truetech bridge engineered for integrity truetech bridge€¦ · design span (l) = clear distance...

© 2019, INVENTURE HOLDINGS, LLC

TrueTechBridge®

E N G I N E E R E D F O R I N T E G R I T Y

TrueTechBridge®


TrueTechBridge®


TrueTech Bridge®



Sample Drawings: Skewed Ends

ClearCast FORMS - SAMPLE DRAWINGS

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11640 North Park Drive - Suite 110

Wake Forest, NC 27587

Ph.: (919)453-2011 / Fax.: (513)297-7930

PROJECT NAME: PAGE NAME: SET

CHECKED

BY:

DRAWN

BY:

DESIGN

BY:

SUBMITTAL DATE: PROJECT NO.:

S

PAGE #

PREPARED BY:

NOTE: THIS DRAWING AND THE INFORMATION CONTAINED AND/OR DEPICTED

HEREIN, EITHER EXPRESSLY OR IMPLIED, IS CONDITIONAL AND PROPRIETARY AND

MAY NOT BE REUSED, REPRINTED, DISTRIBUTED OR OTHERWISE DISCLOSED

WITHOUT THE EXPRESS WRITTEN CONSENT OF INVENTURE CIVIL

®

, LLC.

PATENT NUMBER: 8,739,496


SAMPLE

03/06/2018

DB

SE

DB

CVR

COVER SHEET - INDEX

SHEET INDEX (ClearCast FORMS)

SHEET NO. CONTENTS REVISION

CVR COVER SHEET - INDEX

NTS GENERAL NOTES & SPECIFICATIONS

1.01 BRIDGE PLAN

2.01

TYPICAL ClearCast INSTALLATION PLAN,

SECTIONS AND CONNECTION DETAIL

2.02

SPECIAL ClearCast INSTALLATION PLAN &

SECTION AT ABUTMENT CONNECTION

3.01 STANDARD ClearCast ASSEMBLY DETAILS

3.02

STANDARD ClearCast ENLARGED

ASSEMBLY DETAILS

3.03 SPECIAL ClearCast ASSEMBLY DETAILS

MATERIALS PROVIDED BY INVENTURE CIVIL

®

*MEMBER LENGTH

(INCHES)

*MEMBER DEPTH

(INCHES)

WIDTH

(INCHES)

MIL THICKNESS

MILS (1/1000")

YIELD STRENGTH (MIN.)

(KSI)

DESIGNATION/

PART ID

COATING

MATERIAL

SPECIFICATION

STRUCTURAL STEEL JOIST

60.60 3.625 1.375 43 50 362S137-43 G90 ASTM A653

C-SECTION

STRUCTURAL STEEL TRACK

48.00 3.625 1.5 33 33 362T150-33 G90 ASTM A653

C-SECTION

STRUCTURAL STEEL ANGLE

VARIES 4.00 3.00

153 (9 Ga.)

50 L4x3-9 Ga. G90 ASTM A653

SUPPORT

#10 SELF-TAPPING SCREW

1.00 (MIN.) TO

2.00 (MAX.)

X1S1016 OR

SSPCD1B1016

CLEAR-ZINC OR

STAINLESS

ASTM C1513

TRANSPARENT ACRYLIC

58.8

47.5 (MIN.)

TO 48 (MAX.)

177 ASTM D4802

*FOR TYPICAL ClearCast UNITS. DIMENSIONS FOR NON-TYPICAL ClearCast WILL BE DETAILED WITHIN THIS DRAWING SET IF REQUIRED.

GENERAL NOTES

DESIGN NOTES

1. THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED ON

INFORMATION PROVIDED BY OTHERS. ON THE BASIS OF THE

INFORMATION, INVENTURE CIVIL

®

IS RESPONSIBLE FOR THE DESIGN

OF THE CLEARCAST FORMS FOR THE PURPOSE OF PREVENTING

ANY APPRECIABLE VERTICAL DEFLECTION OF THE BRIDGE DECK

DURING THE PLACING OF CONCRETE UNTIL THE CONCRETE HAS

SET UP.

2. THE DESIGN, MATERIALS AND CONSTRUCTION ARE BASED ON

THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION

(WITH CURRENT INTERIMS), AND THE AASHTO GUIDE DESIGN

SPECIFICATIONS FOR BRIDGE TEMPORARY WORKS, 1ST EDITION

(WITH CURRENT INTERIMS), AND THE AISI S100-12 (NORTH

AMERICAN SPECIFICATION OF COLD-FORMED STEEL STRUCTURAL

MEMBERS), AND ACI 318-14 (BUILDING CODE REQUIREMENTS FOR

STRUCTURALCONCRETE), AND AISC 360-10 (SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS).

3. THE MAXIMUM DEFLECTION IN THE FORM IS TO BE LIMITED TO

THE PERMISSIBLE DEFLECTION, CALCULATED BASED ON THE

SELF-WEIGHT OF THE FORM AND THE FOLLOWING:

UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF

CONSTRUCTION LIVE LOAD: 50 PSF

DESIGN SPAN (L) = CLEAR DISTANCE BETWEEN EDGES OF

GIRDERS LESS MIN. BEARING LENGTH

Δ = LESSER OF L/180 OR 0.50 IN. (FOR SPANS ≤ 10 FT.)

Δ = LESSER OF L/240 OR 0.75 IN. (FOR SPANS > 10 FT.)

INSTALLATION NOTES

1. CONTRACTOR TO SET THE ELEVATION OF THE FORM SUPPORTS

TO MEET THE REQUIRED SCREED ELEVATIONS, DECK THICKNESS

AND PLAN PROFILE. THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND ADJUST SUPPORTS AS NEEDED PRIOR TO

INSTALLING CLEARCAST FORMS.

2. WELDING OF FORM SUPPORTS TO TENSION FLANGES IS NOT

PERMITTED.

3. IF WELDS OR WELDING IS REQUIRED, IT MUST BE IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SPECIAL

PROVISIONS AND PERFORMED BY A QUALIFIED WELDER.

4. ANY PERMANENTLY EXPOSED STEEL WITH DAMAGED

GALVANIZED COATING MUST BE CLEANED AND REPAIRED AT THE

DISCRETION OF THE ENGINEER.

5. PLACE CLEARCAST FORMS ON FORM SUPPORTS TO MEET THE

MINIMUM BEARING LENGTHS SHOWN IN THE PLANS. DO NOT SET

AND ATTACH FORMS DIRECTLY ON THE TOP OF BEAM FLANGES.

6. JOINTS BETWEEN ADJACENT CLEARCAST FORMS AND THE

SUPPORT ANGLE SHALL BE MORTAR TIGHT. JOINTS LARGER THAN

0.50 INCHES SHALL BE SEALED WITH AN APPROVED MATERIAL

(PROVIDED BY CONTRACTOR) TO PREVENT LEAKAGE OF THE

CONCRETE.

7. CONNECT CLEARCAST FORMS TO THE FORM SUPPORTS BEFORE

APPLYING ANY LOAD OR WALKING ON THE FORM, AND BEFORE THE

END OF EACH WORK SHIFT. IT IS RECOMMENDED TO CONNECT

CLEARCAST FORMS TO THE FORM SUPPORTS IMMEDIATELY UPON

PLACEMENT TO PREVENT MOVEMENT OR UPLIFT.

8. IT IS RECOMMENDED THAT CONNECTIONS WITH SCREWS BE

INSTALLED WITH TORQUE-LIMITING DEVICES TO PREVENT

STRIPPING.

9. CUTTING OR DRILLING OF THE CLEARCAST FORM MAY ONLY BE

DONE BY ACCEPTABLE METHODS WITH APPROVAL BY INVENTURE

CIVIL

®

AND THE ENGINEER. CUTTING BY TORCH OR BURNING IS

NOT PERMITTED.

10. THE MASKING, PROVIDED ON THE TOP SURFACE OF THE

CLEARCAST FORM, SHOULD BE LEFT IN PLACE DURING

INSTALLATION OPERATIONS TO PROVIDE PROTECTION OF THE

TRANSPARENT SURFACE. USE ONLY PLASTIC PUTTY KNIVES OR

SCRAPERS TO REMOVE MASKING AND TAKE CARE NOT TO

SCRATCH THE SURFACE OF THE CLEARCAST FORM.

11. REMOVE THE MASKING JUST PRIOR TO SETTING REINFORCING

STEEL.

12. ALL SCREWS MUST BE PLACED SUCH THAT THERE IS A MINIMUM

DISTANCE OF 0.29 INCHES BETWEEN THE CENTER OF SCREW AND

ANY MATERIAL EDGE.

13. THE CONTRACTOR SHALL PROTECT THE INSTALLED CLEARCAST

FORMS FROM ANY CLEANING SOLUTIONS, SOLVENTS SUCH AS

ACETONE, GASOLINE, ALCOHOL OR THINNERS AS THEY MAY

DAMAGE THE FORM. ANY FORMS THAT ARE DAMAGED FROM LACK

OF PROTECTION SHALL BE REPAIRED OR REPLACED, AS DIRECTED

BY THE ENGINEER.

14. PRIOR TO POURING CONCRETE, REMOVE ALL DEBRIS AND

EXTRANEOUS MATTER FROM THE FORMS.

15. CONTROL THE PLACEMENT AND THICKNESS OF CONCRETE

SUCH THAT THE PRESSURE APPLIED DOES NOT EXCEED THE

DESIGN PRESSURE.

16. DO NOT DROP CONCRETE FROM A HEIGHT GREATER THAN 10

INCHES ABOVE THE CLEARCAST FORM.

17. MINIMIZE OR AVOID CONTACT OF EQUIPMENT, TOOLS,

VIBRATORS WITH THE TOP OF CLEARCAST FORM TO PREVENT

DAMAGE TO THE TRANSPARENT SURFACE.

18. CONCRETE WITH CALCIUM CHLORIDE (OR ANY ADMIXTURE

CONTAINING SALTS) SHALL NOT BE USED.

19. INVENTURE CIVIL

®

SUPPLIES THE CLEARCAST FORM AND

COMPONENTS FOR THE STRUCTURE DETAILED HEREIN. IT IS THE

CONTRACTORS OBLIGATION TO PREPARE AND EXECUTE A

PROJECT SPECIFIC INSTALLATION SEQUENCE, MATERIAL

UNLOADING, HANDLING AND BRACING AND FALL PROTECTION

SYSTEM. THE NOTES AND DRAWINGS HEREIN DO NOT RELIEVE THE

CONTRACTOR OF HIS RESPONSIBILITY TO CONSTRUCT THE BRIDGE

DECK ACCORDING THE PROJECT PLANS AND SPECIFICATIONS AND

CONTRACT DOCUMENTS OR COMPLIANCE WITH ALL FALL

PROTECTION, SAFETY, LAWS, STANDARDS AND PROCEDURES

REQUIRED.

STORAGE & HANDLING

1. STORE PALLETS OF CLEARCAST FORMS AT LEAST THREE INCHES

OFF THE GROUND WITH ONE END ELEVATED TO ALLOW FOR

DRAINAGE.

2. KEEP WRAP ON CLEARCAST FORMS UNTIL THEY ARE READY FOR

INSTALLATION TO REDUCE POTENTIAL FOR DAMAGE.

3. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CLEARCAST

FORMS DURING HANDLING AND INSTALLATION. DO NOT STACK

MATERIALS, DROP TOOLS OR RUN HEAVY EQUIPMENT OVER THE

FORMS. ANY DAMAGED FORMS MUST BE REPLACED BY THE

CONTRACTOR PRIOR TO CONTINUING WITH DECK CONSTRUCTION.

4. LIFT CLEARCAST FORMS FROM BENEATH THE STEEL TRACK. DO

NOT LIFT FROM THE PLASTIC SHEET.

MATERIAL NOTES

1. ONLY THE MATERIALS SHOWN IN THE TABLE "MATERIALS

PROVIDED BY INVENTURE CIVIL

®

" WILL BE SUPPLIED BY INVENTURE

CIVIL

®

. ANY OTHER MATERIALS REQUIRED TO CONSTRUCT THE

BRIDGE DECK ACCORDING TO THE CONTRACT DRAWINGS AND

SPECIFICATIONS SHALL BE SUPPLIED BY THE CONTRACTOR,

INCLUDING BUT NOT LIMITED TO JOINT FILLER, CAULK, ADHESIVES,

DUNNAGE AND END SUPPORTS, CANTILEVERED DECK SUPPORTS

OR ANY OTHER SPECIAL MATERIALS.

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Ph.: (919)453-2011 / Fax.: (513)297-7930


CHECKED

BY:

DRAWN

BY:

DESIGN

BY:


S

PAGE #

PREPARED BY:





®

, LLC.



SAMPLE

03/06/2018

DB

SE

DB

NTS

GENERAL NOTES

& SPECIFICATIONS

STANDARD

ClearCast

FORM (TYP.)

SPECIAL ClearCast

FORM, TYP. (TRAILING

FORM, SEE 3.03)

BRIDGE ABUTMENT

(TYP.)

CONCRETE BEAM

(TYP.)

SPECIAL ClearCast

FORM, TYP. (LEADING,

FORM, SEE 3.03)

BAY 1

BAY 2

BAY 3

BAY 4

C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2

SETTING DIRECTION

1

0

1

3

/

1

6

"

1

'

-

7

1

3

/

1

6

"

C-2 C-3C-1

C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3C-1



1'-7"

36'-4"

37'-11"

81'-6"

FACE TO FACE OF ABUTMENT

(4) BAYS OF (19) STANDARD ClearCast FORMS @ 4'-0"

(2) SPECIAL ClearCast FORMS @ 1'-2 5/8" SHORT LEG, 4'-2 5/8" LONG LEG

5'-2"

BAY

(TYP.)

1'-5"

4

2

'

-

4

5

/

8

"

4

3

'

-

3

7

/

1

6

"

4

2

'

-

4

5

/

8

"

4

4

'

-

0

7

/

1

6

"

9 1/4"

36'-4"

1'-7"

85'-0"

NO SCALE

PLAN VIEW

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Ph.: (919)453-2011 / Fax.: (513)297-7930


CHECKED

BY:

DRAWN

BY:

DESIGN

BY:


S

PAGE #

PREPARED BY:





®

, LLC.



SAMPLE

03/06/2018

DB

SE

DB

1.01

BRIDGE PLAN

DECK REINFORCING

NOT SHOWN FOR

CLARITY

ClearCast FORMWELD ANCHOR

(TYP.)

T/CIP

CONCRETE

DECK

ClearCast FORM SUPPORT

ANGLE (TYP.)

CONCRETE

BEAM (TYP.)

VARIES

8"

ClearCast

FORM


@ 12" O.C. (INSTALL

IN PRE-DRILLED HOLES)

L4"x3"x9 Ga. SUPPORT ANGLE

W/ PREDRILLED HOLES AT 12" O.C.

AND 1" FROM TOP EDGE OF LEG

TOP OF ClearCast

FORM = BOTTOM

OF DECK

L2.50"x4.0"x2.0" LONG ANGLE, GALVANIZED

10 GA. WELD ANCHOR ASTM A653 STEEL

WITH 1"Ø HOLE IN 2 1/2" LEG. SPACE AT

12" O.C. EMBEDDED IN CONCRETE BEAM

TOP FLANGE OF

CONCRETE BEAM

**NOTE:

CONTRACTOR TO SURVEY HAUNCH

'H' FROM TOP OF FLANGE TO TOP

OF SUPPORT ANGLE AND MARK

DISTANCE ON TOP OF FLANGE AT

12 FT INTERVALS ON EACH BEAM

3/16"

TYP.

3"

**H> 1.5"

1"

2 1/2"

3/4"

MIN. BEARING

LENGTH

WELD NOTE:

WELD DESIGN SHOWN

BASED ON 70 KSI ULTIMATE

STRENGTH ELECTRODE

3 7/8"

A A

L4"x3"

SUPPORT ANGLE

(TYP.)

℄ JOINT &

FORM OVERLAP

CC

5'-1"

OUT TO OUT ClearCast FORM

5'-2"

FACE TO FACE OF PRECAST BEAM

4'-0"

ClearC

ast W

ID

TH

4'-0"

ClearC

ast W

ID

TH

WELD ANCHOR

@ 12" O.C. (TYP.)

SE

TT

IN

G D

IR

EC

TIO

N

CONCRETE

BEAM (TYP.)

NOTE:

SUPPORT ANGLES TO HAVE A WELDED SPLICE

WHEREVER A ClearCast FORM JOIST BEARS DIRECTLY

ON THE JOINT (SEE DETAIL ON 2.02).

℄

0.177" TRANSPARENT

ACRYLIC PLASTIC (TYP.)

362S137-43

STEEL JOIST

(TYP.)

3/16"Ø RIVET

GRIP RANGE

0.031 - 0.125

(TYP.)

NO SCALE

TYPICAL PLAN - ClearCast FORMS (NEAR ABUTMENTS)

NO SCALE

SECTION C-C: JOINT DETAIL

NO SCALE

DETAIL B: FORM BEARING SUPPORT

B

2.01

NO SCALE

SECTION A-A

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Ph.: (919)453-2011 / Fax.: (513)297-7930


CHECKED

BY:

DRAWN

BY:

DESIGN

BY:


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PAGE #

PREPARED BY:





®

, LLC.



SAMPLE

03/06/2018

DB

SE

DB

2.01

TYPICAL ClearCast

INSTALLATION PLAN

SECTIONS & CONN. DET'LS.

ClearCast FORMCONCRETE DECK

FILL FACE

ABUTMENT

BACKWALL

CONCRETE

BEAM

APPROACH SLAB

℄ INTEGRAL END

BENT BEARING

VERTICAL STEEL

PILE

CONCRETE

BEAM

(TYP.)

L4"x3" SUPPORT

ANGLE (TYP.)

℄ JOINT &

FORM OVERLAP

DD

SE

TT

IN

G D

IR

EC

TIO

N

5'-1"

OUT TO OUT ClearCast FORM

5'-2"

FACE TO FACE OF PRECAST BEAM

1'-2 5/8"

ClearC

ast

WID

TH

4'-2 5/8"

4'-0"

4'-0"

ClearC

ast W

ID

TH

3

'

-

0

"

A

B

U

T

M

E

N

T

1

'

-

3

"

WELD ANCHOR

(TYP.)

L4"x3" SUPPORT

ANGLE (TYP.)


@12" O.C., TYP. (INSTALL

IN PRE-DRILLED HOLES)

Ea. LEG

WELDED SPLICE AT

JOIST BEARINGS

JOIST BEYOND

NO SCALE

SPECIAL PLAN - ClearCast FORMS

NO SCALE

SUPPORT ANGLE SPLICE DETAIL

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Ph.: (919)453-2011 / Fax.: (513)297-7930


CHECKED

BY:

DRAWN

BY:

DESIGN

BY:


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PAGE #

PREPARED BY:





®

, LLC.



SAMPLE

03/06/2018

DB

SE

DB

2.02

SPECIAL ClearCast

INSTALLATION PLAN &

SECTION @ ABUT. CONN.

NO SCALE

SECTION D-D: ABUTMENT & FORM BEARING SUPPORT

5" LONG x 1" WIDE 3M VHB

ADHESIVE TAPE, DOUBLE-

SIDED (TYP.). STEEL PREPARATION

AND INSTALLATION PER

MANUFACTURER'S SPECIFICATIONS

362T150-33

STEEL TRACK

(TYP., Ea. SIDE)

4'-0"

5'-1"

8.00"

8.00"

8.00"

8.00"

8.00"

8.00"

4'-10 1/2"

(TRANSPARENT ACRYLIC PLASTIC)

0.177" TRANSPARENT ACRYLIC

PLASTIC APPLIED TO TOP

362S137-43

STEEL JOIST

5.05' LONG (TYP.)

1/4" (M

AX

.)

3'-11 1/2" (M

IN

.) T

O 4'-0" (M

AX

.)

(T

RA

NS

PA

RE

NT

A

CR

YLIC

P

LA

ST

IC

)

1/4" (M

AX

.)

362S137-43

STEEL JOIST

0.177" TRANSPARENT

ACRYLIC PLASTIC

1/4" TO 3/8"

3/4"

(TYP.)

362T150-33

STEEL TRACK

3/16"Ø RIVET

GRIP RANGE

0.63 - 0.125

3/16"Ø RIVET

GRIP RANGE

0.031 - 0.125

0.177" TRANSPARENT

ACRYLIC PLASTIC

362S137-43

STEEL JOIST

(TYP.)

362T150-33

STEEL TRACK

(TYP.)

℄FLANGE

3'-11 1/2" MIN. TO 4'-0" MAX.

3 7/8"

8"

(TYP.)

8"

4'-0"

RIVET, SEE SECTION E-E

(TYP.)

3M VHB ADHESIVE

(TYP. AT Ea. JOIST)

NO SCALE

STANDARD ClearCast FORM PLAN: C-2

NO SCALE

SECTION F-F: STANDARD ClearCast FORM

NO SCALE

SECTION E-E: INTERIOR STEEL CONNECTION

E E

FF

H

3.02

G

3.02

J

3.02

K

3.02

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Ph.: (919)453-2011 / Fax.: (513)297-7930


CHECKED

BY:

DRAWN

BY:

DESIGN

BY:


S

PAGE #

PREPARED BY:





®

, LLC.



SAMPLE

03/06/2018

DB

SE

DB

3.01

STANDARD ClearCast

ASSEMBLY DETAILS

L

3.02

0.177" TRANSPARENT

ACRYLIC PLASTIC

1/4" 1/2"

0.177" TRANSPARENT

ACRYLIC PLASTIC

1/4"1/2"

362S137-43

STEEL JOIST

362T150-33

STEEL TRACK

3/16"Ø RIVET

GRIP RANGE

0.031 - 0.125

3/16"Ø RIVET

GRIP RANGE

0.031 - 0.125

℄

3/4"

1 1/4"

362S137-43

STEEL JOIST

362T150-33

STEEL TRACK

℄

3/16"Ø RIVET

GRIP RANGE

0.031 - 0.125

3/16"Ø RIVET

GRIP RANGE

0.031 - 0.125

3/4"

0.177" TRANSP.

ACRYLIC PLASTIC

3M VHB

ADHESIVE

TAPE

3/16"Ø RIVET

362S137-43

JOIST

362T150-33

TRACK

NO SCALE

DETAIL J: EDGE OFFSET OF ACRYLIC SHEET ON STEEL

NO SCALE

DETAIL L: PLASTIC TO STEEL CONNECTION

NO SCALE

DETAIL K: EDGE OFFSET OF ACRYLIC SHEET ON STEEL

NO SCALE

DETAIL G: FACING RIGHT CORNER OF TRAILING EDGE

NO SCALE

DETAIL H: FACING LEFT CORNER OF TRAILING EDGE

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Ph.: (919)453-2011 / Fax.: (513)297-7930


CHECKED

BY:

DRAWN

BY:

DESIGN

BY:


S

PAGE #

PREPARED BY:





®

, LLC.



SAMPLE

03/06/2018

DB

SE

DB

3.02

STANDARD ClearCast

ENLARGED ASSEMBLY

DETAILS



1/4" T

O F

RA

MIN

G

ED

GE

(T

YP

.)

4'-10 1/2"

5'-5"

2 3/4"

4'-0"

1'-2 1/2"

FRAMING NOT

SHOWN FOR

CLARITY

5'-1"

5

'

-

9

3

/

4

"

362T125-33

STEEL TRACK

(TYP., Ea. SIDE)

61.03" LONG

62.29" LONG

64.33" LONG

67.09" LONG

362S137-43 STEEL

MEMBER (TYP.)

1'-2 5/8"

LONG

TRACK

4'-2 5/8"

LONG

TRACK

EQ

SPACED

(JOISTS)

EQ

10 1/4"

EQ

EQ

10 1/8"

70.70" LONG

60.60" LONG

TRANSPARENT

ACRYLIC NOT

SHOWN FOR

CLARITY

5'-1"

67.06" LONG

64.33" LONG

62.29" LONG

61.03" LONG

5

'

-

9

3

/

4

"

362S137-43 STEEL

MEMBER 70.70" LONG

1'-2 5/8"

LONG

TRACK

EQ

SPACED

(JOISTS)

4'-2 5/8"

LONG

TRACK

EQ

10 1/8"

EQ

EQ

10 1/4"

362T125-33

STEEL TRACK

(TYP., Ea. SIDE)

1/4"

61.60" LONG

70.70" LONG

362S137-43 STEEL

MEMBER (TYP.)

TRANSPARENT

ACRYLIC NOT

SHOWN FOR

CLARITY

1/4" T

O F

RA

MIN

G

ED

GE

(T

YP

.)



4'-10 1/2"

1'-2 1/2"

4'-0"

2 3/4"

5'-5"

FRAMING NOT

SHOWN FOR

CLARITY

NO SCALE

SPECIAL ClearCast FORM PLAN: C-3

NO SCALE

C-3 SECTION SPECIAL ClearCast FORM TRANSPARENT ACRYLIC PLAN

NO SCALE

SPECIAL ClearCast FORM PLAN: C-1

NO SCALE

C-1 SPECIAL ClearCast FORM TRANSPARENT ACRYLIC PLAN

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Ph.: (919)453-2011 / Fax.: (513)297-7930


CHECKED

BY:

DRAWN

BY:

DESIGN

BY:


S

PAGE #

PREPARED BY:





®

, LLC.



SAMPLE

03/06/2018

DB

SE

DB

3.03

SPECIAL ClearCast

ASSEMBLY DETAILS

truetech bridge engineered for integrity truetech bridge€¦ · design span (l) = clear distance...

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