Drawing - A06 SAE llc ShelterFootingDesignSpecs.pdf

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GENERAL NOTES- STAND ALONE FOUNDATION PAD

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AGGREGATE BASE

03/23/16

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 12" AGGREGATE BASE ON COMPACTED EARTH SUBGRADE.

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

SMALL ARROW ENGINEERING, LLC.

216 S. MAIN STREET

PO BOX 1538

JOPLIN, MISSOURI 64802

TEL: 41 7.624.2333

FAX: 417.624.2441

EMAIL: jbolte@small-arrow.com

CERTIFICATES OF AUTHORIZATION:

OKLAHOMA: 5937

S •t\lE COMMUNITY

� MET AL SAFE ROOM

J!!:!'J77Sj]!M�----�J>.,.1 HAUS NE R'S , INC

SMALL ARROW

ENGINEERING, LLC

PO BOX 32

D RUMRIGHT, OK 74030

SURVEY BY: _____!::lL_6_

DRAWN BY: ______GAQ_

CHECKED BY: ___J£L_

PROJECT #: ___lll__M_ DATE: 03/23/l 6

SCALE: N.T.S.

PROJECT: -�M�E�IA�I S=A�E�E�R�0�0�M� _

SHEET DESC: __ S_LA_B_D_E_TA_IL __ _

SHEET: _ _ 3 _ _ OF: 5

12"