B.08.03_EIE431_structural_dwg_AM04.pdf

D

E

B

C

SL

OP

E

50' - 0"

8"

8"

2'

- 0

8"

137' - 4"

44' - 8"50' - 0"42' - 8"

D.1

SL

OP

E

SL

OP

E

SL

OP

E

M L2

M L2

M L2

M L2

M L2

M L2

4'

- 1

4'

- 6

S-521

S-521

S-521

S-522

S-522

S-521

S-521

S-521

S-521

S-521

24K (395/295) AT 6'-0" O.C. (MAX)

S-521

S-521

S-522

S-522

ML2

ML2

A

S-522

S-521HIGH

S-521 LOW

LOW

LOW

S-522

M L2

B.O.D. = 18' - 10 7/8" ALONG GRID D

B.O.D. = 12' - 6 1/4" ALONG GRID E

8"

B.O.D. = 16' - 2 7/8" INSIDE FACE

B.O.D. = 14' - 1" INSIDE FACE

W x1

W x1

4' - 0"

2' - 6 1/4"

W12x22W12x22

5'

- 3

14' - 5 1/2"15' - 4 1/2"

17 17

17 17

60'

- 1

1" 0'

- 6

0'

- 6

0'

- 6

S-523

S-523

24K (395/295) AT 6'-0" O.C. (MAX)

24K (395/295) AT 6'-0" O.C. (MAX)

24K (395/295) AT 6'-0" O.C. (MAX)

S-522

2' - 0" 2' - 0"

2'

- 6

2'

- 6

B.O.D. = 24' - 3 3/8" ALONG GRID D1

B.O.D. = 23' - 0" ALONG GRID C

B.O.D. = 24' - 3" ALONG GRID B

B.O.D. = 23' - 0" INSIDE FACE OF WALL

LOW

LOW

2.1 1.1

A1

B1

W

X1

12' - 0"

0"

2'

- 2

/2

2'

- 2

/4

S-521

S-521

SL

OP

E

1'

- 1

7/

8" (T

YP

D

D.1

50' - 0"

W8x10

W10x12

W8x10

W x1

W x1

W x1

S-523

S-523

HSS3X3X1/4

HSS3X3X1/4

W 8x

10 5'

- 3

15' - 4 1/2" 20' - 2" 14' - 5 1/2"

S-523

T.O.S. = 15' - 1 1/2"

SEE SHEET S-007 FOR KEYNOTES

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U.

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

ROOF FRAMING PLAN

PLAN NORTH

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

ROOF FRAMING PLAN - PUMP HOUSE

TYPICAL, MASONRY LINTELS ARE ML1 U.N.O.

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

MECHANICAL PLATFORM FRAMING PLAN

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(3)

(2)

(1)

(2)

(1)

(2)

(1)

(4)

(3)

(3) (5)

(1) (6)

(1)

(1)

(2) (3)(4)

(4

(5) (1)

(2)

(6) (3)(1)

(7) (3)

(7)

TYPICAL STEEL BEAMS AT STEEL COLUMN

(3)

(5)

(4)

(4)

(2) (3) (1)

(1)

(3)

(2)(2)

(3) (1)

(5) (4)(4)

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(1)

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(1)

SCALE: NOT TO SCALE SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

NOTES:

1. STEEL PIPE PILE.

2. COAT ALL WELD WITH RUST

INHIBITING PRIMER.

"D

"D

"D

1'-0"1'-0"

LENGTH BETWEEN CONTROL JOINTS (L)

L/4L/2L/4

EQ

EQ

1'-0"1'-0"

6" MAX.

540-010-TYP

"D

218035-X-DETAILS-37 218035-X-DETAILS-34

218035-X-DETAILS-36

218035-X-DETAILS-33

218035-X-DETAILS-37

218035-X-DETAILS-39

218035-X-DETAILS-38218035-X-DETAILS-40

AND G.S.N.

INFORMATION, SEE PLAN

OMITTED. FOR ADDITIONAL

FOR CLARITY, STEEL DECK

NOTE:

3.

2.

1.

1/2" DIA. BOLT.

RECOMMENDATIONS.

BRIDGING SIZE PER MFR.

STEEL JOISTS.

HORIZONTAL BRIDGING

CROSS BRIDGING

3/16

TYP

TYP 3/16

NOTES:

1.

NOTES:

NOTE:

CROSS BRIDGING DETAIL SHALL

APPLY FOR K SERIES JOISTS

WHERE REQUIRED BY MFR.

HORIZONTAL BRIDGING AT K SERIES JOIST

CROSS BRIDGING AT LH AND DLH SERIES JOIST

STEEL JOIST.

BRIDGING AS REQUIRED BY JOIST

MANUFACTURER.

WALL - FOR SIZE AND TYPE, SEE PLAN.

L3x3x1/4x4" LONG WITH (1) 5/8" DIA.

EXPANSION BOLT.

L3x3x1/4xAS REQUIRED WITH

(2) 5/8" DIA. EXPANSION BOLTS.

BRIDGING CLIP BY JOIST MANUFACTURER.

2.

3.

4.

5.

6.

3/16

23/16

23/16

TYP

3/16

TYP

4.

3.

2.

1.

PANEL POINT.

CHORD TO NEAREST TOP CHORD

STEEL ROD FROM BOTTOM

CHORD PANEL POINT.

CHORD TO NEAREST BOTTOM

L2 1/2x2 1/2x1/4 FROM TOP

STEEL JOIST.

WEB MEMBER.

6" FROM PANEL POINT, ADD

WHEN LOAD IS MORE THAN

NOTES:

FOR CONCENTRATED LOAD AT

TOP CHORD, ADD STEEL ANGLE

FOR CONCENTRATED LOAD AT

BOTTOM CHORD, ADD 1/2" DIA.

3/161 1

NOTE:

WHERE CONCENTRATED LOAD

IS LESS THAN 200 POUNDS,

ADDITIONAL WEB MEMBERS

ARE NOT REQUIRED.

NOTES:

1/4

STEEL BEAM.

3/8" STEEL SHEAR PLATE.

FOR SIZE, TYPE AND NUMBER

OF BOLTS, SEE TYPICAL

BOLT SCHEDULE.

"D" = LESSER OF BEAM

DEPTHS AS OCCURS.

WELD 3 SIDES TYPICAL -

USE SAME CONNECTION AT

STIFFENER PLATES WHEN

REQUIRED.

1.

2.

3.

4.

5.

NOTE:

AT ONE SIDED CONNECTIONS,

INSTALL 3/8" STIFFENER PLATE

OPPOSITE SHEAR PLATE ONLY

COPE NEAR SIDE OF BEAM

FLANGE TO CLEAR STIFFENER.

6.

SEE PLANS FOR LOCATION WHERE

MORE THAN (1) ROW OF BOLTS

IS REQUIRED.

7.

AT LOCATIONS NOTED ON PLAN.

SCALE: NOT TO SCALE

4.

3.

2.

1.

STEEL COLUMN.

3/8" STEEL SHEAR TAB - 5/8" STEEL

STEEL BEAM.

SCHEDULE.

OF BOLTS, SEE TYPICAL BOLT

FOR SIZE, TYPE AND NUMBER

1/4

TYP

1/2" WELDED CAP PLATE WHERE

COLUMN DOES NOT OCCUR ABOVE.

5.

SECTIONA

A

GRID

SHEAR TAB WHERE "D" = 27" OR

GREATER.

NOTES:

SECTION AT KNIFE

A

PLATE WHEN NOTED

1/4

TYP

3 SIDES-TYP

3/16 EACH END OF

SPLICE PLATE

ADJACENT

PANEL

5. SEE DETAIL FOR EMBED PLATE AND ANCHOR

INFORMATION.

SEE DETAILS FOR CONNECTION AT EMBED PLATE.

NOTES:

1. STEEL LEDGER ANGLE.

MASONRY CONTROL JOINT.

MASONRY WALL.

IN ZONE INDICATED, PROVIDE AUTOMATIC

WELDED THREADED STUDS IN

13/16" x 2" HORIZONTAL SLOTTED HOLES.

FINGER TIGHTEN NUTS AND DAMAGE THREADS.

2.

3.

4.

6.

STEEL SPLICE PLATE 3/8x3"x1'-2".

SLOTTED HOLE.

7.

8.

NOTES:

1. SEE PLANS FOR LENGTH

BETWEEN CONTROL JOINTS

AND ADDITIONAL INFORMATION.

2. ROOF FRAMING NOT SHOWN

FOR CLARITY.

B

B

STEEL STUD.

1 1/2"x16 GA. STEEL CHANNEL.

L2"x2"x16 GA. x (STUD DEPTH

- 1/2") ANGLE.

(1) #10 SCREW EACH SIDE

OF ANGLE TO STEEL STUD.

1 1/2" x16 GA. x 1'-0" LONG

STEEL CHANNEL AT SPLICE

LOCATIONS. ATTACH WITH (3)

#10 SCREWS EACH SIDE OF SPLICE.

(2) #10 SCREWS AT ANGLE

TO STEEL CHANNEL.

(1) #10 SCREW AT EACH STUD.

CONTINUOUS 1 1/2"x18 GA.

STRAP EACH SIDE OF STUDS AT 4'-0" O.C.

ATTACH FLAT STRAPPING TO

BLOCKING WITH (4) #10 SCREWS.2.

3.

4.

5.

6.

7.

8.

9.

10. SOLID STUD BLOCKING TO MATCH

BEND UP TRACK FLANGES 90° OR

INSTALL CLIP ANGLES AT BLOCKING

CHANNEL OPTION

STRAP OPTION

OPTION A

OPTION B

BOTH

SIDES

BOTH

SIDES

BOTH

SIDES

WALL STUD AT EACH END OF WALL/

OPENINGS AND 8'-0" O.C. MAX

HORIZONTAL SPACING. NOTCH AND

NOTE:

WHERE FULL-HEIGHT SHEATHINGA.

OR GYPSUM BOARD OCCURS

ON BOTH SIDES OF STEEL STUD

FRAMING, BRIDGING MAY BE

WHERE FULL-HEIGHT SHEATHING,B.

OR GYPSUM BOARD OCCURS

ON ONE SIDE OF WALL ONLY,

STRAP MAY BE OMITTED ON

VERTICAL SPACING.

SPLICE STRAPPING AT BLOCKINGCONTRACTORS OPTION TO USE

SCAFCO. SPACE AT 1/3 POINTS AS REQUIRED.

TO STUDS.

OMITTED.

THAT SIDE OF WALL.

9.

NOTES:

NOTES:

1. STEEL STUD.

2. #10 SCREW AT 12" O.C.

EXTERIOR

INTERIOR

TYPICAL WALL CORNER

EXTERIOR

INTERIOR

TYPICAL TEE INTERSECTION

STEEL TRACK.3.

NOTE:

SEE STUD SCHEDULE FOR STUD

AND TRACK SIZES.

ALONG STUD HEIGHT.

CJP

TYPICAL BRIDGING AT STEEL JOISTS TYPICAL STEEL JOIST BRIDGING TO WALL

TYPICAL ADDITIONAL WEB MEMBERS FOR CONCENTRATED

LOAD OCCURRING AWAY FROM STEEL JOIST PANEL POINT

TYPICAL FRAMED BEAM TO BEAM CONNECTION

STEEL LEDGER AND SPLICE AT MASONRY WALL

TYPICAL STEEL STUD BRIDGING ATTACHMENTS

TYPICAL WALL CORNER AND TEE INTERSECTIONSTYPICAL PILE SPLICE

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

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