AFDA0C-1.PDF

PDF 2 MB Posted

Attached to
PA 206 HORSHAM HVAC SYSTEMS REPAIRS
Solicitation number
W912BU24R0001
Issued by

About this file

This document contains architectural drawings for stair details at an Army Reserve Training Center. The drawings depict steel stair construction with concrete-filled steel pan treads and risers, as well as wood and steel handrails. Stair A and Stair B are shown at intermediate and top landings, with dimensions and material specifications provided. Relatedly, the federal opportunity solicits repair work to HVAC systems at the PA 206 Horsham facility, as issued by the Department of the Army Corps of Engineers Philadelphia District. The required work includes services at the specified Army Reserve Training Center location.

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Text version

00-A-803 A4

1" = 1’-0"

STAIR DETAIL - INTERMEDIATE LANDING (STAIR "A")

1" = 1’-0" C4

STAIR DETAIL - TOP LANDING (STAIR "A")

STAIR DETAIL - INTERMEDIATE LANDING (STAIR "B")

1" = 1’-0"

A2

STAIR DETAIL - TOP LANDING (STAIR "B")

C2

1" = 1’-0" C1

1" = 1’-0"

DETAIL - TOP LANDING (STAIR "A")

DETAIL - TOP LANDING (STAIR "A")

1" = 1’-0"

A1

SCALE:1"=1’

1’ 2’0

SCALE:1"=1’

1’ 2’0

SCALE:1"=1’

1’ 2’

SCALE:1"=1’

1’ 2’ 0

SCALE:1"=1’

1’ 2’ 0

SCALE:1"=1’

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SEE PLAN

EQUALEQUAL3 3/4 "

1"

1"

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3 3/4 "

3 3/4 "

3 3/4 "EQEQ

1"

1"

SEE PLAN

3 3/4 "SEE PLAN

109’-0"

SOFFIT

109’-0"

SOFFIT

114’-0"

FINISH FLOOR

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OPP

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CAP WALL ENDS OF GUARD

& HAND RAILS, TYP.

1 1/2" STL

HANDRAIL

1 1/2" SQUARE STL

GUARDRAIL

1/2" X 1/2" STL.

BARS

1 1/2" STL

HANDRAIL

5/8" x 1 1/2" STL BAR

FIRE PROOFING

STL. PLATE BY STAIR MFR.

1 1/2" SQUARE STL.

GUARDRAIL & POST

STL. HANDRAIL

PROVIDE SLIP TRACK TO

ALLOW FOR

MOVEMENT/DEFLECTION,

TYP

STL. ROD BY STAIR MFR.

1/2" x 1/2" STL. BARS

5/8" x 1 1/2" STL. BAR

BRACKET ANGLE WELDED TO

STRINGER BY STAIR MFR.

STL. CLOSURE PLATE

CONC. LANDING

CONC. FILLED STL. PAN

RISERS & TREADS

STL. CLIP ANGLE BY STAIR MFR.

STL. PLATE BY STAIR MFR.

FIRE PROOFING

PROVIDE SLIP TRACK TO

ALLOW FOR

MOVEMENT/DEFLECTION,

TYP

STL. ROD BY STAIR MFR.

BRACKET ANGLE WELDED TO

STRINGER BY STAIR MFR.

1 1/2" DIA. WOOD HAND

RAIL

(STAINED)

2" DIA. WOOD TOP RAIL

(STAINED)

3/8" X 1 1/2" STL/. PLATE

(PAINTED)

WELDED TO STRINGER

1/2" THK. PANEL

INSERT

STL. CLOSURE PLATE

CONC. LANDING

(TILED)

STL. CHANNEL TO FIT

BETWEEN STRINGER &

GYP. PARTITION.

CONCRETE LANDING,

BEYOND.

CONCRETE LANDING, BEYOND.

STL. CHANNEL TO FIT BETWEEN

STRINGER & GYP. PARTITION.

1 1/2" DIA. WOOD HAND

RAIL (STAINED)

STL.

STRINGER.

STL. STRINGER.

SCHEDULED FURRING

CONC. FILLED STL.

PAN RISERS &

TREADS.

SCHEDULED PARTITION

HOLD TIGHT TO UNDERSIDE

OF STL. STRINGER

BACKER ROD AND SEALANT

1/2" THK. PANEL INSERT

CONC. FILLED STL. PAN

RISERS & TREADS. (TILED)

CONC. FILLED STL. PAN

RISERS & TREADS. (TILED)

PROVIDE TILE JOINT

AT EDGE OF SLAB

GYP. BD. SOFFIT

STL. STRINGER

1/2" THK. PANEL

INSERT

3/8" X 1 1/2" STL/. PLATE

(PAINTED)

WELDED TO STRINGER

1 1/2" DIA. WOOD HAND

RAIL (STAINED)

2" DIA. WOOD TOP RAIL

(STAINED)

2" DIA. WOOD TOP RAIL

(STAINED)

STL. STRINGER (PAINT)

BACKER ROD AND SEALANT

2" DIA. WOOD TOP RAIL

(STAINED)

3/8" X 1 1/2" STL/. PLATE

(PAINTED)

3/8" X 1 1/2" STL/. PLATE

(PAINTED)

1 1/2" DIA. WOOD HAND

RAIL (STAINED)

3/8" X 1 1/2" STL/. PLATE

(PAINTED)

WELDED TO STRINGER

1/2" THK. PANEL

INSERT

3/8" X 1 1/2" STL/. PLATE

(PAINTED)

STL. STRINGER (PAINT)

CONC. LANDING (TILED)

RECESS 2ND FLOOR LANDING

CONC. POUR TO ACCEPT FLUSH

TILE FIT

RECESS 2ND FLOOR LANDING

CONC. POUR TO ACCEPT FLUSH

TILE FIT

File details come from the government source that posted it. Updated .