LJB_Final_Drawings_rev2.pdf

REV DATE RELEASED FOR

RELEASES / REVISIONS

JOB NUMBER DATE SHEET NUMBER

DRAWING INDEX

PROJECT TEAM

STRUCTURAL

GENERAL INFORMATION

G101

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for

1985-2015 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential.

02-09-15

0108617A.00 03-07-14

G101 TITLE SHEET

B2122S, B2280 AND B3225

FALL PROTECTION FOR MULTIPLE FACILITIES:

TINKER AIR FORCE BASE, OKLAHOMA

BID

S501 DETAILS

S105 BUILDING B3225

S104 BUILDING B2280 - NORTH DOCK

S103 BUILDING B2280 - SOUTH DOCK

S102 BUILDING B2122 S - CENTER DOCK

S101 BUILDING B2122S - WEST DOCK

S100 GENERAL STRUCTURAL DATA

WWW.LJBINC.COM

S100

DATA

STRUCTURAL

GENERAL

PRIOR TO ANY FABRICATIONS, CONSTRUCTION OR ERECTION.

7. DIMENSIONS PERTAINING TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR

DRAWINGS SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS.

BEFORE SHOP WORK IS PERMITTED TO COMMENCE. ALL DEVIATIONS FROM THE ENGINEERING

6. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER OR THEIR REPRESENTATIVE

AFTER COMPLETION OF WORK.

THE CONTRACTOR AND REINSTALLED (INCLUDING NECESSARY MODIFICATIONS) BY THE CONTRACTOR

5. EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY REMOVED BY

WRITTEN FORM TO THE OWNER OR THEIR REPRESENTATIVE FOR APPROVAL.

4. ENGINEERING DRAWINGS: ALL DEVIATIONS FROM THE ENGINEERING DRAWINGS SHALL BE SUBMITTED IN

OF ACCORDING TO LOCAL REGULATIONS.

3. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE OWNER'S PROPERTY AND DISPOSE

AND SHALL REMAIN THE CONTRACTOR'S PROPERTY.

ON DRAWINGS. IF APPLIED, THEY SHALL BE REMOVED AS CONDITIONS PERMIT,

TEMPORARY BRACING, GUYS, OR TIE-DOWNS THAT MIGHT BE NECESSARY. SUCH MATERIAL IS NOT SHOWN

TEMPORARY OR INCOMPLETE CONNECTIONS, DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER

AND TO ENSURE THE STABILITY OF THE STRUCTURE AND ITS COMPONENT PARTS, AND THE ADEQUACY OF

IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES;

2. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS FULLY COMPLETED.

TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.

REQUIREMENTS IMPOSED BY THE OWNER AND OSHA. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY

1. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN STRICT ACCORDANCE WITH THE SAFETY

FOR LEAD IN CONSTRUCTION WORK (29 CFR 1926.62).

BUT NOT LIMITED TO, THE GENERAL INDUSTRY STANDARD FOR LEAD (29 CFR 1910.1025) AND THE STANDARD

THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE LOCAL,STATE, AND FEDERAL REGULATIONS INCLUDING, OTHERWISE BY CHEMICAL TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SUCH TESTS.

1. THE PAINT ON THE EXISTING STEEL SHOULD BE CONSIDERED TO CONTAIN LEAD, UNLESS DETERMINED

GENERAL NOTES

LEAD PAINT

PAINT. APPLY PAINT TO EXPOSED AREAS USING THE SAME MATERIAL AS USED FOR SHOP PAINTING.

7. FOLLOWING ERECTION; CLEAN FIELD WELDS, BOLTED CONNECTIONS AND DAMAGED AREAS OF SHOP

ANY WELDING IS PERMITTED TO BEGIN.

CODE-STEEL". PROOF OF CERTIFICATION SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL BEFORE

PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED IN THE CURRENT AWS D1.1 "STRUCTURAL WELDING

6. WELDS SHALL BE MADE ONLY BY CERTIFIED WELDERS AND WELDING OPERATORS WHO HAVE BEEN

WELDING ELECTRODES SHALL BE E70XX.

5. WELDING SHALL CONFORM TO THE CURRENT AWS D1.1 "STRUCTURAL WELDING CODE-STEEL".

OF RECORD.

4. SPLICING OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER

INDICATOR GAPS SHALL BE VERIFIED TO COMPLY WITH ASTM F959 TABLE 2.

TIGHTENED USING DIRECT-TENSION INDICATORS: ASTM F959, TYPE 325. DIRECT-TENSION

WHERE PRE-TENSIONED BOLTS OR SLIP-CRITICAL CONNECTIONS ARE INDICATED, BOLTS SHALL BE

BETWEEN SLOTTED HOLES AND FASTENERS.

WITH ANCO LOCKING NUTS. 5/16" PLATE WASHERS WITH STANDARD HOLES SHALL BE PROVIDED

WHERE SLOTTED HOLES ARE INDICATED TO PERMIT MOVEMENT, BOLTS SHALL BE MADE FINGER TIGHT

HARDENED STEEL WASHER, ASTM F436, UNDER THE TURNED ELEMENT.

A325X WITH ASTM A563 NUTS; BOLTS SHALL BE 3/4 " DIAMETER AND MADE SNUG TIGHT, WITH A

OTHERWISE NOTED; ALL BOLTS SHALL BE NEW AND UNUSED AND SHALL CONFORM TO ASTM

"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", 2000. UNLESS

3. ALL CONNECTIONS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE RCSC

SHERWIN WILLIAMS OR SIMILAR APPROVED) NOMINAL D.F.T. 2.0 - 4.0 MILS PER COAT.

SITE APPLY TWO COATS OF A MEDIUM ALKYD BASED ALL-PURPOSE ENAMEL (INDUSTRIAL ENAMEL BY

METAL PRIMER BY SHERWIN WILLIAMS OR SIMILAR APPROVED) NOMINAL D.F.T. 3.0 - 4.0 MILS.

SHOP APPLY ONE COAT OF A RUST INHIBITING UNIVERSAL METAL PRIMER (KEM KROMIK UNIVERSAL

2. STEEL SURFACES WITH AN INTERIOR EXPOSURE SHALL BE PREPARED IN ACCORDANCE WITH SSPC-SP2.

TO ASTM A53, GRADE B, WITH A MINIMUM YIELD STRESS (Fy) OF 35,000 PSI .

STRESS (Fy) OF 46,000 PSI FOR SQUARE AND RECTANGULAR SHAPES. ROUND SHAPES SHALL CONFORM

HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B, WITH A MINIMUM YIELD

PLATES AND BARS SHALL CONFORM TO ASTM A36 WITH A MINIMUM YIELD STRESS (Fy) OF 36,000 PSI.

TO ASTM A992 WITH A MINIMUM YIELD STRESS (Fy) OF 50,000 PSI. OTHER ROLLED SHAPES,

1. STRUCTURAL STEEL SHALL BE NEW. UNLESS NOTED OTHERWISE; W AND WT SHAPES SHALL CONFORM

FOR STEEL BUILDINGS AND BRIDGES", WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:

CURRENT AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", AND "CODE OF STANDARD PRACTICE

THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE

STRUCTURAL STEEL

RIGID-RAIL SYSTEMS

RIGID-RAIL SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11 24 12 OF THE SPECIFICATION.

BOLT D-RINGS

BOLT D-RINGS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11 24 13 OF THE SPECIFICATION.

DESIGN DATA

DESIGN SPECIFICATIONS

FALL PROTECTION LOADING

ANSI/ASSE Z359.6-2009

OSHA 29 CFR 1910

IBC 2012

ONE USER TO BE ATTACHED PER ANCHORAGE CONNECTOR.

USER WEIGHTS RANGE = 130 - 310 lbs.

MAXIMUM ARRESTING FORCE = 1,800 lbs

AVERAGE ARRESTING FORCE = 900 lbs CLASS B:

SELF-RETRACTING LANYARDS IN ACCORDANCE WITH Z359.14-2015

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

CHECKED

DRAWN

DESIGNED

RELEASED FORREV DATE

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between made without the express written consent of LJB Inc. except confidential. No publication or distribution of this drawing may be is proprietary to and property of LJB Inc. and shall be kept

1985-2015 LJB Inc. This drawing contains information that

RSN

JAL

0108617A.00

03-07-14

B2122S, B2280 & B3225

FACILITIES:

FOR MULTIPLE

FALL PROTECTION

TINKER AFB

SAM

0 BID

02-09-15

S101

WEST DOCK

BUILDING B2122S

26 27 28 29 30 31 32 33 34

S P

R

S P R

N

LEGEND

REQUIRED NUMBER OF USERS

RIGID-RAIL SYSTEMS

SCALE: „" = 1'-0"

BUILDING B2122S - WEST DOCK

TOPS OF STEEL DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

CHECKED

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between made without the express written consent of LJB Inc. except confidential. No publication or distribution of this drawing may be is proprietary to and property of LJB Inc. and shall be kept

1985-2015 LJB Inc. This drawing contains information that

RSN

JAL

0108617A.00

03-07-14

B2122S, B2280 & B3225

FACILITIES:

FOR MULTIPLE

FALL PROTECTION

TINKER AFB

25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

T Y

P

U .N .O

21'-8†"

3'-3…"

2'-8•"

15'-8"9'-4"19'-10„" 5'-1‡"

6'-5…"

9'-1…"

3'-0"

3'-0"

10'-10ƒ"

16'-2"

10'-11…"

2'-10‚"5'-2‡"

9'-8•" 3'-9…"

11'-7‡"13'-4„"

6'-6‡"18'-5„"

12'-3„" 15'-7‡"9'-4„"

5'-0"

170°

13'-8…"11'-3†"

1' -0

POINTS TYP

EXIST PANEL

OBSTRUCTION

EDGE OF EXIST

EXIST PIPE

EDGE OF

EXIST PIPE

EDGE OF

E X

IS

T

R

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

W10

W

W10 W10

W8

W8 W8

W8

W8 W8 W8 W8

W10

W10 W10

W10

W10

W10

W

W10

W10

W10

W10

W

LINE

EXIST SPRINKLER

LINE

EXIST SPRINKLER

HEADER BEAMS

GRID LINE 28 TO INSTALL

IN SMOKE CURTAIN ALONG

CUT OPENINGS LOCALLY

- DENOTES HEADER STEEL TO EXIST TRUSS

CLAMP LOCATION. SEE DETAILS S501

- DENOTES RIGID-RAIL CONNECTION TO EXIST

TRUSS. SEE DETAIL 5/S501

- DENOTES W6, W8 OR W10 HEADER

- DENOTES B-52 DUAL RIGID-RAIL

- DENOTES KC-135 DUAL RIGID-RAIL

- DENOTES RIGID-RAIL ATTACHMENT POINT

TO HEADER. SEE DETAILS S501

- DENOTES RIGID-RAIL INTERSECTION POINT.

SEE RIGID-RAIL INTERSECTIONS/S501

- DENOTES W6x25 HEADER

- DENOTES W8x21 HEADER

- DENOTES W10x22 HEADER

W6

W8

W10

= -4…" UNDERSIDE TRUSS

= -2•" UNDERSIDE TRUSS

= -†" UNDERSIDE TRUSS

W6

W8

W10

W8

TYP (4) LOCATIONS

SEE DETAIL S501

W8 TO W8 CONNECTION

TRUSS DETAIL S501

CONNECTION TO EXIST

SEE BOLT D-RINGS

SECTION 11 24 13

PER SPECIFICATION

(3) BOLT D-RINGS

SEE DETAIL 3/S501

TRUSS CONNECTION

W6 HEADER TO EXIST

TRUSS DETAIL S501

CONNECTION TO EXIST

SEE BOLT D-RINGS

SECTION 11 24 13

PER SPECIFICATION

(3) BOLT D-RINGS

OR W10 DETAIL S501

CONNECTION TO W8

SEE BOLT D-RING

SECTION 11 24 13

PER SPECIFICATION

(3) BOLT D-RINGS

TYP (2) LOCATIONS

SEE DETAIL S501

W10 TO W10 CONNECTION

WINGS - 6 (PER WING)

FUSELAGE - 8 (PER FUSELAGE)

TAIL - 2

S102

CENTER DOCK

BUILDING B2122S

34 35 36 37 38 39 40 41 42

S P

R

N

REQUIRED NUMBER OF USERS

RIGID-RAIL SYSTEMS

SCALE: „" = 1'-0"

BUILDING B2122S - CENTER DOCK

TOPS OF STEELLEGEND

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

CHECKED

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between made without the express written consent of LJB Inc. except confidential. No publication or distribution of this drawing may be is proprietary to and property of LJB Inc. and shall be kept

1985-2015 LJB Inc. This drawing contains information that

RSN

JAL

0108617A.00

03-07-14

B2122S, B2280 & B3225

FACILITIES:

FOR MULTIPLE

FALL PROTECTION

TINKER AFB

25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

10'-1•"14'-10•"

11'-11‡"13'-0„"

3'-0"

9"9"

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

W

W

W

W

W

W

W

HEADER BEAMS

GRID LINE 37 TO INSTALL

IN SMOKE CURTAIN ALONG

CUT OPENINGS LOCALLY

= -4…" UNDERSIDE TRUSS

= -2•" UNDERSIDE TRUSS

= -†" UNDERSIDE TRUSS

W6

W8

W10

W10

- DENOTES W6x25 HEADER

- DENOTES W8x21 HEADER

- DENOTES W10x22 HEADER

W6

W8

W10

- DENOTES HEADER STEEL TO EXIST TRUSS

CLAMP LOCATION. SEE DETAILS S501

- DENOTES RIGID-RAIL CONNECTION TO EXIST

TRUSS. SEE DETAIL 5/S501

- DENOTES W6, W8 OR W10 HEADER

- DENOTES KC-135 DUAL RIGID-RAIL

- DENOTES RIGID-RAIL ATTACHMENT POINT

TO HEADER. SEE DETAILS S501

W6

W10

OR W10 DETAIL S501

CONNECTION TO W8

SEE BOLT D-RING

SECTION 11 24 13

PER SPECIFICATION

(3) BOLT D-RINGS

WINGS - 6 (PER WING)

FUSELAGE - 8

S103

SOUTH DOCK

BUILDING B2280

S P

R

LEGEND

REQUIRED NUMBER OF USERS

RIGID-RAIL SYSTEMS TOPS OF STEEL

SCALE: ˆ" = 1'-0"

BUILDING B2280 - SOUTH DOCK

1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24 2513A 13B

A

C

N

R

B

C

L

O

Q

N

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

CHECKED

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between made without the express written consent of LJB Inc. except confidential. No publication or distribution of this drawing may be is proprietary to and property of LJB Inc. and shall be kept

1985-2015 LJB Inc. This drawing contains information that

RSN

JAL

0108617A.00

03-07-14

B2122S, B2280 & B3225

FACILITIES:

FOR MULTIPLE

FALL PROTECTION

TINKER AFB

12'-4"7'-0"

4'-0"

F V

F V

" F V ƒ

F V

F V ƒ

F V

F V

F V

9'-9ƒ" 20'-11Ž" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 20'-11Ž" 9'-3"

2"

12'-4"7'-0"

4'-0"

15'-4"4'-0"

15'-4"4'-0"

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

½ HANGAR DOOR

EXIST RIGID-RAIL

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

- DENOTES HEADER STEEL TO EXIST TRUSS

CLAMP LOCATION. SEE DETAILS S501

- DENOTES RIGID-RAIL CONNECTION TO EXIST

S24 CRANE RAIL. SEE DETAILS S501

- DENOTES W8 HEADER

- DENOTES DUAL RIGID-RAIL

- DENOTES RIGID-RAIL ATTACHMENT POINT

TO HEADER. SEE DETAILS S501

-DENOTES W6x25 HEADER

-DENOTES W8x21 HEADER

-DENOTES W10x22 HEADER

W6

W8

W10

=-4…" UNDERSIDE TRUSS

=-2•" UNDERSIDE TRUSS

=-†" UNDERSIDE TRUSS

W6

W8

W10

W10

W10

WINGS - 6 (PER WING)

FUSELAGE - 4

S104

NORTH DOCK

BUILDING B2280

S P

R

LEGEND

REQUIRED NUMBER OF USERS

RIGID-RAIL SYSTEMS TOPS OF STEELN

SCALE: ˆ" = 1'-0"

BUILDING B2280 - NORTH DOCK

1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24 2513A 13B

A

C

N

R

B

C

L

O

Q

N

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

CHECKED

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between made without the express written consent of LJB Inc. except confidential. No publication or distribution of this drawing may be is proprietary to and property of LJB Inc. and shall be kept

1985-2015 LJB Inc. This drawing contains information that

RSN

JAL

0108617A.00

03-07-14

B2122S, B2280 & B3225

FACILITIES:

FOR MULTIPLE

FALL PROTECTION

TINKER AFB

F V

F V

" F V ƒ

F V

F V

F V

F V ƒ

F V

9'-9ƒ" 20'-11Ž" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 20'-11Ž" 9'-3"

2"

2'-6"1'-6" 6'-0"8'-0"

4'-0" 6" 9'-8"9'-8"

4'-0"

2'-6"1'-6" 8'-0" 6'-0"

9'-8"9'-8"

4'-0"

4'-0" 6"

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

E X

U S

S

½ HANGAR DOOR

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

EXIST CRANE RAIL S24

- DENOTES HEADER STEEL TO EXIST TRUSS

CLAMP LOCATION. SEE DETAILS S501

- DENOTES RIGID-RAIL CONNECTION TO EXIST

S24 CRANE RAIL. SEE DETAILS S501

- DENOTES W8 HEADER

- DENOTES DUAL RIGID-RAIL

- DENOTES RIGID-RAIL ATTACHMENT POINT

TO HEADER. SEE DETAILS S501

-DENOTES W6x25 HEADER

-DENOTES W8x21 HEADER

-DENOTES W10x22 HEADER

W6

W8

W10

=-4…" UNDERSIDE TRUSS

=-2•" UNDERSIDE TRUSS

=-†" UNDERSIDE TRUSS

W6

W8

W10

W10

W10

WINGS - 6 (PER WING)

S105

BUILDING B3225

SPR

N LEGEND

REQUIRED NUMBER OF USERS

RIGID-RAIL SYSTEMS

S501

S501

S501

S501

B C D E F G H J

SCALE: ˆ" = 1'-0"

BUILDING B3225

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

CHECKED

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between made without the express written consent of LJB Inc. except confidential. No publication or distribution of this drawing may be is proprietary to and property of LJB Inc. and shall be kept

1985-2015 LJB Inc. This drawing contains information that

RSN

JAL

0108617A.00

03-07-14

B2122S, B2280 & B3225

FACILITIES:

FOR MULTIPLE

FALL PROTECTION

TINKER AFB

25'-6"25'-6"30'-0"30'-0"30'-0"30'-0"25'-6"

19'-6"10'-6"10'-6"19'-6"

EXIST TRUSS

EXIST TRUSS

EXIST TRUSS

EXIST TRUSS

EXIST TRUSS

EXIST TRUSS

EXIST COLUMN EXIST COLUMN

EXIST 8"¿ PIPE EXIST 8"¿ PIPE

EXIST HANGER EXIST HANGER

EXIST 6"¿ PIPE

EXIST 6"¿ PIPE

- DENOTES RIGID-RAIL CONNECTION TO EXIST

PIPE. SEE DETAIL 10/S501

- DENOTES RIGID-RAIL CONNECTION TO EXIST

TRUSS. SEE DETAIL 5/S501

- DENOTES DUAL RIGID-RAIL

WINGS - 6 (PER WING)

S501

DETAILS

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

CHECKED

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between made without the express written consent of LJB Inc. except confidential. No publication or distribution of this drawing may be is proprietary to and property of LJB Inc. and shall be kept

1985-2015 LJB Inc. This drawing contains information that

RSN

JAL

0108617A.00

03-07-14

B2122S, B2280 & B3225

FACILITIES:

FOR MULTIPLE

FALL PROTECTION

TINKER AFB

SCALE: 1" = 1'-0"

RIGID-RAIL INTERSECTIONS

1A 1B

2A 2B

SCALE: 1" = 1'-0"

DETAIL

S103

OR

OR

OR

EXISTING TRUSS EXISTING S24

SCALE: 1" = 1'-0"

DETAIL

S101, S102

SCALE: 1" = 1'-0"

DETAIL

S101, S102

SCALE: 1" = 1'-0"

DETAIL

S101, S102

SCALE: 1" = 1'-0"

DETAIL

S105

SCALE: 1" = 1'-0"

DETAIL

S105

SCALE: 1" = 1'-0"

DETAIL

S105

SCALE: 1" = 1'-0"

DETAIL

S101

SCALE: 1" = 1'-0"

BOLT D-RINGS TO EXIST TRUSS CONNECTION

SCALE: 1" = 1'-0"

DETAIL

S101, S102

SCALE: 1" = 1'-0"

DETAIL

S104, S105

SCALE: 1•" = 1'-0"

W8 TO W8 CONNECTION

SCALE: 1•" = 1'-0"

BOLT D-RING CONNECTION TO W8 OR W10

SCALE: 1•" = 1'-0"

W10 TO W10 CONNECTION

NOTE:

NOTE:

NOTE:

NOTE:

NOTE:

NOTE:

NOTE:NOTE:

FV

1ƒ"

6•"

TYP

1•"

T Y

P

FV

2" 2"

TYP

1'-6" 2"

FV

2"

6•"9"6•"

2" 9" 9" 2"

TYP

1•"1"

TYP

1•"

1…"

1•"

BOTTOM CHORD

EXIST 2L6x6

W8W8

WT10.5x22

L3x3x…x0'-6"

A325 BOLTS

½ (2)†"¿

¾ ƒx6•x0'-7•"

WELD TO PLATE

ƒ"¿ BAR

¾ ƒ"

W10 W10

BOTTOM CHORD

EXIST 2L6x6

¾ ‚x6x0'-6"

SPLICE

(4) LOCATIONS

BOLT TYP

†"¿ A325

WELD TO PLATE

ƒ"¿ BAR

¾ ƒx6•x0'-7•"

W/3•" GAGE

†"¿ A325 BOLT

EXIST CEILING

EXIST C10

½ EXIST TRUSS

OF EXIST TRUSS

BOTTOM CHORD

BRIDGE

ROTATING

RODS

THREADED

(2) †"¿

W8

RIGID-RAIL

CLAMP

HANGER

11 24 12

PER SPECIFICATION

BY CONTRACTOR

AND RIGID-RAIL

CLAMP, HANGER

¾ 1x11•x1'-3" ¾ 1"

THREADED RODS

¾ †x6x0'-11•"¾ †"

W8

CLAMP

HANGER

RIGID-RAIL

OF EXIST TRUSS

BOTTOM CHORD

PLATE

BRIDGE

ROTATING

PLATE

MOVEMENT OF TROLLEY THROUGH INTERSECTION.

RIGID-RAIL INTERSECTIONS TO ALLOW CONTINUOUS

PLATE

THREADED ROD TO

TACK WELD NUT &

CLAMP

RIGID-RAIL

11 24 12

PER SPECIFICATION

BY CONTRACTOR

AND RIGID-RAIL

CLAMP, HANGER

RIGID-RAIL

HANGER

EXIST S24

EXIST C10

EXIST S24

RIGID-RAIL

CLAMP

HANGER

11 24 12

PER SPECIFICATION

BY CONTRACTOR

AND RIGID-RAIL

CLAMP, HANGER

CLAMP

HANGER

½ EXIST TRUSS

OF EXIST TRUSS

BOTTOM CHORD

RIGID-RAIL

11 24 12

PER SPECIFICATION

BY CONTRACTOR

AND RIGID-RAIL

CLAMP, HANGER

¾ 1"

HANGER

RIGID-RAIL

OF EXIST TRUSS

BOTTOM CHORD

PLATE

THREADED ROD TO

TACK WELD NUT &

¾ 1x6x1'-3"

(CENTERED IN PLATE)

†"¿ THREADED ROD

THREADED ROD

HANGER

ELEVATION

OF EXIST S24

MATCH BOTTOM

BOTTOM CHORD

EXIST 2L6x6

CLAMP

11 24 12

PER SPECIFICATION

BY CONTRACTOR

AND RIGID-RAIL

CLAMP, HANGER

RIGID-RAIL

WT8x18

EXIST COLUMN

FACE OF

RIGID-RAIL

CLAMP

HANGER

11 24 12

PER SPECIFICATION

BY CONTRACTOR

AND RIGID-RAIL

CLAMP, HANGER

RIGID-RAIL

HANGER

11 24 12

PER SPECIFICATION

BY CONTRACTOR

AND RIGID-RAIL

CLAMP, HANGER

EXIST L8x6EXIST ¾ •x6x0'-10•"

RIGID-RAIL

HANGER

RIGID-RAIL

CLAMP

HANGER

TYP

DUAL RIGID-RAIL

TYP

DUAL RIGID-RAIL

TYP

DUAL RIGID-RAIL

TYP

DUAL RIGID-RAIL

INTERSECTION (TYP)

PASS CONTINUOUSLY THROUGH

ONLY ONE RIGID-RAIL NEED

INTERSECTION (TYP)

PASS CONTINUOUSLY THROUGH

ONLY ONE RIGID-RAIL NEED

INTERSECTION (TYP)

PASS CONTINUOUSLY THROUGH

ONLY ONE RIGID-RAIL NEED

INTERSECTION (TYP)

PASS CONTINUOUSLY THROUGH

ONLY ONE RIGID-RAIL NEED

¾ †x6•x1'-5ƒ"

W/3•" GAGE

†"¿ A325 BOLT

¾ ƒx6•x0'-7•"

WELD TO PLATE

ƒ"¿ BAR

W/3•" GAGE

†"¿ A325 BOLT

BOTTOM CHORD

EXIST 2L6x6

¾ †x6•x1'-5ƒ"

W6

HSS3x3x‰x0'-6•"

¾ ƒx6•x0'-7"

BOTTOM CHORD

EXIST 2L6x6

WELD TO PLATE

ƒ"¿ BAR

¾ ƒx1'-5ƒ"x1'-10"

¾ ƒx0'-7•"x1'-10"

PLATE

CENTERED IN

BOLT D-RING

¾ ƒ"

TYP (3) LOCATIONS

FOR †"¿ A325 BOLT

DRILL AND TAP ƒ" ¾

¾ 1x7x0'-9"

CHORD TIE TO TRUSS

EXIST 6"¿ OR 8"¿ BOTTOM

W6, W8 OR W10

W6, W8 OR W10

†"¿ A325 BOLT

W8W8

COPE 3•"x1"

A325 BOLTS

½ (2) †"¿

¾ ‚x3•x0'-5•"

BOLT D-RING

W8 OR W10

COPE 3•"x1"

A325 BOLTS

½ (2) †"¿

¾ ‚x3•x0'-5•"

W10W10

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