Attachment__2_-_Drawings_dated_30_October_2013_-_Part_6.pdf

STEEL BEAM LEGEND

WXXxXX (+) C=XX" [XX] R=XX <XX>

BEAM SZE

BEAM CAMBER

NO. OF 3/4"øx4 1/2" (UNO) HEADED STUDS

FACTORED BEAM END SHEAR

(TYP. BOTH ENDS UNO)

(MIN. 35KIPS ALL BEAMS UNO)

(MIN 12 KIPS ALL W8'S & W10'S)

CANTILEVER CONNECTION

CANTILEVER SECTION,

MATCH BEAM SIZE UNO.

MOMENT CONNECTION

FACTORED BEAM END AXIAL FORCE

(+/- KIPS) (TYP. BOTH ENDS UNO)

INDICATES BEAM IS FLUSH WITH ADJACENT TOP OF JOIST/DBE

• PLAN DEPICTS EXISTING FRAMING AND NEW SUPPORTS FOR

EXISTING JOISTS AND EXISTING CMU WALLS. NEW STEEL IS

SHOWN W/ DARK LINES AND IS LABELED.

• TOS=TOP OF STEEL

• BOS=BOTT. OF STEEL

• JBE=JOIST BEARING ELEVATION

• TBE=TRUSS BEARING ELEVATION

• DBE=DECK BEARING ELEVATION

• EM"X"=EMBED PLATE "X", SEE EMBED PLATE SCHEDULE

• PROVIDE FLAT SUMP PLATES AT ALL ROOF DRAINS, SEE ARCH FOR

LOCATIONS

• SEE WALL PLAN FOR NEW REINFORCING & GROUT AT LOCATIONS

WHERE NEW STEEL BEAMS BEAR ON EXISTING CMU WALLS

• AT EMBED PLATES, SEE TYPICAL DETAILS FOR ADDITIONAL

REQUIREMENTS (WELDS, ETC.)

• AT EMBED PLATES (WHERE STEEL BEAMS BEAR ON WALLS),

PROVIDE STIFFENER PLATES, ETC. AS PER DETAILS FOR STEEL

BEAMS BEARING ON CMU

ROOF GENERAL NOTES

• INDICATES TYPE OF DECKING,

COORDINATE WITH GENERAL NOTES; SEE

HATCH FOR EXTENTS

"XXX"

• AT ALL LOCATIONS WHERE EXISTING MECHANICAL

DUCT PENETRATIONS ARE TO BE ABANDONED,

PATCH HOLES W/ 1 1/2" DP. 22 GA. NR DECK,

ATTACHED W/ #12 SCREWS @ EA. FLUTE &

SIDELAPS @ 16" O.C.

• SEE TYPICAL DETAILS FOR NEW HOLES IN ROOF

DECK

• ALL NEW JOISTS SHALL BE DESIGNED FOR 1500 LB

ALLOWABLE ROLLOVER FORCE

1 2

3 4 5

A

B

C

D

E

FF

H

M

NN

5.2

7.1

L.8

42'-2 7/8"

'-1

/8

'-4

/4

'-9

/4

W10X15

W

X4

<2 0>

W

X3

<2 0>

W

X4

<2 0>

W8X13

W 8X

W

X5

W

X2

<2 0>

W

X4

R =4

<2

0>

W10X22

W

X2

W

X2

W

X5

W

X3

W

X3

<2 0>

W

X3

<2 0>

TOS=14'-8 1/4"

TOS=12'-3 1/8"W10X15

TO

S=

'-0

/8

BO

S=

9' -4

BO

S=

'-4

BO

S=

'-4

TOS=12'-0 5/8" TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TOS=10'-6 3/4"

TO

S=

'-0

/8

R D

W16X26

BOS=12'-0 5/8"

N7.1

NE.8NE.8

NJ.4NJ.4

NK.9NK.9

NA.9NA.9

NC.8NC.8

C.4C.4

S301

N7.05

N7.05

S3012

S301

NAANAA

NN.1

NM.2

W18X76 R=40 <20>

NE.6NE.6

S631S131

S303

W14X30 <20>

S3036

S304

W18X86 R=40

S304 3

S631S131

K1

J O

IS

TS

'-6 " O

.C . M

AX

W14X53 R=30

TOS=12'-3 1/8"

S631S131

W24X84 BOS=9'-4 3/8"

Sim

S631S131

W

X2

BO

S=

'-4

W

X6

R =5

TO

S=

'-0

/8

'-0

9' -2

/2

8'-2 3/8"

W10X26 1 Sim

S631S131

Sim

S631S131

S631S131

3 3 3 3

33 3

S641S131

S631S131

S631S131

S302

S631S131

S631S131

Sim

S631S131

Sim

S631S131

W8X21

BOS=9'-4"

2 2 22

W10X22

TOS=12'-0 5/8" 1

6 6

Sim

S611S131

S304

10 BO

S=

4' -2

S611S131

W14X30

TOS=12'-3 1/8" 2L

5X

3- 1/

2X 3/

(L

LB

B)

(3 /8

" G

AP

'-6

/2

'-8

/8

S301

S304S131

S641S131

W10X22

TOS=12'-3 1/8"

W10X22 TOS=12'-3 1/8"

W10X22 TOS=12'-3 1/8"

W10X15 TOS=12'-3 1/8"

W10X15 TOS=12'-3 1/8"

W10X15

TOS=12'-3 1/8"

W10X15 TOS=12'-3 1/8"

W10X22

TOS=12'-3 1/8"

1'

-1

5/ 8"

5' -8

6'

-6

6' -6

6'

-6

6' -6

6'

-6

3' -9

2'

-9

14 14

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /8

S612S131

Sim

S612S131

S511S131

S511S131

W14X30

TOS=12'-3 1/8"

S632S131

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

EXIST. BAR JOIST

EXIST. BAR JOIST

EXIST. BAR JOISTS @ ±4'-0" O.C.

EXIST. BAR JOISTS @ ±4'-0" O.C.

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

EX

IS

T.

B

AR

J

O

IS

TS

2'

-0 " O

.C

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

4' -0

" O .C

EX

IS

T.

B

AR

J O

IS

TS

4'

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

'-7

/8

8'

-9

'-7

/8

'-1

/4

'-9

'-9

/8

'-2

'-3

/2

± 19'-6" ± 18'-1"

± 22'-8 3/8" ± 19'-3 1/2" ± 21'-0 1/2" ± 7'-4 7/8"

'-2

/2

'-1

3/ 4"

8'-2 3/8"

Sim

S631S131

± 7'-11"

SCOPE OF WORK LEGEND

THE SCOPE OF WORK IS DIVIDED INTO TWO SEPARATE

DESIGNATIONS:

DKFX: 11-1122 A FOR ADD (MINOR CONSTRUCTION)

AND

DKFX: 11-1122 B FOR REPAIR

INDICATES WORK AS REQUIRED FOR

MINOR CONSTRUCTION (MC)

ALL OTHER WORK IS REPAIR

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S131

RO

OF

F

RA

M

IN

G

PL

AN

NO

RT

H)

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

KEYED NOTES (THIS SHEET ONLY)

1 NEW COLUMN, SEE FOUNDATION PLAN FOR SIZE AND BASE PLATE

2 NEW CMU LINTEL WITHIN EXISTING CMU WALL. SEE LINTEL SCHEDULE FOR SIZE

& REINF.; ATTACH TO WALL ABOVE W/ #4 DOWELS x 1'-4" EMBED. (W/ EPOXY OR

FRESH GROUT) @ 32" O.C.

3 COLLECTOR: L6x6X3/8 AT UNDERSIDE OF EXIST. ROOF DECK. ATTACH TO DECK

W/ #10 SCREWS @ EVERY OTHER FLUTE. ATTACH AT END CONNECTIONS TO

BEAM WEBS W/ 1/4" FILLET WELDS EA. SIDE. ATTACH TO ADJACENT WALLS W/

EPOXY BOLTS (OR EMBEDDED HEADED STUDS) AS PER DETAILS

4 L6x6x3/8 AT EDGE OF WALL FOR ATTACHMENT TO DECK, SIMILAR TO AS SHOWN

ON 6/S.631, BUT WHERE NO SHOT-CRETE WALL EXISTS, NO HEADED STUDS

SHOULD BE PROVIDED, & INSTEAD, EPOXY BOLTS @ 2'-0" O.C. SHOULD BE

PROVIDED

5 PROVIDE EMBED. PL (FOR BM BRG) IN SHOTCRETE WALL: 3/4" THK x 10" LONG x WIDTH OF SHOTCRETE WALL (6" OR 4") W/ (2) #5 DBA'S x 2'-1" LONG, SHOT TO UNDERSIDE OF EMBED. PL. WELD BM TO EMBED PL W/ 1/4" FILLET WELD x 3 1/2"

LONG EA. SIDE OF BOTT. FLANGE

6 PROVIDE EMBED PL IN EXIST CMU WALL: 3/4" THK x 8" LONG x (MAXIMUM OF EITHER THE BEAM FLANGE WIDTH + 1", OR 6") WIDE, W/ (1) #5 x 2'-4" LONG DBA'S

SHOT TO UNDERSIDE OF EMBED PLATE; NOTE THAT GROUT SHOULD BE

PROVIDED BELOW EMBED PLATE

7 PROVIDE PIPE3XXS TO POST UP FROM HEADER OVER STOREFRONT TO

SUPPORT W14 GIRDER AT JOIST BEARING

8 PROVIDE EMBED PL IN NEW CMU WALL: 3/4" THK x 8" LONG x (MAXIMUM OF EITHER THE BEAM FLANGE WIDTH + 1", OR 6") WIDE, W/ (1) #5 x 2'-4" LONG DBA'S

SHOT TO UNDERSIDE OF EMBED PLATE; NOTE THAT GROUT SHOULD BE

PROVIDED BELOW EMBED PLATE

9 PROVIDE BOND BEAM & JAMBS IN NEW CMU WALL PER SCHEDULE

10 PROVIDE RETROFIT CMU LINTEL (CONSISTING OF CHANNELS EA. SIDE) (W/ NEW

REINF.), PER TYPICAL DETAILS

11 BEAM FOR OPERABLE PARTITION SUPPORT, SUPPORTED AT HANGERS, SEE

DETAIL

12 PROVIDE 3" STANDARD PIPE HANGER TO SUPPORT LOW W6 BEAM, SEE DETAIL

13 PROVIDE HSS3x3 POSTS @ EA. STEEL BEAM AS SHOWN IN SECTIONS 9 & 10/S641 14 PROVIDE L2x2x1/4 KICKER BRACES @ 8'-0" O.C. FROM BOTT. FLANGE OF STEEL

BEAM UP TO TOP FLANGE OF ADJACENT FRAMING; ATTACH TO EA. W/ 1/4" x 5"

SQ. TAB PLATE; MIN. 2" LONG 3/16" FILLET WELD EA. SIDE OF ANGLE @ EA. END

15 PROVIDE L6x6x3/8 BTW. BM'S & WELD END TO BM'S W/ 1/4" x 2" FILLET WELD EA.

SIDE OF BM WEB. ATTACH DECK TO L4x4 W/ #10 SCREWS @ 12" O.C.; WHERE L6x6 IS W/IN SHOTCRETE WALL, ATTACH TO WALL PER TYP. DETAILS

16 COLLECTOR: L8x4x3/8 (LLV) (OR 8"x6x3/8" BENT PL) DISCONTINUOUS BTW. BAR JOIST TOP CHORD (& JOIST SEAT) ALONG W/ HSS2x2x1/4 CONTINUOUS; ATTACH

TO DECK W/ #10 SCREWS @ EVERY OTHER FLUTE & ATTACH TO ADJACENT

WALLS W/ EPOXY BOLTS (OR EMBEDDED HEADED STUDS) AS PER DETAILS;

NOTE THAT GC MAY ELECT TO USE L6x4 (LLV) INSTEAD OF L8x4 BTW JOISTS

WHERE NO WALLS ARE TO BE ANCHORED TO; WHERE STEEL BEAMS INTERFERE,

ATTACH HSS2x2 TO BEAM WEB W/ 1/4" DIA. FILLET ALL AROUND

17 SPLICE OF COLLECTOR W/ STEEL BEAM; SEE TYP. DETAILS 6/S632 & 3/S632

18 COPE STL ANGLE & WELD MIN. OF 2" OF ANGLE VERT. LEG (BOTH SIDES) TO WEB

OF STL BM W/ 1/4" FILLET WELD

1/8" = 1'-0"S301 S131

1 ROOF FRAMING PLAN (NORTH)

NORTH

SIDE

0'

= 1'-0"

4' 8' 16'

1/8"

DD

E

FF

J

K

L

H

M

NN

G

9.3 9.7

L.8

W8X18

W

X4

<2 0>

W

X2

<2 0>

W

X3

<2 0>

W

X4

<2 0>

W16X40

W

X4

R =4

<2

0>

W

X3

W

X2

W

X2

W16X40

W14X53 <20>

W

X4

<2 0>

W

X2

<2 0>

W

X2

<2 0>

W 8X

W16X36

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TOS=10'-6 3/4"

TOS=12'-0 5/8"

TOS=12'-0 5/8"

TO

S=

'-3

/8

TOS=11'-4 5/8"

TOS=12'-0 5/8"

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

TO

S=

'-0

/8

BO

S=

'-0

/8

TO

S=

'-0

/8

S513S132

S611S131

N7.1

NE.8NE.8

NJ.4NJ.4

NK.9

NK.9

N8.5

NA.9NA.9

NC.8NC.8

C.4C.4

N9.5

9.4

9.4

S301

N7.05

N7.05

N7.8

N7.8

S3012

S301

S301 4

NAANAA

S302

NN.1

NN.1

NP

W18X76 R=40 <20>

36'-0"

S302

S302

NE.6NE.6

S303

S303

S303

W14X30 <20>

S304

W18X86 R=40

S3042

S3044

K1

J O

IS

TS

'-6 " O

.C . M

AX

W14X53 R=30 W14X30

TOS=12'-3 1/8"

TOS=12'-3 1/8"

TOS=12'-3 1/8"

TOS=12'-3 1/8" TOS=12'-3 1/8"

W14X53

TOS=12'-0 5/8"

W21X55 BOS=9'-4 3/8"

1 1

S513S132

S631S132

S631S132

W

X6

R =5

TO

S=

'-0

/8

9' -2

/2

9' -2

/2

Sim

S631S131

3 3 3

NC.5NC.5

Sim

S631S131

Sim

S631S131

Sim

S631S131

BO

S=

9' -4

/8

BO

S=

9' -4

/8

BO

S= 7'

-5

/2

BO

S=

7' -5

/2

BO

S=

7' -5

/2

BO

S= 7'

-5

/2

S631S132

Sim

S631S131

S631S131

RD1

± 3'-9 1/8"

6'

-3 " 8..

BOS=7'-4"

S611S111

C12X20.7 TOS=10'-9 3/4"

Sim

S611S111

Sim

S611S111

Sim

S611S111

Sim

S611S111

N9.1

BO

S=

9' -4

/8

W8X18

BOS=9'-4 3/8"

12 12

S304

S611S132

S611S132

S301

S304S131

S611S132

S611S132

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /815

151515

15 15 15

S631S132

S612S132

W14X30 TOS=12'-0 5/8"

S612S102

C12X20.7 1 1

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

EXIST. BAR JOISTS @ ±4'-0" O.C.

EXIST. BAR JOISTS @ ±4'-0" O.C.

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

EX

IS

T.

B

AR

J

O

IS

TS

4'

-0 " O

.C

EXIST. BAR JOIST

EXIST. BAR JOIST

EXIST. BAR JOISTS @ ±4'-0" O.C.

EXIST. BAR JOISTS @ ±4'-0" O.C.

@ ±4'-0" O.C.

EXIST. BAR JOISTS

@ ±4'-0" O.C.

EXIST. BAR JOISTS

@ ±4'-0" O.C.

EXIST. BAR JOISTS

EXIST. BAR JOISTS @ ±4'-0" O.C.

S632S132

TO REMAIN

EXIST. CONCR. LOW ROOF

'-2

/2

8'

-7

/8

'-2

/8

'-8

/8

'-5

/8

'-1 0"

'-1

/8

'-7

/8

± 40'-7 5/8" ± 24'-4 3/8" ± 23'-8 3/8" ± 24'-4 3/8" ± 34'-7 5/8"

32'-2 1/2" 7'-11"

S632

4 4

S632

S632S132

S632S132

3 20

202020

19 17

204 19

PLEASE NOTE THAT

THESE TWO

DIMENSIONS

SHOULD BE EQUAL

± 7'-11"

STEEL BEAM LEGEND

WXXxXX (+) C=XX" [XX] R=XX <XX>

BEAM SZE

BEAM CAMBER

NO. OF 3/4"øx4 1/2" (UNO) HEADED STUDS

FACTORED BEAM END SHEAR

(TYP. BOTH ENDS UNO)

(MIN. 35KIPS ALL BEAMS UNO)

(MIN 12 KIPS ALL W8'S & W10'S)

CANTILEVER CONNECTION

CANTILEVER SECTION,

MATCH BEAM SIZE UNO.

MOMENT CONNECTION

FACTORED BEAM END AXIAL FORCE

(+/- KIPS) (TYP. BOTH ENDS UNO)

INDICATES BEAM IS FLUSH WITH ADJACENT TOP OF JOIST/DBE

• PLAN DEPICTS EXISTING FRAMING AND NEW SUPPORTS FOR

EXISTING JOISTS AND EXISTING CMU WALLS. NEW STEEL IS

SHOWN W/ DARK LINES AND IS LABELED.

• TOS=TOP OF STEEL

• BOS=BOTT. OF STEEL

• JBE=JOIST BEARING ELEVATION

• TBE=TRUSS BEARING ELEVATION

• DBE=DECK BEARING ELEVATION

• EM"X"=EMBED PLATE "X", SEE EMBED PLATE SCHEDULE

• PROVIDE FLAT SUMP PLATES AT ALL ROOF DRAINS, SEE ARCH FOR

LOCATIONS

• SEE WALL PLAN FOR NEW REINFORCING & GROUT AT LOCATIONS

WHERE NEW STEEL BEAMS BEAR ON EXISTING CMU WALLS

• AT EMBED PLATES, SEE TYPICAL DETAILS FOR ADDITIONAL

REQUIREMENTS (WELDS, ETC.)

• AT EMBED PLATES (WHERE STEEL BEAMS BEAR ON WALLS),

PROVIDE STIFFENER PLATES, ETC. AS PER DETAILS FOR STEEL

BEAMS BEARING ON CMU

ROOF GENERAL NOTES

• INDICATES TYPE OF DECKING,

COORDINATE WITH GENERAL NOTES; SEE

HATCH FOR EXTENTS

"XXX"

• AT ALL LOCATIONS WHERE EXISTING MECHANICAL

DUCT PENETRATIONS ARE TO BE ABANDONED,

PATCH HOLES W/ 1 1/2" DP. 22 GA. NR DECK,

ATTACHED W/ #12 SCREWS @ EA. FLUTE &

SIDELAPS @ 16" O.C.

• SEE TYPICAL DETAILS FOR NEW HOLES IN ROOF

DECK

• ALL NEW JOISTS SHALL BE DESIGNED FOR 1500 LB

ALLOWABLE ROLLOVER FORCE

SCOPE OF WORK LEGEND

THE SCOPE OF WORK IS DIVIDED INTO TWO SEPARATE

DESIGNATIONS:

DKFX: 11-1122 A FOR ADD (MINOR CONSTRUCTION)

AND

DKFX: 11-1122 B FOR REPAIR

INDICATES WORK AS REQUIRED FOR

MINOR CONSTRUCTION (MC)

ALL OTHER WORK IS REPAIR

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S132

RO

OF

F

RA

M

IN

G

PL

AN

SO

UT

H)

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

1/8" = 1'-0"S301 S132

1 ROOF FRAMING PLAN (SOUTH)

KEYED NOTES (THIS SHEET ONLY)

1 NEW COLUMN, SEE FOUNDATION PLAN FOR SIZE AND BASE PLATE

2 NEW CMU LINTEL WITHIN EXISTING CMU WALL. SEE LINTEL SCHEDULE FOR SIZE &

REINF.; ATTACH TO WALL ABOVE W/ #4 DOWELS x 1'-4" EMBED. (W/ EPOXY OR

FRESH GROUT) @ 32" O.C.

3 COLLECTOR: L6x6X3/8 AT UNDERSIDE OF EXIST. ROOF DECK. ATTACH TO DECK

W/ #10 SCREWS @ EVERY OTHER FLUTE. ATTACH AT END CONNECTIONS TO

BEAM WEBS W/ 1/4" FILLET WELDS EA. SIDE. ATTACH TO ADJACENT WALLS W/

EPOXY BOLTS (OR EMBEDDED HEADED STUDS) AS PER DETAILS

4 COLLECTOR: L8x4x3/8 (LLV) (OR 8"x6x3/8" BENT PL) DISCONTINUOUS BTW. BAR JOIST TOP CHORD (& JOIST SEAT) ALONG W/ HSS2x2x1/4 CONTINUOUS; ATTACH

TO DECK W/ #10 SCREWS @ EVERY OTHER FLUTE & ATTACH TO ADJACENT WALLS

W/ EPOXY BOLTS (OR EMBEDDED HEADED STUDS) AS PER DETAILS; NOTE THAT

GC MAY ELECT TO USE L6x4 (LLV) INSTEAD OF L8x4 BTW JOISTS WHERE NO

WALLS ARE TO BE ANCHORED TO; WHERE STEEL BEAMS INTERFERE, ATTACH

HSS2x2 TO BEAM WEB W/ 1/4" DIA. FILLET ALL AROUND

5 L6x6x3/8 AT EDGE OF WALL FOR ATTACHMENT TO DECK, SIMILAR TO AS SHOWN

ON 6/S.631, BUT WHERE NO SHOT-CRETE WALL EXISTS, NO HEADED STUDS

SHOULD BE PROVIDED, & INSTEAD, EPOXY BOLTS @ 2'-0" O.C. SHOULD BE

PROVIDED

6 PROVIDE RETROFIT CMU LINTEL (CONSISTING OF CHANNELS EA. SIDE) (W/ NEW

REINF.), PER TYPICAL DETAILS

7 EXISTING WALL OPENING BELOW

8 EXIST. BAR JOIST TO FRAME TWO EDGES OF OPENING IN DECK; PROVIDE NEW

STEEL L6x6 FRAMING AT EDGES OF DECK FOR ATTIC HATCH FRAME & EDGE OF

DECK SUPPORT, SIM TO AS PER TYPICAL DETAIL FOR DECK OPENING

9 INFILL EXISTING OPENING IN ROOF DECK W/ L6x6 BTW. JOISTS & OTHER SIDES OF

FORMER OPENING (SIMILAR TO TYP DETAIL FOR SUPPORT OF EDGES OF

OPENING IN DECK) TO SUPPORT NEW ROOF DECKING

10 PROVIDE EMBED. PL (FOR BM BRG) IN SHOTCRETE WALL: 3/4" THK x 10" LONG x WIDTH OF SHOTCRETE WALL (6" OR 4") W/ (2) #5 DBA'S x 2'-1" LONG, SHOT TO UNDERSIDE OF EMBED. PL. WELD BM TO EMBED PL W/ 1/4" FILLET WELD x 3 1/2"

LONG EA. SIDE OF BOTT. FLANGE

11 PROVIDE EMBED PL IN EXIST CMU WALL: 3/4" THK x 16" LONG x 7" WIDE, W/ (2) #5 x

2'-4" LONG DBA'S SHOT TO UNDERSIDE OF EMBED PLATE; NOTE THAT GROUT

SHOULD BE PROVIDED BELOW EMBED PLATE

12 PROVIDE EMBED PL IN EXIST CMU WALL: 3/4" THK x 8" LONG x (MAXIMUM OF EITHER THE BEAM FLANGE WIDTH + 1", OR 6") WIDE, W/ (1) #5 x 2'-4" LONG DBA'S

SHOT TO UNDERSIDE OF EMBED PLATE; NOTE THAT GROUT SHOULD BE

PROVIDED BELOW EMBED PLATE

13 PROVIDE SHEAR CONNECTION TO ATTACH BEAM TO ADJACENT BEAM AT END

14 PROVIDE EMBED PL IN EXIST CMU WALL: 3/4" THK x 16" LONG x (MAXIMUM OF

EITHER THE BEAM FLANGE WIDTH + 1", OR 6") WIDE, W/ (2) #5 x 2'-4" LONG DBA'S

SHOT TO UNDERSIDE OF EMBED PLATE; NOTE THAT GROUT SHOULD BE

PROVIDED BELOW EMBED PLATE

15 PROVIDE L2x2x1/4 KICKER BRACES @ 8'-0" O.C. FROM BOTT. FLANGE OF STEEL BEAM UP TO TOP FLANGE OF ADJACENT FRAMING; ATTACH TO EA. W/ 1/4" x 5" SQ.

TAB PLATE; MIN. 2" LONG 3/16" FILLET WELD EA. SIDE OF ANGLE @ EA. END

16 COLLECTOR AT CONCRETE DECK: L6x4x3/8 (LLV) W/ 3/4" DIA. x 5" EMBED. EPOXY

BOLTS @ 24" O.C.

17 COLLECTOR SPLICE PER 7/S631

18 SPLICE OF COLLECTOR W/ STEEL BEAM; SEE TYP. DETAILS 6/S632 & 3/S632

19 PROVIDE STL ANGLE @ TOP OF SHOTCRETE WALL PER TYP. DETAIL

20 COPE STL ANGLE & WELD MIN. OF 2" OF ANGLE VERT. LEG (BOTH SIDES) TO WEB

OF STL BM W/ 1/4" FILLET WELD

SOUTH

SIDE

0'

= 1'-0"

4' 8' 16'

1/8"

6 8

D

F

H

NE.8

NJ.4

S301

N7.05 N7.8

S3012

S301

S301 4

S641S140

S641S140

S641S140

S303

16'-2"

R D

TRUSS

TRUSS

TR

U

SS

TR

U

SS

BP

BP

BP

4' -0

4'

-0

4' -0

4'

-0

4' -0

4'

-0

3' -0

3'

-0

2' -2

/2

W8X21

W8X21

W8X21

W8X21

W8X21

W8X21

W8X21

W8X21

W 8X

W

8X

W 8X

W

8X

W 8X

W

8X

0' -6

/2

1'

-9

/4

S641S140

3 4 5 6 8 9 10

L

M

N

7.9

9.3 9.7L.8

NK.9

9.4N7.8

NN.1NN.1

N5.1 N5.6 N8.4 N8.6

NP

NQ NQ

NM.2

N4.1N3.1 N9.2 N9.8 S303

'-0

S303

S631S131

@ 4'-0" O.C. MAX.

HSS8x4x3/16 RAFTERS

HSS8x4x3/16 RAFTERS @ 4'-0" O.C. MAX. HSS8x4x3/16 RAFTERS @ 4'-0" O.C. MAX.

'-6

/2

'-0

S303

S3036 S303 6

Si m

S304

N7.4

S303 2

S631S132

S631S132

RD1

TRUSS

TRUSS

TR

U

SS

TR

U

SS

S304

S611S132

S301

S301

S304S131

S641S140

L6X6X3/8

L6X6X3/8

L6X6X3/8

L6X6X3/8

L6X6X3/8 L6X6X3/8

L6X6X3/8L6X6X3/8L6X6X3/8L6X6X3/8

L6 X6X

3/8 L6

X6 X3

/8

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /8

3 3 3 3

S611S132

S631S132

NOTE THAT DECK

MUST BE CRIMPED

FOR RADIUS

S632

S632

S632S132

HSS12X6X3/8 AESS

HSS12X6X3/8 AESS

HSS12X6X3/8 AESS

HSS12X6X3/8 AESS HSS6X6X3/8 AESS

HSS12X6X3/8 AESSHSS12X6X3/8 AESS

HSS12X6X3/8 AESS HSS12X6X3/8 AESS

Mr=2 FTxK (TYP

@ CANT. CONX)

Sim

S642S140

Sim

S642S140

Sim

S642S140

Sim

S642S140

Sim

S642S140

AR

C

H

SE

E

2' -4

23'-0" 23'-0" 10'-6" 30'-2" 30'-2" 10'-6" 23'-0" 23'-0"

5' -0

'-0

TYP BENT PL @

ROOF DECK

EDGE (SEE

ARCH FOR EDGE

LOCATION)

TYP BENT PL @

ROOF DECK

EDGE (SEE

ARCH FOR EDGE

LOCATION)

8 9

A

B

D

N7.1 N8.5

NA.9

NC.8

C.4

N9.5

NAA

S302

'-0

/2

'-0

/2

S302

S302

HSS8x4x1/4 RAFTERS @ 4'-0" O.C. MAX.

NE.6

S303

HSS12X6X3/8 AESS

HSS12X6X3/8 AESS

S3042

S304 3

N7.7

S3044

'-0

29'-2 1/2" 18'-10"

'-4

/2

RD1

TRUSS

TRUSS

TRUSS

TR

U

SS

TR

U

SS

TR

U

SS

TR

U

SS

TR

U

SS

N9.1

S641S140

BP

1 1

2' -4

AR

C

H

R

EF

ER

T

O

SE

E

AR

C H

11'-4" 11'-4" 7'-4 1/8" 2'-1 1/4"

5' -0

5'

-0

5' -0

1'

-6

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6

X3 /8

L6 X6X

3/8 L6X6X3/8

L6X6X3/8

L6X6X3/8

L6X6X3/8

L6X6X3/8

L6X6X3/8 L6X6X3/8

L6X6X3/8

L6X6X3/8 L6X6X3/8

1 1 1 1 1 1 1

3 3 3

NOTE THAT DECK

MUST BE CRIMPED

FOR RADIUS

Mr=2 FTxK (TYP

@ CANT. CONX)

S642S140

EX

IS

T.

T

R U

SS

EX

IS

T.

T

R U

SS

EX

IS

T.

T

R U

SS

EX

IS

T.

T

R U

SS

EX

IS

T.

T

R U

SS

S642S140

Sim

S642S140

• PLAN DEPICTS EXISTING ROOF IN BACKGROUND. NEW STEEL IS SHOWN W/

DARK LINES AND IS LABELED. TYP. RAFTER (HSS8x4) R=12

• TOS=TOP OF STEEL

• BOS=BOTT. OF STEEL

• JBE=JOIST BEARING ELEVATION

• TBE=TRUSS BEARING ELEVATION

• DBE=DECK BEARING ELEVATION

• BP=3/8" BENT PLATE W 4” VERT. LEG TO SUPPORT DECK EDGE. ATTACH

TO STRUCTURE W/ 1/4” FILLET WELD @ 2-12 PATTERN @ END & UNDERSIDE

OF HORIZ. LEG

• PROVIDE FLAT SUMP PLATES AT ALL ROOF DRAINS, SEE ARCH FOR

LOCATIONS

CANOPY & HIGH ROOF FRAMING GENERAL NOTES

• INDICATES TYPE OF DECKING, COORDINATE WITH SPECS & GENERAL

NOTES; SEE TYPICAL DETAIL FOR ATTACHMENT PATTERN

"XXX"

STEEL BEAM LEGEND

WXXxXX (+) C=XX" [XX] R=XX <XX>

BEAM SZE

BEAM CAMBER

NO. OF 3/4"øx4 1/2" (UNO) HEADED STUDS

FACTORED BEAM END SHEAR

(TYP. BOTH ENDS UNO)

(MIN. 35KIPS ALL BEAMS UNO)

(MIN 12 KIPS ALL W8'S & W10'S)

CANTILEVER CONNECTION

CANTILEVER SECTION,

MATCH BEAM SIZE UNO.

MOMENT CONNECTION

FACTORED BEAM END AXIAL FORCE

(+/- KIPS) (TYP. BOTH ENDS UNO)

INDICATES BEAM IS FLUSH WITH ADJACENT TOP OF JOIST/DBE

SCOPE OF WORK LEGEND

THE SCOPE OF WORK IS DIVIDED INTO TWO SEPARATE

DESIGNATIONS:

DKFX: 11-1122 A FOR ADD (MINOR CONSTRUCTION)

AND

DKFX: 11-1122 B FOR REPAIR

INDICATES WORK AS REQUIRED FOR

MINOR CONSTRUCTION (MC)

ALL OTHER WORK IS REPAIR

3 4

E

F

H

S641S131

S641S131

14'

9'

ARCH.

REFER TO

ARCH.

REFER TO

R

EF

ER

T

O A

R C

H

S632S131

RD1

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S140

C

AN

OP

Y

AN

D

HI

GH

R

OO

F

FR

AM

IN

G

PL

AN

S

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

1/8" = 1'-0"S301 S140

HIGH ROOF FRAMING PLAN @

CLERESTORY

1/8" = 1'-0"S301 S140

FLIGHTLINE CANOPY FRAMING

PLAN

1/8" = 1'-0"S301 S140

FRONT CANOPY FRAMING

PLAN

0'

= 1'-0"

4' 8' 16'

1/8"

1/8" = 1'-0"S301 S140

HIGH ROOF FRAMING PLAN AT

ROOF EXTENSION

KEYED NOTES (THIS SHEET ONLY)

1 PROVIDE L4x4x3/8 @ BOTT. OF DECK TO SUPPORT DECK EDGE AT OPENING 2 W6x15 W/ CANT. CONX Mr=4 FTxK & Vr=1 K 3 PROVIDE LT. GA. "TRUSS" (AS PER 6/S304) FOR SUPPORT OF EXISTING ROOF PURLINS WHERE

EXISTING TRUSSES MUST BE REMOVED FOR INSTALLATION OF EXTENSION OF CANOPY FRAMING

4 PROVIDE 600S250-58 FRAMING (TO MATCH SLOPE & ELEVATION (MINUS 1 1/2") OF EXISTING

TRUSSES SUPPORTING EXISTING TRUSSES) @ EA. STEEL BEAM BELOW; SEE SECTIONS 9 & 10/S641

FOR ATTACHMENTS & FOR ADDITIONAL BRACING

5 PROVIDE 600S162-33 PURLINS @ 2'-0" O.C.; SEE SECTIONS 9 & 10/S641 FOR ATTACHMENTS

NOTES:

1.) ALL SPLICES SHALL BE CLASS "B" SPLICES, U.N.O.

2.) ALL REINFORCING BARS SHALL BE SUPPORTED IN CHAIRS (PLASTIC

OR H.D.G.) W/ SAND PLATES TO ENSURE PROPER PLACEMENT/SUPPORT

OF BARS

3.) FOR FS2.0, SEE TYPICAL DETAIL

MASONRY NOTES:

1.) SEE PLAN AND TYPICAL DETAILS FOR ADDITIONAL REINFORCING AND SPECIFIC

LOCATIONS

2.) PROVIDE BOND BEAMS AT TOP OF WALL & AT 4'-0" O.C., U.N.O.

3.) ALL VERTICAL REINFORCING SHALL BE LOCATED AND ANCHORED USING PREFABRICATED

BAR POSITIONERS

4.) SEE SHEET S511 FOR TYPICAL BOND BEAM REINFORCING ARRANGEMENT AT

INTERSECTIONS, MASONRY CONTROL JOINTS, CORNERS, AND TERMINATIONS

5.) SEE SHEET SHEET S511 FOR TYPICAL VERTICAL REINFORCING AT WALL TERMINATIONS,

INTERSECTIONS, AND CORNERS.

6.) LOCATE AND PROVIDE CMU CONTROL JOINTS IN WALLS PER DETAILS S511

7.) ALL VERTICAL REINFORCING SHALL BE LOCATED AND ANCHORED USING PREFABRICATED

BAR POSITIONERS

(CMU WALLS)

LAP SPLICE LENGTHS

BAR

SIZE

#4

#5

#6

(1)-BAR PER CELL /

BOND BEAM / LINTEL COURSE

1'-9"

(2)-BARS PER CELL /

BOND BEAM / LINTEL COURSE

2'-2"

2'-1" 3'-4"

3'-7" 4'-11"

1) 2) 3) 4)

5) ATTACH STUDS TO BOTT. TRACK PER TYP. STUD TO TRACK CONNECTION DETAIL. WHERE SPECIFIED AS A TOP TRACK CONNECTION, STUDS SHALL BE ATTACHED TO TOP

TRACK PER THE SAME DETAIL.

6) 7)

8) ATTACH BOTT. TRACK TO STRUCTURE PER TYP. BOTTOM TRACK ANCHORAGE DETAIL

9) ATTACH TOP TRACK TO STRUCTURE PER TYP. BOTTOM TRACK ANCHORAGE DETAIL

10) 11) 12) 13) 14) 15)

METAL STUD WALL FRAMING SCHEDULE

MARK SIZE

BOTTOM

TRACK

TOP

CONX SPACING

MSW-6A 600S162-33 16" O.C.

SCHEDULE NOTES:

600T150-43 SEE NOTE 5

BRIDGING

SPACING

48" O.C.

WEB

STIFFENER

N/A

SCHEDULE NOTES:

MSW-4A

TOP TRACK

600T150-43

NOTES

SEE NOTE 5, 8, 9

GENERAL:

1. ALL COLD FORMED MATERIAL OF 43 MILS OR LESS IN THICKNESS SHALL BE 33 KSI. ALL COLD FORMED MATERIAL OF 54 MILS OR GREATER SHALL BE

50 KSI.

2. SEE TYP. MTL. STUD FRG. DETAILS FOR BRIDGING & CONX'S

3. ATTACH MTL STUDS TO CMU WALLS W/ HELICAL RETROFIT TIES. SEE TYP. TYPICAL METAL STUD TO CMU WALL ATTACHMENT DETAIL

(2)-#5'S @ 8"/12" CMU,

(1)-#5 @ 6" CMU,

SEE TYPICAL OPENING DETAILS

STANDARD LINTEL BLOCK

TYPICAL STRETCHER UNITS

VERTICAL REINFORCING @

TYP. SPACING, EXTEND

INTO BOTTOM COURSE OF

LINTEL AS INDICATED

(8" DEEP, ONE COURSE)

(2)-#5'S EA COURSE, SEE

TYPICAL OPENING DETAILS

STANDARD LINTEL BLOCK,

TYP. BOTTOM COURSE

STANDARD OPEN BOTTOM

BOND BEAM COURSE

VERTICAL REINFORCING @ TYP.

SPACING, EXTEND INTO BOTTOM

COURSE OF LINTEL AS INDICATED

3"

(2)-#5'S EA COURSE, SEE

TYPICAL OPENING DETAILS

STANDARD LINTEL BLOCK,

TYP. BOTTOM COURSE

STANDARD OPEN BOTTOM

BOND BEAM COURSE

VERTICAL REINFORCING @ TYP.

SPACING, EXTEND INTO BOTTOM

COURSE OF LINTEL AS INDICATED

6" 6"

NOTES:

1. SUPPORT LINTEL BARS ON HORIZONTAL REBAR POSITIONERS @ 16" O.C. MAX TO ACHIEVE PROPER LOCATION

2. PROVIDE ADDITIONAL BARS, WIRE TIES, ETC. AS REQUIRED TO ENSURE LINTEL BARS ARE NOT DISPLACED DURING GROUTING OPERATIONS

3. ALL VERTICAL REINFORCING SHALL EXTEND INTO BOTTOM COURSE OF LINTEL AS SHOWN.

4. ALL COURSES OF LINTELS SHALL BE GROUTED AT THE SAME TIME WITHOUT COLD JOINTS PRESENT BETWEEN THE COURSES.

5. SEE 6/S200 FOR TYPICAL CMU LINTEL CONSTRUCTION.

6. SEE 5/S200 FOR TYPICAL CMU OPENING CONSTRUCTION.

7. WHERE LINTEL IS NOTED AS "CONT." IT IS CONTINUOUS ACROSS ADJACENT OPENINGS.

8. WHERE LINTEL IS NOTED AS "ABOVE" IT REFERS TO A SECOND LINTEL ABOVE A HIGHER OPENING.

9. ALLOWABLE SPANS ARE FOR MISCELLANEOUS OPENINGS NOT SPECIFICALLY INDICATED ON PLAN.

9.1 TYPE "L1" LINTELS SHALL BE LOCATED A MINIMUM OF (3)-COURSES BELOW FLOOR ELEVATION OR ROOF JOIST BEARING ELEVATION.

9.2 TYPE "L2" LINTELS SHALL BE LOCATED A MINIMUM OF 3'-4" BELOW FLOOR ELEVATION OR ROOF JOIST BEARING ELEVATION.

10. DO NOT LOCATE LINTEL WITHIN 8" FROM END OF BEAM BEARING PLATE OR 1'-4" EACH SIDE OF CENTERLINE OF BEAM BEARING ABOVE UNO.

11. PROVIDE MIN. 1'-4" CLEAR BETWEEN ADJACENT OPENINGS UNO.

12. TOP OF MECHANICAL OPENINGS NOTED BELOW ROOF JOIST BEARING SHALL BE A MINIMUM OF 2'-0" BELOW JOIST BEARING ELEVATION UNO.

13. FOR LINTELS IN EXISTING WALL, TYPICAL LINTEL SHALL BE DEFINED BY LINTEL RETROFIT DETAIL, UNLESS SPECIFICALLY NOTED ON PLAN.

14. NOTE THAT, WHERE LINTELS ARE IN EXISTING WALLS, CONTRACTOR HAS OPTION TO EITHER INSTALL LINTELS BY BREAKING OUT FACE SHELL, ETC., OR BY

CONSTRUCTING NEW LINTEL W/ FORMS & CAST-IN-PLACE CONCRETE, W/ REINF. SHOWN

3" 3"

6"

(16" DEEP, TWO COURSES)

(24" DEEP, THREE COURSES)

TYPE LINTELL3

TYPE LINTELL2

TYPE LINTELL1

ALLOWABLE LINTEL SPANS

LINTEL TYPE ALLOWABLE SPAN

(NOTE #9)

< 2'-0"

2'-0" TO 6'-0"

L1

L2

6'-0" TO 8'-0"L3

1'-4"MIN. 16" LINTEL

BEARING EACH END

CMU LINTEL, SEE PLANS

AND SCHEDULES

JAMB

REINFORCING

, SEE

SCHEDULE

EXTEND WALL REINFORCING INTO

BOTTOM COURSE OF LINTEL

OPEN BOTTOM BOND BEAM WITH

(2)-#5'S @ BASE OF OPENING

CONTINUOUS INTERMEDIATE BOND

BEAM, SEE SECTIONS AND SCHEDULE

FOR SPACING AND REINFORCING

WINDOW/CHASE

OPENING

NOTES:

1. JAMB BAR SIZE SHALL MATCH TYPICAL ADJACENT WALL REINFORCING SIZE

2. PROVIDE HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. VERTICALLY AND FIRST COURSE

ABOVE AND BELOW OPENING, EXTEND MIN. OF 24" PAST OPENING

3. LINTELS SHALL BE CONSTRUCTED OF STANDARD "U" SHAPED UNITS (NOT BOND BEAM UNITS)

4. JAMB REINFORCING SHALL BE CONTINUOUS FROM FOOTING, GIRT, OR DIAPHRAGM LEVEL

BELOW TO DIAPHRAGM LEVEL, GIRT OR TOP OF WALL ABOVE

5. DETAIL IS TYPICAL ALL OPENINGS GREATER THAN 1'-0" WIDE

6. COORDINATE JAMB BARS WITH SPECIFIC CMU PIER DETAILS WHERE INDICATED

JAMB BAR SCHEDULE

OPENING WIDTH # OF BARS AT EACH

SIDE OF OPENING

1'-4" TO 2'-8"

2'-9" TO 7'-4"

7'-5" TO 12'-0"

1 EACH SIDE UNO

2 EACH SIDE UNO

3 EACH SIDE UNO

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S200

SC

HE

DU

LE

S

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

SPREAD FOUNDATION SCHEDULE

MARK WIDTH LENGTH THICKNESS

BOTTOM

REINFORCING

TOP

REINFORCING

F4.5x4.5 4'-6" 4'-6" 1'-6" (6) #5'S E.W. (5) #3'S E.W.

F5.5x5.5 5'-6" 5'-6" 1'-6" (7) #5'S E.W. (6) #3'S E.W.

F6.5x6.5 6'-6" 6'-6" 1'-6" (6) #6'S E.W. (7) #3'S E.W.

F8x4.5 4'-6" 8'-0" 1'-6" (4) #8'S LONG. & (8)

#8'S TRANSV.

(4) #3'S LONG. & (8)

#3'S TRANSV.

F33 3'-0" 3'-0" 1'-0" (4) #4'S E.W. (3) #3'S E.W.

F44 4'-0" 4'-0" 1'-6" (4) #5'S E.W. (5) #3'S E.W.

F54 4'-0" 5'-0" 1'-6" (7) #5'S E.W. (5) #3'S E.W.

F55 5'-0" 5'-0" 1'-6" (7) #5'S E.W. (5) #3'S E.W.

F66 6'-0" 6'-0" 1'-6" (8) #5'S E.W. (6) #3'S E.W.

F77 7'-0" 7'-0" 1'-6" (7) #6'S E.W. (7) #3'S E.W.

F88 8'-0" 8'-0" 1'-6" (8) #6'S E.W. (8) #3'S E.W.

F99 9'-0" 9'-0" 1'-6" (8) #6'S E.W. (9) #3'S E.W.

CONTINUOUS FOUNDATION SCHEDULE

MARK WIDTH THICKNESS

BOTTOM

REINFORCING

TOP

REINFORCING

F2.0 2'-0" 1'-0" #3'S @ 18" O.C. TRANSV;

(3)#5'S CONT.

#3's @ 18" O.C.

TRANSV.

F2.3 2'-4" 1'-0" #3'S @ 18" O.C. TRANSV;

(3)#5'S CONT.

N/A

F3.0 3'-0" 1'-0" #4'S @ 12" O.C. TRANSV;

(3)#5'S CONT.

#3's @ 18" O.C.

TRANSV.

SHOTCRETE WALL SCHEDULE

MARK WALL TYPE WIDTH REINFORCING

MW8-A 8" CMU 0'-7 5/8" #5'S @ 24" O.C.

SW4A CONCRETE 0'-4" #4'S @ 12" O.C. E.W.

SW6A CONCRETE 0'-6" #4'S @ 12" O.C. E.W.

CMU WALL SCHEDULE

NAME DESCRIPTION

VERTICAL

REINF.

HORIZ. BOND

BM. REINF.

MW8-A 8" CMU #5'S @ 24" O.C. (2)#5'S CONT.

MW8-B 8" CMU #5'S @ 32" O.C. (2)#5'S CONT.

MW8-C 8" CMU #4'S @ 48" O.C. (2)#5'S CONT.

MW12A 12" CMU #5'S @ 24" O.C. (2)#5'S CONT.

SHOTCRETE WALL NOTES:

1.) ALL SPLICES OF REINF. SHALL BE CLASS B TENSION SPLICES

2.) AT EA. END OF THE SHOT-CRETE WALL, HORIZ. BARS SHALL TERMINATE W/ 180 DEG. SEISMIC HOOKS (ORIENT DOWN OR UP)

1" = 1'-0"S200

1 FOUNDATION SCHEDULES

1" = 1'-0"S200

2 WALL SCHEDULES

1/8" = 1'-0"S200

3 METAL STUD WALL SCHEDULE

1" = 1'-0"S200

6 TYP. CMU LINTEL

1" = 1'-0"S200

TYP. CMU CONSTRUCTION (@

OPENING)

ROOF DECK

12'-3 1/8"

6 8

MID-TRUSS

ELEVATION

23'-4"

N7.05 N7.8

W10X33 R=15 <40>

H

SS

6X 6X

.5

2L 5X

3- 1/

2X 3/

(L

LB

B)

(3 /8

" G

AP

2L5X3-1/2X3/8 (LLBB) (3/8" GAP) <10>

2L 5X

3- 1/

2X 3/

(L

LB

B)

(3 /8

" G

AP

2L5X3-1/2X3/8 (LLBB) (3

/8" G

AP) <

10>

2L5X3-1/2X3/8 (LLBB) (3/8" GAP) <55>

W12X35 R=40

TOP OF ROOF

MONITOR TRUSS

AT N7.05

28'-0 3/8"

32'-2 1/2"

W8X21 <10>

'-0

/8

S642S301

H

SS

6X 6X

1/

H

SS

6X 6X

1/

R =1

<1

0>

R =1

<1

0>

NOTE: ALL DBL ANGLE BRACES

SHALL HAVE A MINIMUM OF (2)

INTERMEDIATE CONNECTORS

(WELDED OR PRE-TENSIONED

BOLTED)

ROOF DECK

12'-3 1/8"

6 8

N7.05 N7.8

MID-TRUSS(2)

19'-6"

W10X33 R=10 <40>

W12X35 R=40 2L 5X

3- 1/

2X 3/

(L

LB

B)

(3 /8

" G

AP

2L5X3-1/2X3/8 (LLBB) (3/8" GAP) <10> 2L5X3-1/2X3/8 (LLBB) (3/8" GAP) <10>

2L5X3-1/2X3/8 (LLBB) (3/8" GAP) <55>2L

5X

3-1 /2X

3/8 (L

LB

B) (3

/8" G

AP) <

TOP OF ROOF

MONITOR TRUSS

AT N7.05

28'-0 3/8"

42.91° 24 .5

6°

7'-11"16'-1 1/4"16'-1 1/4"7'-11"

48'-0 1/2"

ROOF DECK OVER

GARAGE

14'-8 1/4"

7' -2

/8

W8X21 <10>

S642S301

HSS8X4X1/4 TOS=22'-1 5/8"

R

'-0

/2

0'-7 1/8"

'-2

/8

" 87 '-6

/8

CENTER OF RADIUS

DEFINING TOP OF STL

SEE ARCH. FOR

WINDOW,

LOCATION, EXTENTS

H

SS

6X 6X

3/

ATTACH @ EA. END W/ L3x3x1/4 CLIP

ANGLES TOP & BOTT. & 3/16" FILLET

WELDS ALL AROUND

H

SS

6X 6X

1/

H

SS

6X 6X

1/

W10X33

NOTE: ALL DBL ANGLE BRACES

SHALL HAVE A MINIMUM OF (2)

INTERMEDIATE CONNECTORS

(WELDED OR PRE-TENSIONED

BOLTED)

R =1

<1

0>

R =1

<1

0>

ROOF DECK

12'-3 1/8"

NE.8 NJ.4

MID-TRUSS

ELEVATION

23'-4"

TOP OF ROOF

MONITOR TRUSS

AT N7.05

28'-0 3/8"

W10X39 R=20

W10X26 R=10 <10>

2L 5X

3- 1/

2X 3/

(L

LB

B)

(3 /8

" G

AP

2L5X3-1/2X3/8 (LLBB) (3

/8" G

AP) <15>

W10X26 R=15 <10>

16'-1 1/4"

7' -5

/4

" 9' -4

/8

2L5X3-1/2X3/8 (LLBB) (3/8" GAP) <15>

S641S140

SEE TRUSS

ELEVATION @ NE.8

FOR THESE MEMBERS

SEE TRUSS

ELEVATION @

NJ.4 FOR THESE

MEMBERS

NOTE: ALL DBL ANGLE BRACES

SHALL HAVE A MINIMUM OF (2)

INTERMEDIATE CONNECTORS

(WELDED OR PRE-TENSIONED

BOLTED)

ROOF DECK

12'-3 1/8"

NE.8NJ.4

MID-TRUSS

ELEVATION

23'-4"

MID-TRUSS(2)

19'-6"

TOP OF TRUSS AT

N7.8

21'-2 5/8"

W10X26 R=25 <15>

2L 5X

3- 1/

2X 3/

(L

LB

B)

(3 /8

" G

AP

2L5X3-1/2X3/8 (LLBB) (3

/8" G

AP) <20>

2L5X3-1/2X3/8 (LLBB) (3/8" GAP) <20>

W10X26 R=20 <10>

S641S140

W10X26 R=5 <5>

S641S140

S641S140

0' 2' 4' 8' 16'3/8"=1'-0"

ROOF DECK OVER

GARAGE

14'-8 1/4"

16'-1 1/4"

17'-10 1/8"

1'-8 7/8"

NOTE: ALL DBL ANGLE BRACES

SHALL HAVE A MINIMUM OF (2)

INTERMEDIATE CONNECTORS

(WELDED OR PRE-TENSIONED

BOLTED)

TOP OF STL EL= 23'-6 1/4"

N4.1 N3.1

1.87° 1.87° 1.87° 1.87°

1.87°1.87° 1.87°

1.87°

EL=

CENTER OF RADIUS

(-)84'-4 1/2"

CENTER OF CANOPY GIRDERS RADIUS

NEAR N9.8

CENTER OF TRUSS TOP CHORD & BOTT. CHORD

RADIUS AS WELL AS CANOPY GIRDERS RADIUS

BTW. N4.1 & CENTER OF TRUSS

CENTER OF CANOPY GIRDERS RADIUS BTW. N4.1

& N3.1

EL=

CENTER OF RADIUS

109'-9 7/8"

EL=

CENTER OF RADIUS

153'-6 1/8"

HSS12X6X3/8 AESS

HSS12X6X3/8 AESS

TO

S

R = 98'-11 1/4"

TO

S

R = 96'-11 1/4"

D

EC

K BR

G

R = 98'-9 1/4"

D

EC

K BR

G

R = 97'-1 1/4"

2'-6"

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

N8.6N9.2N9.8

CENTER OF TRUSS TOP CHORD & BOTT. CHORD

RADIUS AS WELL AS CANOPY GIRDERS RADIUS

BTW. N9.2 & CENTER OF TRUSS

CENTER OF CANOPY GIRDERS RADIUS BTW.

N9.2 & N9.8

D

EC

K

BR

G R

'-9

/4

EL=

CENTER OF RADIUS

109'-9 7/8"

EL=

CENTER OF RADIUS

153'-6 1/8"

EL=

CENTER OF RADIUS

(-)84'-4 1/2"

D

EC

K BR

G

R = 142'-5 3/8"

D

EC

K

BR

G

R

'-1

/4

CENTER OF CANOPY GIRDERS RADIUS

NEAR N9.8

TO

S

R

'-1

1/

4"

TO

S

R

'-1

1/

4"

TO

S

R = 142'-7 3/8"1.87°

1.87° 1.87°1.87°

1.87° 1.87° 1.87° 1.87° 1.52° 1.52° 1.52°

1.52° 1.52°

1.52°

HSS12X6X3/8 AESS

HSS12X6X3/8 AESS

HSS12X6X3/8 AESS

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S301

TR

US

S

EL

EV

AT

IO

NS

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

3/8" = 1'-0"S131 S301

TRUSS AT ROOF MONITOR

(GRID NJ.4)

3/8" = 1'-0"S131 S301

TRUSS AT ROOF MONITOR

(GRID NE.8)

3/8" = 1'-0"S131 S301

TRUSS AT ROOF MONITOR AT

GRID N7.05

3/8" = 1'-0"S132 S301

TRUSS AT ROOF MONITOR AT

GRID N7.8

3/8" = 1'-0"S131 S301

ELEVATION AT CANOPY

GIRDER AT GRIDLINE "NN.1"

3/8" = 1'-0"S132 S301

ELEVATION AT CANOPY

GIRDER AT GRIDLINE "NP"

N7.1 N8.5 N9.5

18'-10 3/4"17'-1 1/4"28'-7 3/4"24'-4 1/4"

HSS8X6X1/2 AESS

N7.7

HSS12X6X3/8 AESS

N9.1

8'-5"15'-6 3/8"8'-1 3/8"6'-11 5/8"6'-5"

HSS3.500X0.300 AESSHSS3.5

X0.3

A

ESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS

HSS3.500X0.300 AESS HSS3.5

X0.3

A

ESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS HSS3.500X0.300 AESS HSS3.500X0.300 AESS

HSS3.500X0.300 AESS HSS3.500X0.300 AESS HSS3.500X0.300 AESS

HSS3.5

X0.3

AESS

6'-2 1/4"8'-1 3/8"9'-9 1/4"7'-7 3/4"7'-6 3/4"7'-2"6'-9 3/8"2'-10 1/4"1'-2 5/8"

R = 90'-8"

R = 99'-4"R

= 102'-11"

'-4

R = 87'-1"

14.44°

2.06° 2.06°

2.06° 2.06°

2.06° 2.06° 2.06°

2.42°

2.42°

2.42°

2.42° 2.42°

2.42°2.42°2.42° 2.42°

2.42°

2.42°

2.42°

2.42°

2.26° 2.26° 2.26°

2.26°

2.26°

1.20°

EL=

CENTER OF RADIUS

(-)71'-7 7/8" 11'-2 3/4"

EL=

CENTER OF RADIUS

112'-3 7/8"EL=

CENTER OF RADIUS

112'-4 3/8

0'-1 1/8"

5'-4 1/8"

5' -8

/8

4' -1

3/

4"

3' -5

/2

1' -7

0' -6

/8

5' -9

/4

5' -1

/8

HSS6X6X1/2 AESS

HSS6X6X1/2 AESS

3'-0 7/8"

2'-4 1/4"

2' -4

/4

2' -1

3/

8"

2' -7

/8

3' -7

/8

"5' -0

"6' -9

/4

7' -1

3/

4"

8' -5

/8

8' -1

/4

EL= 9'-7"

W.P.

W.P FOR LAST WEB MEMBER MAY SHIFT AWAY FROM

CENTER OF TRUSS 2" AS REQ'D TO CREATE GAPPED

CONNECTION AT THIS LOCATION. ALL OTHER

CONNECTIONS ARE GAPPED DESPITE WEB MEMBERS

SHARING A COMMON WORKPOINT W/ THE TOP & BOTT.

CHORDS

GEOMETRY OF OTHER LIKE TRUSS(ES)

SHALL BE TAKEN AS SIMILAR TO TRUSS

SHOWN IN THIS ELEVATION

ALL SPLICES OF TRUSS MEMBERS SHOULD BE

DESIGNED FOR THE FOLLOWING LRFD

FORCES (AXIAL=Pr; MOMENT ABOUT HORIZ.

AXIS=Mr; MOMENT ABOUT VERT. AXIS=Mry);

1.)TRUSS TOP CHORD:

Pr=+/290 K; Mr=+/- 15 FTxK; Mry=+/-5 FTxK

2.) BOTT. CHORD:

Pr=+/-280 K; Mr=+/-30 FTxK; Mry=+/-5 FTxK

TRUSS WEB TO CHORD CONNECTIONS SHALL

BE DESIGNED FOR Pr=90 K

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

S642

Sim

N7.1 N8.5 N9.5N7.7

HSS6X6X1/2 AESS

HSS8X6X1/2 AESS

HSS8X6X1/2 AESS

HSS6X6X1/2 AESS

HSS12X6X3/8 AESS

HSS3.500X0.300 AESSHSS3.5

X0.3

A

ESS

HSS3.500X0.300 AESS

HSS3.5

X0.3

AESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS HSS3.500X0.300 AESS HSS3.5

X0.3

A

ESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS HSS3.500X0.300 AESS HSS3.500X0.300 AESS

HSS3.500X0.300 AESS HSS3.500X0.300 AESS HSS3.500X0.300 AESS

HSS3.5

X0.3

AESS

N9.1

S641

S641S140

S641

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

S642

Sim

S642S140

N7.1 N8.5

HSS8X6X1/2 AESS

HSS8X6X1/2 AESS

HSS6X6X1/2 AESS

HSS6X6X1/2 AESS

N7.7

53'-0" 24'-4 1/4"

HSS3.5

X0.3

A

ESS

HSS3.500X0.300 AESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS

HSS3.500X0.300 AESS HSS3.5

X0.3

A

ESS

HSS3.500X0.300 AESS HSS3.5

X0.3

AESS HSS3.500X0.300 AESS HSS3.500X0.300 AESS

HSS3.500X0.300 AESS HSS3.500X0.300 AESS HSS3.500X0.300 AESS

HSS3.5

X0.3

AESS

2'-3 7/8"

2'-3 5/8"

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

S642

Sim

3 412 S631S131

0' -4

S631S131

3/8" THK. GUSSSET PL EA.

END OF ANGLE BRACES

2'-0" 0'-6"

1/4

1/4

TYP

L2X2X1/4L2X2X1/4

W10X15

W10X15

L. BRG. CMU WALL, SEE PLAN

3/16 1 1/2"

L2x2 TO

GUSSET TYP

(3) SIDES

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S302

TR

US

S

EL

EV

AT

IO

NS

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

3/8" = 1'-0"S101 S302

TRUSS ELEVATION AT FRONT

CANOPY AT NA.9

3/8" = 1'-0"S131 S302

TRUSS ELEVATION AT FRONT

CANOPY AT NC.8

3/8" = 1'-0"S131 S302

TRUSS ELEVATION AT FRONT

CANOPY AT NAA

3/8" = 1'-0"S131 S302

ELEVATION @ TRANSITION IN

MAIN ROOF

0' 2' 4' 8' 16'3/8"=1'-0"

8 9

W14X53 R=30

0'-2 1/2"3'-0"8'-0"8'-0"4'-0"4'-0"8'-0"7'-6"0'-3"

H

SS

4X 4X

3/

H

SS

4X 4X

3/

H

SS

4X 4X

3/

H

SS

4X 4X

3/

H

SS

4X 4X

1/

H

SS

4X 4X

1/

H

SS

4X 4X

1/

HSS3X3X3/8 <10>

HSS3X3X3/8 <10>

Sim

S641S303

W14X30

L6x4x3/8 FOR HSS8x4

RAFTERS' SUPPORT

HSS6X4X3/16

<1 0>

<1 0>

<1 0> <1

0>

<1 0>

<1 0>

<1 0>

N5.1N5.6N8.4N8.6

N7.4

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

H

SS

3.

0X 0.

AE

SS

HSS3.500X0.313 AESS HSS3.5

X0.3

A

ESS

HSS3.500X0.313 AESS HSS3.5

X0.3

AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

H

SS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS

3.5

X0

.31 3 A

ES

S

HSS3.500X0.313 AESS

HSS8X6X5/8 AESS

HSS6X6X1/2 AESS

HSS6X6X1/2 AESS

HSS8X6X5/8 AESS

HSS6X6X1/2 AESS

HSS8X6X5/8 AESS

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

S642

N5.1N5.6N8.4 N4.1N7.4

H

SS

3.

0X 0.

AE

SS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS HSS3.5

X0.3

A

ESS

HSS3.500X0.313 AESS

HSS3.5

X0.3

AESS

HSS3.500X0.313 AESS HSS3.500X0.313 AESS HSS3.500X0.313 AESS HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

HSS3.500X0.313 AESS

H

SS3.500X0.313 AESS

HSS3.500X0.313 AESS

S611S132

10'-6"30'-2"30'-2"

3'-7 3/4"7'-2 7/8"7'-1 3/8"6'-10 7/8"5'-3 1/8"

ALL SPLICES OF TRUSS MEMBERS SHOULD BE

DESIGNED FOR THE FOLLOWING LRFD FORCES

(AXIAL=Pr; MOMENT ABOUT HORIZ. AXIS=Mr;

MOMENT ABOUT VERT. AXIS=Mry);

1.)TRUSS TOP CHORD:

Pr=+/320 K; Mr=+/- 15 FTxK; Mry=+/-10 FTxK

2.) BOTT. CHORD:

Pr=+/-300 K; Mr=+/-35 FTxK; Mry=+/-10 FTxK

TRUSS WEB TO CHORD CONNECTIONS SHALL BE

DESIGNED FOR Pr=95 K

7'-6 3/4"7'-5 3/4"7'-2"6'-9 7/8"1'-1 1/2"2'-6 3/4"

GEOMETRY OF OTHER LIKE TRUSS(ES) SHALL

BE TAKEN AS SIMILAR TO TRUSS SHOWN IN

THIS ELEVATION; TRUSS IS SYMMETRICAL

ABOUT N7.4

EL= 11'-4 3/8"

W.P.

W.P FOR LAST WEB MEMBER MAY SHIFT AWAY

FROM CENTER OF TRUSS 2" AS REQ'D TO

CREATE GAPPED CONNECTION AT THIS

LOCATION. ALL OTHER CONNECTIONS ARE

GAPPED DESPITE WEB MEMBERS SHARING A

COMMON WORKPOINT W/ THE TOP & BOTT.

CHORDS

'-5

/4

6.24°

3.12°

3.12°

1.52°

1.52°

1.52°

1.52°

1.52° 1.52°

1.52° 1.52°

1.52° 1.52° 1.52° 1.52°

105.54°

105.13°

HSS

3.5

X0

.31 3 A

ES

S

HSS3.500X0.313 AESS

1' -4

/8

" 3' -5

/8

5' -0

/8

5' -9

/8

2' -1

/4

3' -0

/4

4' -1

3/

4" 6' -1

1/

8"

8' -1

/8

8' -6

/4

3.12°

R = 69'-10" 67'-2"

3' -3

/4

'-0

/4

CENTER OF TOP CHORD & BOTT. CHORD

RADIUS @ CENTER OF TRUSS

EL=

CENTER OF RADIUS

(-)49'-7 3/4"

CENTER OF TRUSS TOP CHORD & BOTT. CHORD

RADIUS AS WELL AS CANOPY GIRDERS RADIUS

BTW. N4.1 & CENTER OF TRUSS

CENTER OF CANOPY GIRDERS RADIUS BTW. N4.1

& N3.1

EL=

CENTER OF RADIUS

109'-9 7/8"

EL=

CENTER OF RADIUS

153'-6 1/8"

1.52°

1.52°

1.52°

HSS6X6X1/2 AESS

HSS8X6X5/8 AESS

HSS12X6X3/8 AESS

HSS6X6X1/2 AESS

HSS8X6X5/8 AESS

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

ROOF DECK

12'-3 1/8"

6 87

H

SS

3X 3X

1/ 8 H

SS

4X

4X 3/

H

SS

4X 4X

3/

H

SS

3X 3X

3/

H

SS

3X 3X

1/

12'-11 1/2"13'-3"13'-3"12'-11 1/2"

HSS3X3X3/8 <10>HSS3X3X3/8 <10>

HSS6X4X3/8 R=15

HSS6X4X3/8 HSS6X4X3/8 R=15

<1 0>

<1 0>

<1 0>

<1 0>

<1 0>

PROVIDE CONT. HSS,

OR PROVIDE 3/8" PL'S

TOP & BOTT. & SIDES

W/ MIN. 2" WELD EA.

SIDE

S642

Sim

W18X76 R=40 <20> W14X30 <20>W14X30 <20>

NN.1 NQ

HSS2.500X0.250 <10> AESS

HSS6X4X3/8 <10> AESS

HSS4X4X3/8 <10> AESSTOS=11'-6 1/2"

TOS=14'-5 1/8"

HSS2.500X0.250 <10> AESS

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

ATTACH EA. END OF BRACE ELEMENTS

TO TRUSS W/ 1/4" FILLET ALL AROUND

NN.1NQ

HSS2.500X0.250 <10> AESS

HSS4X4X3/8 <10> AESS

HSS8X4X3/16

TOS=17'-5 1/4"

HSS6X4X3/8 <10> AESS TOS=20'-2 1/4"

HSS2.500X0.250 <10> AESS

8'-6" 8'-6"

0'-4"0'-4"

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

ATTACH EA. END OF BRACE ELEMENTS

TO TRUSS W/ 1/4" FILLET ALL AROUND

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S303

TR

US

S F

RA

M

IN

G

EL

EV

AT

IO

NS

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

3/8" = 1'-0"S131 S303

SUPPORT FOR CANOPY

RAFTERS AT NE.4

3/8" = 1'-0"S140 S303

TRUSS ELEVATION AT

FLIGHTLINE CANOPY AT NQ

3/8" = 1'-0"S131 S303

TRUSS ELEVATION AT

FLIGHTLINE CANOPY AT NN.1

3/8" = 1'-0"S131 S303

SUPPORT FOR CANOPY

RAFTERS AT L.8

3/8" = 1'-0"S131 S303

CANOPY TRUSS BRACING AT

N5.6

3/8" = 1'-0"S140 S303

CANOPY TRUSS BRACING AT

N7.4

6 8

N7.05 N7.8

H

SS

4X 4X

1/

H

SS

4X 4X

1/

S631S132

S641S303

HSS6X4X3/16

4'-0"4'-2 1/2"8'-0"8'-0"8'-0"4'-0"4'-0"

4'-0"

H

SS

4X 4X

1/

H

SS

4X 4X

1/

H

SS

4X 4X

1/

H

SS

4X 4X

1/

TOS=20'-4 1/2"

W18X86 R=40

S304S131

<1 0>

<1 0>

<1 0> <1 0>

<1 0>

<1 0>

NA.9 NC.8NAA

HSS6X4X3/8 AESS

HSS4X4X3/8 AESS HSS4X4X3/8 <10> AESS

HSS6X4X3/8 <10> AESS

HSS2.500X0.250 AESS

HSS2.500X0.250 <10> AESS

TOS=17'-7 3/4"

TOS=14'-10 1/2"TOS=14'-10 1/2"

TOS=17'-7 3/4"

HSS2.500X0.250 AESS

HSS2.500X0.250 <10> AESS

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

ATTACH EA. END OF BRACE ELEMENTS

TO TRUSS W/ 1/4" FILLET ALL AROUND

NA.9NC.8 NAA

HSS6X4X3/8 <10> AESS

HSS4X4X3/8 <10> AESS HSS4X4X3/8 <10> AESS

HSS6X4X3/8 <10> AESSTOS=12'-6 1/8"

TOS=9'-9" TOS=9'-9"

TOS=12'-6 1/8"

HSS2.500X0.250 <10> AESS

HSS2.500X0.250 <10> AESSHSS2.500X0.250 <10> AESS

HSS2.500X0.250 <10> AESS

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

ATTACH EA. END OF BRACE ELEMENTS

TO TRUSS W/ 1/4" FILLET ALL AROUND

NA.9 NC.8NAA

TOS=13'-9 7/8"

HSS2.500X0.250 <10> AESS

TOS=16'-7 1/4"HSS6X4X3/8 <10> AESS

HSS4X4X3/8 <10> AESS

HSS2.500X0.250 <10> AESS

HSS6X4X3/8 <10> AESS

HSS4X4X3/8 <10> AESS

HSS2.500X0.250 <10> AESS

HSS2.500X0.250 <10> AESS

REFER TO ARCH. FOR

PROTECTIVE COATINGS REQ'D

ATTACH EA. END OF BRACE ELEMENTS

TO TRUSS W/ 1/4" FILLET ALL AROUND

77.9

S611S132

H

SS

7X 5X

3/

H

SS

7X 5X

3/

H

SS

7X 5X

3/

HSS8X3X1/4

EL= 9'-4 3/8"

BOTT/STL

H

SS

7X 5X

3/

H

SS

7X 5X

3/

H

SS

7X 5X

3/

C8X13.7

S611S304

HSS8X3X1/4HSS8X3X1/4 HSS8X3X1/4

HSS8X2X1/4

HSS8X2X1/4

S611S132

S611S304

S611S304

BOS=9'-4 3/8" BOS=9'-4 3/8" BOS=9'-4 3/8" BOS=9'-4 3/8" BOS=9'-4 3/8"

Sim

S611S132

Sim

S611S132

NK.9

8'-0" MAX 8'-0" MAX

600S250-68 @ 6'-6" O.C.

MAX. FOR SUPPORT OF

EXIST. PURLINS

600S250-68 @

6'-6" O.C. MAX.

362S200-43 VERT. @ 8'-0" O.C. ALONG

6" STUD FRAMING; ATTACH TO STUD

FRAMING W/ (4)#12 SCREWS

362S200-43 DIAG. BTW/ EA

VERT.; ATTACH TO STUD

FRAMING W/ (4)#12 SCREWS

ATTACH 6" STUDS TO

FRAMING AT ROOF LEVEL W/

(2) #14 SCREWS THRU EXIST.

1 1/2" DP ROOF DECK

EXIST. 1 1/2" DP NR ROOF

DECK

STEEL TRUSS, SEE PLAN &

ELEVATION

EXIST. Z-PURLINS; ATTACH TO

LT. GA. "TRUSS" TOP CHORD W/

14 GA. L3x3x 0'-3" W/ (2)#12

SCREWS TO EA. MEMBER

EXIST. 2" DP. MTL

ROOFING

NEW CRIMPED, CURVED

STEEL ROOF DECK AT

CANOPY STRUCTURE

EXIST. BAR JOISTS

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S304

TR

US

S F

RA

M

IN

G

EL

EV

AT

IO

NS

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

3/8" = 1'-0"S131 S304

SUPPORT FOR CANOPY

RAFTERS AT NL.1

3/8" = 1'-0"S132 S304

CANOPY TRUSS BRACING AT

N8.5

3/8" = 1'-0"S131 S304

CANOPY TRUSS BRACING AT

N7.1

3/8" = 1'-0"S132 S304

CANOPY TRUSS BRACING AT

N7.7

1/4" = 1'-0"S101 S304

STOREFRONT BRACING @

GRIDLINE N

3/8" = 1'-0"S131 S304

INFILL LT. GA. TRUSSES FOR

SUPPORT OF EXIST.

Z-PURLINS

FIRST FLOOR SLAB

0'-0"

CONTRACTOR MAY SELECT TO

PROVIDE CONCRETE FOR NEW

FOUNDATION ALL THE WAY UP TO THE

BOTTOM OF THE NEW SLAB

REINFORCED SHOT-CRETE WALL, SEE

PLAN/SCHEDULE FOR REINFORCEMENT;

EPOXY DOWEL EA. VERTICAL INTO EXIST. FTG.

AS SHOWN

WHERE EXIST. SLAB IS TO BE

REMOVED, PROVIDE NEW SLAB TO

REPLACE IT

1'-9"

± 2'-0"

8"

1' -0

FS2.0 WALL FOUNDATION,

REINFORCED & DIMENSIONED

AS SHOWN ON THIS DETAIL

(2)#4'S CONT., TOP & BOTT.

#4 EPOXY DOWELS W/ 12"

EMBED. & STND. HK @ 16" O.C.

#4'S W/ STND. HOOK EA. END @

TOP OF FTG. @ 16" O.C.

EXIST. CMU WALL, SEE PLANS

EXIST. CONCR. SLAB

COMPACTED SUBGRADE

VAPOR BARRIER FOR NEW SLAB

EL=

T/ EXIST. WALL FTG

GC FIELD VERIFY

EXIST. WALL FOUNDATION

1'

EQ

EQ

± 0'-8"

FIRST FLOOR SLAB

0'-0"

SEE SCHEDULE FOR TOP REINF.;

LOCATE BARS PARALLEL TO WALL

W/IN AREA NOT W/IN EXIST. WALL

EXTENTS

SEE SCHEDULE FOR BOTT. REINF.;

LOCATE BARS PARALLEL TO WALL W/IN

AREA NOT W/IN EXIST. FTG. EXTENTS

FOR REINF. TRANSV. TO WALL, DOWEL

& EPOXY THROUGH EXIST. FTG. & WALL

NEW SPREAD FTG. TO BE CENTERED

AS SHOWN ON PLAN & TO BE CAST

AROUND EXIST. FTG. & WALL. MATCH

BOTT. OF EXIST. FTG.

EL=

T/EXIST. FTG

G.C. F.V.

PROVIDE NEW CONCR. SLAB ON

GRADE W/ VAPOR BARRIER WHERE

EXIST. SLAB IS REQ'D TO BE DEMO'D

FOR CONSTRUCTION OF NEW FTG'S

COMPACTED SUBGRADE

EXIST. CMU WALL

ENSURE THAT ALL CELLS OF EXIST.

CMU WALL W/IN THESE EXTENTS

ARE FULLY GROUTED

SEE SCHED.

SE

E

SC

H

ED

FIRST POUR SECOND POUR

1'-0" 1'-0"

1/2"øx24" SMOOTH BARS @

24" O.C. (GREASE ONE END)

SLAB ON GRADE,

SEE PLAN

VAPOR RETARDER

CAPILLARY BARRIER

AS INDICATED COMPACTED SUBGRADE

SLAB ON GRADE, SEE PLAN FOR

THICKNESS AND REINFORCING

SAW CUT WITHIN 12 HOURS OF

BATCH TIME (T/4 DEEP, 3/16" WIDE)

3/

8"T, S

EE

P

LA

N

FILL JOINT WITH SEALANT

VAPOR RETARDER,

SEE SPECIFICATIONS

CAPILLARY BARRIER

WHERE INDICATED

COMPACTED

SUBGRADE

NOTES:

1. PROVIDE JOINTS AS INDICATED ON PLANS

2. PROVIDE JOINTS SO THAT NO ONE SIDE OF A JOINTED SLAB SEGMENT

IS MORE THAN 1-1/2 TIMES THE PERPENDICULAR SIDE

3. PROVIDE JOINTS AT ALL DOORWAYS AND RE-ENTRANT CORNERS

4. AT CONTRACTOR'S OPTION JOINTS MAY BE HAND TOOLED

1' -0

SE

E

PL

AN

STEP COLLAR INTO BRICK

SPACE BELOW GRADE AS

REQUIRED TO PROVIDE 3"

COVER ON BASE PLATE

BASE PLATE AND ANCHOR

BOLTS, SEE SPECIFIC DETAILS

COLUMN, SEE PLAN AND

SCHEDULE FOR SIZE

NOTES:

1. TOP OF COLLAR SHALL MATCH TOP OF ADJACENT SLAB. COORDINATE WITH UPFIT SLAB REQUIREMENTS

2. PROVIDE #3 TIES (2-PIECE "U" SHAPED) @ 8" O.C. VERTICALLY IN COLLAR. MIN. NUMBER OF TIES SHALL BE (3)

3. STEP COLLAR INTO BRICK SPACE BELOW GRADE AS REQUIRED TO PROVIDE MINIMUM COVER

4. COAT COLUMN, BASE PLATE, AND ANCHOR RODS WITH ASPHALT PAINT PRIOR TO POURING CONCRETE COLLAR.

5. DETAIL IS TYPICAL AT SLAB ON GRADE ONLY

EDGE OF SLAB/ FACE OF BLOCK

ED

G

E O

F

SL

AB

/ F

AC

E

O F

BL

O

C K

STEP COLLAR INTO BRICK SPACE

BELOW GRADE AS REQUIRED TO

PROVIDE 3" COVER ON BASE PLATE 3"

3" MIN.

TYP.

EDGE OF COLLAR, TYP.

3"

MIN

.3" MIN.

1' -0

SE

E

PL

AN

5"

3" M

IN

EDGE OF SLAB/ FACE OF BLOCK

STEP COLLAR INTO BRICK

SPACE BELOW GRADE AS

REQUIRED TO PROVIDE 3"

COVER ON BASE PLATE

BASE PLATE AND ANCHOR

BOLTS, SEE SPECIFIC DETAILS

COLUMN, SEE PLAN AND

SCHEDULE FOR SIZE

NOTES:

1. TOP OF COLLAR SHALL MATCH TOP OF ADJACENT SLAB. COORDINATE WITH UPFIT SLAB REQUIREMENTS

2. PROVIDE #3 TIES (2-PIECE "U" SHAPED) @ 8" O.C. VERTICALLY IN COLLAR. MIN. NUMBER OF TIES SHALL BE (2)

3. STEP COLLAR INTO BRICK SPACE BELOW GRADE AS REQUIRED TO PROVIDE MINIMUM COVER

4. COAT COLUMN, BASE PLATE, AND ANCHOR RODS WITH ASPHALT PAINT PRIOR TO POURING CONCRETE COLLAR.

5. DETAIL IS TYPICAL AT SLAB ON GRADE ONLY

6. COORDINATE COLLAR GEOMETRY WITH SPECIFIC PLAN DETAILS

EDGE OF COLLAR, TYP.

3" MIN.

BASE PLATE AND ANCHOR

BOLTS, SEE SPECIFIC DETAILS

COLUMN, SEE PLAN AND

SCHEDULE FOR SIZE

NOTES:

1. TOP OF COLLAR SHALL MATCH TOP OF ADJACENT SLAB. COORDINATE WITH UPFIT SLAB REQUIREMENTS

2. PROVIDE #3 TIES (2-PIECE "U" SHAPED) @ 8" O.C. VERTICALLY IN COLLAR. MIN. NUMBER OF TIES SHALL BE (2)

3. COAT COLUMN, BASE PLATE, AND ANCHOR RODS WITH ASPHALT PAINT PRIOR TO POURING CONCRETE COLLAR.

4. DETAIL IS TYPICAL AT SLAB ON GRADE ONLY

5. COLLAR ORIENTATION (DIAMOND SHAPE) MAY VARY. COORDINATE WITH PLAN

6. COORDINATE COLLAR GEOMETRY WITH SPECIFIC PLAN DETAILS

TYP.

2'-2 3/4"

CLASS "B" SPLICE

SEE GENERAL NOTES

2'-0 7/8"

CLASS "B" SPLICE

SEE GENERAL NOTES

2' -0

SE

E

PL

AN

2' -0

" M

AX

U .N

.O

MAIN FOOTING BARS,

SEE FOOTING

SCHEDULE

TIE BARS, MATCH SIZE AND

QUANTITY OF MAIN FOOTING BARS

#4 BENT NOSE BARS @ 6" O.C.

16" 36"

NOTES:

1. PROVIDE STEP FOOTINGS AT ALL LOCATIONS INDICATED ON PLAN

2. PROVIDE STEP FOOTINGS AS REQUIRED TO AVOID PIPING AND OTHER MISC. MECHANICAL ITEMS

3. DO NOT STEP GRADE BEAM OR TIE BEAM FOOTING WITHOUT APPROVAL FROM ENGINEER

EXISTING SLAB NEW SLAB/FOOTING

6" 1'-0" UNO

NEW #4x1'-6" LONG DOWELS

@ 24" O.C. (DRILL & EPOXY

INTO EXISTING SLAB)

SLAB ON GRADE,

SEE PLAN

VAPOR RETARDER

CAPILLARY BARRIER

AS INDICATED EXISTING FILL, RECOMPACTED PRIOR

TO POURING NEW SLAB/FOOTING

1/2 FTG. WIDTH

G.C. F.V. DIST.

"X" (< 1/2 FTG. WIDTH)

SEE PLAN /

NEW FTG., SEE

PLAN/SCHED.

EXISTING FTG. ADJACENT TO

& ENCROACHING UPON NEW

FTG.

DOWEL & EPOXY NEW FTG.

REINFORCING BARS INTO

EXISTING FTG. THE DISTANCE

SHOWN

1'-0 1/8"

EMBEDMENT LENGTH = MIN. OF

THE FOLLOWING (2) OPTIONS:

A) 1'-0"

B) 1/2 FTG. WIDTH MINUS

DISTANCE "X" + 3"

COMPACTED SUBGRADE

EL=

T/FTG

SEE PLAN

AT LOCATION WHERE SECTION IS CUT ON

PLAN, A CMU WALL IS TO BE

CONSTRUCTED OVER THE FTG.;

HOWEVER, DETAIL IS INTENDED TO COVER

ALL SCENARIOS (INCL. OTHER WALL

TYPES OR STL COL'S) WHERE NEW FTG. IS

OBSTRUCTED BY EXISTING FTG. THAT IS

NOT TO BE (PARTIALLY) REMOVED

SEE PLAN/SCHED.

FOR REQ'D REINF.

SEE PLAN/SCHED.

FOR REQ'D REINF.

1'-0" 1'-0"

SE

E

AR

C

H

SEE ARCH.

W.W.M., SEE PLAN;

LAP AS SHOWN

O N

P

LA

N

M

AT

C H

T

YP

SL

AB

T

H K.

VAPOR BARRIER

PER SPECS

COMPACTED

SUBGRADE

CONCR. SLAB,

SEE PLAN

SLAB RECESS,

SEE PLAN EXISTING LOW SLAB NEW SLAB

6" 1'-0" UNO

NEW #4x1'-6" LONG DOWELS

@ 24" O.C. (DRILL & EPOXY

INTO EXISTING SLAB)

NEW SLAB ON

GRADE, SEE PLAN

VAPOR RETARDER

CAPILLARY BARRIER

AS INDICATED EXISTING FILL, RECOMPACTED PRIOR

TO POURING NEW SLAB/FOOTING

TOPPING, SEE ARCH.

R

EC

ES

S

EX

IS

TI

N

G

R

EC

ES

S

M

AT

C H

EX

IS

T.

1'-3"

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

N G

IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S501

TY

PI

C

AL

F

OU

ND

AT

IO

N

DE

TA

IL

S

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

1" = 1'-0"S102 S501

SECTION AT FS2.0 WALL

FOUNDATION

1" = 1'-0"S102 S501

TYPICAL NEW SPREAD FTG. AT

EXIST. WALL (EXIST. WALL

FTG. NOT DEMO'D)

1" = 1'-0"S501

TYP. SLAB-ON-GRADE

CONSTRUCTION JOINT

1" = 1'-0"S501

TYP. SLAB-ON-GRADE

CONTROL JOINT (CJ)

1" = 1'-0"S501

TYP. STEEL COLUMN COLLAR

(CORNER CONDITION)

1" = 1'-0"S501

TYP. STEEL COLUMN COLLAR

(PERIMETER CONDITION)

1" = 1'-0"S501

TYP. STEEL COLUMN COLLAR

(INTERIOR CONDITION)

1" = 1'-0"S501

8 TYP. STEP FOOTING

1" = 1'-0"S501

TYP. NEW-TO-EXISTING SLAB

CONSTRUCTION

0' 6" 1' 2' 4'

1" = 1'-0"S102 S501

TYPICAL ATTACHMENT OF

NEW FTG. TO ADJACENT

EXIST. FTG.

1" = 1'-0"S101 S501

DETAIL AT RECESS CHANNEL

IN SLAB FOR SLIDING DOOR

1" = 1'-0"S103 S501

TYPICAL NEW TO EXISTING

(LOW) SLAB CONSTRUCTION

JOINT

OPTION #1

OPTION #2

1'-0"

3"

8" M

AX

REINFORCED SLAB ON

GRADE, SEE PLAN

COMPACTED SUBGRADE

VAPOR RETARDER

1'-0"

3"

8" M

AX

REINFORCED SLAB ON

GRADE, SEE PLAN

COMPACTED SUBGRADE

VAPOR RETARDER

PREFORMED GALVANIZED KEYWAY

3/4"øx1'-6" SMOOTH DOWELS @ 16" O.C.

(GREASE ONE END)

NOTES:

1. COORDINATE LOCATION OF STEP WITH ARCHITECTURAL DRAWINGS

FIRST POUR SECOND POUR

REINFORCING

SLAB EDGES

#4x5'-0" RE-ENTRANT BAR

CONTROL JOINT, COORDINATE WITH

PLANS AND FINAL FIELD LAYOUT OF

CONTROL JOINTS

2"

2'- 6"

2'- 6"

4"

3"

NOTES:

1. DO NOT LOCATE CONSTRUCTION JOINTS IN COLUMN FOOTINGS OR ENLARGED SECTIONS

OF CONTINUOUS STRIP FOOTINGS.

2. EXTEND REINFORCING FROM FIRST POUR THRU BULKHEAD ADEQUATE DISTANCE TO

ENSURE A CLASS "B" SPLICE WITH REINFORCING FOR SECOND POUR.

2'-6 1/4"

CLASS…