Addendum 3 - SB508-FOUNDATION DETAILS.pdf

3" 3"

2 5/8" 2 5/8"

HANGAR DOOR RAIL BY HANGAR DOOR MANUFACTURER

REFER DETAIL

FOR RAIL SPLICE DETAIL

NOTE:

COORDINATE ALL DIMENSIONS WITH HANGAR DOOR

MANUFACTURER AND EQUIPMENT SUPPLIER

F6 / SB508

MEDIUM BROOM

FINISH

CONCRETE

M

IN1"

9" 1'-6" 9"

3" 3'-0" 3" 1' -0

1' -0 /8

7/8" DIA ANCHOR ROD W/ LEVELING

NUTS (ALIGN AT L5X5) DRILL AND

EPOXY 8" INTO CONCRETE TYP

8"

3'-0"

L5X5X3/8 RAIL SUPPORT

AT 5'-0" OC (MAX SPACING)

COORD W/ RAIL SUPPLIER

FIRST CONCRETE POUR

SECOND CONCRETE POUR

AIR ENTRAINED CONCRETE

FOR THE TOP SLAB

SNOW MELT SYSTEM REFER ELECTRICAL

LOCATION TO COORDINATE

SB508

F6

TO

B E C O N

FI

R M

ED

W / M

AN

U

FA

C

TU

R

ER

1/ 2"

2 1/2" 2 1/2"

HANGAR DOOR

RAIL SPLICE

(MAX)

1/16" GAP

HANGAR DOOR RAIL

BY HANGAR DOOR MANUFACTURER

PROVIDE L5x5x3/8 AT ALL

HANGAR DOOR RAIL SPLICES AND

AT 5'-0" OC MAX SPACING

(ANCHOR BOLTS NOT SHOWN

FOR CLARITY)

NOTE:

SPLICE BAR NOT SHOWN

FOR CLARITY

1/4" 2 1/4" 2

SB508

C4

8" 1'-6" 8"

TYP

3"

TYP

3"

1.

2.

NOTE:

CONTRACTOR COORDINATE SPACING OF RAILS WITH HANGAR DOOR

MANUFACTURER.

REFER PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION.

PROVIDE ADDITIONAL #4 X 2'-6"

EACH SIDE OF TRENCH

GROUND FLOOR

100'-00"

DRAIN PIPE TO TRENCH DRAIN -

REFER PLUMBING

1' -0 /8

5/ 8"

6" 7" 2'-6" 10"

TOP OF FTG

98'-8"

CONTRACTOR TO COORDINATE

LOCATION OF MELT SNOW SYSTEM

REFER ELECTRICAL

TOP OF SLAB

99'-8 3/8"

1' -4

8" 8"

1.

2.

NOTE:

CONTRACTOR COORDINATE SPACING OF RAILS WITH HANGAR DOOR

MANUFACTURER.

REFER PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION.

PROVIDE ADDL #4

EACH SIDE OF TRENCH

DRAIN PIPE TO TRENCH DRAIN -

REFER PLUMBING

1' -0 /8

5/ 8"

TOP OF FTG

98'-8"

CONTRACTOR TO COORDINATE

LOCATION OF MELT SNOW SYSTEM

REFER ELECTRICAL

TYP

3"

TYP

3"

GROUND FLOOR

100'-00"

1' -4

TOP OF SLAB

99'-8 3/8"

1'-4"

7"

1' -6

1' -2 /4

6" 6"

6"

RAIL

RAIL

TRENCH

3" 3"

RAIL TRENCH

TY

P

8" 1' -6

TY

P

8"

TY

P 3"

TY

P

3"SB508

A4

SB508

D6

6"

1' -2 /4

6" 6"

6"

RAIL

TRENCH

RAIL TRENCH

TY

P

8"

TY

P

8"

TY

P 3"

TY

P 3"

3" 3"

SB508

A4

SB508

A6

6"

1' -6

1' -6

1' -2 /4

6" 6"

6"

RAIL

RAIL

TRENCH

3" 3"

RAIL TRENCH

TY

P

2' -2

1' -6

TY

P

8"

TY

P 3"

TY

P

3"SB508

A4

SB508

D6

6" TY

P 3"

TY

P 3"

RAIL

TY

P 3"

TY

P 3"

SIM

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Frankfurt-Short-Bruza Associates,P.C.

20190320

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly A nn ex , T X

Te xa s Ai r N at io na l G ua rd 9t h

FW

Co rro sio n Co nt ro l F ac ilit y

NDM

A

B C D

A B C D

E F G H

E F G

H I

I

C :\U sers\nolm stead\D ocum ents\90320_Stru_nolm steadFK74B.rvt

09/09/24 16:47:35

2 AUGUST 2024

SB508

FOUNDATION DETAILS

BJW

CGH

CGH

1 ADDENDUM 03 09/09/2024

SCALE: NTS

SECTION AT DOOR GUIDE RAILA4 SCALE: NTS

ELEVATION AT DOOR GUIDE RAIL SPLICEC4

SCALE: NTS

SECTION AT DOOR GUIDE RAIL SPLICEF6SCALE: NTS

SECTION AT RAIL TRENCH - 2D6SCALE: NTS

SECTION AT RAIL TRENCH - 1A6

SCALE: NTS

PLAN DETAIL 2 AT RAIL - DOORE3

SCALE: NTS

PLAN DETAIL 1 AT RAIL - DOORB2

SCALE: NTS

PLAN DETAIL 3 AT RAIL - DOORG3