Attach_2_-_Combined_Final_Drawing_Set.pdf

FA6703-17-B-0001Attachment 2

Sd1-S

St

SCALECHECKEDDESIGNED

DRAWN DATE PROJECT NO.

PROJECT ENGINEER CHIEF, ENGINEER FLIGHT BASE CIVIL ENGINEER

PLATE NO.

SHEET OF

AS SHOWN

REV. DATE DESCRIPTION BY

DOBBINS A.R.B. GEORGIA

MARIETTA, GEORGIA

BASE CIVIL ENGINEER

DOBBINS AIR RESERVE BASE

40FGWB 13-0027A&B

BLD SLW

SEW

Repair Small Arms Training Range, B-1007

08 JUL 2016

S001

STRUCTURAL NOTES

NOTES:

1. RF DENOTES RIGID FRAME BY METAL BUILDING SUPPLIER.

2. PF DENOTES PORTAL FRAME BY METAL BUILDING SUPPLIER.

3. EW DENOTES END WALL FRAMING BY METAL BUILDING SUPPLIER.

4. CBF DENOTES CROSS BRACED FRAME BY METAL BUILDING SUPPLIER.

5. DENOTES BATTERED HELICAL PILE HP1. SEE PILE SCHEDULE, SHEET S001 FOR CAPACITY.

6. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION.

7. Fx, (-X'-X") DENOTES FOOTING MARK AND T/FTG ELEVATION RELATIVE TO MSL 970.00 FT , SEE SCHEDULE.

8. Px DENOTES PIER MARK, SEE SCHEDULE.

9. REFER TO 8/S302 FOR EXISTING SLAB REPAIR AT DEMOLISHED COLUMNS.

10. FOOTING DESIGN BASED ON LOADS AND CONFIGURATION SHOWN IN DETAIL 1/S303. CONTRACTOR SHALL PROVIDE FOOTING CALCULATIONS IF ANY DEVIATION FROM THESE

LOADS OCCUR. ADDITIONAL EXPENSE FOR DESIGN AND FOOTING MODIFICATIONS SHALL BE BORN BY THE CONTRACTOR.

11. POST LOADS FROM THE BULLET TRAP ON THE EXISTING SLAB SHALL NOT EXCEED 6000 POUNDS, WITH A COLUMN GRID SPACING OF 5'x5' AND POST BASE OF 4" SQ MIN.

CONTRACTOR SHALL PROVIDE SLAB CALCULATIONS IF ANY DEVIATION FROM THESE LOADS, SPACINGS OR BASE PLATES OCCUR. ADDITIONAL EXPENSE FOR DESIGN AND SLAB

MODIFICATIONS SHALL BE BORN BY THE CONTRACTOR.

ABCDEFGH

EXISTING SLAB

TO REMAIN

6" THICK CONCRETE SLAB-ON-

GRADE REINFORCED WITH #4@

18"O.C. E.W 2" BELOW TOP

SURFACE OVER 4" CRUSHED

STONE BASE. SLAB FFE = 970 FT +/-

= 0'-0" +/-. MATCH EXISTING. REFER

TO CIVIL AND ARCH FOR SLAB

SLOP REQUIREMENTS

S302

S302

EXISTING 10"

REINFORCED CONCRETE

WALL

PFPF

PFPF

R F

E W

R F

R F

R F

R F

R F

E W

25'-4" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-4"

F5, P2

(-3'-0")

S302

F5, P2

(-3'-0")

F6, P2

(-3 '-0

F5, (-3

(-3

(-3

(-3

F7, P1

F7, P1

(-3

(-3

(-3

(-3

(-3

(-3

(-3

(-3

(-3

S101

STEEL LINE

STEEL LINE

S T

E E

L

LI

N E

S T

E E

L

LI

N E

CBFCBF

C .J

C .J

S302

C .J

C .J

C .J

C.J.

C .J

C .J

C.J.

C .J

C .J

C .J

C .J

C .J

C.J.

E.O.S.

4'-0"

/2

TYP.

E .O

.S

SIM.

S302

SIM.S302

SIM.

S302

S301

7 TYP.

S303

SAW CUT EXISTING SLAB AND INSTALL NEW

11'-6"x1'-6" DEEP FOOTING W/#6@12"O.C. EW

TOP AND BOTTOM. SEE NOTE 10. SLOPE TOP

OF SLAB TO MATCH EXISTING. DO NOT

DAMAGE EXISTING AREA DRAINS DURING

FOOTING INSTALLATION.

TYP.

E .O

.S

/2

S301

SIM.

DO NOT UNDERMINE

EXISTING WALL

FOOTING DURING

NEW FOOTING

INSTALLATION TYP

C.J. DENOTES CONTROL JOINT

OR CONSTRUCTION JOINT AT

CONTRACTORS OPTION. REFER

TO DETAIL 5/S301 FOR TYPICAL

CONTROL JOINT AND 4/S301

FOR TYPICAL CONSTRUCTION

JOINT DETAIL

EXISTING 3'-0" WIDE

REINFORCED CONCRETE

FOOTING.

C.J.C.J.

C.J.

C.J.

TYP 2 DEGREES

S302

S302

S302

Sim

S302

Sim

4" SLAB W/ #4

@18"O.C. EW

AT MID-

DEPTH OF

SLAB

S302

EDGE OF

EXISTING SLAB

EDGE OF

FOOTING

FACE OF

WALL

11'-8"

3'-8" 3'-8" 4'-4"

E.O.S.

S302

T / WALL =+1'-0"

T / WALL =+1'-0"

T / WALL =+2'-0"

TYP.EDGE OF

SLAB TURN

DOWN

EDGE OF

SLAB TURN

DOWN

S301

C .J

C .J

-4

E .O

.S

/2

T /SLAB =+2'-0"

T /SLAB =+1'-8"

T / WALL =+2'-0"

T / WALL =+1'-4"

S301

NOTE: COORDINATE CONTROL BOOTH WITH FINISHED

FLOOR ELEVATIONS PRIOR TO FABRICATION

SCALECHECKEDDESIGNED

DRAWN DATE PROJECT NO.

PROJECT ENGINEER CHIEF, ENGINEER FLIGHT BASE CIVIL ENGINEER

PLATE NO.

SHEET OF

AS SHOWN

REV. DATE DESCRIPTION BY

DOBBINS A.R.B. GEORGIA

MARIETTA, GEORGIA

BASE CIVIL ENGINEER

DOBBINS AIR RESERVE BASE

40FGWB 13-0027A&B

BLD SLW

SEW

Repair Small Arms Training Range, B-1007

08 JUL 2016

S101

FOUNDATION PLAN

SCALE: 3/32" = 1'-0"

S101

1 FOUNDATION PLAN

PLAN

NORTH

TRUE

NORTH

SCALE: 1/2" = 1'-0"

S101

2 ENLARGED FDN PLAN - CONTROL BOOTH

PIER SCHEDULE

MARK NO. LENGTH WIDTH

VERT.

REINF. TIES

TOP OF

PIER

P1 40" 20" (12)#6 #4@4" 970.67 FT

P2 24" 16" (8)#6 #4@4" 970.67 FT

HELICAL PILE SCHEDULE

MARK

REQUIRED

ALLOWABLE

TENSION / COMP

CAPACITY

MAXIMUM

BATTER ANGLE

(FROM VERT)

HP1 40k 45°

FOOTING SCHEDULE (3000 psf BEARING CAPACITY)

MARK

NO. LENGTH WIDTH THICKNESS REINFORCING

F5 5'-0" 5'-0" 2'-0" (6) #6 E.W. T & B

F7 7'-0" 7'-0" 2'-0" (8) #6 E.W. T & B

ABCDEFGH

25'-4" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-4"

STEEL LINE

STEEL LINE

S T

E E

L

LI

N E

S T

E E

L

LI

N E

UNISTRUT TO BE CENTERED

UNDER MAIN FRAME WHEN

LOCATED AT MAIN FRAME TYP.

1-5/8"x3-1/4" P1001xCONT.

UNISTRUT TYP.

LEGEND:

1. INDICATES ROOF PURLIN ABOVE

2. INDICATES CONTINUOUS UNISTRUT BELOW

3. INDICATES RIGID FRAME

4. INDICATES 1/2"Ø ROD HANGER UNISTRUT TO

PURLIN ABOVE.

TYP.

8'-4"

3/16"Ø PRE-STRECHED GALVANIZED

AIRCRAFT CABLE BRACING WITH 7x19

STRAND CORE WITH TOLCO FIG. 991

(LOWER) AND 990 (UPPER).

STEEL BAFFLE,

SEE ARCH. TYP.S303

S303

S303

S303

TYP.

S303

TYP.

HSS7x7x1/4

PURLIN TYP.

NOTES:

1. ALL STEEL SUPPORTING BAFFLE

PLATES SHALL BE GALVANIZED

S303

(5) 4'-0" SEGMENTS WITH 1/16" GAPS

20'-0 1/4" TYP

OUT TO OUT OF PLATE GROUP

MAX

7'-0"

SCALECHECKEDDESIGNED

DRAWN DATE PROJECT NO.

PROJECT ENGINEER CHIEF, ENGINEER FLIGHT BASE CIVIL ENGINEER

PLATE NO.

SHEET OF

AS SHOWN

REV. DATE DESCRIPTION BY

DOBBINS A.R.B. GEORGIA

MARIETTA, GEORGIA

BASE CIVIL ENGINEER

DOBBINS AIR RESERVE BASE

40FGWB 13-0027A&B

Designer Checker

Author

Repair Small Arms Training Range, B-1007

08 JUL 2016

S102

ROOF FRAMING PLAN

SCALE: 3/32" = 1'-0"

S102

1 ROOF FRAMING PLAN

PLUMBING/

UTILITY LINE

EXISTING OR NEW

FOUNDATION

FINISH GRADE

WALL OR COLUMN, SEE PLAN

NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE

INSTALLED SUCH THAT THEY ARE ABOVE THE TRAPEZOID

CREATED BELOW AND ADJACENT FOOTING WITH SIDES NO

STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.

CONTRACTOR NOTE:

T/GRADE

SEE CIVIL

SUBSEQUENT PROPOSED

FOUNDATION, SEE PLAN

(2) TACK WELDS

HEAVY HEX NUT

BASE PLATE

HEAVY HEX NUT AND WASHER

(ADD LEVELING NUT AND

WASHER AS REQ'D)

T/PIER

SEE PLAN

NOTE: EMBED ANCHOR TO WITHIN 3" OF BOTTOM

OF LOWEST FOOTING U.N.O.

REINF.

SEE PLAN

CRUSHED STONE

BASE COURSE

3/8" TOOLED RADIUS

T/SLAB

SEE PLAN

TYPICAL EXTERIOR CONSTRUCTION JOINT

TYPICAL KEYWAY DIMENSIONS

1/10 T

3/4" MIN.

/2

T

/4

T

/2

M

IN

1 (2)-#5 BARSx3'-0" LG. + STD HOOK

AT MID-DEPTH OF SLAB

FACE OF PIER

E.O.S.

METAL

BUILDING

FRAME

EDGE OF

TURN DOWN

C.J.

1/2" PJF WITH BACKER ROD AND SEALANT

NOTE:

1. EDGE OF SLAB VARIES AT SIM CONDITION

36x BAR DIA.

OPTIONAL DOWEL

NOTES:

1. HOOK `A' MAY BE OMITTED IF EMBEDMENT IS MORE THAN

THE ACI DEVELOPMENT LENGTH.

2. DOWELS MAY BE USED IN LIEU OF HOOKING CONTINUOUS

BARS AS SHOWN.

EMBEDMENT

H O

O K

A S

N O

T E

D

H O

O K

'B x B

A R

D

IA

CONT. HORIZONTAL REINF.

(VERTICAL REINF. NOT

SHOWN FOR CLARITY)

PROVIDE CONT. FOOTING

REINFORCEMENT

HOOK 'A' - 16x BAR

DIA. (TYPICAL UNLESS

OTHERWISE NOTED)

D /3

D /3

D /3

S C

H E

D U

L E

D S

E E

F T

G

PROVIDE FTG. REINF.

CONT. THRU JOINT. CLASS B SPLICE

MAY BE USED AT CONTRACTORS

OPTION

(2) #5x3'-0"

THRU JOINT AT FOOTINGS

WITHOUT TOP REINF.

C L R

T O

P

NEW POURPREVIOUS POUR

PROVIDE KEY FULL

WIDTH OF FTG.

3"

S E

E P

L A

N

T

REINF.

SEE PLAN

CRUSHED STONE

BASE COURSE

CONCRETE

SLAB-ON-GRADE

T/SLAB

SEE PLAN

SAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEP JOINT

WITHIN 12 HOURS OF CONCRETE PLACEMENT.

FILL WITH BACKER ROD AND SEMI-RIGID EPOXY

JOINT FILLER

2" 2"

EXTEND 1/2 STEEL

THROUGH JOINT

3/4" CHAMFER

FOR USE AT FOOTING STEP

AND BETWEEN CONSTRUCTION

JOINTS. SEE 11/S301. MAX.

SPACING 25'-0"

SPLICE TYP.

CLASS B

SPLICE TYP.

CLASS B

S P

L

IC

E T

Y P

C

L A

S S

B

CORNER BARS SAME

SIZE & SPACING AS

HORIZ. BARS U.N.O.

CORNER BARS SAME

SIZE & SPACING AS

HORIZ. BARS U.N.O.

90 deg STD. HOOK

90 deg STD. HOOK 90 deg STD. HOOK

ALTERNATE

DIRECTION OF

HOOKS

END OF WALL

STD. HOOK IN

VERT. PLANE

REINFORCING,

SEE PLAN SLAB,

SEE PLAN

0'-8"

2"

3/4" CHAMFER

3"

/8

/2

/2

NOTE: MAX SPACING 30'-0"

CLASS B SPLICE

STAIRS BEYOND

T/WALL = + 1'-0"

T/WALL = + 2'-0"

T/WALL = + 1'-4"

T/SLAB = + 2'-0"

T/SLAB = + 0'-0"

SCALECHECKEDDESIGNED

DRAWN DATE PROJECT NO.

PROJECT ENGINEER CHIEF, ENGINEER FLIGHT BASE CIVIL ENGINEER

PLATE NO.

SHEET OF

AS SHOWN

REV. DATE DESCRIPTION BY

DOBBINS A.R.B. GEORGIA

MARIETTA, GEORGIA

BASE CIVIL ENGINEER

DOBBINS AIR RESERVE BASE

40FGWB 13-0027A&B

BLD SLW

SEW

Repair Small Arms Training Range, B-1007

08 JUL 2016

S301

TYPICAL CONCRETE DETAILS

SCALE: 1/2" = 1'-0"

S301

1 TYPICAL FOOTING INSTALLATION DETAIL

SCALE: 3" = 1'-0"

S301

8 TYPICAL ANCHOR ROD DETAIL

SCALE: 3/4" = 1'-0"

S301

4 TYPICAL SLAB CONSTRUCTION JOINT DETAIL

SCALE: 1/2" = 1'-0"

S301

7 TYPICAL SLAB DETAIL AT PIER

SCALE: 1/2" = 1'-0"

S301

2 TYPICAL CONTINUOUS FOOTING REINFORCING

SCALE: 3/4" = 1'-0"

S301

3 STRIP FOOTING CONSTRUCTION JOINT

SCALE: 3/4" = 1'-0"

S301

5 TYPICAL SLAB CONTROL JOINT DETAIL

SCALE: 3/4" = 1'-0"

S301

6 WALL CONTROL JOINT DETAIL

SCALE: 3/4" = 1'-0"

S301

9 TYPICAL WALL REINFORCING DETAILS

SCALE: 3/4" = 1'-0"

S301

10 TYPICAL DEPRESSED SLAB DETAIL

SCALE: 1 1/2" = 1'-0"

S301

11 WALL CONSTRUCTION JOINT DETAIL

SCALE: 1/2" = 1'-0"

S301

12 WALL ELEVATION

EXISTING SLAB,

SEE PLAN

3/8" RAD.

TYP.

SLOPE 1/4"/FT. MIN.

(3)#4 CONT.

#4@18" O.C.

EACH WAY

T/GRADE

SEE CIVIL

T/SLAB

SEE PLAN

M

IN

M A

T C

H E

X

IS

T

PLAIN SMOOTH BARS 3/4"dia.x16" LONG

SPACED @12@"O.C. DRILL AND EPOXY

INTO 7/8"dia HOLE. LOCATED AT MID-DEPTH

OF SLAB.

1'-0"

1/2" PJF+BACKER ROD AND SEALANT

COORD. WITH

EXIST. GRADE 4"

MIN.

GREASE THIS END

CRUSHED STONE BASE COURSE

T/FTG

SEE PLAN

T/GRADE OR SLAB

SEE CIVIL

METAL BUILDING COLUMN,

BY OTHERS

1 1/2" (± 1/2") NON-SHRINK GROUT

CONCRETE FTG.,

SEE SCHEDULE FOR

REINFORCING.

45.00°

TYP.

CONCRETE PIER, SEE PLAN

HELICAL PILE (6 PER FTG.) , 3'-6"

SPACING SPLAY ENDS AS REQUIRED

TO MAINTAIN SPACING WITHIN

FOOTING WIDTH, 6" EDGE DISTANCE

3/8" RADIUS

CORNER, TYP.

CLEAN & ROUGHEN EXISTING SURFACE

APPLY EPOXY BONDING AGENT PRIOR TO

PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

S C

H E

D U

L E

S E

E F

O O

T

IN

G

SEE FOOTING SCHEDULE

E M

B E

D

TIES, SEE SCHEDULE2

VERT. REINFORCING,

SEE SCHEDULE

S302

T Y

P

C L R

TYP.

3" CLR

IN

T

O P

(3

NOTES:

1. NO HELICAL PILES OR TAPERED

COLUMNS AT SIM CONDITION.

6" 6"

T/PIER SEE SCHEDULE

S T

E E

L

LI

N E

C L R

2" CLR. TYP

VERT. REINFORCING,

SEE SCHEDULE

TIES, SEE SCHEDULE

VERT.

REINFORCING,

SEE SCHEDULE

TIES, SEE SCHEDULE

PIER 2

PIER 1

T / LANDING

+2'-0"

T / SLAB

0'-0"

T / FTG

-1'-0"

2"

#4@14" O.C.

EACH WAY

#3 NOSING

BAR

1/2" RADIUS

EXTEND 2'-0"

1/2" PJF+BACKER ROD

AND SEALANT

COMPACTED

STRUCTURAL FILL

SEE 7/S302 FOR

REINFORCING

T / WALL

+1'-4"

CONCRETE SLAB,

SEE PLAN

#4@18"O.C. E.W.

(2) LAYERS #15 FELT

EXIST. CONCRETE

WALL, SEE PLAN

T/GRADE

SEE CIVIL

REF

3'-0"

CRUSHED STONE

BASE COURSE

EXISTING

FOOTING

1'-0"

NOTE:

SIM CONDITION ONLY

REQUIRES TURN DOWN AT

EXISTING WALL.

(2)#4 CONT(2)#4 CONT

COORD. WITH EXIST.

GRADE 4" MIN.

SLOPE 1/4"/FT. MIN.

3/8" RADIUS

EXISTING

SLABEXISTING

SLAB

REMOVE COLUMN

AS REQUIRED TO

1/2" PJF + BACKER

ROD AND SEALANT

TYP

CONCRETE

FILL

PROVIDE WADDING IN

EXISTING COLUMN TO

REMAIN TO SUPPORT

GROUT

MAX

1'-0"

MAX

1'-0"

(2) #4 E.W.

2'-0"

#4@12"O.C.

ROUGHENED SURFACE

44 BAR DIA SPLICE

8"

(2)#5 CONT.

TYP.

1 1/2" COVER

ROUGHENED

SURFACE

#4@12" O.C.

3'-0"

3'-0"

SLAB, SEE PLAN

PREFABRICATED CONTROL

BOOTH BY OTHERS. ANCHORAGE

TO WALL BY OTHERS.

SLAB, SEE PLAN

#4@12" O.C.

SEE 3/S302 FOR

MORE INFORMATION

EXIST. SLAB,

SEE PLAN

NOTE:

SIM. CONDITION DOES

NOT REQUIRE DOWEL

INTO EXISTING SLAB.

COMPACTED

STRUCTURAL FILL

#4@24"O.C.

1/2" PJF+BACKER ROD AND

SEALANT

T / SLAB

+1'-8"

3/8" RADIUS

T Y

P

2'-0"

C L R

3" CLR

(2)#5 CONT.

STD. HK.

#4@12"#4@24"

CLASS B

LAP SLICE

#4@12"O.C.

M A

X

GRADE

SEE PLAN

PJF

COMPACTED

STRUCTURAL FILL

3/4" CHAMFER

+1'-8"

SLAB,

SEE PLAN

STAIR REINFORCING,

SEE 4/S302

RAILING,

SEE ARCH.

M

IN

COMPACTED

STRUCTURAL FILL 2

M A

X

V A

R

IE

S

M

IN

SEE 7/S302 FOR

REINFORCING

TOP OF WALL

SLOPES WITH

STAIR

S302

(4) 1/2"x4" HEADED

STUDS 4" O.C.

1/2"x6"x6" PLATE

1-1/2" XS PIPE

@ 4'-0" O.C.

1/4

3/4" CHAMFER

#4@12"O.C.

ROUGHENED SURFACE

44 BAR DIA SPLICE

(2)#5 CONT.

ROUGHENED

SURFACE

3'-0"

3'-0"

SLAB, SEE PLAN

#4@12" O.C.

GRADE

COMPACTED

STRUCTURAL FILL

#4@24"O.C.

2'-0"

8"

TYP.

1 1/2" COVER

#4@12"O.C.

T / SLAB

+2'-0"

T / WALL

+1'-4"

SCALECHECKEDDESIGNED

DRAWN DATE PROJECT NO.

PROJECT ENGINEER CHIEF, ENGINEER FLIGHT BASE CIVIL ENGINEER

PLATE NO.

SHEET OF

AS SHOWN

REV. DATE DESCRIPTION BY

DOBBINS A.R.B. GEORGIA

MARIETTA, GEORGIA

BASE CIVIL ENGINEER

DOBBINS AIR RESERVE BASE

40FGWB 13-0027A&B

BLD SLW

SEW

Repair Small Arms Training Range, B-1007

08 JUL 2016

S302

TYPICAL CONCRETE DETAILS

SCALE: 3/4" = 1'-0"

S302

3 TYPICAL SLAB SECTION

SCALE: 3/4" = 1'-0"

S302

1 TYPICAL FOOTING DETAIL WITH HELICAL ANCHORS

SCALE: 3/4" = 1'-0"

S302

2 SECTION AT PIER

SCALE: 3/4" = 1'-0"

S302

4 LANDING AND STAIR DETAIL

SCALE: 3/4" = 1'-0"

S302

6 SECTION

SCALE: 1" = 1'-0"

S302

8 SLAB REPAIR DETAIL AT REMOVED COLUMN

SCALE: 1" = 1'-0"

S302

7 CONTROL BOOTH FOUNDATION WALL

SCALE: 3/4" = 1'-0"

S302

9 SECTION AT STAIR

SCALE: 1" = 1'-0"

S302

10 RAIL ANCHORAGE DETAIL

SCALE: 1" = 1'-0"

S302

5 CONTROL BOOTH FDN WALL

11'-6"

1/2" PJF+BACKER ROD AND

SEALANT TYP

EXISTING SLAB

NOTES:

1. FRAME SPACING 5'-0" O.C. MIN.

2. SLOPE TOP OF FOOTING TO MATCH EXISTING SLAB

3. BULLET TRAP MANUFACTURER SHALL PROVIDE CERTIFIED LETTER VERIFYING REACTIONS SHOWN PRIOR TO FABRICATION.

1/2" PJF+BACKER ROD

AND SEALANT TYP

EXISTING SLAB

#6@12" O.C.

±1 8k

±5 .5 k

±5 .5 k

8'-0" 3'-6"

TYP.

2"

L3x3x1/4 AT 8'-4"

O.C TYP.

1/2"Ø ROD WITH CHANNEL NUT WITH

SPRING, SQUARE CHANNEL WASHER

AND HEXAGONAL LOCK NUT TOP AND #2

CLEVIS AND 5/8" PIN BOTTOM TYP

3/16"Ø PRE-STRECHED GALVANIZED AIRCRAFT

CABLE BRACING WITH 7x19 STRAND CORE WITH

TOLCO FIG. 991 (LOWER) AND 990 (UPPER).

BRACING LOCATED AT EVERY OTHER VERTICAL

HANGER SUPPORT LOCATION (16'-8").

1-5/8"x3-1/4" P1001xCONT.UNISTRUT

WITH P1377 SPLICE TOP

AND BOTTOM

1-5/8"x1-5/8"" P1000xCONT.

UNISTRUT @ 5'-0" O.C. MAX

C5x9 TYP.STEEL BAFFLE, SEE ARCH.

SEE 10/S503 FOR HANGERS TO UNISTRUT AND

BRACING DETAILS

S303

3" MAX

3" MAX

4" TYP

3'-0"

1/2" RADIUS

DRAIN HOLE

@ 4'-2" O.C.

C5 BAFFLE

SUPPORT

PURLIN, SEE PLAN

3/8"x4"x0'-4" PLATE

1/2"Ø ROD W/ #2

CLEVIS AND 5/8"Ø PIN

STD TURNBUCKLE

WITH LOCK NUTS

TYP

3/16

L3x3x1/4

C5x9

STEEL BAFFLE,

SEE ARCH.

3/16

3/16 2@12

NOTE: BAFFLE HANGER

NOT SHOWN FOR

CLARITY

PL3/8"x4"x0'-4", SEE 4/S303

1/2"Ø ROD W/ #2

CLEVIS AND 5/8"Ø PIN

MAIN BUILDING

FRAME

3/16

3/16

PURLIN, SEE PLAN

3" 1 1/2"

3/8"x3"x0'-9" PLATE

W/(2)-3/4"Ø BOLTS

CENTERED IN HORIZ

SHORT SLOTTED HOLES

3/16

C5 SUPPORT

CHANNEL

C5 SUPPORT CHANNEL.

PROVIDE HORIZONTAL SHORT

SLOTTED HOLES IN CHANNEL

(2) 3/4" DIA. BOLTS

CENTERED IN HORIZ.

SHORT SLOTTED HOLES

6"

1/2" 1 1/2" 3"

1 1/2"

C5 SUPPORT CHANNEL.

PROVIDE HORIZONTAL SHORT

SLOTTED HOLES IN CHANNEL

EXISITNG

CONCRETE WALL

(2)-1/2"x4-1/4" EMBED HILTI

HY200 ADHESIVE ANCHOR

4" CONCRETE EDGE DIST.

MIN. CENTER IN ANGLE LEG

/2

/2

L7x4x3/8x0'-9"

LONG

7"

1/2"

C5x9 CONT.

C5x9 CONT.

L3x3x1/4

TYP.

1/2"Ø HANGER

ROD TYP.

BAFFLE TYP.

3/16"Ø PRE-STRECHED GALVANIZED

AIRCRAFT CABLE BRACING WITH 7x19

STRAND CORE WITH TOLCO FIG. 991

(LOWER) AND 990 (UPPER). BRACING

LOCATED AT EVERY OTHER VERTICAL

HANGER SUPPORT LOCATION (16'-8").

3/16"Ø PRE-STRECHED GALVANIZED

AIRCRAFT CABLE BRACING WITH 7x19

STRAND CORE WITH TOLCO FIG. 991

(LOWER) AND 990 (UPPER). BRACING

LOCATED AT 25'-0" O.C.

S303

S303

NOTES:

1. PROVIDE 1/16" GAP BETWEEN

ADJACENT BAFFLE PLATES TYP.

2. DO NOT DAMAGE AR500 PLATE WHILE

WELDING.

S303

(5) 4'-0" SEGMENTS WITH 1/16" GAPS

20'-0 1/4" TYP

OUT TO OUT OF PLATE GROUP

SUPPORT SPACING

8'-4" TYP

1'-0" MAX

TO END OF PLATE GROUP

7'-0" MAX TYP

1-5/8"x3-1/4" P1001xCONT.UNISTRUT

WITH P1377 SPLICE TOP

AND BOTTOM

1-5/8"x1-5/8"" P1000xCONT.

UNISTRUT @ 5'-0" O.C. MAX

1/2"Ø ROD WITH CHANNEL

NUT WITH SPRING, SQUARE

CHANNEL WASHER AND

HEXAGONAL LOCK NUT

BOTTOM AND #2 CLEVIS AND

5/8" PIN TOP TYP

3/16"Ø PRE-STRECHED GALVANIZED

AIRCRAFT CABLE BRACING WITH 7x19 STRAND

CORE WITH TOLCO FIG. 991 (LOWER) AND 990

(UPPER). BRACING LOCATED AT EVERY

OTHER VERTICAL HANGER SUPPORT

LOCATION (16'-8").

METAL BUILDING FRAME

BAFFLE HANGERS SEE

2/S303

SEE 6/S303 FOR ROD

SUPPORT DETAIL

SCALECHECKEDDESIGNED

DRAWN DATE PROJECT NO.

PROJECT ENGINEER CHIEF, ENGINEER FLIGHT BASE CIVIL ENGINEER

PLATE NO.

SHEET OF

AS SHOWN

REV. DATE DESCRIPTION BY

DOBBINS A.R.B. GEORGIA

MARIETTA, GEORGIA

BASE CIVIL ENGINEER

DOBBINS AIR RESERVE BASE

40FGWB 13-0027A&B

Designer Checker

Author

Repair Small Arms Training Range, B-1007

08 JUL 2016

S303

CONCRETE SECTIONS AND DETAILS

SCALE: 1/2" = 1'-0"

S303

1 FOUNDATION SECTION AT BULLET TRAP

SCALE: 1" = 1'-0"

S303

2 TYP BAFFLE SUPPORT DETAIL

SCALE: 1 1/2" = 1'-0"

S303

3 C5 DRAIN HOLE DETAIL

SCALE: 1 1/2" = 1'-0"

S303

4 ROD SUPPORT AT ROOF PURLIN

SCALE: 1 1/2" = 1'-0"

S303

5 BAFFLE SUPPORT DETAIL

SCALE: 3" = 1'-0"

S303

6 ROD SUPPORT AT MAIN FRAME

SCALE: 1 1/2" = 1'-0"

S303

7 TYP. CHANNEL CONNECTION

SCALE: 1 1/2" = 1'-0"

S303

8 CHANNEL TO WALL CONNECTION

SCALE: 1/2" = 1'-0"

S303

9 PLAN VIEW AT BAFFLE BELOW UNISTRUT LEVEL

STD HOOOK TYP

SCALE: 3/4" = 1'-0"

S303

10 TYP UNISTRUT BRACING DETAIL

DANGER

FIRING RANGE

DO NOT ENTER

NOISE

HAZARD

DOUBLE HEARING

PROTECTION REQUIRED

CCampbell Text Box

FOR INFORMATION ONLY