STREET LEVEL - MTA...2020/08/13 · 2 † " 1'-0" 4'-0" MAX STL PLATE, SEE STRUCT DWGS 10. STAIR ID...

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4"

MIN

TYPICAL NOTES

1'-2"

7"

MIN2" CL

8"

NIGHT GREEN

PAINTED WOODLAND

NON PERFORATED RISER

ENTRY POST

DUCTILE IRON 2"

3'-

6"

STEEL TUBE BOTTOM RAIL

THICK STAINLESS

2" x 2" x ‰"

ALIGN

3'-

0"

STAIR SECTION

TYPICAL STREET

"CAUTION YELLOW"

EQUAL. COLOR SHALL BE

BY "SCOFIELD" OR APPROVED

CONCRETE AS MANUFACTURED

INTEGRALLY COLORED

CONCRETE PAD SHALL BE

4'-1" MIN

7"

MA

X

4'-0" O.C. MAX (TYP)

ST STL TUBE POST

2" x 2" x ‰" THICK

TOP RAIL

ST STL TUBE

2" x 2" x ‰" THICK

(CENTER TO CENTER)

BETWEEN BALUSTERS

4" MAX SPACING

2------

5------

0 3 6 12

FTOPEN RISER STAIR SECTION

STREET LEVEL------

1

BENDS (TYP)

MIN. NOT INC. PIPE

JORGE ANDRES DIAZ R.A.

DEGREES

BALUSTERS TURNED 45

SQUARE ST STL TUBE

ƒ" X ƒ" X „" THICK

SEE STRUCT DWGS

STAIR STRINGER,

3------

(TYP)

PLATES AT LANDING

ALUMINUM ALLOY

†" THICK CAST

CL

11"

MIN

1'-0"

LEVEL

MEZZ

FIN FL

COMPLIANT HANDRAIL

ST STL ADA

GREEN. SEE STRUCT DWGS

PLATE, PAINT WOODLAND NIGHT

THREE SIDES, WELD TO STRUCTURAL

3/8" THICK CLOSER PLATE ALL

STRUCT DWGS

EXTEND WEB PLATE, SEE

DWGS (TYP)

STRUCT

PLATE, SEE

STEEL BENT

7"

11"

MA

X

2•

"

1'-0"

4'-0"

MAX

STL PLATE, SEE STRUCT DWGS

STAIR ID TAGS TO BE PROVIDED BY NYCT.10.

SLOPE TREAD 1 % MAXIMUM TO OUTSIDE EDGE (TYP).9.

TACK WELDED TO UNDERSIDE OF RISER.BOTH SIDES, SECURED TO STRUCTURAL PLATE AND CONTINUOUSLY PROVIDE ‚" THK ST STL PLATE WITH CLOSURE PIECE 8.

CONDITION TO MATCH EXISTING FIELD CONDITIONS.FACE PLATE DIMENSIONS BASED ON 7" RISER HEIGHTS: ACTUAL 7.

(BLACK) WITH SLIP RESISTANT SURFACE AT EACH TREAD.EACH STAIR RUN. PROVIDE 2" WIDE INTEGRAL EDGE WARNING STRIP WITH SLIP RESISTANT SURFACE AT TOP AND BOTTOM TREAD OF PROVIDE 2" WIDE INTEGRAL EDGE WARNING STRIP (SAFETY YELLOW) 6.

WILL HAVE 8 STRIPS AT TREADS.A TOTAL OF 4 STRIPS AT TREADS. A STAIR WITH CENTER HANDRAIL (BOTH SIDES). A STAIR WITH AN INTERMEDIATE LANDING WILL HAVE SURFACE AT TOP AND BOTTOM TREAD OF EACH STAIR RUN PROVIDE INTEGRAL SAFETY YELLOW STRIPS WITH SLIP RESISTANT 5.

SOLID RISERS BETWEEN MEZZANINE TO PLATFORM FOR STAIRS.PROVIDE SOLID RISERS BETWEEN LANDING TO MEZZANINE AND 4.

PITTSBURGH PAINT OR EQUAL.RISERS SHALL BE PAINTED GLOSS WOODLAND NIGHT #7009 BY PAINTED WITH SAFETY YELLOW IN COLOR. ALL REMAINING SOLID TOP AND BOTTOM RISERS AT EACH RUN SHALL BE SOLID AND 3.

THE TOP RISER BEFORE LANDING SHALL BE NON-PERFORATED.OF RISERS UP TO LANDING SHALL BE PERFORATED AND SHALL BE NON-PERFORATED AND CLOSED IN BACK. REMAINING FOR STREET STAIRS, THE FIRST TWO BOTTOM RISERS 2.

SEE FINISH SCHEDULE FOR ALL FINISHES AT STAIRS.1.

DWGS

SEE STRUCT

STEEL BEAM, 3"

MIN

2•

"

3--- ---

TREAD (TYP)

12" ALUMINUM

(TYP)

SEE STRUCT DWGS

STEEL SUPPORTS,

11" MIN

1-----

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SLOPE

R:\general\scalia\standard dgn\design build standard details-dwgs\stair typical sections\sheet\mezz to plat typical section - elevation sations.dgn

7"

MA

X

11"

3'-

0"

TREAD (TYP)

ALUMINUM

(TYP)

PLATE AT LANDING

ALUMINUM ALLOY

†" THICK CAST

0 3 6 12

FT

------

1

BENDS (TYP)

MIN. NOT INC. PIPE

STRUCT DWG

STL ANGLE, SEE

PLAT LEVEL

FIN FL

SEALANT

HANDRAIL

ST STL

DWGS

SEE STRUCT

CONC CURB,

ALIGN

GUARDRAIL

ST STL

STL BENT PLATE

FIN FL

LANDING

INTERMEDIATE

FIN FL

MEZZ LEVEL

DWGS

SEE STRUCT

STEEL CHANNEL,

PLATFORM STAIRS

STAIR SECTION

TREAD (TYP)

ALUMINUM ALLOY

†" THICK CAST

YELLOW

RISER, PAINT SAFETY

NON-PERFORATED

BOARD

PAINTED OAK BASE


DWGS

SEE STRUCT

OF STRINGER,

BOTTOM FLANGE

CUT TOP AND

3------

SIM

4 ------

5------

YELLOW

RISER, PAINT SAFETY

NON-PERFORATED

YELLOW

RISER, PAINT SAFETY

NON-PERFORATED

STAIR SECTION

TYPICAL PLATFORM

(TYP)

PLATES AT LANDING

ALUMINUM ALLOY

†" THICK CAST

SEE STRUCT DWGS

STAIR STRINGER,

MATCH EXIST

WALL BASE TO

NIGHT GREEN

PAINTED WOODLAND

NON-PERFORATED RISER

ST STL HANDRAIL

ADA COMPLIANT

MAX

7"

MA

X

11"

MIN(TYP)

PROVIDE BLOCKING

4'-0" O.C. MAX.

BRACKET EVERY

ST STL HANDRAIL

ADA COMPLAINT

FINISH (TYP)

GROOVE WALL

OAK TONGUE AND

(TYP)

OAK TRIM

2•

"

2•

"

(TYP)

SEE STRUCT DWGS

STEEL SUPPORTS,

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3'-

0"

4'-0"

3"

2--- ---

4--- ---

1'-0"

0 4 8 16

IN

0 4 8 16

IN

0 4 8 16

IN

0 2 4 8

IN

0 2 4 8

IN

0 2 4 8

IN

0 2 4 8

IN

TO MEZZ FLOOR

3'-

0"3'-

6"

3"

EQ EQ EQ EQ

MAX 4"

EQ EQ

TO CLOSE CHANNEL

END OF STRINGER

WELD PLATE TO

EQ

MAX 4"

EQEQ

ALUMINUM TREAD

5/8" CAST

45 DEG (TYP)

BALUSTER, ROTATED

ƒ"xƒ" ST STL

45 DEG (TYP)

BALUSTER, ROTATED

ƒ"xƒ" ST STL

45 DEG (TYP)

BALUSTER, ROTATED

ƒ"xƒ" ST STL

BOLTED TO SLAB

SET ON GROUT AND

†" ALUMINUM TREAD

3'-

6"

AF

F

2"

1"

3'-

0"

AF

F

ST STL HANDRAIL PIPE

ST STL BRACKET

CL

T.O. STRINGER

STRUCTURAL DWG

STL STRINGER, SEE

5--- ---

4--- ---

CL

11" MIN

PLASTIC SHIMS.

METALS WITH

DISSIMILAR

ISOLATE FROM

RISER FACE PLATE.

PERFORATED ST STL

SEE STRUCT DWGS

STL STRINGER,

SEE STRUCT DWGS

STL STRINGER,

6--- ---

7--- ---

2--- ---

4--- ---

HANDRAIL (TYP)

1-•" OD ST STL

GUARDRAIL (TYP)

2"x2" ST STL

UPPER LANDING

1

---

MID STAIR

2

---

GUARDRAIL (TYP)

2"x2" ST STL

HANDRAIL (TYP)

1-•" OD ST STL

POST (TYP)

2"x2" ST STL

GUARDRAIL (TYP)

2"x2" ST STL

HANDRAIL (TYP)

1-•" OD ST STL

POST (TYP)

2"x2" ST STL

LOWER LANDING

3

---

STRINGER DETAIL

4

---

TO POSTS (TYP)

STL TUBE WELDED

2"x2"x‰" ST

STL TUBE POST (TYP)

2"x2"x‰" ST

TUBES (TYP)

TO TOP & BOTTOM

BALUSTERS ROTATED

ƒ"xƒ"x„ ST STL

TO POSTS (TYP)

STL PLATE WELDED

8"x3"x…" ST

SOLID STRUCTURE RISER

…" THK BENT STL PLATE

TOP OF STAIR

5

------

STRINGER DETAIL

7

------

C. FERGUSON/ Z. JOSLOW

STL STRINGER

METALS.

FROM DISSIMILAR

RISER. ISOLATE

STRUCTURE

PLATE SOLID

…" THK BENT STL

BOTTOM OF STAIR

6

------

PAINT SAFETY YELLOW.

FACE PLATE.

SOLID ST STL RISER

PAINT SAFETY YELLOW.

FACE PLATE.

SOLID ST STL RISER

1'-0" MIN3"

TO PLATFORM

3"

FROM NOSING

FROM NOSING

CL

3" 3

"

NUT (TYP)

WASHER & CAP

STEEL HEX BOLT,

…" DIA STAINLESS

TO STRINGER

EDGES FLUSH WELDED

STL BAR W/ BEVELED

1•"X1•"X3"H SOLID

EXTENSION

RAILING

RETURN

EXTENSION

RAILING

(TYP)

POST

ST STL

2"x2"

DWGS

SEE STRUCT

STL STRINGER,

BOLT

EXPANSION

DWG C-106

STRUCT

AS PER

CHANNELS

BEAM AND

DWG C-106

STRUCTURAL

SEE

STRUCTURE,

BOLTED TO

STRINGER

STEEL

DWG

STRUCTURAL

SEE

SLAB,

EDGE OF

STRUCTURAL DWG

STL STRINGER, SEE

(TYP)

STL BALUSTERS

ƒ"xƒ" ST

POST (TYP)

2"x2" ST STL

TUBE (TYP)

2"x2" ST STL

TO STRINGER

EDGES FLUSH WELDED

STL BAR W/ BEVELED

1•"X1•"X3"H SOLID

PLATE

ST STL

TO POSTS (TYP)

STL PLATE WELDED

8"x3"x…" ST

STAIR SECTION DETAILS

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STAIR DETAILS

SECTION

IN

0 3 6 12

PORCELAIN TILE TYP.

THICK PLAIN YELLOW

TOP RISER TO RECEIVE 3/8"

TYP.

SEALANT AT JOINT

FLOOR. PROVIDE 1/4"

TREAD WITH FINISHED

ALIGN CAST ALUMINUM

PORCELAIN TILE TYP.

THICK PLAIN YELLOW

TOP RISER TO RECEIVE 3/8"

SECTION

5------

2------

3------

PORCELAIN TILE TYP.

PLAIN YELLOW

RECEIVE 3/8" THICK

BOTTOM RISER TO

REINFORCEMENT DETAILS

FOR CONCRETE STAIR AND

SEE STRUCTURAL DWGS.

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

RISER TYP.

BOTTOM

CL

CL

3" 2"

SEE STAIR PLANS

1 •

"

BOLT HOLE (TYP.)

CENTERLINE OF

SECTION IN

0 1/2 1 2

6------

TYPICAL TREAD & NOSING DETAIL

STRUCTURAL DWGS.

SLAB. SEE

EXISTING CONCRETE SEALANT AT JOINT

FLOOR. PROVIDE 1/4"

TREAD WITH FINISHED

ALIGN CAST ALUMINUM

DETAILS

REINFORCEMENT

STAIR AND

CONCRETE

DWGS. FOR

SEE STRUCT.

EXIST. CONCRETE SLAB

REMOVAL DOWN TO

TREADS/RISERS

CONCRETE

FULL

LEVELED CONCRETE BED

TO BE PUT ON

CAST ALUMINUM TREAD

RISER DETAIL

SECTION

5------

SLOPE

SLOPE

FLOOR TILE TYP. U.O.N.

3/4" THICK GRANITE

PORCELAIN TILE TYP.

PLAIN YELLOW

RECEIVE 3/8" THICK

BOTTOM RISER TO

ALUMINUM TREAD (TYP.)

†" THICK ABRASIVE CAST

ALIGN TREAD WITH BASE)-TYP

LEVELING BED (ADJUST TO

3"

1" 1"

RESISTANT SURFACE TYP.

INTEGRAL EDGE WARNING STRIP WITH SLIP

12" O.C. MAX. (TYP.)

APPROVED EQUAL AT

ANCHOR BOLTS OR

HILTI. HVA ADHESIVE

ST. STEEL 3/8"x4"

SLOPE

TYP.

SLOPE

1/4" SEALANT AT JOINT

WITH FINISHED FLOOR. PROVIDE

ALIGN CAST ALUMINUM TREAD

DWGS.

STRUCTURAL

SLAB. SEE

CONCRETE

EXISTING

SECTION

TOP RISER DETAILSEALANT AT JOINT

FLOOR. PROVIDE 1/4"

TREAD WITH FINISHED

ALIGN CAST ALUMINUM

1------

5------

AT JOINT

PROVIDE 1/4" SEALANT

EXISTING SIDEWALK.

PORCELAIN TILE TYP.

PLAIN YELLOW

RECEIVE 3/8" THICK

TOP RISER TO

RISER TYP.

BOTTOM

1------

SEE STRUCTURAL DWGS.

EXISTING CONCRETE SLAB.

TYP.

TOP RISER

TYP.

1/4" SEALANT

TYP.

1/4" SEALANT

TILE TYP. U.O.N.

GRANITE FLOOR

3/4" THICK

WITH NOSING

ALUMINUM TREAD

ABRASIVE CAST

5/8" THICK

WITH BASE)-TYP

ALIGN TREAD

(ADJUST TO

LEVELING BED

CONCRETE RISER

ATTACHED TO

WIRE MESH

ALIGN

SLOPE

FLOOR TILE TYP. U.O.N.

3/4" THICK GRANITE

BASE)-TYP

TO ALIGN TREAD WITH

LEVELING BED (ADJUST

SURFACE TYP.

SLIP RESISTANT

WARNING STRIP WITH

INTEGRAL EDGE

SLOPE

SLOPE

SLOPE

STAIR DETAIL

STAIR DETAIL

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STAIR TREAD AND RISER DETAILS 1

2" EQ 1'-0"

3•

"

6"

TYP

STAGGERED 6" MAX

CL CL CL

SEE STAIR PLANS

ON BOTH SIDES

‚" SEALANT JT

ALUM TREAD (TYP)

ABRASIVE CAST

1'-0"

TYP

STAGGERED

CL CL

CL

CL

2"

SEE STAIR PLANS

CL CL

EQ

6" MAX

1'-0"

TYP

STAGGERED

2"

CL

ALUM TREAD (TYP)

ABRASIVE CAST

ON BOTH SIDES

‚" SEALANT JT

CL

3•

"

1'-0"

CL TYPSTAGGERED

CL

6"

CL

TREAD PLAN

TOP AND BOTTOM TREAD

1

------

TREAD PLAN

TYPICAL

2

------

0 2 4 8

IN

0 2 4 8

IN

TREAD WIDTH

TREAD WIDTH

2"EQ

SE

E

ST

AIR

PL

AN

S

6" MAX

CL CL

CL CLBELOW

FACE OF RISER

EQ

6" MAX

CL CL

2"

SE

E

ST

AIR

PL

AN

S

CLBELOW

FACE OF RISER

CL

HOLES (TYP)

•" BOLT

HOLES (TYP)

•" BOLT

6--- ---

TR

EA

D

DE

PT

HT

RE

AD

DE

PT

H

MATERIAL (TYP)

WITH BLACK FILLER

STRIP IN TREAD

INTEGRAL SAFETY

(TYP)

FILLER MATERIAL

WITH YELLOW

STRIP IN TREAD

INTEGRAL SAFETY

0 2 4 8

INTREAD PLAN

CENTER RAIL

3

------

6--- --

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CL CL CL

1"

2"

6"

TYP

4" EQ

CL CLCL CL CL

TREAD WIDTH

SEE STAIR PLANS

TR

EA

D

DE

PT

H

SE

E

ST

AIR

PL

AN

S

CL

CL

1'-0"

STAGGERED

TYP

EQ4" 4"

CL4"

EQ EQ

CL

6" MAX 6" MAX

STAGGERED

TYP

1'-0"

STAGGERED

TYP

1'-0"

EQ

3 •

2"

3"

2"

1"

2"

1"

2"

EQ

PAINT

UNDERSIDE & TOP W/ BITUMINUS

MATCH FINISH STAIR TREAD PAINT

WITH ANCHOR BOLT.COLOR TO

FLATBAR ANCHORED TO CONCRETE

…" THK GALVANIZED STEEL

WASHERS & NUTS

ST STL TAMPER PROOF BOLTS,

BOLTED TO STRINGER W/ •" DIA

STEEL STRUCT RISER FLANGE

PAINT SAFETY YELLOW

SOLID RISER

RESISTANCE SURFACE (TYP)

WARNING STRIP WITH SLIP

1" WIDE INTEGRAL EDGE BLACK

MAX ALONG TREAD LENGTH (TYP)

HEAL EDGES AND SPACED 1'-0"

SPACED 2" FROM TREAD NOSE AND

…" COUNTER SUNK ST STL BOLTS

0 1 2 4

IN

STRUCTURAL RISER

TREAD BOLTED TO

†" THICK ALUMINUM

0 1 2 4

IN








FACE

STL AND ST STL RISER

ALUMINIUM TREAD, CARBON

FLASHING BETWEEN

PROVIDE CONCEALED VINYL

RISER FACE PLATE

PERFORATED RISER

12 GAGE ST STL

WASHERS & NUTS




WASHERS & NUTS




PAINT SAFETY YELLOW

SOLID RISER








0 1 2 4

IN

STRUCTURAL RISER

TREAD BOLTED TO

†" THICK ALUMINUM

RISER (TYP)

CARBON STL AND ST STL

BETWEEN ALUMINIUM TREAD,

CONCEALED VINYL FLASHING

FINISH FLOOR

STRUCTURAL RISER

TREAD BOLTED TO

†" THICK ALUMINUM

SELANT

SECTION DETAIL

AT STREET STAIR ONLYPERFORATED RISER

2

---

RISER (TYP)




RISER (TYP)




MEZZ F.F.

BOLTS, WASHERS & NUTS

W/ •" DIA ST STL TAMPER PROOF

RISER FLANGE BOLTED TO STRINGER

NON-PERFORATED STEEL STRUCT








FACE

STL AND ST STL RISER

ALUMINIUM TREAD, CARBON

FLASHING BETWEEN

PROVIDE CONCEALED VINYL








PAINT SAFETY YELLOW

SOLID RISER

STREET F.F.

CONCRETE SLAB

SECTION DETAIL

AT BOTTOM RISER

3

---

SECTION DETAIL

TOP RISER AT STREET STAIR

1

------

SECTION DETAIL

TOP RISER AT PLATFORM STAIR

4

---

SECTION DETAIL

TYP NON-PERFORATED RISER

5

---

VARIES

SUBSTRATE

EXIST

BED

MOTAR

THINSET

DWGS

SEE STRUCT

STL PLATE,

DWGS

SEE STRUCT

ANGLE,

ST STL

STRUCT DWGS

EXTEND WEB PLATE, SEE

FINISH FLOOR

SELANT

PLAT F.F.

RISER (TYP)




0 1 2 4

IN

0 1 2 4

IN

NOTES

HOT-DIPPED GALVANIZED STEEL, TYP.

RELATED STRUCT BRACKETS AND SUPPORTS TO BE

ALL STRUCTURAL BENT PLATE RISERS, STRUCT "T", AND 1

BED

MOTAR

THINSET

STRUCTURAL RISER

TREAD BOLTED TO

†" THICK ALUMINUM



DWGS

SEE STRUCT

EXIST BEAM,

---

---

0 1 2 4

INSECTION DETAIL

TYPICAL TREAD

6

------

2„

"

1"

•"

1"

1•

"

†"

2" •"

1†

"

DETAILS (TYP)

CONNECTION

SIZE PER

SCREW HOLES AND

COUNTER SINK ALL

3/4"

3•"

1" 2"

STRUCT DWGS

GREEN. SEE

WOODLAND NIGHT

PLATE, PAINT

STRUCTURAL

WELD TO

ALL THREE SIDES,

CLOSER PLATE

3/8" THICK

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CL CL

CL

CL



1

------

BENT PLATE ISOMETRIC DETAIL

AT TOP AND BOTOM/STRUCTURAL RISER (NTS)

2 BENT PLATE ISOMETRIC DETAIL

AT OPEN STRUCTURAL RISER (NTS)

3

AT OPEN STRUCTURAL RISER (NTS) 0 2 4 8

IN

EQ

EQ

5ƒ

"

(S

EE

EL

EV)

VA

RIE

S

…"

12" MAX

2ƒ"

EQ

3•"

EQ

SEE STAIR PLANS3•

"

EQ

3•"

EQ

2ƒ"

2•" E

A SID

E

VA

RIE

SE

QE

Q

ƒ" EA SIDE

5ƒ

"

ƒ" EA SIDE

5ƒ

"2•" E

A SID

E

5ƒ

"

VA

RIE

S

EQ

EQ

7"

MA

X

…"12" MAX

UNLESS OTHERWISE NOTED

RISER PLATE, TYP FOR ALL RISERS

…" THICK BENT STL PLATE STRUCT

SLOTTED HOLES (TYP)

STRUCTURAL RISERS

FACE PLATE FOR

SINGLE SPAN RISER

12 GAUGE ST STL

SCREWS, TYP

‰" FLAT HEAD

‚" DIA HOLE FOR

AT PERFORATED RISERS ONLY

WITH ‰" GRID SPACING, TYP

ƒ"W X •"H PERFORATIONS VARIES

RISERS; NO. OF OPENINGS

PLATE FOR PERFORATED

ON STRUCTURAL BENT

OUTLINE OF OPENINGS

TREAD WIDTH

SEE STAIR PLANS

‚" 3" EQ 4" MIN

TYP

EQ EQ

TYP

4" MIN 4" MIN

TYP

EQ 3" ‚"

•"

VA

RIE

S

SE

E

NO

TE

S

•"

2"12" MAX

TYP

12" MAX

TYP

2"

3‚

"

ƒ"

‰"

•"

------

------

BENT PLATE ELEVATION

3"

3"

SLOTTED HOLES (TYP)

RISER PLATE, TYP

…" THICK BENT STL PLATE STRUCT

RISERS SAFETY YELLOW

PAINT TOP & BOTTOM

3•"

31-OCT-2019 15:50 u6263g4PRINT AS OF

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ARCHITECTURE


00/00/0000

(MINIMUM)

12"

TOTAL OF

TO BE A

EXTENSION

HORIZONTAL NOSING BELOW

EDGE OF STAIR

LINE OF WALL

VARIES

VA

RIE

S

1 1/2"

CL

EA

R

HORIZ EXTENSION

STAIR TREAD

3'-

0"

TO FLOOR

HANDRAIL

RETURN

TO WALL

RETURN HANDRAIL

1•

"

NOSING BELOW

EDGE OF STAIR

HORIZ EXTENSION

BEND

MINIMUM EXCLUDING

12" HORIZONTAL

3'-

0"

3'-

0"

TO WALL

RETURN HANDRAIL

TOP OF STAIR LANDING

LINE OF STAIR

EXTENSION

HORIZ

STAIR

BASE OF

4"

CONC SLAB

EXTENDED INTO

HANDRAIL PIPE

NOSING

EDGE OF

TAKEN FROM

DISTANCE

HORIZONTAL

2"

2"

3"

RETURN

EXCLUDING BEND

12" HORIZONTAL MINIMUM

HANDRAIL

PORTION OF

RADIUSED

EXCLUDES

EXTENSION

HORIZONTAL

12" (MIN)

11" (MIN)

11" (MIN) AT BOTTOM OF STAIR

12" (MIN) AT TOP OF STAIR

DWG (TYP)

TO STRUCTURAL

FOR SIZE REFER

STAIR STRINGER

TREAD (TYP)

FACE OF CAST ALUMINUM

FACE OF RISER (TYP)

STL PIPE RAILING

CENTER LINE OF ST

ANCHOR BOLT

LONG SLEEVE

ST STL …" X 3"

11" (MIN) AT BOTT OF STAIR

12" (MIN) AT TOP OF STAIR

EXTENSION

HORIZ

12" (MIN)

JULIUS BLUM

MODEL #211 AS MF'D BY

COVER FLANGE ST STL

CONC FLOOR

HANDRAIL RETURN---

2HANDRAIL DETAIL---

1

TYP AT FLOOR TYP AT FLOOR ---

3 HANDRAIL RETURN DETAIL

0 1 2 4

IN

---

4

PLAN

0 6 12 24

IN

0 6 12 24

IN

0 6 12 24

IN

---

0 6 12 24

IN

5

---

6

---

10 HANDRAIL RETURN

AT GUARDRAIL POST (NTS)---

9 HANDRAIL RETURN

PLAN DETAIL (NTS)---

8 HANDRAIL RETURN

BRACKET

HANDRAIL

ST STLEXTENSION

HORIZ

BRACKET AND PLATE

HANDRAIL @ CORNERCONTINUOUS ST STL

ELEVATED STRUCTURE (NTS)

AT ENTRY POST FOR

C.L. OF POST TYP

---

---

---

---

---

--- ---

--- ---

3--- ---

STL TUBE TOP RAIL

2"x2"x‚" THICK ST

GUARDRAIL POST

APPROVED EQUAL

WAGNER COMPANIES OR

MANUFACTURED BY THE

CUT FLANGE 710 AS

TACK WELD TO POST -

OF STAIR

WALL AT TOP

STAIR TREAD

TOP EDGE OF

PLATE

ESCUTCHEON

ST STL

BEND

MINIMUM EXCLUDING

11" HORIZONTAL

HANDRAIL

ST STL

ST STL HANDRAIL

ST STL HANDRAIL

ST STL HANDRAILCL

EXTENSIONHANDRAIL

STRINGER

STAIR

LINE OF

VARIES

TUBE

EXTENSION

---

7 HANDRAIL 2

IN

0 11/2---

AND PLATE

AT BRACKET

WELDED TO SUBSTRATE

Š" THICK ST STL PLATE BOLTED OR

WELDED END CAP, W/ NO. 4 FINISH.

BE 3" SCHED 40 ST STL PIPE W/

LINE OF STAIR. EXTENSION TUBE TO

WHERE WALL SURFACE DEVIATES FROM

REQUIRED TO SUPPORT HANDRAIL

PROVIDE EXTENSION TUBE(S) AS

1•"

1 •

"

HANDRAIL INSTALLATION NOTES

HANDRAIL DETAILS

COURTNEY FERGUSON

SURFACE

WALL OR GUARDRAIL

LINE OF ADJACENT

W/ NO. 4 FINISH

(1.66 O.D.) ST. STL. PIPE

1 ‚" I.D. SCHEDULE 40

WAGNER COMPANIES

MODEL #MB3301P AS MF'D BY THE

ST STL SELF-ALIGNING BRACKET

EPOXY GROUT

& FILLED WITH

INTO CONC SLAB

CORE DRILLED

POST HOLE

MIN

MIN

APPROVED EQUAL

WAGNER COMPANIES OR

MANUFACTURED BY THE

CUT FLANGE 710 AS

TACK WELD TO POST -

DRAWING NOT USED

BUILDING CODE AND "AMERICANS WITH DISABILITIES ACT."

ALL WORK SHALL BE IN COMPLIANCE WITH THE NEW YORK STATE 10

AT BOTTOM OF STAIR PROVIDE END CAP BY JULIUS BLUM MODEL NO. 2779

FASTENED TO THE WALL WITH A ST STL PLATE.

EXTENSIONS BEYOND 4" TO BE FABRICATED FROM A ST STL TUBE 8

HANDRAIL.

BRACKET No.222 FOR EXTENSIONS UP TO 4" FROM WALL TO CENTER OF

MATCHING 1" DIAMETER POST BRACKET EXTENSIONS SHALL BE USED WITH 7

USED. THIS BRACKET HAS NO PLATE.

THAN THE 3" PLATE OF THE BRACKET, POST BRACKET No.222 MAY BE

AT LOCATIONS WHERE BRACKET IS FASTENED TO AN ELEMENT NARROWER 6

USED WHERE THE HANDRAIL IS ADJACENT TO A SOLID WALL SURFACE.

BRACKET MODEL 221 HAS A 3" DIAMETER WALL PLATE AND SHALL BE 5

REINFORCEMENT AT LOCATION RECEIVING WALL BRACKET.

WHEN RETURNING HANDRAIL TO WALL; PROVIDE BLOCKING OR SIMILAR 4

WALL IS ADJACENT AT TOP OR BOTTOM.

RETURN HANDRAIL TO NEAREST WALL OR DIRECTLY TO FLOOR IF NO 3

O.C. AT GIRDERS)

INSTALL BRACKETS OR POSTS AT 4'-0" O.C. MAXIMUM. (INSTALL @ 2'-0" 2

SCHEDULE 40 (1.66 O.D.) ST STL PIPE W/ No. 4 FINISH.

UNLESS OTHERWISE NOTED, ALL HANDRAILS TO BE 1 ‚" I.D. NOM1

01-NOV-2019 14:56 u6263g4PRINT AS OF

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R:\general\scalia\standard dgn\design build standard details-dwgs\stair handrail\sheets\6sta-a-714-handrail dtls.dgn

FIN. FLOOR

PLATE

ST. STL. BASE

C.L. OF POST

3'-

0"

1'-

6"

3'-

0"

PIPE (TYP)

ST. STL. HANDRAIL

FIN. FLOOR

PLATE

ST. STL. BASE

C.L. OF POST

FINISH (TYP.)

STL. PIPE WITH No.4

SCHEDULE 40 ST.

11#4" I.D. NOM.,

EXTENSIONS TO BE

HANDRAILS AND

GUARDRAILS,

3'-

0"

1'-0"

STEEL HANDRAIL

1‚" I.D. NOM. ST.

POST EVERY 4'-0" O.C. MAX.

STAINLESS STEEL HANDRAIL

FLOOR MOUNTED HANDRAIL POST

1‚" I.D. NOM. ST. STL.

CENTER HANDRAIL IN

0 6 12 24

1'-0"

3'-

0"

STEEL HANDRAIL

1‚" I.D. NOM. ST.

POST EVERY 4'-0" O.C. MAX.

STAINLESS STEEL HANDRAIL

FLOOR MOUNTED HANDRAIL POST

1‚" I.D. NOM. ST. STL.

11"

HANDRAIL EXTENSION

HORIZ. RAILING

INTERMEDIATE

EXCLUDING BEND

12" HORIZ. MINIMUM

EXTENSION

HORIZ.

1'-

6"

3"

AT PLATFORM CONC. SLAB AT CENTER CONC. STAIRAT CENTER STL. STAIR

PLATE

ST. STL. BASE

FLOOR

FIN.

HANDRAIL RETURN HANDRAIL RETURN

CENTER AT STL. STAIRAT CONC. FLOOR

IN

0 1 2 4

IN

0 1 2 4

JULIUS BLUM

MODEL #211 AS MF'D BY

COVER FLANGE ST. STL. MF'D BY JULIUS BLUM

STL. MODEL #211 AS

COVER FLANGE ST. No.4 FINISH (TYP.)

40 ST. STL. PIPE WITH

1‚" I.D. NOM., SCHEDULE

AND EXTENSIONS TO BE

GUARDRAILS, HANDRAILS

BEVELED EDGE

PLATE W/

ST. STL. BASE

5" DIA. Š" THK.

BASE PLATE

WELDED TO

PIPE SLEEVE

6" HIGH ST STL.

BEVELED EDGE

PLATE W/

ST. STL. BASE

5" DIA. Š" THK.

No.4 FINISH (TYP.)

40 ST. STL. PIPE WITH

1‚" I.D. NOM., SCHEDULE

AND EXTENSIONS TO BE

GUARDRAILS, HANDRAILS

AROUND PERIMETER

(TYP.) EQUALLY SPACED

NUTS AND WASHERS

DIA. ST. STL. BOLTS W/

TAMPER RESISTANT …"

4 (FOUR) COUNTERSUNK

AROUND PERIMETER

EQUALLY SPACED

ANCHOR BOLTS (TYP.)

DIA. ST. STL. EPOXY

TAMPER RESISTANT …"

4 (FOUR) COUNTERSUNK

HANDRAIL RETURN

AT STAIR 0 3 6 12

IN

5------

SET SCREW

RESISTANT

TAMPER

ST. STL.

FIN. FLOOR

4------

FINISH (TYP.)

STL. PIPE WITH No.4

SCHEDULE 40 ST.

11#4" I.D. NOM.,

EXTENSIONS TO BE

HANDRAILS AND

GUARDRAILS,

PIPE (TYP)

ST. STL. HANDRAIL

STAIR CENTER HANDRAIL DETAILS

4"

6"

3"

5"

5"

3"

6"

1" 1"

4" MAX

11"

EXCLUDING BEND

MINIMUM

BEND

EXCLUDING

MINIMUM

HORIZ.

3'-

0"

MA

X

2'-

3"

MA

X

SINGLE HANDRAIL

CENTER HANDRAIL IN

0 6 12 24

1------ DOUBLE HANDRAIL

2------

3------

3------

3------

TOP TREAD

BEND

EXCLUDING

EXTENSION

HORIZONTAL

TREAD

BOTTOM

BEND

EXCLUDING

EXTENSION

6------

DOUBLE CENTER HANDRAIL

TOP AND BOTTOM

4" MAX

POST

HANDRAIL

MOUNTED

FLOOR

STL.

NOM. ST.

1‚" I.D.

21-NOV-2019 16:04 u6263g4PRINT AS OF

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R:\general\scalia\standard dgn\design build standard details-dwgs\stair handrail\sheets\a37117_a173stairctrhandraildet.dgn

12" MIN 11" MIN3" BEND 3" BEND

34 Street

321

Penn Station

Subway

34 Street

321

Penn Station

K1-NB

K1-SP

K1-LAK1-SP

K1-IP

K1-CP

K1-IP

K1-CPK1-IPK1-IP

K1-IP

K1-SP

K1-SP

K1-NC

K1-LB

K1-LA K1-IP K1-IP K1-NC

K1-SPK1-CPK1-SP

K1-LAK1-SP

K1-IPK1-CP

K1-IPK1-SP

K1-NC

K1-EP1

K1-LAK1-SP

K1-IPK1-CP

K1-IPK1-SP

K1-LB

K1-EP1

K1-NBK1-NA

1 1

*

& SPECS

K1-RC-C RAILING CAP C 1 1 1

K1-RC-B RAILING CAP B 1 2 2

442RAILING CAP AK1-RC-A

K1-SC-C 1 1 1

221K1-SC-B

K1-SC-A 2 4 4

111BALUSTRADE CK1-B-C

221BALUSTRADE BK1-B-B

442BALUSTRADE AK1-B-A

K1-AP-C APRON C 1 1 1

K1-AP-B APRON B 1 2 2

K1-AP-A APRON A 2 4 4

RAILING TWO SIDES

RAILING ONE SIDE

* *

1

* AS REQUIREDVENTK1-V

REMARKSK1-3B

QTY

K1-3AK1-2PARTDESCRIPTIONLABEL

PARTSYMBOL

LIGHT FIXTURE

LIGHT FIXTURE

HANDRAIL ONLY

RAILING ONE SIDE

RAILING TWO SIDES

2

-

-

-

2

4

22

4

1

1

-

1

11

1

1

1

-

2

2LIGHT FIXTUREK1-LF

K1-IP

NEWEL POST C

NEWEL POST B

NEWEL POST A

LAMP POST B

LAMP POST A

K1-N-C

K1-N-B

K1-N-A

K1-L-B

K1-L-A

K1-EP END PANEL

K1-CP CENTER PANEL

K1-SP SIDE PANEL

LEGEND FOR K1 TYPE DIAGRAMS:

SEE LIGHTING DWG.S

SEE LIGHTING DWG.S

K1 TYPE ENTRANCE RAILING PART INVENTORY

TYPE DIAGRAMS

ENTRANCE RAILING

K1-IP

K1-RC-C

K1-IP

K1-L-B

K1-SP K1-CP K1-SP

VARIES VARIES

K1-AP-C

K1-L-B

K1-RC-A

K1-SP K1-CP K1-SP

K1-IPK1-SC-A

K1-B-A K1-AP-A

K1-RC-B

K1-B-B

K1-AP-B

K1-IP

K1-V

K1-SC-A

K1-L-B

K1-RC-A

K1-B-A

K1-AP-A

K1-L-B

K1-RC-C

K1-AP-C

6"

6"

75"

MA

XIM

UM

DNDN DN

NOTE:

(TYP.)(POST AND PANEL DETAILS SEE DRAWING A-2 FOR ENLARGED

K1-EP1

COMPONENTS

ELECTRICAL

POST

INTERMEDIATE

CHANNEL A

STEEL

CHANNEL B

STEEL

CHANNEL C

STEEL

K1-3A/3B ONLY

K1-3A: 3-SIDED

TYPE "A"

K1-3B: 3-SIDED

TYPE "B"

K1-2: 2-SIDED FT

0 2 4 8

FT

0 2 4 8

FT

0 2 4 8

END ELEVATION SIDE ELEVATION

741

END ELEVATION PLAN

1'-4"

VARIESVARIES

RAIL

URBAN PANEL

&2K1-EP1

1041

0 1 2 4

FT

0 1 2 4

FT

0 1 2 4

FT

0 1 2 4

FT

4'-6"

841

K1-N-CK1-N-B/

RC, TYP.)(UNDERNEATH K1-SC-C

(TYP.)SIDEWALK

PANEL (N.I.C.)30"x51" SIGNAGE

K1-SC-B

PANEL (N.I.C.)15"x51" SIGNAGE

EXISTING OR BY OTHERS (TYP.)STAIRS. RAILINGS AND CURB

K1-3B ONLYK1-LA LAMPPOST AT

AS REQUIREDADDITIONAL K1-SP

K1-N-CK1-N-B/

BY OTHERST.A. STANDARD CABLE BARRIER

BY OTHERSBRAILLE SIGN

PANEL BY OTHERS30"x51" SIGNAGE

REQUIRED (TYP.)BALUSTERS AS

(TYP.)SIDEWALK

ALL ENTRANCESK1-LA LAMPPOST AT AT K1-3A ONLY

K1-LB LAMPPOST

IN

EL

EV

ATIO

N 4

OV

ER 7

5"

US

E

DE

SIG

N

AS

SH

OW

N

RC, TYP.UNDERNEATH K1-SC-C

K1-EP2DRAWINGS FOR K1-EP1 AND

SEE URBAN PANEL

OUTLINE OF URBAN PANEL

(TYP.)BY OTHERS CURB EXIST. OR

VARIES6" VARIES 6"

TYP.

MAX. 75"

OVER 75"

RAILINGS

OF "K1" TYPE ENTRANCE

ELEVATIONS, PLANS AND DIAGRAMS

4'-8•"

4'-8•"

1------

2------

3------

4------

5------

9------

4------

6------

5------

7------

6------

R:\general\scalia\standard dgn\design build standard details-dwgs\k railing details\harsha\sheets\a36842_a1k1sheet1.dgn 01-NOV-2019 16:22 u6263g4PRINT AS OF

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DEPARTMENT OF

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CHECKED BY

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ARCHITECTURE

0

RAILING TWO SIDES

RAILING ONE SIDE

KEY PLAN OF NEWEL & LAMP POST ELEVATIONS

REMARKSPART

DESCRIPTIONLABEL

PARTSYMBOL

LIGHT FIXTURE

LIGHT FIXTURE

HANDRAIL ONLY

RAILING ONE SIDE

NEWEL POST B

NEWEL POST A

LAMP POST B

LAMP POST A

K1-NB

K1-NA

K1-LB

K1-LA7

6

5

K1-NC NEWEL POST C RAILING TWO SIDES

6

7

7 SIM.

2

1

2

5

6 SIM.

1

1 SIM.

3

4

4

3

1 SIM.

2

SIM. SIM.

SIM.

OPP. HAND

SIZE OF SIDE PANELS & END PANELS SHOWN ARE LARGEST STANDARD SIZE.

PANELS WILL BE TRIMMED OR MADE SHORTER FOR MOST APPLICATIONS.

IF AMOUNT TO TRIM IS LESS THAN 5 1/2" PER SIDE PANEL,

(I.E. LESS THAN 11" FROM OVERALL LENGTH), TRIM EQUALLY FROM BOTH ENDS.

B. IF AMOUNT TO TRIM IS EQUAL TO OR GREATER THAN 5 1/2"

(I.E. MORE THAN 11" FROM OVERALL LENGTH), TRIM OFF ONE (1) BALUSTER

I.E. 19" TO BE TRIMMED. TRIM OFF THREE (3) BALUSTERS, OR 16 1/2".

NOW 2 1/2" REMAINS TO BE TRIMMED. TRIM 1 1/4" FROM BOTH ENDS.

TRIM OFF EITHER END AS REQUIRED.

A.

TRIMMING INSTRUCTIONS

LUG FOR CABLE BARRIER



3 SIM.

SIDE PANELS

END PANELSC

K1-RC-C

K1-SC-C

BY OTHERS

RAILING

K1-NC ONLY

K1-NC ONLY

PHOTOCELL- ONE

PER ENTRANCE

6"

7"

K1-IP ONLY

K1-IP ONLY

SEPARATE RAILING CAP RC-BSHOWN FOR COORD. ONLY

K1-SC-C

K1-B-B

C.I. VENT AS REQ'DK1-AP-B

K1-SC-A

K1-AP-A

K1-B-A

HANDOPP.

TO BE TRIMMED EQUALLY BOTH ENDS.

FOR EVERY 5•". ANY REMAINING AMOUNT IS

BY OTHERS

•"

•"

1'-3"EQ. EQ.

1'-

2†

"3"

0•" 4'-3" 0•"

1'-

4"

•" •"

2'-

6ƒ

"

•"

5" 5'-5"

6'-3"

5"

•"

0•

"8"

0•

"

1•"

3'-

4•

"

5"

1"

3"

2"

3'-

6‡

"1„

"ƒ

"

ƒ"

2'-

10ƒ

"

ELEVATION OF END PANEL (EP)

ELEVATION OF SIDE PANEL (SP)ELEVATION OF CENTER PANEL (CP)

LAMPPOST

ELEV. OF

LAMPPOST

ELEV. OF

LAMPPOST

ELEV. OF

8"

0•

"

3'-

4•

"

3"

SIM.

1•"1•"

0•

"

2'-

6ƒ

"0•

"8"

0•

"

3'-

4•

"

3"

5'-5"

0ƒ

"

0ƒ

"

0ƒ

"

IN

0 6 12 24

(TYP.)

MIN. 3 PER SIDE

MAX. 24" O.C.

FASTENER HOLE-

(TYP.)

SCREW CONNECTION

IN

0 6 12 24

IN

0 6 12 24

INTERMEDIATE POSTS (TYP.)

ANGLE FOR FASTENING TO

1•"x1•"x‚"x1" STEEL CLIP

BAR (SIM. @ TOP BAR)

1" x •" STEEL BOTTOM

BALUSTER (TYP.)

ƒ" SQ. STEEL

DRILLED AS SHOWN

BOLT HOLES TO BE

BALUSTER (TYP.)

ƒ" SQUARE STEEL

FINISHED LENGTH

AFTER PANEL IS CUT TO

BOLT HOLES TO BE DRILLED

LINE OF K1-RC-A

2" STEEL CHANNEL

7'-

6•

"

DIMENSIONS

FOR TYPICAL

SEE 6/A-2

DIMENSIONS

FOR TYPICAL

SEE 6/A-2

BY OTHERS

BRAILLE SIGN

3" X 8"

LA, LB LA, LB LA

NA, NB, NC NA, NB, NC NA, NB, NC NA, NB

DIMENSIONS

FOR TYPICAL

SEE 10/A-2

(TYP.)ACCESS PANEL

DIMENSIONS

FOR TYPICAL

SEE 10/A-2

PANEL ACCESS

DIMENSIONS

FOR TYPICAL

SEE 10/A-2

0 6 12 24

IN

NEWEL POST NEWEL POST NEWEL POST NEWEL POST

3'-

7•

"

5"

2'-

9ƒ

"

3'-

4•

"3"

2"

1"

1"

5"

7"

5"

6"

BALUSTRADE TO STEEL CH. TYP.

STEEL FASTENER CONNECTING

TO SC TYP. MIN. 3 PER SIDE

TO ATTACH RAILING CAP

HOLE FOR FASTENER

LENGTH

IS CUT TO FINISHED

DRILLED AFTER PANEL

BOLT HOLES TO BE

ONLY

K1-LB

ONLY

K1-LB

ONLY

K1-LB

(TYP.)

PANEL

ACCESS

ONLY

K1-LB

RAILINGS


ELEVATIONS AND DIAGRAMS

ACTUAL

30"x51"

SIGN PANEL

ACTUAL

15"x51"

SIGN PANEL

4'-

6" T

O

SID

EW

AL

K

BY OTHERSL OF SIGN

CLEAR

3‡" CLEAR

3‡"3‡" CLEAR

EQ.

3‡" CLEAR

EQ.

CLEAR

3‡"

EQ.

CLEAR

3‡"

EQ.

4------

5------

6------

7------

6------

8------

9------

10------

1------

11------

2------

2------

3------

4------

5------

6------

1------

7------

9------

2------

3------

7------

8------

7------


REVISION

REVISION


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MANAGEMENT

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DEPARTMENT OF

DESIGNED BY

CHECKED BY

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Transit Authority

ARCHITECTURE

0

CL

RAILING CAP

APRON

CAST IRON SLEEVE

RAILING CAP RC-B

BOTTOM BAR

SCREW CONNECTION

COUNTERSUNK

SEE LIGHTING DWGS.

CAST IRON APRON AP-A

ƒ" BASE CAST ON POST

SCREW CONNECTION

COUNTERSUNK

BALUSTRADE B-B

RAILING CAP, TYP.

3" VENT PIPING

BY OTHERS

OPEN

1" X •" TOP BAR

1" X •" STEEL

ƒ" CONDUIT (TYP.) -

(T

YPIC

AL)

STEEL CHANNEL SC-A

STEEL TOP BAR

STEEL CLIP ANGLE TOP BARBALUSTER WELDED TOƒ" SQUARE STEEL CHANNEL

2" X 1" STEEL

TOP BAR1" X •" STEEL

1"

CLEAR3‡"

3"

4"

•"

…"

6†"

1‡

"

…"

1‰"

…"

ƒ"

STL. CHAN

SECTION THRU

STL. CHAN

SECTION THRU

ELEV. OF POST

ELEV. OF POST

533

8"

ƒ"

11" O.C.TOP BAR @IN CHANNEL ANDPROVIDE WEEP HOLESAT LUG AND CHANNELBOLT CONNECTION

LUGCAST IRON

RAILING CAP

ƒ"

8"

ƒ"

8"

3"

ƒ"

1„

"

7"

6"

RAILINGS - 1


SECTION AND ELEVATION DETAILS

ƒ"

3"

2"

5"

1"

7'-

6•

"

3"

3"

•"

•"

1'-

4"

4" 4"4"

2"

@ BALUSTER @ LUG

0 3 6 12

IN

0 3 6 12

IN

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

0 3 6 12

IN

0 3 6 12

IN

0 3 6 12

IN

3'-

4•

"

1'-

4"

1'-

2†

"

2'-

7ƒ

"

3'-

7•

"

N.I.C.(TYP.)•" ANCHOR BOLTS

PANEL BY OTHERSENAMEL SIGN PORCELAIN


WELDINGGALVANIZED AFTER ASSEMBLY TO BECOMPLETE BALUSTER BOTTOM BARS (TYP.) - WELDED TO TOP AND 3/4" X 3/4" BALUSTERS

WELDINGGALVANIZED AFTER ASSEMBLY TO BECOMPLETE BALUSTER BOTTOM BARS (TYP.) - WELDED TO TOP AND 3/4" X 3/4" BALUSTERS

BALUSTRADE B-A

(T

YPIC

AL)

2'-

7ƒ

"

3'-

7•

"

(T

YPIC

AL)

3'-

7•

"

APRON & LUGBOLT THRU

11" O.C.

& TOP BAR @

CHANNEL

WEEP HOLES IN

BAR- PROVIDE

TYP. @ TOP

CONNECTION

SCREW

0 3 6 12

IN

3'-

6‡

"2'-

10ƒ

"

SECTION THRU LAMPPOST

SECTION THRU SIGN PANEL

5"

1"

CL

BALUSTER (TYP.)

5"

ƒ"

2'-

7ƒ

"

3'-

7•

"

1…"

LLC C

(TYP.)BALUSTER

BARSTEEL TOP

2"

1"

1"

3"

4" 4"

3"

(TYP.)TOP BAR @ 11" O.C. IN CHANNEL ATPROVIDE WEEP HOLESCREW AT BALUSTERCOUNTERSUNK

BOTTOM BAR•" x 1" STEEL


SECTION THRU SIDE PANEL SECTION THRU SIDE PANEL SECTION THRU SIDE PANEL

4

6------

7------

8------

9------

1------

4------

2------

3------

3------

4------

5------ 5

------


REVISION

REVISION


DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

†" HOLE (TYP.)

„" RADIUS (TYP.)

LINE OF COPING WALL

BY OTHERS (TYP.)

VENT PIPE

BY OTHERS

ƒ" CONDUITLUG

EQ. 2ƒ" EQ.

EQ.

EQ.

†" HOLE (TYP.)

PANEL

ACCESS

AS REQUIRED

BALUSTER(S)

SEE DWG. L-1

PHOTOCELL

GLOBE ABOVE

LINE OF BASE FOR

BY OTHERS

BRAILLE SIGN

3ƒ" AT TOP

7"

7"

1"

6"

1"

ƒ"

3" 6" 3"

2"

5"

7"

1‚

"4•

"1‚

"

4•

"ƒ

"

3"

6"3"

6"

6"

6"

7"

VARIES - MAX 4"

SECTION THRU POST SECTION THRU POST SECTION THRU POST LAMPPOST SHAFT

SECTION THRU

LAMPPOST TOP

SECTION THRU

SECTION THRU POST AND SIGN PANELSECTION THRU INTERMEDIATE POST AND VENT

POST AND VENT PANEL

SECTION THRU INTERMEDIATE

ELEV. OF ACCESS PANEL

5"

7"

1‚

"4•

"1‚

"

3ƒ

"

AT

TO

P

LOCATIONS)

BOTTOM AT SIGN

POST (TOP AND

TUBE WELDED TO

CAST IRON TRIANGLE

(2) ˆ" TH. x 7ƒ" H

4•"ƒ" ƒ"

4•

"ƒ

"ƒ

" 2"

2"

4•

"ƒ

"ƒ

"

7"

6"

5"•" •"

6"

5"

•"

•"

5"

•"

•"

6"

5"

•"

•"

6"

NEWEL POST

PLAN OF TOP

OF CORNER POST

SECTION THRU BASE

RAILINGS - 2



BASE "A" AT TOP RAIL

BASE "B"

BASE "B"

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

3•" AT BOTTOM

3•

"

AT

BO

TT

OM

5ƒ"

SEE DWG. L-1

HOLES

…" SCREW

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

3"

OTHERS

PANEL BY

ENAMEL SIGN

PORCELAIN

W/OUT BALUSTERS

(TYP.)

‚" STEEL SCREW†" HOLE

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

2"

4ƒ

"E

Q.

EQ.

†" 4ƒ" †"

•" •"

ƒ"

1"

5"

(TYP.)

FASTENERS

STEEL

5"

6"

(TYP.)

BALUSTER

(TYP.)

SCREW

FLAT HEAD

PANELACCESS

5

6------

1------

2------

3------

4------

5------

8------

11------

10------

9------

7------


REVISION

REVISION


DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

A E

Canal St Station

C

Subway

1 1

*

& SPECS

KA-RC-C RAILING CAP C 1 1 1

KA-RC-B RAILING CAP B 1 2 2

442RAILING CAP AKA-RC-A

KA-SC-C 1 1 1

221KA-SC-B

KA-SC-A 2 4 4

111BALUSTRADE CKA-B-C

221BALUSTRADE BKA-B-B

442BALUSTRADE AKA-B-A

KA-AP-C APRON C 1 1 1

KA-AP-B APRON B 1 2 2

KA-AP-A APRON A 2 4 4

RAILING TWO SIDES

RAILING ONE SIDE

* *

1

* AS REQUIREDVENTKA-V

REMARKSKA-3B

QTY

KA-3AKA-2PART

DESCRIPTIONLABELPART

SYMBOL

LIGHT FIXTURE

LIGHT FIXTURE

HANDRAIL ONLY

RAILING ONE SIDE

RAILING TWO SIDES

2

-

-

-

2

4

22

4

1

1

-

1

11

1

1

1

-

2

2LIGHT FIXTUREKA-LF

KA-IP

NEWEL POST C

NEWEL POST B

NEWEL POST A

LAMP POST B

LAMP POST A

KA-N-C

KA-N-B

KA-N-A

KA-L-B

KA-L-A

SEE LIGHTING DWG.S

SEE LIGHTING DWG.S

A E

Canal St Station

C

KA-LBKA-SP

KA-IPKA-CPKA-SP

KA-IPKA-LA

KA-NB KA-IP

KA-SP KA-CP

KA-IP

KA-SP

KA-NC

KA-LA KA-IPKA-SP KA-CP

KA-IPKA-SP

KA-LB

KA-EP1

KA-NBKA-NA

KA-L-A

KA-SP KA-CP KA-SP

VARIES VARIES

KA-IP

JOINTKA-RC-A

KA-SC-A

KA-RC-A

KA-SC-A

KA-AP-A KA-B-A KA-AP-B

KA-AP-A

KA-B-A

KA-L-B

KA-IP

JOINT

KA-N-B/KA-N-C

KA-AP-C

AT KA-3B ONLY

KA-L-A LAMPPOST

JOINT

JOINT

KA-L-B

KA-SC-A

KA-V, AS REQUIRED

KA-RC-B

KA-SC-B

KA-RC-A

KA-SC-A

KA-AP-A KA-B-A KA-AP-B

KA-B-B

JOINT

KA-IP

JOINT

KA-IP

KA-RC-A

KA-AP-A

KA-B-A

JOINT

KA-3A/3B ONLY

DN DN

NOTE:

KA-LA KA-IPKA-SP KA-CP

KA-IPKA-SP

KA-NC

KA-NC

KA-SP

KA-IP

KA-CPKA-SP

KA-IPKA-LA

DN KA-EP1

KA-EP

1 AND 2

KA-RC-CKA-SC-C

KA-L-B

COMPONENTS

ELECTRICAL

POST

INTERMEDIATE

CHANNEL A

STEEL

CHANNEL B

STEEL

CHANNEL C

STEEL

KA-N-CKA-N-B/

AS REQUIREDADDITIONAL KA-SP


6" VARIES 4'-6" VARIES 6"

KA-3A: 3-SIDED

TYPE "A"

KA-3B: 3-SIDED

TYPE "B"

KA-2: 2-SIDED FT

0 2 4 8

FT

0 2 4 8

FT

0 2 4 8

SIDE ELEVATIONEND ELEVATION

END ELEVATION PLAN

KA-EP1

TYPE DIAGRAMS

ENTRANCE RAILING

KA-SP SIDE PANEL

KA-CP CENTER PANEL

KA-EP END PANEL

RAIL

URBAN PANEL

KA-SP

VARIES

KA-SP

VARIES

KA-CP

0 1 2 4

FT

0 1 2 4

FT

4'-6" 4'-6"

OTHERSPANEL BY SIGNAGE24" x 51"

(TYP.)SIDEWALK

PANEL BY OTHERS 15"x 51" SIGNAGE

0 1 2 4

FT

0 1 2 4

FT

OUTLINE OF URBAN PANEL

DRAWING FOR KA-EP1 AND KA-EP2SEE URBAN PANEL

TYP.)RC-C, (UNDERNEATH

EXISTING OR BY OTHERS (TYP.)

STAIRS, RAILING AND CURB

PANEL BY OTHERS24" x 51" SIGNAGE

BY OTHERSCABLE BARRIERTA STANDARD

ALL ENTRANCESKA-L-A LAMPPOST

MAX. 75"

75"

MA

XIM

UM

6"

6"

IN

EL

EV

ATIO

N 4

OV

ER 7

5"

US

E

DE

SIG

N

AS

SH

OW

N

OVER 75"

1'-4"

TYP.

LEGEND FOR KA TYPE DIAGRAMS:

KA TYPE ENTRANCE RAILING PART INVENTORY

TYP.OTHERS OR BY EXISTING CURB

SIDEWALK (TYP.)

REQ'D. (TYP.)BALUSTERS AS

AT KA-3A ONLY

KA-L-B LAMPPOST

JOINT

RAILINGS

OF "KA" TYPE ENTRANCE

ELEVATIONS, PLANS AND DIAGRAMS

6

6------

7------

5------

4------

5------

6------

4------

9------

7------

2------

1------

10------

1------

2------

3------

8------

(TYP.)(POST AND PANEL DETAILS SEE ENLARGED

R:\general\scalia\standard dgn\design build standard details-dwgs\k railing details\harsha\sheets\a36842_a5kasheet1.dgn 01-NOV-2019 16:24 u6263g4PRINT AS OF

REVISION

REVISION


DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

RAILING TWO SIDES

RAILING ONE SIDE

KEY PLAN OF NEWEL & LAMP POST ELEVATIONS

REMARKSPART

DESCRIPTIONLABEL

PARTSYMBOL

LIGHT FIXTURE

LIGHT FIXTURE

HANDRAIL ONLY

RAILING ONE SIDE

NEWEL POST B

NEWEL POST A

LAMP POST B

LAMP POST A

KA-NB

KA-NA

KA-LB

KA-LA7

6

5

KA-NC NEWEL POST C RAILING TWO SIDES

6

7

7 SIM.

2

1

2

5

6 SIM.

1

1 SIM.

3

4

4

3

1 SIM.

2

SIM. SIM.

SIM.

OPP. HAND




3 SIM.

C.I. VENT AS REQ'D

ALIG

N

KA-NB ONLY

KA-NB ONLY

"HORSESHOE"

KA-RC-C

KA-SC-C

KA-AP-C

KA-B-B

KA-RC-B

KA-SC-B

KA-AP-B

LINE OF KA-RC-A

C

9ƒ

" SCREW CONNECTION (TYP.)

(TYP.)

†" HOLE TYP.

3•

"3•

"

LUG WITH HOLE

2" STEEL CHANNEL

ƒ" SQ. STEEL BALUSTER‚"

1'-

4"

1"

2'-

10•

"

8ƒ

"

HANDOPP.

ONLY

KA-LB

PANEL

ACCESS

UPPER

ONLY

KA-LB

2'-

10•

"

5"

2"

2"

3ƒ

"

‚"

1•"

6'-3"

2"

5"1‚"

1•"

•"

1•" 1•"

5"

‚" ‚"

4•"

2†

"

7'-

6•

"

=4"

R

=4"

R

1"

3'-

6"

2'-

5‚

"10•

"ƒ

"•

"

2'-

10•

"ƒ

"

ELEVATION OF SIDE PANEL (SP)ELEVATION OF CENTER PANEL (CP)

LAMPPOST

ELEV. OF

LAMPPOST

ELEV. OF

LAMPPOST

ELEV. OF

CURVED BALUSTER

TYP. DETAIL OF

SIM.

1"

2"

5'-5"

•"

2'-

10•

"ƒ

"

1•

"

6"3"

1•

"

RAILINGS


ELEVATIONS AND DIAGRAMS

•"

10•

"ƒ

"

1•

"1•

"

2'-

10•

"

IN

0 6 12 24

2'-

0ƒ

"

2'-

0ƒ

"

IN

0 6 12 24

MIN. 3 PER SIDE

MAX 24" O.C.

FASTENER HOLE-

FINISHED LENGTH

AFTER PANEL IS CUT TO

BOLT HOLES TO BE DRILLED

4'-3•"1‚"

EQ.1'-6"EQ.

OF BALUSTER

SIDE RAIL

SHOWN FOR COORD. ONLY

LINE OF RC

TO INT. POST (TYP.)

CLIP ANGLE FOR FASTENING

1•" x 1•" x ‚" x 1" STEELSEE DET 6 THIS SHEET

ƒ" SQ. STEEL BALUSTER

(TYP.)

BALUSTRADE TO STEEL CHANNEL

STEEL FASTENER CONNECTING

1•"

1"

2'-

10•

"

5'-4•"

(SIM. AT TOP BAR)

BOTTOM BAR

1" x •" STEEL

LENGTH

CUT TO FINISHED

DRILLED AFTER PANEL IS

BOLT HOLES TO BE

MIN. 3 PER SIDE

CAP TO SC (TYP.) -

TO ATTACH RAILING

HOLE FOR FASTENER

EN

TA

SIS

BY OTHERS

BRAILLE SIGN

3" x 8"

BY OTHERS

L OF SIGN

ONLY

KA-LB

ONLY

KA-LB

DIMENSIONS

FOR TYPICAL

SEE 9/A-6

PANEL

ACCESS

NEWEL POST NEWEL POST NEWEL POST NEWEL POST

NA, NB, NCNA, NB, NC NA, NB, NC NA, NB

0 6 12 24

IN

LA, LB LA, LB LA

DIMENSIONS

FOR TYPICAL

SEE 9/A-6

(TYP.)

MEETS POST

WHERE RAILING

NO PATTERN

DIMENSIONS

FOR TYPICAL

SEE 13/A-6

PANEL

ACCESS

UPPER

PANEL

ACCESS

LOWER

DIMENSIONS

FOR TYPICAL

SEE 13/A-6

DIMENSIONS

FOR TYPICAL

SEE 13/A-6

286

ONLY

KA-NB

INT. POST INT. POST

2•"

3"

6"

0 3 6 12

IN

PICKETADJACENT CLEAR TO 3‡" MAX.

3‚

"3'-

7†

"3'-

5"

6"

1•

"1•

"3"

DRILLED AS SHOWN

BOLT HOLES TO BE

MAX.TYP.

3‡"

9ƒ

"

2"

2"

3ƒ

"

9ƒ

"

2"

3ƒ

"2"

2"

ELEVATION OF END PANEL (EP) IN

0 6 12 24

ONLY

KA-NB

BY OTHERS

ACTUAL

24"x51"

SIGN PANELBY OTHERS

ACTUAL

15"x51"

SIGN PANEL

7

4'-

6" T

O

SID

EW

AL

K

7------

8------

6------ 1

------

9------

11------

10------

11------

12------

13------

6------

5------

3------

4-----

12------

4------

5------

6------

1------

9------

2------

7------

8------

3------

7------


REVISION

REVISION


DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

LUG

LINE OF JOINT

LINE OF KA-RC-B

LINE OF KA-RC-A

RAILING CAP, TYP.

WEEP HOLE-

3 PER PANEL

LUG

TYP. @ BALUSTER

SCREW CONNECTION

COUNTERSUNKCOUNTERSUNK

CAST IRON VENT

AS REQUIRED

3" VENT PIPING

SCREW CONNECTION

BOTTOM BAR

SCREW CONNECTION

1" x •" TOP BAR

CONNECTING BALUSTRADE

(T

YP.)

(TYP.)

1" x •" STEEL

PANEL

CHANNEL (TYP.)3 PER

RAILING CAP TO STEEL

SCREWS CONNECTING

STEEL COUNTERSUNK

COUNTERSUNK BOLTS

3 PER RAIL

TO CHANNEL-(TYP.)

CAST IRON APRON

1•" HOLES FOR WIRING

NEWEL POSTMOUNTING LUG ON ƒ

"

6"

•"

…"

1‡

"•

"

4•"

ƒ"

6†"

4†"

3…"

6"

•"

6•"

ƒ"

2ƒ"

1"

…"

1•" 1‚"1‚"

2•"

POST AND HANDRAIL

ELEV. OF INTERM.

LUG SECTION

RAILING CAP AND

CAP SECTION

TYPICAL RAILING

•"

10•

"ƒ

"

2†

"3‚

"

2ƒ"

4"

LUG

CHANNEL

TOP BAR

‚" BETWEEN BOTTOM

1" x •" STEEL

CHANNELBOTTOM OF STEEL

CHANNEL

‚" BETWEEN BOTTOM


2" X 1" STEEL 2" X 1" STEEL

OF HORSESHOE ANDOF HORSESHOE AND

1"

2'-

0ƒ

"9ƒ

"

2'-

10•

"1•

"

1"

3'-

0"

11‚

"1'-

4"

8ƒ

"

2ƒ"

0 3 6 12

IN

IN

0 1 2 4

BAR @ 11" O.C.

IN CHANNEL & TOP

PROVIDE WEEP HOLE

TYP. @ BALUSTER.

SCREW CONNECTION

LUG

CHANNEL

TOP BAR

‚" BETWEEN BOTTOM

1" x •" STEEL


2" X 1" STEEL

OF HORSESHOE AND

BAR @ 11" O.C.

IN CHANNEL & TOP

PROVIDE WEEP HOLE

TYP. @ BALUSTER.

SCREW CONNECTION WIRINGCONDUIT FOR

OTHERS.

SIGNAGE BY

MOUNT SIGNAGE.

SCREW TO

COUNTERSUNK

TO TOP BAR

BALUSTER WELDED

ƒ" SQ. STEEL

TO TOP BAR

BALUSTER WELDED

ƒ" SQ. STEEL

IN

0 1 2 4

IN

0 1 2 4

0 3 6 12

IN

0 3 6 12

IN

AND POST

ELEV. OF HANDRAIL

LAMPPOST

SECTION THRU

SECTION THRU SIDE PANEL

0 3 6 12

IN


0 3 6 12

IN


IN

0 1 2 4

SECTION THRU LAMPPOST

BY OTHERS

3'-

7†

"3'-

5"

(TYP.)PATTERN RELIEF ˆ" DEEP

RAILINGS - 1



4"

2ƒ"

4"

2ƒ"

OTHERS SIGN PANEL BYPORCELAIN ENAMEL

OTHERS SIGN PANEL BYPORCELAIN ENAMEL

1"

2'-

0ƒ

"9ƒ

"

2'-

10•

"1•

"

2ƒ"2ƒ"

4"

4"

4"

6'-

6ƒ

"

7'-

6•

"

AFTER WELDING

BALUSTER ASSEMBLY

(TYP. ) COMPLETE

AND BOTTOM BAR

WELDED TO TOP

ƒ" x ƒ" BALUSTERS

AFTER WELDING

BALUSTER ASSEMBLY

(TYP. ) COMPLETE

AND BOTTOM BAR

WELDED TO TOP

ƒ" x ƒ" BALUSTERS

8

6------

7------

8------

9------

1------

7------

2------

4------

3------

5------

4------

5------

5------


REVISION

REVISION


DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

BALUSTER

LINE OF COPING WALL

BY OTHERS (TYP.)

OPENING FOR

CONDUIT

OTHERS

LUG

VENT HOUSING

BY OTHERS

VENT PIPE

PHOTOCELL

VENT LOUVER

ƒ" CONDUIT

„" RADIUS (TYP.)

†" HOLE (TYP.)

VARIES

STEEL

(TYP.)

FASTENERS

AS REQUIREDBALUSTER(S)

AS REQUIREDVENT BY OTHERS

6•

"

‚"

4"6•"4"

2" 2"6"‚"

…"

1•

"1•

"

7•"

2•"

3"

‚"

4"

3•"‚"

‚"

6•"

4•

"

5"

‚"

LAMPPOST SHAFT

SECTION THRU

LAMPPOST TOP

SECTION THRU

SECTION THRU POST BASE SECTION THRU POST SHAFT SHAFT AT TOP RAIL

SECTION THRU POST

OF CORNER POST

SECTION THRU BASE

NEWEL POST

PLAN OF TOP

POST AND SIGN PANEL

SECTION THRU INTERMEDIATE

LOWER ACCESS PANEL

ELEVATION OF

RAILINGS - 2



‚"

2" 2"

3•

"

‚"

6"

‚"

‚"6"‚"

‚"

6"

‚"

6•"

2•"

7•"

6•

"

‚"6"‚"

MAX. 4" W/OUT BALUSTERS

1•" 1•"

6•

"

‚"

6"

‚"

‚"6"

‚"

‚"

6"

‚"

6"‚" ‚"

6"

‚"

‚"

1"1"

6"

3…"

SECTION THRU POST AND SIGN PANEL

•"

ƒ"

10•

"

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

4•"

4•

"

IN

0 1 2 4

BASE "B" IN

0 1 2 4

3"

IN

0 1 2 4

1•

"

HOLES FOR WIRE CHASEINTERMEDIATE POST W/

CHASEHOLLOW APRON FOR WIRE

SIGN BY OTHERSPORCELAIN ENAMEL

(TYP.)†" HOLE

BASE "B" IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

IN

0 1 2 4

UPPER ACCESS PANEL

ELEVATION OF

PLATEHANDHOLEUPPER


BOXJUNCTION

PLATELOWER HANDHOLE

‚" STEEL SCREWS (TYP.)

NEWEL POSTHOLES THROUGH 2 1•" DIA. WIRE

SIGN BYENAMEL PORCELAIN

FOR WIRE CHASEHOLLOW APRON

5ƒ"

EXISTINGTO CONFORM TOHOLE PATTERNGLOBE ABOVE-LINE OF BASE FOR

1•

"3•

"

6•

"

6•

"

IN

0 1 2 4

POST AND VENT

INTERMEDIATE

SECTION THRU

DWG L-1REF. TOHOLE (TYP.)…" SCREW

9

9------

10------

11------

12------

8------

5------

4------

3------

2------

1------

6------

7------


REVISION

REVISION


DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

ƒ" CONDUIT

PHOTOCELL

FLUSH MOUNTED

PLATE

HANDHOLE

KEYSLOT IN PLASTIC

COMPRESSION GASKET

(TYP)

KEYSLOT

SET SCREW BELOW

THREADED TAMPERPROOF

PORCELAIN SOCKET 3

ƒ"

8'-

2‚

"

5ƒ"

1"

11'-

0"

1'-

2•

"†

"

ST

RAIG

HT

SH

AF

TT

AP

ER

ED

SH

AF

T

7ƒ"

9"

3'-

1„

"

HANDHOLE

PHOTOCELL

JUNCTION BOX

1'-4"

SIDEWALK

WHITE HEMISPHERE

7"

1‡

"5

‡"

CAST IRON LAMPPOST

LINE OF CAST IRON

LAMPPOST BELOW

FLAT ON WHITE

POLYCARBONATE

HEMISPHERE

‚" SCREW HOLE

(TYP.)

NOTES :

CONC. BASE WITH •" BEVEL (TYP.)

POLYCARBONATE HEMISPHERE

INTEGRALLY COLORED

4•

"

AND THROUGH REVIEW OF EXISTING TA DOCUMENTS, AND AS DIRECTED BY THE ENGINEER

CONTRACTOR SHALL SURVEY EXISTING CONDITIONS OF OTHER SIMILAR TA ENTRY POST IN PLACE

1. CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL DESIGN OF ENTRY POST AND ATTACHMENTS.

INCLUDED AS PART OF THE ENTRY POST SHOP DRAWING SUBMISSION FOR APPROVAL BY THE ENGINEER.

(SIZE AND NUMBER) SHALL BE SEALED BY A LICENSED PROFESSIONAL ENGINEER AND SHALL BE

LOADS. ALL DESIGN CALCULATIONS INCLUDING POST BASE LOADS, ANCHOR BOLT REQUIREMENT

21" ABOVE THE ROADWAY AND ACTING SIMULTANEOUSLY WITH WIND LOAD AND OTHER DESIGN

PERFORMANCE CRITERIA. LATERAL LOAD SHALL BE A MINIMUM OF 2500 LBS. APPLIED AT LEAST

2. CONTRACTOR TO VERIFY THAT ENTRY POST DESIGN MEETS N.Y.S. BUILDING CODE STRUCTURAL

PLANS, SECTIONS AND DETAILS

ILLUMINATED ENTRY POST

SEE ELECTRICAL DWG.ELECTRICAL WIRING

SLEEVE BY OTHERS

TUBE MOUNTING

7" x 7" x •" STEEL

STEEL SOCKET BRIDGE

(TYP.)

DIVIDER RING TO BE BRUSHED ALUMINUM.

AND EXTERIOR SURFACES

CAST ALUMINUM RING DIVIDER

STEEL SOCKET BRIDGE

HEMISPHERE

TRANSLUCENT WHITE POLYCARBONATE

IS IN CLOSE POSITION

TO GLOBE WHEN KEYSLOT

FITTING APPLIES PRESSURE

COMPRESSION KEYSLOT

5 ‡" BOLT PATTERN

DIAMETER

POLYCARBONATE

UV RESISTANT

INTEGRALLY COLORED

16" DIA X „" TH.

…"

6†"

1‡

"

•"

•"

•"

7ƒ"

9"

ƒ"

ƒ"

SECTION THRU LAMP

OF KEYSLOTS

PLAN DETAIL

SECTION DETAILS

ENTRY POST ELEVATIONCROSS SECTION

ENTRY POST

GLOBE BASE

SECTION @

HAND HOLE

SECTION @

SHAFT

SECTION @

SHAFT

SECTION @

1-2ƒ

"

8'-

2‚

"1'-

2•

"

IN

0 6 12 24

IN

0 6 12 24

0 3 6 12

IN

5'-

1„

"5•

"

1'-

2ƒ

"

SEE ELECTRICAL DWGS.

FOR WIRING DETAIL

MOUNTING SLEEVE BY OTHERS

7" x 7" x •" STEEL TUBE

SCREWS (TYP.) BY OTHERS

STEEL FLATHEAD MOUNTING

PROVIDE HOLES FOR …" - ‚ 16

OTHERS

BOLTS AND SUPPORT BY

POST BASE ANCHOR

BY OTHERS

GROUNDING BUSHING ELECTRICAL DRAWINGS

PANEL BY OTHERS. SEE

CONDUIT TO LIGHTING

OTHERS

CONDUIT STUB BY

SECTION @ BASE

5ƒ"

3…"

5‚"

7ƒ" †"†"

9"

7ƒ" †"†"

9"

JUNCTION BOX

11"

9"

1'-1"

FOR ADJUSTMENT

‰" GAP AT ALL SIDES

TOP SURFACE OF FOOTING

1" SEMI-ROUND DRAINAGE AT

SCREWS BY OTHERS

STEEL FLATHEAD MOUNTING

HOLES FOR …"- ‚ 16

5ƒ"

0 3 6 12

IN

0 3 6 12

IN

FLATHEAD MOUNTING SCREWS BY OTHERS

PROVIDE HOLES FOR …" - ‚ 16 STEEL

0 3 6 12

IN

(TYP)

PATTERN

RECESSED

3ƒ

"

†"

…"

5ƒ"

4•

"

10

LAMP, SEE ELECTRICAL DWGS.

LAMP, SEE ELECTRICAL DWGS.

2------

3------

4------

5------

6------

A------

1------

8------

9------

7------

8------

7------

1------

2------

3------

9------

4------

5------

9------

6------

R:\general\scalia\standard dgn\design build standard details-dwgs\k railing details\harsha\sheets\a36842_a9kpost.dgn 01-NOV-2019 16:25 u6263g4PRINT AS OF

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DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

9'-

4"

1'-

6"

5'-

2†

"2'-

7‹

"

5'-

0"

1ƒ

"•

"

2"

3Š

"ƒ

"†

"

2‰" ‚"

1"

2"

10†

"

R2"

…"

‡"

…"

8…

"

1'-

6"

7"

1"

R3ˆ

"

1"

4•

"

R0•"

1‚

"1"

2ƒ

"1'-

6ƒ

"

1‚

"

ƒ"

‚"

•"

ƒ"

9•

"

1"

1Ž"

‡"

1•

"

1•"

2"

1"

1"

3ƒ

"3•

"1"

3"

3"

3" 3"

4•

"1'-

9"

2'-0"

4•

"

3"

R†"

1"

1‚

"…

"

2"

INLET CAP

COVER AND

INTAKE LOUVER.

2•

"1'-

4"

2•

"

2•" 1'-7" 2•"

6"

9"

CL CL

NEOPRENE JOINT

2'-

6"

„"

‚"ƒ"

‚"

•"

‡"

OF GRILLE OPENINGS

TYPICAL DIMENSION

GRILLE

REMOVABLE

‚" STAMPED

LINE

CURB

CROWN IS PITCHED

•" PER FOOT

9‚"

2ƒ"1"

4‡

"

9†

"

1'-0†"

7„"

4„

"

3"

3"

R=2•"

R•"

2"

R=1ƒ

"

TAPERED BASE

(WORKING PT.)

TOP OF STANCHION

(WORKING PT.)

TOP OF VENT

(WORKING PT)

TOP OF BASE

(WORKING PT)

TOP OF BASE

(WORKING PT.)

TOP OF VENT

(WORKING PT.)

TOP OF STANCHION

MIN. 2'-0"

SEE EXIST.

LOCATION

1"

WALK

SIDE

IRT/BMT VENT POST DETAILS

CAST IRON

VENT COVER

CAST IRON POST

CAST IRON

LOUVER PANEL

TOP OF 3" DIA. GALV.

VENT PIPE 5'-0" ABOVE

SIDEWALK LEVELWORKING

PT. BY OTHERS

3" PLUMBING VENT

BY OTHERS

CAST IRON

LOUVER PANEL

ROOM BY OTHERS

PIPE FROM TOILET

4"x12" VENTILATION

(WORKING PT)

TOP OF CURB

3" PLUMBING FRESH

AIR INTAKE BY OTHERS

LOUVERS (TYP.)

16 STEEL

SUPPORTS BY OTHERS

ANCHORBOLTS AND

POST BASE

3" PLUMBING FRESH

AIR INTAKE BY OTHERS

STEEL VENT

4"x12"

OF POST (TYP.)

TO MATCH FINISH

STEEL TAP SCREWS

TAMPER RESISTANT

TOP OF

MOUNTING FLANGE

WORKING PT.)

0 3 6 12

IN

0 6 12 24

IN

VENT POST ELEVATION

ELEVATION OPP. CURB

IN

0 6 12 24

VENT POST ELEVATION

IN

0 6 12 24

TYP. SIDE ELEV

IN

0 6 12 24

VENT POST SECTION

MODELS FOR FABRICATION.

POSTS. CONTRACTOR MAY USE EXISTING POSTS AS

DESIGN IS BASED ON EXISTING HISTORIC VENT3.

APPROVAL BY THE ENGINEER.

PART OF THE VENT POST SHOP DRAWING SUBMISSION FOR

PROFESSIONAL ENGINEER AND SHALL BE INCLUDED AS

AND NUMBER) SHALL BE SEALED BY A LICENSED

POST BASE LOADS, ANCHOR BOLT REQUIREMENT (SIZE

DESIGN LOADS. ALL DESIGN CALCULATIONS INCLUDING

ACTING SIMULTANEOUSLY WITH WIND LOAD AND OTHER

LBS. APPLIED AT LEAST 21" ABOVE THE ROADWAY AND

CRITERIA. LATERAL LOAD SHALL BE A MINIMUM OF 2500

MEETS N.Y.C. BUILDING CODE STRUCTURAL PERFORMANCE

CONTRACTOR TO VERIFY THAT VENT POST DESIGN 2.

AND FABRICATION OF VENT POST.

CONTRACTOR IS RESPONSIBLE FOR DESIGN1.

NOTES

COMPOSITE SECTION/ELEVATION

UPPER LOUVER

SECTION @

LOWER LOUVER

SECTION @

SECTION @ SHAFT

SECTION @ SHAFT

SECTION @ BASE

13

A------

B------

1------

C------

6------

A------

B------

5------

4------

2------

3------

6------

5------

4------

3------

2------

1------

R:\general\scalia\standard dgn\design build standard details-dwgs\k railing details\harsha\sheets\a36842_a12vent-bmt.dgn 01-NOV-2019 16:25 u6263g4PRINT AS OF

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REVISION


DRAWN BY

APPROVED BY

DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

1'-3"

2"

1'-8"

2"

2"

1'-

8"

2'-10"

3•" 3•"

10"

TYP.

10'-

2"

5'-

0"

3"

LINE

CURB

(WORKING PT)

TOP OF CURB

(WORKING PT.)

TOP OF VENT

(WORKING PT.)

TOP OF STANCHION

2"

1"

(WORKING PT.)

TOP OF BASE

AS REQUIRED

FRESH AIR INLET PIPE

LOUVER COMPARTMENT FOR

CAST IRON LOUVERS

MIN. 2'-0"

+-1'-

8•

"+

ƒ"

•"

•"

…"

DETAILS

IND VENT POST

CAST IRON

VENT COVER

CAST IRON POST

CAST IRON

LOUVER PANEL

3" PLUMBING

VENT PIPE

BY OTHERS

CAST IRON

LOUVER PANEL

ROOM BY OTHERS

PIPE FROM TOILET

8" VENTILATION

SEPARATION

AIR TIGHT

TOP OF 3" DIA.

VENT PIPE 5'-0" ABOVE

SIDEWALK LEVEL

WORKING PT.

BY OTHERS

BY OTHERS

FROM TOILET ROOMS

3" PLUMBING VENT

PIPE STUB - BY OTHERS

8" TOILET VENTILATION

BY OTHERS

AND SUPPORTS

ANCHOR BOLTS

POST BASE

BASE PLATE

1" THICK

OTHERS

SUPPORTS BY

ANCHORBOLTS AND

POST BASE

TOP OF MOUNTING

FLANGE (WORKING PT.)

1'-

9•

"±+

MODELS FOR FABRICATION.

POSTS. CONTRACTOR MAY USE EXISTING POSTS AS

DESIGN IS BASED ON EXISTING HISTORIC VENT3.

APPROVAL BY THE ENGINEER.

PART OF THE VENT POST SHOP DRAWING SUBMISSION FOR

PROFESSIONAL ENGINEER AND SHALL BE INCLUDED AS

AND NUMBER) SHALL BE SEALED BY A LICENSED

POST BASE LOADS, ANCHOR BOLT REQUIREMENT (SIZE

DESIGN LOADS. ALL DESIGN CALCULATIONS INCLUDING

ACTING SIMULTANEOUSLY WITH WIND LOAD AND OTHER

LBS. APPLIED AT LEAST 21" ABOVE THE ROADWAY AND

CRITERIA. LATERAL LOAD SHALL BE A MINIMUM OF 2500

MEETS N.Y.C. BUILDING CODE STRUCTURAL PERFORMANCE

CONTRACTOR TO VERIFY THAT VENT POST DESIGN 2.

AND FABRICATION OF VENT POST.

CONTRACTOR IS RESPONSIBLE FOR DESIGN1.

NOTES

VENT POST ELEVATION

ELEVATION OPP. CURB

IN

0 6 12 24

VENT POST ELEVATION

IN

0 6 12 24

TYP. SIDE ELEV

IN

0 6 12 24

VENT POST SECTION

0 3 6 12

IN

COMPOSITE SECTION/ELEVATION

0 6 12 24

INSECTION @ BASE

LOWER LOUVER

SECTION @

SECTION @ SHAFT

UPPER LOUVER

SECTION @

PLAN

3" DIA. FRESH

AIR INTAKE

BY OTHERS

14

A------

B------

6------

4------

5------

2------

1------

3------

1------

C------

6------

B------

4------

A------

5------

2------

3------

R:\general\scalia\standard dgn\design build standard details-dwgs\k railing details\harsha\sheets\a36842_a13vent-ind.dgn 01-NOV-2019 16:26 u6263g4PRINT AS OF

REVISION

REVISION


DRAWN BY

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DATE :

DRAWING NO.

MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

0

R=21„"

R=12…"

R=29"

0

WELDED TO BASE PLATESEXTERNAL SLIP FLANGE

WELD

(EXCEPT 3" @ GATE)


(EXCEPT 3-5/16" @ GATE)

WELD

„" THICK TUBE

L

SEE TYPES

COUNTERSUNK HOLESENDS W/ PRE DRILLED‚" X 1" FLAT BAR AT

FLANGEEXTERNAL SLIP

FOR EXPANSION BOLT•" CLEARANCE HOLE

FLOORLINE OF FINISH

R=2

3†"

R=23†"

SYSTEM STAINLESS STEEL RAILING

AGENT OPERATOR GATE STOP DETAIL

C OF EXP BOLTS

SYSTEM STAINLESS STEEL RAILING

NTS

PLAN OF RAILING

NTS

NTS

DETAIL OF WAVE PATTERN

NTS

CONNECTION DETAILHIGH RAILING/CEILING

ƒ" 3…" ƒ"

TO TUBE

PLATE WELDED

BEVELLED BASE

RAILING POST2" x 2" x „" BOTTOM RAIL

WAVE PATTERN

BALUSTERSƒ" x 1" x ˆ"

2" ƒ"ƒ"ƒ"ƒ"2"

2• "ROD•" DIA THRU

2" X 2Š" X ‚"IN SLIP FLANGECLEARANCE HOLE”" COUNTERSINK

BAR AT ENDSAND FLAT TO BALUSTERS ROD WELDED •" DIA THRU

EXPANSION BOLT (TYP)•" DIA HOLE FOR

NOTES

------

--- ---

--- ---

--- ---

--- ---

--- ---

WELD

TO TUBEWELDEDBASE PLATE BEVELED‚" THICK

1

3

2

5

7

6

2Š"

BALUSTERƒ " x 1" x ˆ "

CONTROL LINE

2"

2Š"

APPROPRIATE CONNECTIONOR OTHER EXIST COND WITH EXPANSION BOLTS ANCHORED TO CEILINGWELDED TO TUBE AND BEVELED BASE PLATES 2 @ 2" X 2Š" X ‚"

WITH EXPANSION BOLTSANCHORED TO FLOOR WELDED TO TUBE AND BEVELLED BASE PLATES 2 @ 2" X 2Š" X ‚"

EXIST COLUMN

EQEQ

6Š

"

2"

2"

2Š

"

4" MAX

2"

•

"•

"

NEEDEDPIECE IF ƒ " FILLER

2Š"

2Š

"

EQEQ

2•

"‚

"

0 3 6 12

IN

# 37-90-04062"X2" POST) PART # R2 STOCK EXTERNAL SLIP FLANGE (FOR

CL CL

1--- ---

2" 2"2" 2"

4"

MA

X

±

6'-

6"

0 1 2 4

FT

NTS------

4 RAILING ELEVATION

FLOORFINISHED

4"5"

2'-

11‡

"

•"

2'-

11‡

"

ƒ"

6'-

6"

7…

"

ƒ" X 1" X ˆ" BALUSTERS

2" X 5" X „" BOTTOM RAIL

BALUSTERS1" X ƒ" TUBE ON TOP OF

ENDSBALUSTERS AND FLAT BARS AT •" DIA THRU ROD WELDED TO

ABOVE BOTTOM RAILAT 22" INTERVALS BEGINNING 4" CLEARANCE HOLES COUNTERSUNK WITH PRE-DRILLED … " 1" X ƒ" BALUSTER AT ENDS

2--- ---

BOTTOM OF BEAM

MEZZ LEVEL

CONNECTION DETAILHIGH RAILING/FLOOR

AT MODULE B ONLY1" X ƒ" X ˆ" PICKETS

AND DETAILS

AFC RAILING ELEVATIONS

DETAIL 2/A-182WAVE PATTERN SEE

TYPICAL COLUMN BAYNOTE: COORDINATE WITH NYCT AFC FOR PATTERN TYPE

RESTRICTED IN THE AXIAL DIRECTION OF THE GIRDER.

IN THE VERTICAL AND HORIZONTAL DIRECTIONS AND

SIDE CONNECTIONS TO GIRDERS TO ALLOW FOR MOVEMENT9

ALL OPENINGS IN RAILING SHALL BE 3…" MINIMUM.8

PROVIDE SHOP DRAWINGS TO ARCHITECTS FOR APPROVAL.7

PASSAGEWAY SHALL BE BARE STAINLESS STEEL #4 BRUSHED FINISH.

ALL GATES, RAILING HARDWARE AND ACCESSORIES AT 6

ALL STAINLESS STEEL TUBES TO BE WELDED AND GROUND SMOOTH.5

PROVIDE SHOP DRAWINGS FOR APPROVAL.4

AND EQUIPMENT.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF AFC RAILS 3

INSTALLATION OF AFC RAILS.

CONTRACTOR SHALL PATCH ALL AREAS OF CEILING DAMAGED BY 2

INSTALLED BY THE CONTRACTOR.

STAINLESS STEEL CONTROL LINE RAILING TO BE PROVIDED AND 1

EQ EQ EQ

21-NOV-2019 16:22 u6263g4PRINT AS OF

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DATE :

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MANAGEMENT

CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

Transit Authority

ARCHITECTURE

R:\general\scalia\standard dgn\design build standard details-dwgs\afc railing and gate\sheets\a37122_a-182 afc railing elevations details.dgn

APPROVED

FLOORFINISHED 4

"5"

3'-

2‚

"1'-

11‚

"

ƒ"

6'-

6"

SEE TYPES

VIF

ƒ" X 1" X ˆ" BALUSTERS

2" X 5" X „" BOTTOM RAIL

8765765

RAILING ELEVATION

NTS

7

------

DETAIL OF MEDALLION PATTERN

NTS

8

------

PATTERN

MEDALLION

TOP OF BALUSTERS1" X ƒ" X ˆ" TUBE ON

SEE DETAIL 6/765MEDALLION PATTERN

BOTTOM RAILBEGINNING 4" ABOVE AT 22" INTERVALS …" CLEARANCE HOLES ENDS PRE-DRILLED W/ ‚" X 1" FLAT BAR AT

10ƒ

"-+

8"

TYP.CAPPED END.

ST STL TUBE. TYP.ƒ" x 1" x ˆ"

2"

10"

10"

4†"

ƒ"

4†"

ƒ"

1'-8ƒ"

ƒ"

7‚

"

R=4

†"

BALUSTERS TYP.ƒ" x 1" x ˆ"

AFC CONTROL LINE DETAILS

PATTERN TYPENOTE: COORDINATE WITH NYCT AFC FOR

19-NOV-2019 12:54 u6263g4PRINT AS OF

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CAPITAL PROGRAM

DEPARTMENT OF

DESIGNED BY

CHECKED BY

New York City

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ARCHITECTURE

R:\general\scalia\standard dgn\design build standard details-dwgs\afc railing and gate\sheets\6sta-a-765-miscellaneous details 2.dgn

07/28/2016

APPROVED

Alarm Will Sound"

for Emergency Exit

TO READ "Push Bar

SIGNAGE PANEL

5'-

0"

OF DOOR STILE

WELDED TO INSIDE

„"x1•" STIFFNER

GATE POST

3"x3"x „"

SECTION DETAIL

OF DOOR STILE

WELDED TO INSIDE

„"x1•" STIFFNER

3"x3"x„" GATE POST

SECTION DETAIL

(TYP)

SLIP FLANGE

WITH LOCK WASHER @ 12" OC

BOLT AND NUT CONNECTION

…" DIA VANDAL PROOF

BALUSTER

VERTICALLY, EVERY OTHER

LOCK WASHER @ 12" OC

SELF TAPPING SCREW WITH

2"

2"

3Š"

• "

EQ EQ4"4"4"

ƒ "

AFC GATE DETAILS

------

------

FIN FLOOR

8"

2"

8"

3'-2"

2"

3"

9"

CL

3'-

0"

2'-

8•

"1'-

2" 6'-

8"

‘" THICK HEAVY

DUTY SURFACE

MOUNTED CONTINUOUS

HINGE CRIMPED AT

TOP AND BOTTOM

(TYP)

BALUSTERS

ƒ"x1"xˆ"

CO OR APPROVED EQUAL

.031" BAR WIDTH, 16GA BY Mc NICHOLS

„" PERFORATION, .156" CENTER

PERFORATIONS WITH STRAIGHT CENTER,

PROVIDE ST STL SCREEN- SQUARE

AT 4" OC

TO GATE RAIL

BALUSTERS WELDED

ƒ" X 1" Xˆ"

5'-

0"

STRUCT ABOVE

TO UNDERSIDE OF

3

4

OF GATE POST

WELDED TO INSIDE

„"x1•" STIFFNER

PAID SIDE 0 .5 1 2

FTELEVATION AFC SWING GATE------

1

UNPAID SIDE 0 .5 1 2

FTELEVATION AFC SWING GATE------

2

0 2 4 8

IN

0 2 4 8

IN

0 2 4 8

IN

"Emergency Exit"

TO READ

SIGNAGE PANEL

4400 OR APP EQDOOR CLOSER - YALE

AND TOP RAIL

DOOR HEADER RAIL

INTERGRATED IN

LOCK OR APP EQUAL

ELECTRO-MAGNETIC

SAM IO500

RAIL AND TOP RAIL

IN DOOR HEADER

EQUAL INTERGRATED

LOCK OR APP

ELECTRO-MAGNETIC

SAM IO500

DOOR HANDLE

STAINLESS STEEL

5--- ---

ENDS

AND STILES AT

BALUSTERS

WELDED TO

•" DIA THRU ROD

ELECTROMAGNETIC LOCK



--- ---

---

0 2 4 8

INCONNECTION DETAILHIGH RAILING/CEILING

0 2 4 8

INCONNECTION DETAILHIGH RAILING/FLOOR

SYSTEM STEEL RAILINGSTAINLESS

SYSTEM STEEL RAILINGSTAINLESS

3Š"

3"

3Š"

3"

8

7--- ---

3"X3"X1/8" GATE POST

WITH EXPANSION BOLTSANCHORED TO FLOOR WELDED TO TUBE AND BEVELLED BASE PLATES (2) @ 2" X 3 Š" X ‚"

FLOORFINISH LINE OF

3"X3"X1/8" GATE POST

BEVELED PLATE WELDED TO TUBE

BEVELED PLATE WELDED TO TUBE

‚"

2•

"

BOLTEXPANSION

‚"

EXPANSION BOL

STREET LEVEL - MTA...2020/08/13 · 2 † " 1'-0" 4'-0" MAX STL PLATE, SEE STRUCT DWGS 10. STAIR ID...

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Transcript of STREET LEVEL - MTA...2020/08/13 · 2 † " 1'-0" 4'-0" MAX STL PLATE, SEE STRUCT DWGS 10. STAIR ID...