Attachment 1 plan 2 of 2 F-16 Static .pdf

10'-6" 3'

-0 " 10'-6"

25'-0"x15'-0" Footing

3' -0

2'

-0

4'-6" #6@12"

TOP & BOT

EA WAY

6'-0" #7@12"

BOT

EA WAY

4'-6" #6@12"

TOP & BOT

EA WAY

3" C

LR

T

Y P

6'-0"

ADDITIONAL

#6@12"

EA WAY

#7 Z-BARS

@ 12" o.c.

#5 w/ 180 degree

HOOK EA END

@ 12" #5 w/ 180 degree

HOOK EA END

@ 12"

#7 Z-BARS

@ 12" o.c.

5' -0

" 3' -0

10'-6" 14'-6"

DESIGN & CONSTURCITON OF ALL COMPONENTS SHALL CONFORM TO THE 2009

INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY OF DES MOINES IOWA.

DESIGN LOADS: ALL COMPONENTS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING

LOADS IN ADDITION TO THE DEAD LOADS for OCCUPANCY CAT. 1 per ASCE 7-10:

1)SNOW LOAD: Pg=30psf, Is=.8

2) ICE LOAD: Ii=.8, Ii=1.0 w/ 40mph concurrent wind

3) WIND LOAD: Iw=1.0, 105mph, Exposure C

4) SEISMIC LOAD: Sds=.08, Sd1=.066, Seismic Design Cat. A.

THE BUILDING IS DESIGNED TO BEAR ON NATIVE OR FILL SOILS WITH A MINIMUM

BEARING PRESSURE OF 2000psf. A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY

THE MINIMUM BEARING CAPACITY OF IN PLACE SOILS PRIOR TO PLACEMENT OF

CONCRETE.

CONCRETE:

EXCEPT WHERE MORE RESTRICTIVE REQUIREMENTS ARE

INDICATED, CONFORM WITH:

1) ACI 318 "Building Code Requirements for Reinforced Concrete"

2) CRSI "Manual of Standard Construction"

3) Minimum yield strength: 60 ksi

MINIMUM 28-DAY COMPRESSIVE STRENGTH: 3000psi

REINFORCING COVER:

1) Concrete Cast Against Earth: 3" Min.

2) Concrete Cast Against a Form & then Exposed to Earth: 2" Min.

ALL BARS SHALL BE LAPPED 48 BAR DIAMETERS (2'-0" Min.)

STRUCTURAL STEEL:

EXCEPT WHERE MORE RESTRICTIVE REQUIEMENTS ARE INDICATED,

CONFORM WITH:

1) AISC "Specifications for Structural Steel Buildings - Allowable Stress Design and Plastic Design"

2) AISC "Code of Standard Practice for Steel Building and Bridges"

CERTIFIED WELDERS SHALL PERFORM ALL WELDING IN ACCORDANCE WITH

AMERICAN WELDING SOCIETY SPECIFICATIONS.

WELDING ELECTRODES SHALL BE E70 UNLESS NOTED OTHERWISE.

ALL STEEL SHALL BE PRIMED USING THE MANUFACTURER'S STANDARD

PRIMER.

STRUCTURAL STEEL MATERIALS:

1) W-Shapes: ASTM A 992, Grade 65

2) Plates, Bars, Channels, & Angles: ASTM A 36

3) Pipe conforming to properties of: ASTM A 500, except SAW HSS with yield strength of 65 ksi minimum.

20 degrees 20 degrees

16'-6"

3.6'

3.1'

3'

3.6'

1.89'

Pipe support Base per detail below.

Pipe support Base per detail below.

2' 15.1'

3.

6' 1.

2' 5.

5.87'

#6 @ 12" o.c.

each way on each face.

Typical

#6

2" o .c ea ch w ay o n ea ch fa ce

T yp ic al

CL of Pipe

PIPE SUPPORT

BASE

Provide corner bars & dowels to match reinf.

NOT REVIEWED BY FEH.

FOR INFORMATION ONLY

NOT REVIEWED BY FEH.

FOR INFORMATION ONLY

W21x132 coped width as indicated.

65 ksi minimum.

W21x132 coped width as indicated.

65 ksi minimum.

W21x132 coped width as indicated. 65 ksi minimum.24" outside diameter with 1/2" thick wall.

65 ksi minimum.

24" outside diameter with 1/2" thick wall.

65 ksi minimum.

24" outside diameter with 1/2" thick wall.

65 ksi minimum.

W12x35