Am_4_-_Attach_18_VOL_3_S-105_26MAY2016.pdf

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A

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1.5 2.5

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HI ROOF

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S-304

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HIP

HIP

HIP

HIP

S-304

S-304

S-304

S-304

HSS10X6X1/2 HSS10X6X1/2 HSS10X6X1/2 HSS10X6X1/2

W

X3

(4

0)

W

X3

(4 0)

W

X3

(4 0)

W14X38 W14X38 W14X38 W14X38

W14X38 (20)

W14X38 (56)

W14X38 (20)

W

X3

(2 0)

W

X3

(2 0)

W

X3

(2 0)

W8X10 (10) W8X10 (10)

W

X3

(4 0)

W

X3

(4 0)

W

X3

(4 0)

ELEVATOR

W

X3

(4 0)

W

X3

(4 0)

W

X3

(4 0)

W

X3

(4 0)

STAIR

WELL

W12X30 (26)

SLAB

SPAN

SLAB

SPAN

SLAB

SPAN

SLAB

SPAN

W12X30 (26)

W14X38 (20)

W14X38 (20)

W14X38 (20)

S-304

S-304

W14X38 (4)

C

BRP

BRP BRP

BRP BRP

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18KCS5

18KCS5

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18KCS5

12K5

12K5

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W12X26

18KCS5

18KCS5

18KCS5

18KCS5

18KCS5

12K5

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12K5

12K5

K5

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K512

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K5 12

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TRUSS 7 TRUSS 7TRUSS 7

CFMF PURLINS

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FM

F R

AF

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VALLEY VALL

EYC

FM

F

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ID

G E

BM

CFMF PURLINS

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VALLEY VALL

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CFMF PURLINS

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6'

0"

EQ

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6'

0"

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ID

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6'

0"

EQ

S

PA

4'

0"

S

YM

O

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S

ID

E

WALL

14 EQ SPA = 42' - 0" SYM OTHER SIDE

1' - 6"

W12X26

[11'-8"] [11'-8"]

[1 1'

-8

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AM

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W12X50 W12X50

S-105

S-105

S-105

HSS10X6X5/8 HSS10X6X5/8

HSS10X6X5/8

E E

E

EE

E

PARTITION TRACK

SUPPORT BEAM SEE

PARTITION TRACK NOTE

BM

E

N D

4'

6"

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AN

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8X 4X

1/

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8X 4X

1/

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S-105

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8K1

8K1

8K1

8K1 8K1

8K1 8K1

8K1 8K1

8K1

4'

0" 4'

0"

W

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(3 8)

W

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(4 8)

W

X3

(3 8)

W

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W

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W

X3

W

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JB

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[1 1'

-7

[1 2'

-0

[1 2'

-0

S-105

DECK SUPPORT ANGLES

@ 2'-0" OC SEE 5/S-105

[1 1'

-8

PA

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BE

AM

S

S-108

MATCHLINE

AND BEJ

MATCHLINE

AND BEJ

BEJBEJ

BEJ

W8X31 [12'-0"]

4'

2" 3'

CANOPY NOTES:

1. TRUSSES SHOWN ARE HSS8X4X1/2

(SLOPED) OVER HSS8X4X1/2 [12'-0"].

2. ENTRANCE CANOPY DECK TO BE

DECK D2 SHEET S-003.

S-113

S-1132

S-113 S-113

D

C D

C

D

D

D

D D

D

D

D

C

C

D

W14X38 (4)

W14X38 (10) W14X38 (10)

W14X38 (40) W14X38 (20) W14X38 (40)

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X2

W14X22

W14X22W

X2

W14X22

W

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HSS10X6X1/2

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W14X22

W14X22

W14X22

D

W

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D D

W

X2

W

X2

W

X2

D

WINDOW SEE ARCH

CFMF RIDGE BM BEYONDCFMF PURLINS

ROOF SEE PLANCFMF RAFTERS

BEYOND SEE PLAN

NOTE: ALL ELEMENTS IN THIS

VIEW ABOVE HI ROOF BRG

ELEVATION ARE INCLUDED IN

THE DELEGATED DESIGN OF

THE CFMF ROOF TRUSS

SYSTEM

TRUSS A OR B

BOND BM CONT AT CFMF

TRUSS BEARING EL.

HI ROOF BRG

SEE PLAN

TRUSS A.1TRUSS A.1

PARTITION SUPPORT BM SEE PLAN,

COORDINATE WITH PARTITION

MANUFACTURER REQUIREMENTS

CFMF TRUSS DESIGNER SHALL

COORDINATE WITH PARTITION

MANUFACTURER FOR ALL LOADS,

AND SHALL PROVIDE ALL REQUIRED

VERTICAL AND LATERAL SUPPORT

TRUSS C

OR D TRUSS A

OR B BEYOND

TRUSS E

CFMF RIDGE BM

SEE PLAN

CFMF VALLEY

SEE PLAN

CFMF RAFTER

SEE PLAN

SECOND FLOOR

12' - 0"

C

3/8 T&B

JOIST SEE PLAN

HSS TUBES SEE

CFMF WALL

SCHEDULE

CFMF NOT

SHOWN

PARAPET SEE TYP DETAIL

COL SEE PLAN

BM SEE PLAN

3/8

HSS BM TO

HSS COL

SECOND FLOOR

12' - 0"

JOIST SEE PLAN

L3-1/2X3-1/2X5/16 DECK

SUPPORT ANGLE WELD

3/16"X1" EA SIDE TO JOIST

CHORDL2-1/2X2-1/2X5/16 CONT BETWEEN L3-1/2

COPE L3-1/2 2" AND WELD TO W12

FLANGE

CONT BRP SEE 1/S-304

CONT POUR STOP SEE S-108CFMF BEARING WALL ABOVE

W12 SEE PLAN

W12 BM, HSS COL

BEYOND SEE PLAN

SLAB SEE PLAN

SHEAR CONN SEE

TYP DETAILS

US Army Corps of Engineers ®

SHEET OF

SHEET ID

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S-105

VOLUME 3

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1/8" = 1'-0"

SECOND FLOOR FRAMING PLAN - AREA B

8'0' 16' 24'

SCALE: 1/8" = 1' - 0"

NO SCALE

NORTH

KEY PLAN

'A' 'B' 'C'

NOTES:

1. FOR NOTES SEE SHEET S-104

2. TOS THIS SHEET 11'-5 1/2" UON FOR MEMBERS

NOT SUPPORTING JOISTS.

3. JBE THIS SHEET 14'-3 1/2" UON FOR MEMBERS

AND WALLS SUPPORTING JOISTS.

4. CFMF TRUSS BRG EL 18'-0".

5. FOR TOP OF PARAPET ELEVATION SEE ARCHITECTURE.

1/2" = 1'-0"S-105

1 SECTION

3/4" = 1'-0"S-105

3 SECTION

3/4" = 1'-0"S-105

2 SECTION

PARTITION TRACK NOTE

MOVABLE PARTITION TRACK SUPPORT

BEAMS BELOW CFMF TRUSSES ARE

SHOWN. PARTITION SUPPORT BEAMS

ARE SUSPENDED FROM CFMF ROOF

TRUSSES. CONTRACTOR TO

COORDINATE DESIGN LOADS OF

PARTITION SYSTEM PROVIDED WITH

CFMF TRUSS DESIGNER. SUPPORT OF

THE PARTITIONS AND OF THE

PARTITION SUPPORT BEAM, AS WELL

AS SIZE OF SUPPORT BEAM, IS

INCLUDED IN THE DELEGATED CFMF

TRUSS DESIGN.

3/4" = 1'-0"S-105

4 SECTION

3/4" = 1'-0"S-105

5 SECTION

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