Drawing - A06 SAE llc Safe Room Footing.pdf

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MN-RAPIDS LAKE COMPLEX STORM SHELTER
Solicitation number
140F0320Q0058
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Text version

PLAN VIEW

N.T.S.

SEE SECTION

#5 REBAR

(TYPICAL)

#4 REBAR 12" OC MAX.

(BOTH DIRECTIONS)

SHELTER SIZE

VARIES

6"

SEE SECTION

GENERAL NOTES - STAND ALONE FOUNDATION PAD

1. CONCRETE PAD THICKNESS SHALL BE 6" MINIMUM. PAD SHALL EXTEND PAST THE SHELTER WALLS 12".

MINIMUM CONCRETE STRENGTH = 3500 PSI, MAX. SLUMP 5"

2. REINFORCING BAR SHALL COMPLY WITH ASTM A615, GRADE 60 (60,000PSI); SIZE AS NOTED.

3. SEE SHEET 2 OF 3 STEEL SAFE ROOM PLAN FOR CONNECTION DETAILS.

4. SLAB SHALL BE PLACED ON 4" AGGREGATE BASE ON COMPACTED EARTH SUBGRADE.

5. SOIL BEARING CAPACITY OF 3,000 PSF MIN, HAS BEEN ASSUMED.

SECTION VIEW

N.T.S.

3" MIN. COVER

2" MIN.

COVER

3" MIN. COVER

6"

4"

12"12"

12"

3" MIN.

COVER

#4 REBAR

#5 REBAR

6"

6"

#3 REBAR STIRRUP ON

24" OC MAX.

EDGE OF SHELTER

12"

#3 STIRRUP ON

24" OC MAX.

(TYPICAL)

AGGREGATE BASE

#5 REBAR

(TYPICAL)

SURVEY BY: ________ PROJECT #: ________

DRAWN BY: ________ DATE: ____________

CHECKED BY: ______ SCALE: ____________

PROJECT: _________________________________

SHEET DESC: ______________________________

SHEET: __________ OF: _____________

SMALL ARROW ENGINEERING, LLC.

216 S. MAIN STREET

PO BOX 1538

JOPLIN, MISSOURI 64802

TEL: 417.624.2333

FAX: 417.624.2441

EMAIL: jbolte@small-arrow.com

CERTIFICATES OF AUTHORIZATION:

STORM SHELTER

METAL SAFE ROOM

HAUSNER'S, INC

PO BOX 32

DRUMRIGHT, OK 74030

SLAB DETAIL

METAL SAFE ROOM

N.T.S.JEL

03/23/16CAD

11144N/A

03/23/16

OKLAHOMA: 5937

RESIDENTIAL

METAL SAFE ROOM

COMMUNITY

METAL SAFE ROOM

File details come from the government source that posted it. Updated .