Draw_102134_S_set.pdf

A

2 3

C

E

D

B

73' - 0" 74' - 10"

/2

/2

F4

S-201

A1

S-200

A6

S-200

G4

S-200

G7

S-200

F2 F7

F3

F4 F5

F8

F1

F5

F3 F4F5

F2

F6

F7

G4

S-200

A6

S-200

20'-0" TO GRID 4

M A

T C

H L

IN

E

S E

E S

-1

NOTE 8, TYP

HANGAR BAY

PERIMETER SLAB

NOTE 10, TYP

/1

/1

/1

/1

/1

7' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 7' - 6" 7' - 6" 14' - 11 1/2" 14' - 11 1/2" 14' - 11 1/2" 14' - 11 1/2" 7' - 6"

X X

X X

X X

X X

X X

X X

X X

NOTE 9

T O

C E

L

F7

S-201

X X

X X

X X

HANGAR BAY SLAB

SEE NOTE 11, TYP

SEE NOTE 13,

TYP

A1

S-201

TYP @

DOORWAY

T O

C E

L

/4

C T

J -2

C T

J -2

C J -2

CTJ-2

CTJ-2

CJ-2

CTJ-2

CTJ-2

CTJ-2

CTJ-2

C T

J -2

C T

J -2

C J -2

CTJ-2

CTJ-2

CJ-2

CTJ-2

CTJ-2

CTJ-2

CTJ-2

CJ-1 CJ-1 CJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

TOC EL 100'-0"

TOC EL 99'-6 1/4"

F1

S-201

HANGAR BAY SLAB

SEE NOTE 11, TYP

SEE NOTE 14

SEE NOTE 14

HANGAR BAY

PERIMETER SLAB

NOTE 10, TYP

HANGAR BAY

PERIMETER SLAB

NOTE 10, TYP

F7

S-201

SIM

EDGE SLAB PANELS AT

HANGAR BAY SLAB

NOTE 15, TYP ALL EDGES

ALL BAYS.

/2

NOTE 16

NOTE 10

F4

S-201

NOTE 17

A4

S-200

A4

S-200

F1

S-201 STRAIGHT COL W/10" DEPTH

RESTRICTION UP TO 10'-0"

1' - 6"CL FTG

1' - 6"

CL FTG

F6

WARP SLAB AT

SECOND STAGE

CONCRETE POUR,

TYP GRID A

S c a le

F o r

M ic ro fi lm in g

In c h e s

M ill im e te rs date detailed checkeddesigned project contract rev.drawing file

no. date descriptionby ckd

J

H

G

F

E

D

C

B

A

C O

P Y

R

IG

H T

B

U R

N S

M

C D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

W9133L-15-D-0003-9M03

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

WYTD079031

K

Construct ACA Shelters

KEYPLAN

A

E

1 4 6

A B

N

1 1098765432

/1 /2

:2

:2

P M

102134_S_CENTRAL

S-101

FOUNDATION AND SLAB PLAN A

19 MAR 2018

K. SMITH J. SCHMIDT

J. DELGADO

SCALE: 1/8" = 1'-0"C1

FOUNDATION - AREA A

0 4' 8' 16'

NOTES:

1. FOR GENERAL NOTES, SEE SHEET

S-001 AND S-002. FOR ABBREVATIONS AND

LEGENED SEE SHEET S-003. FOR

TYPICAL CONCRETE DETAILS, SEE

SHEETS S-004 TO S-006,

FOR STEEL DETAILS, SEE SHEET S-007.

2. EXCAVATION, FILL, BACKFILL,

FOUNDATION, AND SLAB BASE SHALL

BE IN ACCORDANCE WITH THE

SPECIFICATIONS.

3. BOTTOM OF FOUNDATIONS SHALL BE MIN

3'-6" BELOW REFERENCE FINISH FLOOR

ELEVATION OF 100'-0" UNO.

4. F-X INDICATES FOUNDATION TYPE, SEE

FOUNDATION SCHEDULE ON SHEET

S-201 FOR SIZE AND REINFORCING. TOP OF

FOOTING EL = 98'-0''. FOOTING IS CENTERED

GRID UNO.

5. METAL BUILDING ANCHOR BOLTS:

a. CONFIRM ANCHOR BOLT

QUANTITY AND DIAMETER WITH

FINAL METAL BUILDING DESIGN

DRAWINGS FOR EACH COLUMN.

b. ANCHOR BOLT PATTERN AND

LAYOUT TO BE DETERMINED BY

METAL BUILDING DESIGNER.

c. ANCHOR BOLTS TO BE TYPE II

PER TYPICAL BOLT DETAIL.

d. ANCHOR BOLT MATERIAL IS TO

BE ASTM F1554 GRADE 36.

6. XX INDICATES BRACED BAY LOCATIONS.

7. 10'-0" HIGH REINFORCED CMU

WAINSCOTT WALL, SEE ARCHITECTURAL

PLANS FOR BLOCK TYPES AND

LOCATIONS. (NOT USED)

8. SLAB CONTRACTION AND

CONSTRUCTION JOINTS PER TYPICAL

DETAILS. CONTRACTOR TO SUBMIT

FINAL JOINTING PLAN FOR REVIEW.

9. EQUIPMENT PAD PER S-005 FOR FIRE

PROTECTION EQUIPMENT. LOCATION

AND DIMENSIONS TO BE COORDINATED

DURING CONSTRUCTION WITH ACTUAL

EQUIPMENT PROVIDED.

10.SLAB ON GRADE AROUND PERIMETER

OF HANGAR BAYS AND AT MECH/ELEC/FP

ROOMS SHALL BE 8 INCH THICK CONCRETE

SLAB REINFORCED WITH #4 BARS @ 16"

ON CENTER EACH WAY, TOP ON 6" THICK

COMPACTED DRAINGAGE LAYER ON 15MIL

VAPOR BARRIER.

11.SLAB ON GRADE AT HANGAR BAYS SHALL

BE 14.5 INCH THICK CONCRETE SLAB ON 6"

THICK COMPACTED DRAINGAGE LAYER ON

15MIL VAPOR BARRIER

12.SEE ARCH AND CIVIL DWGS FOR

LOCATIONS OF OPENING, SIDEWALKS,

STOOPS AND PAVING.

13.SLAB JOINTS, SEE S-005. JOINT MAX

SPACING 15'-0" OC.

14.SLAB DOWELS @ 20" OC, PLAN HORIZ,

SEE S-005.

15. REINFORCE SLAB WITH #4 BARS AT 12"OC.

16. WARP SLAB AT DOOR TO MATCH

ELEVATIONS.

17. STEP FOOTING AT UNDERGROUND PIPING

PER TYP DET ON S-006 AS REQUIRED.

N

CAPTIVATION REQUIREMENTS

HIGH NOISE LEVEL, CHARACTERISTIC OF JET ENGINES, PRODUCES HIGH VIBRATING FORCES WHICH MAY RESULT IN THE LOOSENNG OF SCREWS, BOLTS, NUTS AND FASTENERS. THE HIGH VOLUME OF AIR MOVEMENT CAN DRAW THESE LOOSENED ITEMS INTO JET ENGINES (POSSIBLY DESTROYING THE ENGINE OR INJURING PERSONNEL).

CAPTIVATION METHODS ARE NECESSARY TO PREVENT THESE ITEMS FROM LOOSENING. THE REQUIREMENTS ARE

AS FOLLOWS:

1) THREADED PARTS OF INTERIOR EXPOSED BOLTED OR SCREWED CONNECTIONS AND FASTENERS FOR THE BUILDING SIDING, ANCHOR BOLTS, EQUIPMENT AND ACCESSORIES IN THE ALERT SHELTER SHALL BE

COATED WITH THE GE SILICONE RTV 108 OR APPROVED EQUAL.

2) THREADED CONNECTIONS OF FITTINGS OR DEVICES OF PIPING AND TUBING SYSTEMS, SUCH AS COUPLINGS, NIPPLES, UNIONS, CAPS, PLUGS, ETC. SHALL BE COATED WITH THE GE SILICONE RTV 108 OR APPROVED

EQUAL.

3) THREADED CONDUIT CONNECTIONS AT COUPLINGS, FIXTURES, JUNCTION BOXES, DEVICES, ETC. SHALL BE

COATED WITH THE GE SILICONE RTV 108 OR APPROVED EQUAL.

4) THREADED PARTS OF CONNECTIONS OF HANGERS AND SUPPORTS FOR EQUIPMENT, PIPING AND CONDUIT

SHALL BE COATED WITH GE SILICONE RTV 108 OR APPROVED EQUAL.

1 11/07/18 JMD KAS AMENDMENT 0001

2 11/16/18 JMD KAS AMENDMENT 0002

A

C

E

D

B

74' - 10" 73' - 0"

/2

/2

F3

F3

F8

F3

F3

G1

S-200

A4

S-200

A6

S-200

G4

S-200

OPP

HAND

OPP

HAND

20'-0" TO GRID 3

F1

F4

F6

F4

F6

F1

F1

F4

F1

F4

A6

S-200

G4

S-200

OPP

HAND

OPP

HAND

M A

T C

H L

IN

E

S E

E S

-1

F4

S-201

F4

S-201

NOTE 8, TYP

NOTE 9

/1

/1

/1

/1

/1

8' - 8" 7' - 6" 14' - 8" 14' - 6" 14' - 6" 14' - 4"14' - 8" 14' - 8" 14' - 8" 14' - 8" 7' - 6"

X X

X X

X X

X X

X X

X X

T O

C E

L

X X

SEE NOTE 13,

TYP

T O

C E

L

/4

HANGAR BAY

PERIMETER SLAB

NOTE 10, TYP

C T

J -2

C T

J -2

C J -2

CTJ-2

CTJ-2

CJ-2

CTJ-2

CTJ-2

CTJ-2

CTJ-2

C T

J -2

C J -2

CTJ-2

CJ-2

CTJ-2

CTJ-2

CTJ-2

CTJ-2

CJ-1CJ-1CJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

X X

C T

J -2

CTJ-2

CJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

CTJ-1

7' - 6"

TOC EL 100'-0"

TOC EL 99'-6 1/4"

F7

S-201

SEE NOTE 14 SEE NOTE 14

HANGAR BAY SLAB

SEE NOTE 11, TYP

HANGAR BAY SLAB

SEE NOTE 11, TYP

A1

S-201

SIM

HANGAR BAY

PERIMETER SLAB

NOTE 10, TYP

HANGAR BAY

PERIMETER SLAB

NOTE 10, TYP

OPP

HAND

F7

S-201

EDGE SLAB PANELS AT

HANGAR BAY SLAB

NOTE 15, TYP ALL EDGES

ALL BAYS.

NOTE 10

NOTE 17

A4

S-200

F1

S-201

F1

S-201

/2

CL FTG

1' - 2" 1' - 0"

CL FTG

1' - 2"

NOTE 16

WARP SLAB AT

SECOND STAGE

CONCRETE POUR,

TYP GRID A

1' - 0"

CL FTG

S c a le

F o r

M ic ro fi lm in g

In c h e s

M ill im e te rs date detailed checkeddesigned project contract rev.drawing file

no. date descriptionby ckd

J

H

G

F

E

D

C

B

A

C O

P Y

R

IG

H T

R

N S

M

C D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

W9133L-15-D-0003-9M03

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

WYTD079031

K

Construct ACA Shelters

KEYPLAN

A

E

1 4 6

A B

N

1 1098765432

/1 /2

:2

:2

P M

102134_S_CENTRAL

S-102

FOUNDATION AND SLAB PLAN B

19 MAR 2018

K. SMITH J. SCHMIDT

J. DELGADO

SCALE: 1/8" = 1'-0"C1

FOUNDATION - AREA B

0 4' 8' 16'

GENERAL NOTES

FOR GENERAL NOTES, SEE SHEET

S-001 AND S-002. FOR ABBREVATIONS AND

LEGENED SEE SHEET S-003. FOR

TYPICAL CONCRETE DETAILS, SEE

SHEETS S-004 TO S-006,

FOR STEEL DETAILS, SEE SHEET S-007.

2. EXCAVATION, FILL, BACKFILL,

FOUNDATION, AND SLAB BASE SHALL

BE IN ACCORDANCE WITH THE

SPECIFICATIONS.

3. BOTTOM OF FOUNDATIONS SHALL BE MIN

3'-6" BELOW REFERENCE FINISH FLOOR

ELEVATION OF 100'-0" UNO.

4. F-X INDICATES FOUNDATION TYPE, SEE

FOUNDATION SCHEDULE ON SHEET

S-201 FOR SIZE AND REINFORCING. TOP OF

FOOTING EL = 98'-0''. FOOTING IS CENTERED

GRID UNO.

5. METAL BUILDING ANCHOR BOLTS:

a. CONFIRM ANCHOR BOLT

QUANTITY AND DIAMETER WITH

FINAL METAL BUILDING DESIGN

DRAWINGS FOR EACH COLUMN.

b. ANCHOR BOLT PATTERN AND

LAYOUT TO BE DETERMINED BY

METAL BUILDING DESIGNER.

c. ANCHOR BOLTS TO BE TYPE II

PER TYPICAL BOLT DETAIL.

d. ANCHOR BOLT MATERIAL IS TO

BE ASTM F1554 GRADE 36.

6. XX INDICATES BRACED BAY LOCATIONS.

7. 10'-0" HIGH REINFORCED CMU

WAINSCOTT WALL, SEE ARCHITECTURAL

PLANS FOR BLOCK TYPES AND

LOCATIONS. (NOT USED)

8. SLAB CONTRACTION AND

CONSTRUCTION JOINTS PER TYPICAL

DETAILS. CONTRACTOR TO SUBMIT

FINAL JOINTING PLAN FOR REVIEW.

9. EQUIPMENT PAD PER S-005 FOR FIRE

PROTECTION EQUIPMENT. LOCATION

AND DIMENSIONS TO BE COORDINATED

DURING CONSTRUCTION WITH ACTUAL

EQUIPMENT PROVIDED.

10.SLAB ON GRADE AROUND PERIMETER

OF HANGAR BAYS AND AT MECH/ELEC/FP

ROOMS SHALL BE 8 INCH THICK CONCRETE

SLAB REINFORCED WITH #4 BARS @ 16"

ON CENTER EACH WAY, TOP ON 6" THICK

COMPACTED DRAINGAGE LAYER ON 15MIL

VAPOR BARRIER.

11.SLAB ON GRADE AT HANGAR BAYS SHALL

BE 14.5 INCH THICK CONCRETE SLAB ON 6"

THICK COMPACTED DRAINGAGE LAYER ON

15MIL VAPOR BARRIER

12.SEE ARCH AND CIVIL DWGS FOR

LOCATIONS OF OPENING, SIDEWALKS,

STOOPS AND PAVING.

13.SLAB JOINTS, SEE S-005. JOINT MAX

SPACING 15'-0" OC.

14.SLAB DOWELS @ 20" OC, PLAN HORIZ,

SEE S-005.

15. REINFORCE SLAB WITH #4 BARS AT 12"OC.

16. WARP SLAB AT DOOR TO MATCH

ELEVATIONS.

17. STEP FOOTING AT UNDERGROUND PIPING

PER TYP DET ON S-006 AS REQUIRED.

N

CAPTIVATION REQUIREMENTS

HIGH NOISE LEVEL, CHARACTERISTIC OF JET ENGINES, PRODUCES HIGH VIBRATING FORCES WHICH MAY RESULT IN THE LOOSENNG OF SCREWS, BOLTS, NUTS AND FASTENERS. THE HIGH VOLUME OF AIR MOVEMENT CAN DRAW THESE LOOSENED ITEMS INTO JET ENGINES (POSSIBLY DESTROYING THE ENGINE OR INJURING PERSONNEL).

CAPTIVATION METHODS ARE NECESSARY TO PREVENT THESE ITEMS FROM LOOSENING. THE REQUIREMENTS ARE

AS FOLLOWS:

1) THREADED PARTS OF INTERIOR EXPOSED BOLTED OR SCREWED CONNECTIONS AND FASTENERS FOR THE BUILDING SIDING, ANCHOR BOLTS, EQUIPMENT AND ACCESSORIES IN THE ALERT SHELTER SHALL BE

COATED WITH THE GE SILICONE RTV 108 OR APPROVED EQUAL.

2) THREADED CONNECTIONS OF FITTINGS OR DEVICES OF PIPING AND TUBING SYSTEMS, SUCH AS COUPLINGS, NIPPLES, UNIONS, CAPS, PLUGS, ETC. SHALL BE COATED WITH THE GE SILICONE RTV 108 OR APPROVED

EQUAL.

3) THREADED CONDUIT CONNECTIONS AT COUPLINGS, FIXTURES, JUNCTION BOXES, DEVICES, ETC. SHALL BE

COATED WITH THE GE SILICONE RTV 108 OR APPROVED EQUAL.

4) THREADED PARTS OF CONNECTIONS OF HANGERS AND SUPPORTS FOR EQUIPMENT, PIPING AND CONDUIT

SHALL BE COATED WITH GE SILICONE RTV 108 OR APPROVED EQUAL.

1 11/07/18 JMD KAS AMENDMENT 0001

2 11/16/18 JMD KAS AMENDMENT 0002

6 1/2"

5 3/4"

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

WALL

PER ARCH

DOWEL TO MATCH

AND LAP VERT REINF

IJ, TYP

(3) #4 BARS CONT

GRID

(4) #4 BARS

CONT T&B

#4 BARS @

12" OC T&B

SLAB ON GRADE.

TOC EL VARIES.

SEE PLAN

TOC EL 100'-8"

PER PLAN PER PLAN

FTG SIZE AND REINF

PER SCHEDULE

LATERAL SUPPORT BY

METAL BUILDING SUPPLIER

(8KIP REACTION, SERVICE)

COLUMN, BASE PL,

AND ANCHOR

BOLT SIZE AND

LAYOUT BY METAL

BUILDING SUPPLIER

GRID

METAL STUD WALL PER ARCH

5"

SLAB ON GRADE.TOC

VARIES. SEE PLAN. TYP

IJ, TYP

TOC EL 100'-8"

5 5/8"

SECOND STAGE

CONCRETE PLACEMENT #4 DOWELS

@ 12" OC

(3) #4 CONT

METAL STUD ATTACHMENT

PER WALL SUPPLIER

CL/STL EL 119'-0"

8 1/2"

PER PLAN PER PLAN

FTG SIZE AND REINF

PER SCHEDULE

FULL HEIGHT STRAIGHT COLUMN,

WALL GIRT, AND WALL PANEL

BY METAL BUILDING SUPPLIER

SLAB ON GRADE.

TOC VARIES. SEE PLAN

ANCHOR BOLT SIZE AND

LAYOUT BY METAL

BUILDING SUPPLIER

IJ, TYP

7"

EXTERIOR

PAVEMENT

PER CIVIL DWGS

#4 DOWELS

@ 12" OC

(3) #4 CONT

10"1/4"

TOC EL 100'-0"

BASE ANGLE

BY METAL

BUILDING SUPPLIER

1/2"Ø POST INSTALLED

ANCHOR AT 24" OC

SECOND STAGE

CONCRETE PLACEMENT

PER PLAN PER PLAN

FTG SIZE AND REINF

PER SCHEDULE

TAPERED COLUMN, WALL

GIRT, AND WALL PANEL

BY METAL BUILDING SUPPLIER

SLAB ON GRADE.

TOC VARIES. SEE PLAN

7"

IJ

ANCHOR BOLT SIZE AND

LAYOUT BY METAL

BUILDING SUPPLIEREXTERIOR

PAVEMENT

PER CIVIL DWGS

#4 DOWELS

@ 12" OC

(3) #4 CONT

BASE ANGLE

BY METAL

BUILDING SUPPLIER

1/2"Ø POST INSTALLED

ANCHOR AT 24" OC, TYP

SECOND STAGE CONCRETE

PLACEMENT

4 3/8"6" A

WALL GIRT, AND WALL

PANEL BY METAL

BUILDING SUPPLIER

COLUMN, BASE PL, AND

ANCHOR BOLT SIZE AND

LAYOUT BY METAL

BUILDING SUPPLIER

1' - 6 1/2" *1' - 7 1/2"

FTG SIZE AND REINF

PER SCHEDULE

PER PLAN PER PLAN

SLAB ON GRADE.

TOC VARIES. SEE PLAN

IJ

GRID

#4 DOWELS

@ 12" OC

(3) #4 CONT

* COORDINATE WITH

ACTUAL DOOR FURNISHED

TOC EL 100'-0"

BASE ANGLE BY METAL

BUILDING SUPPLIER

1/2"Ø POST INSTALLED

ANCHOR AT 24" OC

SLAB ON GRADE.

TOC VARIES. SEE PLAN

WALL GIRT AND WALL PANEL

BY METAL BUILDING SUPPLIER

TOC EL 100'-0"

IJ

1' - 1" 7" 1' - 1" 3"

EXTERIOR

PAVEMENT

PER CIVIL DWGS

#4 DOWELS

@ 12" OC

(4) #4

CONT T&B

#4 BARS @

12" OC T&B

(3) #4 CONT

10 3/8"

BASE ANGLE

PROVIDED

BY METAL

BUILDING SUPPLIER

1/2"Ø POST INSTALLED

ANCHOR AT 12" OC, TYP

S c a le

F o r

M ic ro fi lm in g

In c h e s

M ill im e te rs date detailed checkeddesigned project contract rev.drawing file

no. date descriptionby ckd

J

H

G

F

E

D

C

B

A

C O

P Y

R

IG

H T

R

N S

M

C D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

W9133L-15-D-0003-9M03

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

WYTD079031

K

Construct ACA Shelters

1 1098765432

/1 /2

:2

:2

P M

102134_S_CENTRAL

S-200

FOUNDATION SECTIONS AND DETAILS

19 MAR 2018

K. SMITH J. SCHMIDT

J. DELGADO

SCALE: 1/2" = 1'-0"A6

SECTION

SCALE: 1/2" = 1'-0"G4

SECTION

SCALE: 1/2" = 1'-0"A1

SECTION

0 1' 2' 4'SCALE: 1/2" = 1'-0"G1

SECTION

0 1' 2' 4' SCALE: 1/2" = 1'-0"G7

SECTION

SCALE: 1/2" = 1'-0"A4

SECTION

0 1' 2' 4'

0 1' 2' 4' 0 1' 2' 4' 0 1' 2' 4'

1 11/16/18 JMD KAS AMENDMENT 0002

EGRID

1' - 6"

VERTICALLIFT FABRIC

BY SUPPLIER

SLAB ON GRADE.

TOC VARIES. SEE PLAN

1' - 4"

1' - 11"

TOC EL

PER PLAN

#4 @ 12" OC(2) #4

/4

/4

6 1/4" 11 1/2" 6 1/4"

METAL STUD

WALL PER ARCH

IJ, TYP

(3) #4 CONT

#4 DOWEL

(3) #4

CONT T&B

#4 BARS @

12" OC T&B

TOC EL 100'-8"

1' - 1" 1' - 3" 5"

3"

OPENING PER ARCH

SLAB ON GRADE.

TOC VARIES. SEE PLAN

EXTERIOR

PAVEMENT

PER CIVIL DWGS

V A

R

IE

S

T/FTG EL 98'-0"

(4) #4 BARS

CONT T&B

#4 BARS @

12" OC T&B

(2) #4 BARS EF CONT

#4 BAR AT 16" OC

(2) #4 BARS CONT

GRID

A

E

7"

TOC EL 100'-0"

(3) #4 CONT

#4 DOWELS

@ 12" OC

FTG SIZE AND REINF

PER SCHEDULE

1' - 10 1/2"

WALL GIRT AND WALL

PANEL BY METAL

BUILDING SUPPLIER

COLUMN, BASE PL, AND

ANCHOR BOLT SIZE AND

LOCATION BY METAL

BUILDING SUPPLIER

BASE ANGLE

PROVIDED

BY METAL

BUILDING SUPPLIER

1/2"Ø POST INSTALLED

ANCHOR AT 12" OC

PER PLAN PER PLAN

MAX SHEAR

1603&4

2 114

V25GRID

6 80

1 51

-100

-74

-74

P4

-54

-25

S c a le

F o r

M ic ro fi lm in g

In c h e s

M ill im e te rs date detailed checkeddesigned project contract rev.drawing file

no. date descriptionby ckd

J

H

G

F

E

D

C

B

A

C O

P Y

R

IG

H T

R

N S

M

C D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

W9133L-15-D-0003-9M03

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

WYTD079031

K

Construct ACA Shelters

1 1098765432

/1 /2

:2

:2

P M

102134_S_CENTRAL

S-201

FOUNDATION SECTIONS AND DETAILS

19 MAR 2018

K. SMITH J. SCHMIDT

J. DELGADO

SCALE: 1/2" = 1'-0"F4

SECTION

0 1' 2' 4' 0 1' 2' 4'

SCHEDULE NOTES:

1. P= MAX AXIAL REACTIONS. (-) INDICATES AN UPLIFT REACTION

2. REACTIONS ARE IN KIPS

3. V =PLAN E-W SHEAR

(V CAN ACT IN EITHER DIRECTION, VALUE INDICATES

MAX ALLOWABLE LOAD (0.6WL))

4. MINIMUM ALLOWABLE AXIAL REACTION

5. SUM OF SHEAR REACTION ALONG GRID (PLAN N-S) FOR ANY

ONE LOAD COMBINATION

6. +/- 5KIP LATERAL LOAD ACCEPTABLE IN THIS CONDITION

7. MAX SHEAR LOAD ON MULLION: 25KIP SERVICE

SCALE: 3/4" = 1'-0"F7

SECTION

SCALE: 1/2" = 1'-0"A1

SECTION

0 1' 2' 3'

0 1' 2' 4'

SCALE: 1/2" = 1'-0"F1

SECTION

FOOTING SCHEDULE

TYPE WIDTH LENGTH THICKNESS REINFORCEMENT

REACTION AT COLUMN BASE

MAX

GRAVITY⁶

MAX

UPLIFT

MAX

SHEAR

P P V1 V1 P⁴

F1 15'-0" 15'-0" 2'-0" #5@12" EW T&B 175 -10 8 16 15

F2 12'-0" 10'-0" 2'-0" #5@12" EW T&B 100 -14 8 13 -10

F3 11'-0" 11'-0" 2'-0" #5@12" EW T&B 125 -14 8 13 -10

F4 13'-0" 13'-0" 2'-0" #5@12" EW T&B 150 -12 4 12 12

F5 12'-0" 12'-0" 2'-0" #5@12" EW T&B 115 -5 5 12 20

F6 15'-6" 15'-0" 2'-0" #5@12" EW T&B 100 -15 5 8 -10

F7 10'-6" 10'-6" 2'-0" #5@12" EW T&B 75 -5 4 6 10

F8 10'-0" 10'-0" 2'-0" #5@12" EW T&B 125 -14 8 13 -10

1 11/16/18 JMD KAS AMENDMENT 0002