Revised dwg S-401.pdf

B

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

B

ID

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

A

D

T/PARAPET EL

REF ARCH

B/DECK EL

REF PLAN

CL

CL

C6x8.2 @ EA JOIST

C6x8.2 @ EA JOIST

C6x8.2 @ EA JOIST

JOIST, REF PLAN

W-BEAM, REF PLAN

CMU WALL, REF ARCH

ARCH BLOCK, REF ARCH

WP

WP

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

3/16

3/16

NS & FS

3/16

3/16CHANNEL

TO W-BEAM

3/16

NS & FS

3/16

PL TO JOIST

/2

3' - 1 1/2"

/4

DIAGRAMS

REF LOAD

JOIST WEB REINF

REF MAX JOIST WIDTH ON

JOIST LOAD DIAGRAMS TO

AVOID CLASH WITH CHANNEL

D

CL

CL

CL

4"

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

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"

/2

P30 [-1' - 4"]

D

SPANDREL,

REF PLAN

1/4

1/4

1/4

1/4

3 1/2"

7"

CL

CL

ARCH FIN,

REF ARCH

HSS POST AND C CHANNEL TYP,

REF /A1 S-401

CL

SPANDREL,

REF PLAN

HSS4X4X1/2

CL

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

3 SIDES

1/4

3 SIDES TYP

1/4

1/4

1/4

1/4

D

7"

CL

CLWP WP

WP

CL

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4 T&B

HSS4X4X1/2

HSS7X4X1/2

HSS3X3X3/8

1/4

HSS4X4X1/2

/2

1' - 5 1/2"

1' - 6" LONG CENTERED

ON SPANDREL BEAM

0' - 5"

CL

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

1/4

A

CL

CL

CL CL

/2

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

1/4 TYP TO HSS

POST

T Y

P

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

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

3/18/2020 9:13:10 PM

S-401

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W -D

S -1

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100% SUBMISSION

3/8" = 1'-0" D4

ADD ALTERNATE #5: SCREEN WALL SECTION

1/2" = 1'-0"

D1

JOIST ROOF SECTION

3/4" = 1'-0" D6

TRIANGLE EDGE PARAPET SECTION

3/4" = 1'-0" A1

TRIANGLE EDGE PLAN

3/4" = 1'-0"

A6

TRIANGLE EDGE FRAMING PLAN

A

P R

O G

R E

S S

O T

S P

L O

T

/1

/2

B

Q A

/C W

E P

L O

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/1

/2

S U

B M

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S

IO

N

/2 /2

3/4" = 1'-0" F4

PARAPET POST SECTION

3/4" = 1'-0" A3

TRIANGLE EDGE PLAN

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

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PROVIDE STRUCTURE IN THIS DETAIL IN MOCKUP

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INCLUDE STRUCTURE IN THIS DETAIL IN MOCKUP

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

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