6x6x1/4"

HSS 6x6x1/4"

1/4 EACH END

ROOF DECK

1 " = 1'-0" S4.01, S4.02, S4.03

1 " = 1'-0" S6.02

HSS 12x6 BEYOND

1 " = 1'-0" S4.03, S6.02

G

AOR

G

A

SEE PLAN

OR

G

A

61 " = 1'-0"

SE

E 2

A/S

6.0

2

ROOF DECK

VERIFY FAN OPNGOPNG W/ MFG DWGS

HSS 10x6x1/2" (LLV)BEYOND

L 5x5x1/4" FRAME

91 " = 1'-0" S6.02

81 " = 1'-0"

PLAN DETAIL - EXHAUST FAN FRAMING

SEE ARCH DETAILFOR CURB

HSS 6x6BEYOND

HSS 6x6x1/4"

HSS 6x6x1/4"

ROOF DECK

SEE 1/S6.02

3/16CAP END WITH1/4" PLATE

3/16

B-P1CTYP ALL4 CORNERS

9S6.02

L 5x5 FRAMEVERIFY FRAME OPNGW/ MFG DETAIL

HSS 6x3x3/16"AT (4) SIDES

HSS 6x3x3/16"

3S6.01

4S6.01

5

S6.02

VIE

RE

ND

EE

L T

RU

SS

1

S6.03

1

S6.03

3/16TYP

1

S6.03

1

S6.03

S6.02

STEEL DETAILS

SEE SHEET S6.01 FORDETAIL NOTES






NOTES

1.

2.

3.

4.

5.

8864

©

1

RF DK

SEE GENERAL NOTESON SHEET S0.01

SEE PLAN FOR SIZE

HSS 6x6 STRUTSS

EE

AR

CH

FO

R E

LE

VA

TIO

N

2

RF DK

1 1/2" = 1'-0"

SE

E A

RC

H F

OR

ELE

VA

TIO

N


HSS 6x6x1/4"

2'-0"

24" CONC COLSEE SECT 3/S5.03FOR COLUMN REINF

#3 CIRCULAR TIES

3"

3 @

6"

CHAMFER

(4) 5/8" DIAM ALL THREADWELD TO 12x12x1/2" PLATE

SEE 1/S6.01 FORTYP WELD

1/4TOUCH UP WELDSW/ ZINC RICH PAINT

HSS 6x6 TOHSS 10x8

SEE PLAN

31 1/2" = 1'-0"

RF DK

SE

E A

RC

H F

OR

ELE

VA

TIO

N


HSS 10x8CONTINUOUSOVER COLUMN

S3.01

SEE 2/S6.03FOR ITEMS NOT NOTED

S3.01

1 1/2" = 1'-0" S3.01, S6.03

(AT HSS 10x8 TO WELD PLT)

1/4

1/4

S6.034

S6.034 OPP

SEE 1/S6.01FOR TYP WELD

1

A.2G.1

HSS 6x6CANTILEVER

1/2" CAP PLT

41 1/2" = 1'-0" S3.01, S6.03

PLAN VIEW

10"

24" CONC COL

WELD PLATE(12X12X 1/2")SEE SECT 2/S6.03

24" CONC COLSEE SECT 2/S6.03 & 3/S5.03FOR COLUMN REINF

S6.035

OR

SEE PLAN

S6.035 0PP OR

@ OPP

2.1

A.2 G.1

HSS 6x6CANTILEVER

1/2" CAP PLT

24" CONC COL

WELD PLATE(12X12X 1/2")SEE SECT 2/S6.03

@ OPP

51 1/2" = 1'-0" S3.01, S6.03

S6.03

STEEL DETAILS






NOTES

1.

2.

3.

4.

5.

8865

©


ROOF DECK


1/4

(2) HSS 12x6x1/4"

SEE DECK MFGFOR GUTTER

1/4 EACH END

11 " = 1'-0" S3.01, S4.03

2

TR

US

S

GRIND WELDFLUSH AT THIS SIDE

NOTE 1

FURNISH THIS OUTLOOKERSHOP FABRICATED TO COLUMN

HSS 6x6x1/4"

HSS 6x6x1/4"

1 " = 1'-0" S3.01, S4.03

OR

G

A

17

HSS 12x6x1/2"

18 19 21

Z3

9"

HSS 10x6x1/2"

HSS 6x6x1/4"


2'-9"

SEE DECK MFG.FOR CLOSURE

1/4 EACH END

2A NOTED

2'-6"

HSS 6x6x1/4"

Z3

9"

SEE PLAN FOR SIZE1/4" CAP PLTSHOP WELDED TO COLUMN

1/4" CAP PLTSHOP WELDED TOHSS 6x6

NOTE 2

HSS 6x6x1/4"LOWER 6" @ 2A

HSS 6x6x1/2"


NOTE 1

SEE NOTE 2 & 4FOR WELDSNOT NOTED

SH

OP

WE

LD

TR

US

S E

LE

ME

NTS

2'-9"

TR

US

S -

SH

OP

FA

BR

ICA

TE

D

HSS 6x6x1/4"

HSS 6x6x1/4"

HSS 6x6x1/4"

1/4 EACH END

ROOF DECK

6

1/4 EACH END

ROOF DECK

(2)- HSS 12x6x1/4"SEE 1/S6.04 FOR WELDS

HSS 6x6x1/4"

7

SEE DECK MFG.FOR CLOSURE

Z8

Z9

31 " = 1'-0" S3.01, S4.03

1/4 EACH END

20

1/4 EACH END

HSS 6x6x1/4"

1

S6.04

©

STEEL DETAILS






NOTES

1.

2.

3.

4.

5.

8866

LIGHTING FIXTURE SCHEDULE

TYPE DESCRIPTION VOLTS LAMPS BALLASTINPUT

WATTSREMARKS

A4' STRIP SURFACE MOUNT LINEAR LEDKENALL MODEL # MLHA5-48-F-XX-PP-45L40K-DCC-1-DV

277 LED INTEGRAL 50W CANOPY LIGHTING FIXTURE

BROUGHLYTE VAPORTIGHTPHILLIPS STONCO MODEL # VWXL-11-GC

120 100W INTEGRAL 100W ESCALATOR PIT LIGHTING

NOTES: 1. CONTRACTOR TO SUBMIT ALL LIGHTING FIXTURE PRODUCT DATA TO ARCHITECT FOR APPROVAL. 2. CONTRACTOR TO COORDINATE ALL FIXTURE FINISH, COLOR, LENS TYPE, AND LAM COLORS WITH ARCHITECT.

31'-7 1/2 ± field verify cl of exist column. · new wlk reinf exist wlk saw cut 1" deep...

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