9000 Gallon Tank.pdf

VHANYNSituJ Text Box Project No. 630-22-116 Project Title. Replace Oxygen Tank DWGs are reference ONLY. Contractor to verify field conditions

DWG NO. REV

SCALE SHEETFILE NAME

DRAWN

ENGINEER

DATE TITLE

APPD.

DESIGN

SAFETY

OPERATIONS

REF. NO.

REVISION DESCRIPTION DATE BY OPS SFTY. DGN. ENG.REV.

NONE 1 OF 1

B

AIR

PRODUCTS

PRELIM

INARY DRAWING

NOT FOR CONSTRUCTIO

N

THIS DRAWING IS THE PROPERTY OF AIR PRODUCTS AND CHEMICALS INC.

AND MUST BE ACCOUNTED FOR AND RETURNED TO THE COMPANY.

INFORMATION HEREON IS CONFIDENTIAL AND MUST NOT BE COPIED,

REPRODUCED, DUPLICATED, DISCLOSED TO OTHERS IN WHOLE OR IN

PART, SENT OUTSIDE THE COMPANY WITHOUT PROPER AUTHORIZATION,

OR USED OTHER THAN FOR THE INTENDED PURPOSE FOR WHICH

IT IS DISCLOSED.

CONFIDENTIAL

Oxygen Foundation 9000 GallonTank

Ss > 0.25 & <=0.30

BOTTOM MAT

TOP MAT #3 REBAR

GRADE

TANK MAT FOUNDATION

SECTION "A" (TANK)

1" CHAMFER

(EXPOSED EDGES)

STONE BASE

(SEE NOTES

B & D4)

WELL COMPACTED EARTH

@ 12" EACH WAY

SEE TABLE

S E

E

#3 BARS

@ 12" CTRS.

#4 @ 12"

HORIZONTAL

(WITH FROST WALLS)

2-#4 HORIZ.,

CONT. 4 SIDES

F R

O S

T D

E P

T H

V A

R

IE

S

IF

R

E Q

U

IR

E D

T

O L

O C

A L

T A

N K

S S

L A

B O

N

M

IN

S

T O

N E

B A

S E

(TANK FND. ONLY)

T A

B L

E

FOUNDATION NOTES:

A. DESIGN BASIS:

1. Presumed Max. Allow. Soil Bearing - 1500 psf

2. Design Wind Velocity = 120 mph

3. Occupancy Category III

4. Site Class "D"; Max. S = 0.40 (See Table);

Importance Factor = 1.25; Max. F = 1.60 (See Table)

5. Exposure Category "C"; Wind Directionality

Factor = 0.95; Height and Exposure Adjustment

Factor = 1.04; Press. Coefficient = 0.90; Gust

Effect Factor = 0.85; Force Coefficient = 0.80

B. STONE BASE

Crusher run, 3 8" nominal, 5% max. passing

#4 sieve, 1% max. passing #200 sieve (95%

C. CONCRETE

1. Concrete Properties:

a. Transit-mixed per ASTM C-94

b. Minimum Compressive Strength - 4,000 psi / 28 days

c. Minimum Flexural Strength - 550 psi

d. Slump - 4"

e. Air Entrainment - 5%. Admixture per

ASTM C-260

Proctor Compaction).

2. Primary Reinforcement:

Deformed steel rebar, per ASTM

A-615 Grade 60

3. Secondary Reinforcement (If Shown)

a. Preferred Alternate - Synthetic fiber, Fibermesh I (1.5 lb/CY) or Nurlon

b. Acceptable Substitute - Welded wire fabric per ASTM A-185, D. CONSTRUCTION

1. Excavate to required depths.

2. Compact the exposed sub-base to 95% per ASTM D-1557.

3. If compaction cannot be achieved, stop construction and contact APCI.

4. Lay stone base in max. 9-inch lifts, compacting each lift to 75% per ASTM

D-2047. Use 6" base for a flat pad no frost walls.

5. Set froms and chamfer strips. Place and brace re-bar and ancor bolts. Allow min.

3 inches concrete cover for re-bar.

6. Carefully place concrete.

MECHANICALLY VIBRATE.

7. Slab to be poured level. Provide a rough broom surface finish.

8. Keep concrete moist. Cure per ACI-301 for seven days.

(1 lb/CY)

6 x 6 - W2.9 x W2.9

Note: Prior to setting reinforcing and/or pouring, the Contractor shall secure the services of a soils testing laboratory to field test and confirm a minimum soil bearing capacity of 1500 psf s a

6. Dimensions shown are for a single piece of equipment.

Refer to Layout Drawing for actual dimensions.

NOTE: All Foundation Design and Details conform to the 2012 International Building Code (IBC) and the complimentrary ASCE 7-10 requirements for Seismic, Wind and Snow Loading Conditions

ASSUMED AVERAGE 9,000 GAL LIN/LOX

TANK ANCHOR BOLT LAYOUT

THREE (3) 14"± X 16" ± BASE

PLATES 1-1/2" THK W/ ONE (1)

1-1/2"Ø BOLT HOLES EACH

/4

/8

/2

/4

R4'-9"±

R4'-0 1/2"±

TANK ANCHORAGE SPECIFICATION (See Manufacturer's Tank Drawings for Baseplate & Bolt Circle Details):

1) 9,000-Gallon LIN/LOX Tank: Use total of Six (6) or Three (3) -1-1/4"Ø Hilti HAS-B7 Threaded Steel Rods per tank (i.e. two or one bolt per base plate) having a minimum embedment depth as indicated on this drawing at the table below using Hilti HIT-HY-200 Epoxy Anchoring System. Note: Where tank baseplates have holes larger than 1-1/2"Ø, provide 4"x4"x3/4" pre-drilled (1-1/2"Ø) "Dock Washer" plates to cover oversized anchor holes. Spot weld to base plates. Provide sufficient exposed threaded rods for baseplate thickness, washers, nuts, and overrun.

(Hammer drill anchor hole in fresh concrete; Core drill only where and if interference with rebar is encountered)

>0.25 & <0.30 1.55 18"

#6 BARS @

9" CTRS. E.W.

12" FOR 2

15" FOR 1

S S

Fa

MAT

THK.

BOT.

REINF.

ANCHOR

DEPTH

MAT REINFORCING FOR 9,000 GALLON

LIQUID OXYGEN & NITROGEN TANKS

Note: The above indicated mat foundation parameters are applicable to LOX and LIN tanks only, and for S values of 0.40 or less.S All other 9,000 gallon tank applications to be individually analyzed.

TRAILER APRON

GRADE

SECTION "C"

STONE BASE

(SEE NOTES

B & D4)

1" CHAMFER

(4 SIDES)

FIBRECRETE OR

CONCRETE WITH

WWF (SEE NOTE C3)

SEE

NOTE

C3B

SEE LAYOUT PLAN FOR DIMENSIONS

C

L R

1'-4"

GRADE

PROTECTIVE POST - DTL. "B"

6" PIPE, CS SCH 40, FILLED

W/ CONCRETE, CENTERED

ON SONOTUBE, PRIMED AND

PAINTED SAFETY YELLOW

W/ YELLOW PLASTIC SLEEVE

R E

C E

S S

EQUIPT. MAT

SECTION "D"

CONTRACTION JOINT

SILICONE CAULK,

2" MIN. DEPTH; AS

MANUFACTURED BY

GE OR DOW CORNING3/16"

(MIN.)

M

IN

TANK MAT

SIDE SIDE

DISCONTINUE

REBAR ACROSS

JOINT LOCATION

R E

C E

S S

BLDG. FND.

SECTION "F"

EXPANSION JOINT

SILICONE CAULK, 1" MIN.

DEPTH; AS MANUFACTURED

BY GE OR DOW CORNING

BITUMINOUS FIBER

EXPANSION JOINT PER

ASTM D-1751, FULL

DEPTH OF CONCRETE

1/2"

(MIN.)

TRAILER APRON

OR VAPORIZER FND

M

IN

OR TANK FND.

OR EQUIVALENT SYSTEM

VHANYNSituJ

Project No. 630-22-116 Project Title. Replace Oxygen Tank DWGs are reference ONLY. Contractor to verify field conditions

Project No. 630-22-116 Project Title. Replace Oxygen Tank DWGs are reference ONLY. Contractor to verify field conditions

Project No. 630-22-116 Project Title. Replace Oxygen Tank DWGs are reference ONLY. Contractor to verify field conditions

Project No. 630-22-116 Project Title. Replace Oxygen Tank DWGs are reference ONLY. Contractor to verify field conditions

Project No. 630-22-116 Project Title. Replace Oxygen Tank DWGs are reference ONLY. Contractor to verify field conditions