Attachment 4 -MFG13930-1.pdf

FIRM FOR PARTICULAR QUESTIONS REGARDING REBAR IN YOUR PLAN.

3. FOUNDATION DESIGN BASED ON MINIMUM SOIL BEARING

4. FOUNDATION TO BE INSTALLED TO INSURE PROPER DRAINAGE

5. PIERS MUST BE LEVEL AND IN THE SAME PLANE WITHIN +/- 1/8".

1. THE FOUNDATION SHOWN IS A RECOMMENDED MINIMUM FOUNDATION

7. ANCHOR BOLTS TO BE DRILLED AT TIME OF INSTALLATION.

6. EXCAVATION, FORMS, REINFORCING STEEL, BUMPER CHECKING

REQUIRES 3/4" DIA. X 7" LONG REDHEAD TYPE ANCHOR BOLTS.

MAKE SURE PIER REBAR DOES NOT INTERFERE WITH ANCHOR BOLTS.

BY B-TEK SCALES. YOUR LOCAL WEIGHTS AND MEASURES SPECIFICATIONS

AND REQUIREMENTS MAY DIFFER FROM THAT SHOWN. IT IS THE SOLE

WIDTH: +1/4", -0"

9. FOUNDATION TOLERANCES:

HEIGHT: +1/8", -0"

LENGTH: +3/8", -0"

PLATES AND CONCRETE FURNISHED BY OTHERS.

CAPACITY OF 3000 LB/FT^2 .

AWAY FROM SCALE.

RESPONSIBILITY OF THE FOUNDATION CONTRACTOR AND/OR CUSTOMER

FOUNDATION NOTES:

B-TEK IS NOT LIABLE FOR COMPLIANCE TO ANY PARTICULAR STATE,

COUNTY, CITY, OR LOCAL MUNICIPALITY SPECIFICATIONS.

TO DEFINE THOSE REQUIREMENTS PRIOR TO FOUNDATION CONSTRUCTION.

2. THE FOUNDATION REBAR DETAILS SHOWN ARE SUGGESTED TYPICAL

CONFIGURATIONS. ACTUAL REBAR CONFIGURATIONS WILL VARY DEPENDING

THIS, NO "STANDARD" REBAR SCHEDULE IS PROVIDED. CONSULT YOUR

ON THE FOUNDATION CONTRACTOR'S TYPICAL PRACTICES. BECAUSE OF

LOCAL WEIGHTS & MEASURES SPECIFICATIONS AND/OR CIVIL ENGINEERING

8. WEIGHT OF LARGEST BRIDGE MODULE: 8,000 LBS.

1'-5"

BASE PLATE

SIDE CHECKING

1"

3 "

"3

8"

4 PLACES

"1

"1

DETAIL "A"

A

70'-0" SCALE LENGTH

17'-7"

CLEARANCE

17'-6"

1"

" CLEARANCE

1" CLEARANCE

1'-2 SCALE HEIGHT4 "1

8 " TOP OF APPROACH TO CENTERLINE OF END CHECKING

2 " TOP OF APPROACH TO TOP OF PIER1'-2

4 " ALLOWANCE FOR SHIMS

17'-6"

16 " CLEARANCE TO MAIN BEAM

17'-7"

MIDDLE BASE PLATE

" 2

2'-0"

2 10

8"

1"

MFG13930

Canton, OH 44706-3081

MMG, LLC

X

D

C

B

A A

B

C

D

1235678

8 7 6 5 4 3 2 1

E

F

M

FG

-1

F

E

BREAK / ROUND ALL SHARP EDGES

FOR QUOTING / ESTMATING ONLY

M03-1832

DRAWN

CHECKED

TOLERANCES ARE AS FOLLOWS:

DIMENSIONS ARE IN INCHES

100,000# CLC

REV

Truck Scales and Railroad Track Scales are designed to carry devices to prohibit or prevent pedestrian traffic on the scale

DRAWING

DWG. NO.

not

Centurion Truck Scale 70' x 11' Steel Deck pedestrian traffic. Therefore, it is recommended that drivers, RETURN APPROVAL REQUIRED BEFORE

RETURN OF APPROVAL NOT REQUIRED

NOT FOR CONSTRUCTION / FABRICATION BT-7011-200-FESD-SL-D

AND DE-BURR ALL DRILLED HOLES

CUSTOMER

designed to accommodate the erection of any warning signs, barriers, and/or other

200,000# Capacity

NO MANUAL REVISIONS

confidential use only. The recipient promises and agrees that it

ELECTRONIC DWG. FILE

scale or scale approach areas, including but not limited to, SIZE all responsibility for the control of any pedestrian traffic on the returned upon request. This drawing may not be reproduced, R E V

MFG13930-1

SHEET 1 OF 1platform or approaches.

DO NOT SCALE

of B-TEK Scales LLC, and is loaned to the recipient for their the scale platform. Furthermore, pedestrians should not walk copied, loaned, or otherwise disposed of, directly or indirectly, APPROVAL:

B-TEK ORDER #:

DATE:

CUSTOMER:

CUST. P.O. #:

B-TEK CERTIFIED

D

UNLESS OTHERWISE SPECIFIED:

Foundation Plan operators and passengers remain in the vehicle while it is on without the express written consent of B-TEK Scales LLC.

NAME

MSM 3/30/18

APPROVAL PLAN DATE

ANY MANUFACTURIING BEGINS

DATE:

3/30/18

D

PROPRIETARY AND CONFIDENTIAL

to the interest of B-TEK Scales LLC, and that this drawing must be

The information contained within this drawing is the property

TITLE:

shall not be used in a way that would prove to be detrimental

WARNING NOTICE

vehicular trafffic only and are or stand on the scale platform or approaches. Buyer assumes

MACHINED - FRACTIONAL: 1/32"

FABRICATED - FRACTIONAL: 1/8"

FLATNESS: 1/8"

SQUARENESS: 1/8"

ALL WELDS TO BE 1/4" FILLET CONTINUOUS

UNLESS OTHERWISE SPECIFIED.

1510 Metric Avenue S.W.

***4-LOAD CELL END MODULE SETS FIRST - IN THIS POSITION***

DETAIL "A"

CLEARANCE1"

3 1 8 "

1/8"

8"

31'-2 4 3 "4

CENTERLINE OF

8'-1"

END BASE PLATES

70'-2"

4'-

ENDWALL TO ENDWALL

1'-2

AND CHECKING

3'-0" 13'-1" 3'-0"3'-0" 3'-0" 13'-1"

1'-5"

8"

14'-6" 3'-0"

3'-10 1

OF LOAD CELLS

14'-6"

CENTERLINE

7'-9"

1 " 17'-4 4 1 " 17'-4 4

1"

2'-0"

8 16'-6 16'-5

3'-6

7'-1"

CENTERLINE OF

MIDDLE BASE PLATES

CLEARANCE"

8"

CENTERLINE OF END BASE PLATES

7'-9" CENTERLINE OF LOAD CELLS & END CHECKING

8'-1"

11'-0" SCALE WIDTH

11'-2"

SCALE HEIGHT

1'-2

11'-10 4 "