Amendment 4- - BID - 052 - S-202 MATERIALS STORAGE BLDG. FRAMING (R2)

1.

32'-6"
25'-0"

HSS 6x6x1 4

COLUMN, HDG

PLAN VIEW

3'-6"

26'-2"

CL

4.

6'-3"

1'-2"

7"

1'-2"

CONCRETE

WALL

CL

CL

25'-0"

7"

1'-2"
10" SQ. X 5 8" THK.

BASEPLATE, HDG

6"

B

LINE OF BUILDING

BELOW

CL

4'-8"

3:12

(4) 3/4" ANCHOR

BOLTS, HDG

4'-8"

RUBBED FINISH REQUIRED ON ALL EXPOSED

CONCRETE.

CONCRETE WALL

(SEE SHT S-201 FOR

REINFORCEMENT)

MC6x12 STEEL GIRT WITH BASE PLATE "A", HDG

RAIN WATER LEADER, TYP.
20GA. 1-1/2" METAL WALL PANELS / GIRT SYSTEM,
HDG

HSS 6x6x1 4 STEEL COLUMN WITH BASE PLATE "B",
HDG

CAST IN PLACE CONCRETE WALL, RUBBED FINISH

MC8x20 STEEL CHANNEL, HDG

HSS 6x6x1 4 STEEL RAFTER, HDG

STEEL PURLINS MC 8x20, HDG

LOUVER

PIPE BOLLARD, TYP.

HSS 6x6x1 4 STEEL COLUMN WITH BASE PLATE "C",
HDG

MC8X20 STEEL

CHANNEL PURLIN, HDG

BLOCKING

HSS 6x6x1 4

COLUMN, HDG

METAL GUTTER

10" SQ. X 5 8" THK.

BASEPLATE

RAIN WATER LEADER

HSS 6X6X1/4 STEEL

RAFTER, HDG

CONCRETE WALL

(SEE SHT S-201 FOR

REINFORCEMENT)

SECTION

PLAN VIEW

METAL GUTTER, TYP.

20GA. 1-1/2" GR50

STEEL DECKING, HDG

3/4" ANCHOR BOLT,

HDG (TYP.)

8"

TYP. GUTTER DETAIL

1 1/2" = 1'-0"

COLUMN TO WALL CONNECTION - BASEPLATE "B"

CL

43'-2"

14'-0"

49'-0"

1" = 1'-0"

D

C

B

A
C

C
4'-8"

6"

C

CL

C

6"

HSS 6x6x1 4

COLUMN, HDG

1'-2"

CONCRETE

WALL

CL

4'-8"

6"

CL

B

1" = 1'-0"

METAL ROOF DECK, 20GA. 1-1/2" GR50 STEEL,

HDG w/ 4'-3" MAX. SUPPORT SPACING

SUBMIT DETAILED SHOP DRAWINGS.

COLUMN TO WALL CONNECTION - BASEPLATE "A"

4'-8"

B

6"

5/8" ANCHOR BOLT,

HDG (TYP.)

SECTION

PLAN VIEW

1'-0"

BOLT

EMBEDED

7"

(4) 5/8" ANCHOR

BOLTS, HDG

CONNECTIONS MAY BE PINNED. MWFRS

LATERAL LOAD RESISTANCE IS BY FIXED BASE

COLUMNS.

8" SQ. X 1 2" THK.

BASEPLATE, HDG

CL

4'-8"

14'-0"

COLUMN TO RAFTER

PURLIN TO RAFTER

DECK TO PURLINS

WALL PANEL TO COLUMNS

MC6X12

COLUMN, HDG

MC6x12

COLUMN, HDG

DS

7"

4'-8"

DOWNSPOUT, TYP.

8" SQ. X 1 2" THK.

BASEPLATE, HDG

A

3.

1" = 1'-0"

7"

6'-3"

COLUMN TO WALL CONNECTION - BASEPLATE "C"

CL

12'-6"

6'-3"

SECTION

1'-0"

BOLT

EMBEDED

CL

6'-3"

CL
3'-6"

A

CL

12'-6"

2.

KEY

DESIGN AND DETAIL BOLTED AND MECHANICAL

FASTENER CONNECTIONS FOR THE FOLLOWING:

A.
B.
C.
D.

5/8" ANCHOR

BOLT, HDG (TYP.)

8"

A

CL

(4) 5/8" ANCHOR

BOLTS, HDG

6"

4'-0"

(TYP.)

5"

TYP
1'-0"

BOLT

EMBEDED