Revised dwg S-401.pdf

PDF 236 KB Posted May 1, 2020

Attached to: Construct Golf Clubhouse West Point NY Federal contract opportunity
Solicitation number: W912DS20B0008
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of a new Golf Clubhouse at West Point, New York. The scope of work includes constructing a single-story, approximately 12,500 square foot clubhouse with a main entrance, banquet hall for 150 patrons, snack bar and seating for 50 patrons, combined kitchen, restrooms, pro shop, storage, receiving area, mechanical and electrical rooms, and exterior site work including parking for 100 standard spaces and 4 handicapped spaces, walks, curbs, gutters, landscaping, and utilities. Supporting facilities include a transformer, water, sewer and gas connections, security and lighting systems, communications infrastructure, alarm and public address systems, and HVAC. The project is estimated to cost between $10-25 million. Questions must be submitted by email to the Contracting Specialist by the specified due date. Bids must be submitted electronically by the due date to the file transfer site provided. The soliciting agency is the Department of the Army Corps of Engineers New York District.

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Other files for this federal contract opportunity

Other files attached to Construct Golf Clubhouse West Point NY, newest first.
File	Type	Posted
LockedBidabstractW912DS20B0008 Golf Club House.xlsx	XLSX spreadsheet	May 21, 2020
Spec Section 01 81 23 _ Amendment 7.pdf	PDF	May 18, 2020
W912DS20B0008-0007.pdf	PDF	May 18, 2020
W912DS20B0008-0006.pdf	PDF	May 14, 2020
Angle Detail Amendment 6.pdf	PDF	May 14, 2020
Structural Detail Amend 6.pdf	PDF	May 14, 2020
USMA GCH_LIghting Calculations_Amendment 3_050520.pdf	PDF	May 11, 2020
W912DS20B0008-00005.pdf	PDF	May 11, 2020
Revised dwg S-511.pdf	PDF	May 1, 2020
W912DS20B0008-0004.pdf	PDF	May 1, 2020
w912DS20B0008-0003.pdf	PDF	Apr 28, 2020
Vol. 5B_Cuts & Calcs_100% 032020_10 thru 13.pdf	PDF	Apr 23, 2020
Large Format Drawings_Amendment 1_042020.pdf	PDF	Apr 23, 2020
Volume 3B_Specifications.pdf	PDF	Apr 23, 2020
W912DS20B0008-0002.pdf	PDF	Apr 23, 2020
Volume 3A_Specifications rev JF.pdf	PDF	Apr 23, 2020
WP GC Sched Specs 2020.04.17.pdf	PDF	Apr 23, 2020
W912DS20B0008-0001.pdf	PDF	Apr 15, 2020
W912DS20B0008.pdf	PDF	Apr 11, 2020
Large Format Drawings_Part4.pdf	PDF	Apr 11, 2020
Large Format Drawings_Part2.pdf	PDF	Apr 11, 2020
Volume 3BSpecifications.pdf	PDF	Apr 11, 2020
Volume 3ASpecifications.pdf	PDF	Apr 11, 2020
Large Format Drawings_Part1.pdf	PDF	Apr 11, 2020
Large Format Drawings_Part3.pdf	PDF	Apr 11, 2020
Volume 2Food Beverage.pdf	PDF	Apr 11, 2020

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HSS POST, REF PLAN

T/HI HSS EL

24' - 0"

T/LO HSS EL

17' - 2"

B/DECK EL

REF LOW ROOF PLAN

MOMENT CONN - BEAM

SUPPORTED BY LOWER

BEAM, REF TYP DETAILS

HSS POST ON BEAM,

REF TYP DETAILS

A D

D A

L T

E R

N A

T E

B A

S E

HSS POST, REF PLANA.4

C.4

B/DECK EL HP

REF HIGH ROOF PLAN

B/DECK EL

REF HIGH ROOF PLAN

ORIENT WEB ANGLE SAME

DIRECTION, ALIGN F/LEG OF ALL

WEB ANGLES

CONT L6x4x5/8

1/4

1/4ANGLE TO

VERT

ROOF DECK

OPEN WEB JOIST

BOTTOM CHORD

OPEN WEB JOIST TOP CHORD

REF EDGE OF DECK TYP DETAIL

OPEN WEB JOIST, MAX VERT

WEB SPACING 4'-0" OC

PL 3/16x6x0'-6"

L3x3x1/4 @ 4'-0" OC

OPEN WEB JOIST

CURTAIN WALL SUPPORT, REF

TYP DETAILS

CONNECTION TO ANGLE, REF

TYP DETAIL

T/PARAPET EL

REF ARCH

B/DECK EL

REF PLAN

C6x8.2 @ EA JOIST

JOIST, REF PLAN

W-BEAM, REF PLAN

CMU WALL, REF ARCH

ARCH BLOCK, REF ARCH

PL9x9x3/16 THK

ROOF DECK, REF PLAN

ROOFING MAT'L, REF ARCH

REF EDGE OF DECK

TYP DETAIL

BEAM TO CMU WALL CONN,

REF TYP DETAIL

3/16

WEB TO

FLANGE

3/16

NS & FS

3/16

3/16CHANNEL

TO W-BEAM

3/16

NS & FS

3/16

PL TO JOIST

3' - 1 1/2"

DIAGRAMS

REF LOAD

JOIST WEB REINF

REF MAX JOIST WIDTH ON

JOIST LOAD DIAGRAMS TO

AVOID CLASH WITH CHANNEL

3 1/2"

7"1' - 0 1/2" 1' - 2"

CMU SHEAR WALL, REF PLAN

ARCH CMU WALL, REF ARCH

INSULATION, REF ARCH

ARCH BLOCK, REF ARCH

WALL FTG, REF GROUND FLOOR PLAN

PEDESTAL, REF PLAN

FDN, REF PLAN FOR T/FDN EL

ARCH FIN FACE, REF ARCH

W-COLUMN, REF PLAN

HORIZ @ 2'-0" MAX TYP

VERT

C4X7.25C4X7.25

C8X11.5 HORIZ @ 2'-0" MAX TYP

C10X20 HORIZ @ 2'-0" MAX TYP

HSS8X3X1/2 HORIZ @ 2'-0" MAX TYP

HSS6X3X1/2

HSS10X6X5/8

CL CL

BP4

BP3

0' - 8"

P30 [-1' - 4"]

SPANDREL,

REF PLAN

1/4

3 1/2"

ARCH FIN,

REF ARCH

HSS POST AND C CHANNEL TYP,

REF /A1 S-401

SPANDREL,

REF PLAN

HSS4X4X1/2

1/4

3 SIDES

1/4

3 SIDES TYP

1/4

CLWP WP

1/4

1/4 T&B

HSS4X4X1/2

HSS7X4X1/2

HSS3X3X3/8

1/4

HSS4X4X1/2

1' - 5 1/2"

1' - 6" LONG CENTERED

ON SPANDREL BEAM

0' - 5"

HSS 4x4x5/16

B/DECK EL (VARIES)

REF LOW ROOF PLAN

T/HSS EL

17' - 3"

PL7/8x8 1/2x0' - 6"

1/4

4 SIDES

L3x3x1/4 KICKER

ROOF DECK, REF LOW ROOF PLAN

JOIST, REF LOW ROOF PLAN

1/4

CL CL

0' - 7"

0' - 3 1/2"

HSS POST AND C

CHANNELTYP, REF

/A1 S-401

INSULATION, REF ARCH

ARCH BLOCK, REF ARCH

WALL FTG, REF GROUND

FLOOR PLAN

PEDESTAL, REF PLAN

W-COLUMN, REF PLAN

HSS10X3X3/8

@ TWO LOCATIONS

T/S = -1' - 0" T/S = -11' - 0"

1"X8" PLATE @

TWO LOCATIONS

1/4 8

3 SIDES

1/4

1/4 TYP TO HSS

POST

T Y

1 1/4"X10"X1'-6" PLATE, TYP

(4) 3/4" DIA POST INSTALLED

THREADED RODS, TYP. DRILL

AND EPOXY RODS IN TO

FOUNDATION WALL, 5" EMBED

1/4

TYP

FOUDNATION WALL, REF

GROUND FLOOR PLAN

P30 [-12' - 6"]

0' - 8"

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

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S I D

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2 3 4 5 6 7 8 9 10

D A

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File Path:

Plot Date:

M A

R K

D E

S C

U S

A R

M Y

M W

R W

E S

T P

T G

O L F

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BIM 360://US-USACE-F5Y69206_Golf Club House_Redesign_18/RD66872S-18-CENTRAL.rvt

3/18/2020 9:13:10 PM

S-401

E N

L A

R G

E D

P L A

N S

A N

D S

E C

N S

E A

A P

W -D

S -1

-F

W -D

S -1

-D

F Y

100% SUBMISSION

3/8" = 1'-0" D4

ADD ALTERNATE #5: SCREEN WALL SECTION

1/2" = 1'-0"

JOIST ROOF SECTION

3/4" = 1'-0" D6

TRIANGLE EDGE PARAPET SECTION

3/4" = 1'-0" A1

TRIANGLE EDGE PLAN

3/4" = 1'-0"

TRIANGLE EDGE FRAMING PLAN

P R

O G

R E

S S

O T

S P

L O

Q A

/C W

E P

L O

S U

B M

/2 /2

3/4" = 1'-0" F4

PARAPET POST SECTION

3/4" = 1'-0" A3

TRIANGLE EDGE PLAN

masonE Callout

PROVIDE CHANNELS, W-BEAM, EOD DETAIL, AND CONNECTIONS IN MOCKUP

masonE Text Box

PROVIDE STRUCTURE IN THIS DETAIL IN MOCKUP

masonE Text Box

INCLUDE STRUCTURE IN THIS DETAIL IN MOCKUP

masonE Rectangle masonE Rectangle masonE Rectangle masonE Callout

PROVIDE HSS, PLATE, CONNECTIONS TO W-BEAM, AND W-BEAM IN MOCKUP

masonE Line masonE Line masonE Line masonE Rectangle masonE Polygon

Sheets

S-001 - GENERAL STRUCTURAL NOTES

S-002 - GENERAL STRUCTURAL NOTES

S-003 - JOIST LOAD DIAGRAMS

S-101 - SLAB AND FOUNDATION PLAN

S-102 - LOW ROOF FRAMING PLAN

S-103 - HIGH ROOF FRAMING PLAN

S-201 - ELEVATIONS

S-301 - SECTIONS

S-302 - SECTIONS

S-303 - SECTIONS

S-401 - ENLARGED PLANS AND SECTIONS

S-501 - DETAILS - FOUNDATIONS

S-502 - DETAILS - CONCRETE WALLS AND SLABS

S-511 - DETAILS - MASONRY WALLS

S-521 - DETAILS - STEEL COLUMNS

S-522 - DETAILS - STEEL BEAMS AND CONNECTIONS

S-523 - DETAILS - STEEL DECKING

S-531 - DETAILS - EQUIPMENT SUPPORT

S-901 - 3-D REPRESENTATIONS

File details come from the government source that posted it. Updated May 2, 2020.