Attachment 6 Bldg 4217 As Built Drawings.PDF

ADDITIONAL NOTES

TOTAL OF 3 SYSTEMS

GENERAL NOTES

DESIGN CRITERIA

1. ANSI/ASSE Z359.6-2009 SPECIFICATIONS AND DESIGN

REQUIREMENTS FOR ACTIVE FALL PROTECTION SYSTEMS

2. 29 CFR 1910 OSHA GENERAL INDUSTRY REQUIREMENTS

3. AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION

FALL PROTECTION NOTES

1. THE SYSTEMS HAVE BEEN DESIGNED AS PERMANENTLY

INSTALLED FALL ARREST SYSTEMS. THEY ARE PART OF

A COMPLETE FALL PROTECTION PROGRAM.

THE SYSTEMS HAVE BEEN DESIGNED PER THE CONTRACT SPECFICATIONS AND

ENGINEERED TO ACCOMMODATE UP TO TWO (2) WORKERS AS REQUESTED. THE

PERSONS MAY BE CONNECTED TO THE SYSTEM ANYWHERE ALONG ITS LENGTH.

MAXIMUM TOTAL COMBINED WEIGHT OF ANY ONE PERSON USING THE SYSTEMS

MUST NOT EXCEED 310LBS (INCLUDING CLOTHING, TOOLS, E.T.C.)

EACH WORKER MUST BE IN A FULL BODY HARNESS AND CONNECTED TO THE

SYSTEM VIA A SELF RETRACTING DEVICE. ALL CONNECTION MUST BE MADE IN A

HAZARD FREE AREA BEFORE THE USER ACCESSES THE HAZARD AREA.

2. SELF RETRACTING DEVICE TO BE USED WITH THE SYSTEM SHALL MEET THE

FOLLOWING REQUIREMENTS:

-MAXIMUM ARREST DISTANCE: 24"

-MAXIMUM ARREST FORCE: 1,800 LBS.

3. THE ENGINEER OF RECORD OR AN ENGINEER WITH SIMILAR EXPERIENCE AND

QUALIFICATIONS SHALL BE CONSULTED BEFORE MODIFYING THIS DESIGN. THE

DESIGN OF THIS SYSTEM IS SPECIFIC TO THE AREAS SHOWN HEREIN, AND SHALL

NOT BE DUPLICATED OR RELOCATED.

4. THE SYSTEMS MUST BE VISUALLY INSPECTED PRIOR TO EACH USE. LOOK FOR

DAMAGED AND/OR CORRODED COMPONENTS, AND DEFORMATION IN THE SYSTEM.

5. INSPECTION OF ALL COMPONENTS OF THE SUB-SYSTEM (SRL, FULL BODY

HARNESS, CARABINERS, HOOKS) MUST BE PERFORMED BY THE USER PRIOR TO

EACH USE AS PER THE MANUFACTURER'S INSTRUCTIONS.

6. THE SYSTEMS MUST BE INSPECTED AT INTERVALS NOT EXCEEDING 12 MONTH

INTERVALS BY A COMPETENT PERSON FAMILIAR WITH THE OPERATION AND

MAINTENANCE OF THE SYSTEMS IN ORDER TO MAINTAIN CERTIFICATION. THIS

INTERVAL IS SUBJECT TO CHANGE IN SITUATIONS WHERE THE SYSTEMS WILL BE

SUBJECTED TO HIGH FREQUENCY USE AND/OR ADVERSE ENVIRONMENTAL

CONDITIONS.

STRUCTURAL STEEL

1. FABRICATION, ERECTION AND WORKMANSHIP TO BE IN ACCORDANCE

WITH REQUIREMENTS

OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION

FOR THE DESIGN,

FABRICATION, & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS

2. UNLESS OTHERWISE NOTED ON DRAWINGS, THE FOLLOWING MATERIAL

CHARACTERISTICS ARE TO GOVERN:

A. STRUCTURAL ROLLED SECTIONS TO ASTM A992 (Fy = 50 KSI), BARS, PLATES, AND WELDED SHAPES TO ASTM A36 (Fy = 36 KSI)

B. HOLLOW STRUCTURAL SECTIONS (HSS) TO ASTM A500 GRADE B, (Fy = 42 KSI) FOR ROUND MATL; (Fy = 46 KSI) FOR SQUARE AND

RECTANGULAR MATL.

C. BOLTS CONFORMING TO ASTM A325, NUTS TO ASTM A563, WASHERS

TO ASTM F436

D. THREADED RODS TO BE ASTM A36

E. ALL FASTENERS TO BE HOT DIP GALVANIZED FINISH U.N.O.

3. ALL WELDS CONFORMING TO AWS-D1.1. USE E70XX ELECTRODES UNLESS

NOTED OTHERWISE

4. ALL FIELD CONNECTIONS (EXCEPT WHERE NOTED) SHALL BE TIORQUED

TO THE FOLLOWING VALUES:

-1/2" BOLTS = 75FT-LBF

-5/8" BOLTS = 150FT-LBF

-3/4" BOLTS = 266 FT-LBF

5. STRUCTURAL STEEL TO BE PRIMED AND PAINTED SAFETY YELLOW

FALL ARREST SYSTEM DRAWINGS

FOR WASHRACK

AT

KEESLER AFB

A A

B B

C C

D D

E E

F F

G G

H H

DO NOT SCALE DRAWING SHEET 1 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:64 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY

WEBB-RITE SAFETY

KEESLER AFB

82093

WASH RACK FALL

ARREST SYSTEM

3-D VIEW OF ROOF TRUSS

(DIAGONAL MEMBERS NOT

SHOWN FOR CLARITY)

SUPPORT BEAMS

TYP.

MONORAIL FALL

ARREST SYSTEM

OVER WINGSPAN

MONORAIL FALL

ARREST SYSTEM

OVER WINGSPAN

MONORAIL FALL

ARREST SYSTEM

OVER FUSELAGE

DO NOT SCALE DRAWING SHEET 2 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:64 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY

A A

B B

C C

D D

E E

F F

G G

H H

82093

WASH RACK FALL

ARREST SYSTEM

KEESLER AFB

WEBB-RITE SAFETY

0"

0"

0"

0"

0"

8' -0

5' -6

6' -6

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"2'-0" 2'-0"

144'-0"

4' -0

"NEW MONORAIL

FALL ARREST

SYSTEM OVER

FUSELAGE

(TWO WORKERS

PER SYSTEM MAX.)

NEW W8X21

SUPPORT

BEAMS

(8 PLACES)

OVERALL PLAN

NEW MONORAIL

FALL ARREST

SYSTEM OVER

WING SPAN

(MAX TWO WORKERS

PER SYSTEM)

NEW MONORAIL FALL ARREST

SYSTEM OVER WING SPAN.

(MAX. TWO WORKERS PER SYSTEM)

WASH RACK FALL

ARREST SYSTEM

DO NOT SCALE DRAWING

82093

SHEET 3 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:64 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

KEESLER AFBNAME DATE

WEBB-RITE SAFETY

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY

A A

B B

C C

D D

E E

F F

G G

H H

100'-0"

0"

36'-9316"

37'-578" 39'-3"

MONORAIL FALL

ARREST SYSTEM

OVER WINGSPAN

(2 WORKERS MAX.

PERMITTED PER

SYSTEM)

MONORAIL FALL

ARREST SYSTEM

OVER FUSELAGE

(2 WORKERS MAX.

PERMITTED ON SYSTEM)

ELEVATION

A A

B B

C C

D D

E E

F F

G G

H H

DO NOT SCALE DRAWING SHEET 4 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:64 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY

WEBB-RITE SAFETY

82093

WASH RACK FALL

ARREST SYSTEM

152'-5"

0"

36'-9916"

37'-578" 39'-3"

MONORAIL FALL

ARREST SYSTEM

OVER WINGSPAN MONORAIL FALL

ARREST SYSTEM

OVER FUSELAGE

ELEVATION

DO NOT SCALE DRAWING SHEET 5 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:48 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY 82093

WASH RACK FALL

ARREST SYSTEM

KEESLER AFB

WEBB-RITE SAFETY

A A

B B

C C

D D

E E

F F

G G

H H

3"3"

3" 2"

134"

16"

234"

3" 2"

4"

3"3" 134"11 16"

40'-0"

8"

8"

3" 2"

3"3" 134"

16"

3" 3"134"

3" 2"

16"

4"

134"3"3"11 16"

40'-0"

134" 3" 3"

4"

16"

8"

8"

8"

8" 234"

3" 2"

BEAM A-A

BEAM B-B

DO NOT SCALE DRAWING SHEET 6 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:4 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY

A A

B B

C C

D D

E E

F F

G G

H H

82093

WASH RACK FALL

ARREST SYSTEM

134" 3" 3"

3" 2"

234"

2"

3"

40'-0"

134" 3" 3" 11 16"

3"3" 134"

16"

134" 3" 3"

3" 2"

2"

3"

16"

BEAM C-C

BEAM D-D

3"3" 134"11 16"

24'-0"

134" 3" 3"

16"

4"

4"

8"

8"

234"

2"

3"

DO NOT SCALE DRAWING SHEET 7 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:4 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY

A A

B B

C C

D D

E E

F F

G G

H H

82093

WASH RACK FALL

ARREST SYSTEM

3 8"

114"

414"

714"

1034"

1'-134"

1'-434"

1'-6"

4"

4"

4"

4"

4"

3 8"

114"

414"

714"

1034"

1'-134"

1'-434"

1'-6"

6"

2"

3" 2"

4"

6"

8"

3 8" 1'-

0" 1 2"

8"

1"

16"

8" 1"1"

1" 1 2"6" 8"

6"

8" 1'-

0" 1 2"

3 8" 1'-112"

1112"1" 1"

8"

6"1"

3 8"

10"

6"

6" 2"

2"

2" 2"

16"

21'-0"

FLANGE SPLICE PLATE

6 REQ'D

WEB SPLICE PLATE

12 REQ'D

LOCATION PLATE

16 REQ'D

STEEL PEDESTAL

21 REQ'D

W8X21 SUPPORT BEAMS

8 REQ'D

DO NOT SCALE DRAWING SHEET 8 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:2 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY

A A

B B

C C

D D

E E

F F

G G

H H

82093

WASH RACK FALL

ARREST SYSTEM

DETAIL U

SCALE 1 : 4

(12) 5/8" X 2"

HEAVY HEX

BOLT+NUT+1W

(12) 5/8" X 2 1/4"

HEAVY HEX

BOLT+NUT+2W

WEB SPLICE

PLATE

FLANGE SPLICE

PLATE

W8X21

W8X21

GAP TOLERANCE

+/- 0.0

SPLICE DETAIL

WING SPAN FAS

CONNECTION DETAIL

2' -5

DETAIL V

SCALE 1 : 4

STEEL PEDESTAL

W8X21 SUPPORT BEAM

BEAM CLAMPS PER

LNA SOLUTIONS

DWG# D1703400

BEAM CLAMPS PER

LNA SOLUTIONS

DWG# D1703400

LOCATION PLATE

BEAM CLAMPS PER

LNA SOLUTIONS

DWG# D1210064

TRUSS BOTTOM

CHORD (EXIST.)

WING SPAN

MONORAIL

FALL ARREST

SYSTEM

10" [V.I.F.]

1'- 8"

DETAIL AD

SCALE 1 : 4

TRUSS BOTTOM

CHORD (EXIST.)

STEEL PEDESTAL

FUSELAGE

MONORAIL FALL

ARREST SYSTEM

WEB SPLICE

BEAM CLAMPS

PER LNA DWG#

D1703400

BEAM CLAMPS

PER LNA DWG#

D1703400

FUSELAGE FAS

CONNECTION DETAIL

A A

B B

C C

D D

E E

F F

G G

H H

DO NOT SCALE DRAWING SHEET 9 OF 9

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:64 WEIGHT:

REVDWG. NO.

E

SIZE

TITLE:

NAME DATE

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRIC

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

ANGULAR: MACH BEND

TWO PLACE DECIMAL

THREE PLACE DECIMAL

APPLICATION

USED ONNEXT ASSY 82093

WASH RACK FALL

ARREST SYSTEM

BOLT TORQUE

FACTOR OF SAFETY ON

BEAMCLAMP CLAMPS =

per connection

5 : 1

109 ft lbs

8,876 lbs

=SAFE WORKING

TENSION LOAD

BeamClamp ITEM NO. BeamClamp PART# QTY.

1 BA1G16 4

2 BB1G16 4

3 BH1Z16 8

4 3/8" Location Plate with 11/16" Holes 1

5 5/8" x 3-1/4" Grd. 5 Bolt Set 4

DETAIL COMPONENTS

SCALE 1 : 2

11 " 16 8

11 3 4 "

A

A SECTION A-A

SCALE 1 : 8

11 6 "

8 3 4 "

Prefabricated Rafter with 6" Flange Width & 1/4" Flange Thickness

W10 x 39

SCALE.

DATE.

CUSTOMER :

DRG No.

DRAWN BY.

Michigan 48108.

Fax: (734) 677-2339 Phone: (734) 677-2305

3924A Varsity Drive, Ann Arbor, PART#:

Rev#:

Date

DateComments

Checked for processing:

Name:

Date:

Name:

Date:

Checked for quotation:

Customer Signature of Approval

Name:

Rev#

JAK

D1210064

LGC1210064

10/29/12

N-T-S

Webb-Rite Safety

BOLT TORQUE

FACTOR OF SAFETY ON

BEAMCLAMP CLAMPS =

per connection

5 : 1

109 ft lbs

8,876 lbs

=SAFE WORKING

TENSION LOAD

BeamClamp

CUSTOMER :

DRG No.

DRAWN BY.

Michigan 48108.

Fax: (734) 677-2339 Phone: (734) 677-2305

3924A Varsity Drive, Ann Arbor, PART#:

SCALE.

DATE. Rev#:

Comments

Checked for processing:

Name:

Date:

Name:

Date:

Checked for quotation:

Customer Signature of Approval

Name:

Date

DateRev#

LGC1703400

03/09/17

N-T-S

JAK

D1703400

Webb-Rite Safety

1 " 7 4

9 1 2 "

A

A

ITEM NO. BeamClamp PART# QTY.

1 BA2G16 4

2 BF1G16 4

3 5/8" x 2-1/2" Grd. 5 Bolt Set 4

SCALE 1 : 6

SECTION A-A

HSS3"x 3" x 3/16"

3/8" Cap Plate

W21 x 57

4"

6"

DETAIL COMPONENTS

SCALE 1 : 3

(Rollers) (Adjustable Directions)

Max 10” or 255mm Min 3” or 76mm

(Rollers)

(Notches) (Notches)

(Toggle Plate)

(Secondary Safety Lock)

Component Materials:

Aluminum: Cross Bar, Rollers Polyester: Webbing Zinc Plated Steel: Swivel Stainless Steel: Spring, Hardware

Performance:

Static tensile strength: 5000-lbf (22kN) minimum Maximum capacity: One worker with max weight of 310-lbs.

Weight: 7.7-lbs Beam flange width range: 3”-10” Beam flange thickness: 1/4“- 7/8”

Regulatory compliance:

OSHA 1910.66, OSHA 1926.502,

ANSI Z359.1-2007,

ANSI Z359.7-2011,

EN 795:1998+A1:2001

(Toggle Plate)

(Secondary Safety Lock)

(5,000-lbf Swivel)