Mock Up Design.pdf
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- Attached to
- One (1) Two-Level Lifting Structure
- Solicitation number
- N4215825Q0073
About this file
This is a detailed engineering drawing set for a rigging training mock-up designed for a Navy shipyard training facility. The mock-up is a structural framework approximately 13-7" tall with multiple levels, featuring a ladder, handrails, toeboards, and adjustable floor openings to simulate rigging scenarios inside a naval vessel. Key design specifications include:
The mock-up is rated to support 2000 lb loads applied simultaneously across up to 3 locations, with loads able to be suspended from beams or placed on grating. Structural components are primarily made of carbon steel, with wide flange beams, square tubes, and angle sections. Welding must follow naval shipyard standard WP 1689, with visual inspections required. Padeyes are rated for 2000 lb capacity and must be pull tested. The structure includes multiple beam and column assemblies, bracing, and a 3/4" thick plywood floor with adjustable openings to simulate different rigging conditions. Steel surfaces will be cleaned and coated with a self-priming epoxy in haze grey, and the mock-up will be tested and documented per engineering specifications before use.
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Text version
CRANE NO.
SCALE:
SIZE DWG NO.
SHEET OF
REV
ZONE REV DESCRIPTION
REVISIONS
APPROVEDDATE
1 44
-B 4C30565
DIM ARE IN INCHES
TOL ON ANGLES +
UNDER 12
12 TO 72
OVER 72
FILLETS & RADII TO BE
DIM
STRAIGHTNESS
FLATNESS
PARALLELISM
CONCENTRICITY
PERPENDICULAR
GEOMETRY
DIMENSIONAL TOLERANCES UNLESS
SYMBOLS & TOL IN ACCORDANCE WITH ANSI Y14.5
GEOMETRIC (WHERE IND)
1/16 1/8 1/4
FRAC
OTHERWISE SPECIFIED
MACH/FAB
DEC
SYM TOL
DESIGN BY:
DRAWN BY:
CHECKED BY:
SUPERVISOR:
DATE
PHONE: (360) 476-6996 FAX: (360) 476-2606
LIFTING AND HANDLING DEPT. DEPARTMENT OF THE NAVY
Code 740 CTD Rigging Mock-Up
GENERAL NOTES:
APPROVALS
34 12
NONE
TECHNICAL DIVISION
INTERMEDIATE MAINTENANCE FACILITY
PUGET SOUND NAVAL SHIPYARD AND
D
C
B
A
D
C
B
AC/713
Danielle Babione
Danielle Babione
Chris Pierson, PE
Dan Bowen, PE
NA
REMOVE ALL BURRS AND SHARP EDGES TO PREVENT INJURY
1º
PURPOSE:
THIS MOCK-UP IS DESIGNED TO BE A RIGGING TRAINING TOOL. IT FEATURES A LOW OVER-HEAD ON THE SECOND LEVEL, A STANDARD FLOOR OPENING, AND AN ADJUSTABLE FLOOR OPENING (USING INSERTS WITH VARIOUS SIZED HOLES) TO SIMULATE RIGGING INSIDE
OF A NAVY VESSEL.
THIS DRAWING PROVIDES FABRICATION AND INSTALLATION DETAILS FOR THE MOCK-UP.
RATED CAPACITY:
2000 LB LOADS MAY BE APPLIED IN UP TO 3 LOCATION SIMULTANEOUSLY, BUT ONLY ONE LOAD PER SPAN (BETWEEN CONNECTIONS).
THE 2000 LB LOADS MAY BE SUSPENDED FROM THE BEAMS, PLACED ON THE GRATING, OR A COMBINATION OF THE TWO. IT IS GOOD PRACTICE TO USE WOOD BLOCKS TO PROTECT THE GRATING FROM HEAVY LOADS WHEN NECESSARY.
APPROVED RIGGING PRACTICES (INCLUDING THE USE OF CERTIFIED GEAR) SHALL BE USED AT ALL TIMES.
WELDING:
ALL WELDING SHALL BE IN ACCORDANCE WITH WP 1689, "STANDARD NAVAL SHIPYARD PROCEDURE FOR FABRICATION, WELDING, AND REPAIR OF SURFACE SHIP STRUCTURE". WELDERS SHALL BE QUALIFIED PER WP-1689 SECTION 7. ALL MATERIAL TO BE WELDED IN BASE MATERIAL GROUP S1 CARBON STEEL. ACTUAL BASE METAL SPECIFICATIONS ARE SHOWN ON THE MATERIAL LIST (SHEETS 2 & 3).
WELD SIZES SHALL BE AS SPECIFIED ON THE DRAWINGS.
WELD INSPECTION:
VISUAL WELD INSPECTION (VT) SHALL BE PERFORMED IN ACCORDANCE WITH APPENDIX VT OF WP-1689. ACCEPTANCE CRITERIA SHALL BE PERFORMED IN ACCORDANCE WITH APPENDIX VT OF WP-1689. ALL WELDS SPECIFIED IN THIS DRAWING SHALL BE VISUALLY
INSPECTED.
PADEYES:
ALL PADEYES SHALL BE PERMANENT PADEYES WITH A 2000 LB CAPACITY IN ACCORDANCE WITH IPI 0611-901C. THE "h" DISTANCE SHOWN IN APPENDIX 2 OF IPI 0611-901C SHALL BE REDUCED TO ZERO IN ORDER TO MINIMIZE THE BENDING STRESSES IN THE EVENT THAT THE PADEYE IS INADVERTENTLY SIDE LOADED. AS REQUIRED BY THE IPI, ALL PADEYES SHALL BE PULL TESTED TO 200% OF THE CAPACITY. THE PULL TEST SHALL OCCUR PRIOR TO PAINTING AND FINAL ASSEMBLY. A RECORD OF THE TEST FOR EACH PADEYE SHALL BE RETAINED IN THE HISTORY FILE. AFTER PAINTING, ALL PADEYES SHALL BE PERMANENTLY MARKED WITH THE CERTIFICATION
NUMBER, WLL, AND TEST DATE, AS REQUIRED BY THE IPI.
BOLTING:
ALL ASTM A325 BOLTS SHALL BE INSTALLED WITH A MATCHING F436 WASHER AND A563 NUT. ALL SAE J429 BOLTS SHALL BE INSTALLED WITH A MACHING WASHER AND SAE J995 NUT. ALL BOLTS SHALL BE INSTALLED "SNUG TIGHT" IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS. SNUG TIGHT: "CONDITION THAT EXISTS WHEN ALL OF THE PLIES IN A CONNECTION HAVE BEEN PULLED INTO FIRM CONTACT BY THE BOLTS...
AND... HAVE BEEN TIGHTENED SUFFICIENTLY TO PREVENT THE REMOVAL OF THE NUTS WITHOUT THE USE OF A WRENCH."
PAINTING:
STEEL SURFACES SHALL BE CLEANED TO SSPC-SP 10 (NEAR WHITE METAL) AND A SINGLE COAT OF SELF PRIMING EPOXY SHALL BE APPLIED. THE COLOR SHALL BE HAZE GREY. TO APPLY, FOLLOW THE MANUFACTURER'S INSTRUCTIONS. A TOPCOAT IS NOT REQUIRED
BECAUSE THE MOCK-UP WILL BE USED IN AN INDOOR ENVIRONMENT.
MARKINGS:
THE CAPACITIES SHALL BE PERMANENTLY MARKED ON THE MOCK-UP AND THE MARKINGS SHALL BE VISIBLE TO ALL USERS.
INSPECTION AND TESTING:
PRIOR TO USE, THE MOCK-UP SHALL BE TESTED IN ACCORDANCE WITH ENGINEERING REPORT 713-14-026. UPON SUCESSFUL COMPLETION OF THE TEST, A SIGNED COPY OF THE TEST SHALL BE STORED IN THE HISTORY FILE.
FOLLOWING THE INITIAL TEST, A VISUAL INSPECTION SHALL BE PERFORMED AND THE RESULTS, INSPECTOR, AND DATE OF THE
INSPECTION SHALL BE DOCUMENTED AND STORED IN THE HISTORY FILE.
MODIFICATIONS:
ANY MAJOR MODIFICATIONS TO THE MOCK-UP MUST BE APPROVED BY
ENGINEERING TO ENSURE THEY DO NOT ADVERSELY AFFECT THE SAFE
USE OF THE MOCK-UP.
QUESTIONS:
FOR TECHNICAL QUESTIONS OR COMMENTS, PLEASE CONTACT DANIELLE
BABIONE AT (360) 476-7993 OR CHRISTOPHER PIERSON AT (360) 476-1838.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
4C30565B -
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
Material List
MATERIAL LIST MATERIAL LIST
MEMBER
OR ASSY
NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
1 2 C1 1 Square Tube, HSS6x6x5/16 x 13'-6" long ASTM 500, Grade B a1 8 Angle, L3-1/2x3-1/2x1/2 x 0'-8 3/4" ASTM A36 a2 3 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 a3 1 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 f1 3 Flat Bar 3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f2 1 Flat Bar 3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f3 1 Flat Bar 6x1/4 x 0'-6" ASTM A36 f4 1 Flat Bar 12x3/4 x 1'-0" ASTM A36
2 2 C1 1 Square Tube, HSS6x6x5/16 x 13'-6" long ASTM 500, Grade B a1 8 Angle, L3-1/2x3-1/2x1/2 x 0'-8 3/4" ASTM A36 a2 3 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 a3 1 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 f1 4 Flat Bar 3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f2 2 Flat Bar 3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f3 1 Flat Bar 6x1/4 x 0'-6" ASTM A36 f4 1 Flat Bar 12x3/4 x 1'-0" ASTM A36
3 2 C1 1 Square Tube, HSS6x6x5/16 x 13'-6" long ASTM 500, Grade B a1 8 Angle, L3-1/2x3-1/2x1/2 x 0'-8 3/4" ASTM A36 a2 3 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 a3 1 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 f1 3 Flat Bar 3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f2 1 Flat Bar 3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f3 1 Flat Bar 6x1/4 x 0'-6" ASTM A36 f4 1 Flat Bar 12x3/4 x 1'-0" ASTM A36
7 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992
8 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long ASTM A992
9 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long ASTM A992
10 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36
11 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36
12 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long
13 1 B3 1 Wide Flange Beam, W10x26 x 7'-4 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f11 2 Flat Bar 2 1/2x3/8 x 0'-9 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1 14 1
B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
15 1 B4 1 Wide Flange Beam, W12x30 x 11'-10 3/4" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36 a5 4 Angle, L4x3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f12 2 Flat Bar 2 1/2x3/8 x 0'-11 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
6 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
Column Assembly
Column Assembly
Column Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
MEMBER
OR ASSY
NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
16 1 B5 1 Wide Flange Beam, W10x26 x 3'-10 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f11 2 Flat Bar 2 1/2x3/8 x 0'-9 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1 17 1
B6 1 Wide Flange Beam, W10x26 x 4'-4 3/4" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1 18 1
B6 1 Wide Flange Beam, W10x26 x 4'-4 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1 19 1
B7 1 Wide Flange Beam, W10x26 x 3'-4 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1 20 1
B8 1 Wide Flange Beam, W12x22 x 6'-10 3/4" long ASTM A992 a5 4 Angle, L4x3-1/2x1/4 x 0'-8 1/2" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
6 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1 21 1
B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992 22 1
B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992 f12 2 Flat Bar 2 1/2x3/8 x 0'-11 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
23 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992
24 4 B9 1 Wide Flange Beam, W10x26 x 6'-5" long ASTM A992 f11* 2 Flat Bar 2 1/2x3/8 x 0'-9 7/16" long ASTM A36 * only for 2 of the 4 beams
32* *only for 2 of the 4 beams
Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
25 2 B10 1 Wide Flange Beam, W10x26 x 6'-10 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
32* 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611-901C to zero
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1 26 4
C2 1 Square Tube, HSS2x2x3/16 x 2'-8 15/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f6 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
Bracing Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
Beam Assembly
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
Material List & Sheet Index
MATERIAL LIST SHEET INDEX
Sheet Title Revision
1 Notes & Isometric View Original 2 Material List Original 3 Material List & Sheet Index Original 4 West Elevation (View Looking East ) Original 5 South Elevation (View Looking North ) Original 6 Plan View - Ground Level Original 7 Plan View - Second Level Original 8 Plan View - Top Level Original 9 Ladder Assembly Details Original 10 Adjustable Opening Details Original 11 Miscellaneous Details Original 12 Connection Component Details Original 13 Field Connection Details Original 14 Field Connection Details Original 15 General Fabrication Details Original 16 Column Details - Column 1 Original 17 Column Details - Column 2 Original 18 Column Details - Column 3 Original 19 Bracing Assemblies Original 20 Beam Assembly 7 - Detail View Original 21 Beam Assembly 8 - Detail View Original 22 Beam Assembly 9 - Detail View Original 23 Beam Assembly 10 - Detail View Original 24 Beam Assembly 11 - Detail View Original 25 Beam Assembly 12 - Detail View Original 26 Beam Assembly 13 - Detail View Original 27 Beam Assembly 14 - Detail View Original 28 Beam Assembly 15 - Detail View Original 29 Beam Assembly 16 - Detail View Original 30 Beam Assembly 17 - Detail View Original 31 Beam Assembly 18 - Detail View Original 32 Beam Assembly 19 - Detail View Original 33 Beam Assembly 20 - Detail View Original 34 Beam Assembly 21 - Detail View Original 35 Beam Assembly 22 - Detail View Original 36 Beam Assembly 23 - Detail View Original 37 Beam Assembly 24 - Detail View Original 38 Beam Assembly 25 - Detail View Original 39 Handrail & Toeboard Layout Original 40 Handrail Details Original 41 Handrail Details Original 42 Toeboard Details Original 43 Toeboard Details Original 44 Grating Layout - 2nd Level Original
MEMBER
OR ASSY
NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
27 4 C3 1 Square Tube, HSS2x2x3/16 x 1'-11 5/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f7 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
28 8 C4 1 Square Tube, HSS2x2x3/16 x 2'-10 3/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f6 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
29 8 C5 1 Square Tube, HSS2x2x3/16 x 1'-10 9/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f6 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
30 1 or more (as desired)
Plywood 3'-11 3/8" x 3'-11 3/4" x 3/4" Thick
31 1 f9 2 Flat Bar 2 1/2x3/8 x 13'-6" long ASTM A36 r1 14 3/4" Hot-Rolled Round 1'-4" long ASTM A36 f10 4 Flat Bar 4x1/4 x 1'-0 1/2" long ASTM A36 a6 2 Angle, L3x3x1/4 x 0'-2 1/4" long ASTM A36
Grating 3 1 3/4"x3/16" 15W2 Welded Bar Grating, non-serrated , 3' x 20' sheet, painted
28 Concrete Wedge Anchors, 1/2" Dia x 3 3/4" long Zinc Plated McMaster Carr PN 91578A116, or equal 165 Heavy Hex Head Bolt, 3/4-10 UNC x 1 3/4" long, plain ASTM A325 246 Heavy Hex Head Bolt, 3/4-10 UNC x 2 1/4" long, plain ASTM A325 453 Heavy Hex Nut, 3/4-10 UNC, plain ASTM A563 453 Hardened Washer, 3/4" DIA, plain ASTM F436 116 Hex Head Bolt, 3/8-16 UNC x 1 1/4" long, plated steel SAE J429, Grade 5 116 Hex Head Nut, 3/8-16 UNC, plated steel SAE J995, Grade 5 116 Flat Washer, 3/8" DIA, plated steel 58 Hex Head Bolt, 5/16-18 UNC x 1" long, plated steel SAE J429, Grade 5 58 Hex Head Nut, 5/16-18 UNC, plated steel SAE J995, Grade 5 58 Flat Washer, 5/16" DIA, plated steel
33 30 (includes 2 spares)
Bolt-down mount with toeboard support brackets for 1 1/2" Pipe, galvanized McMaster Carr PN 4936T233, or equal
34 1 Spring Close Safety Gate, Style A, for 26 3/8" opening width, painted McMaster Carr PN 4073K14, or equal
H1 3 1 1/4" Pipe, Schedule 40, 17' total length ASTM A53, Grade B slope cut, see sheet 40 H2 1 1 1/4" Pipe, Schedule 40, 20'-9" total length ASTM A53, Grade B slope cut, see sheet 40 H3 2 1 1/4" Pipe, Schedule 40, 19' total length ASTM A53, Grade B slope cut, see sheet 40 H4 2 1 1/4" Pipe, Schedule 40, 17'-6" total length ASTM A53, Grade B slope cut, see sheet 40 H5 1 1 1/4" Pipe, Schedule 40, 18' total length ASTM A53, Grade B slope cut, see sheet 41 H6 1 1 1/4" Pipe, Schedule 40, 19'-9" total length ASTM A53, Grade B slope cut, see sheet 41 H7 1 1 1/4" Pipe, Schedule 40, 23' total length ASTM A53, Grade B slope cut, see sheet 41 H8 1 1 1/4" Pipe, Schedule 40, 15' total length ASTM A53, Grade B slope cut, see sheet 40 H9 1 1 1/4" Pipe, Schedule 40, 18' total length ASTM A53, Grade B slope cut, see sheet 41
TB1 1 Flat Bar 4x1/4 x 3'-5 1/4" long ASTM A36 TB1a 2 Flat Bar 4x1/4 x 3'-2 3/4" long ASTM A36 TB2 1 Flat Bar 4x1/4 x 4'-0 5/8" total length ASTM A36 TB3 1 Flat Bar 4x1/4 x 4'-1" long ASTM A36 TB3a 1 Flat Bar 4x1/4 x 4'-5 3/4" long ASTM A36 TB4 1 Flat Bar 4x1/4 x 3'-5 7/8" long ASTM A36 TB4a 1 Flat Bar 4x1/4 x 3'-5 7/8" long ASTM A36 TB5 1 Flat Bar 4x1/4 x 3'-8 3/8" long ASTM A36 TB6 1 Flat Bar 4x1/4 x 4'-6" long ASTM A36 TB7 1 Flat Bar 4x1/4 x 5'-5 1/4" total length ASTM A36 TB8 1 Flat Bar 4x1/4 x 2'-4 3/4" long ASTM A36 TB9 1 Flat Bar 4x1/4 x 3'-8 3/8" long ASTM A36
Safety Railing
Structural Fasteners
Handrail Assemblies
Toeboard Assemblies
Bracing Assembly
Bracing Assembly
Bracing Assembly
Ladder Assembly
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
TOP OF BEAM
TOP OF BEAM
2'-10 3/16''
TYPICAL
THIS LEVEL
West Elevation
NOTES:
NONE1.
LADDER
SEE SHEET 9
BRACING ASSEMBLY
SEE SHEET 19
BRACING ASSEMBLY
SEE SHEET 19
SEE
SHEET 16SEE
SHEET 18
12'-0''
11 1/2'' 1'-8 1/4'' (View Looking East)
2'-10 7/8''
TYPICAL
THIS LEVEL
3'-5 1/16''
TYPICAL
THIS LEVEL
3'-7''
TYPICAL
THIS LEVEL
7'-1''
13'-7''
3/4''
FLOOR LEVEL
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
TOP OF BEAM
TOP OF BEAM
NOTES:
NONE1.
7'-0'' 8 1/4''
2'-3 1/8''
TYPICAL
THIS LEVEL
2'-2 5/8''
TYPICAL
THIS LEVEL
LADDER
SEE SHEET 9
12 11
24 25
32 32 32 32
33 33
BRACING ASSEMBLY
SEE SHEET 19
BRACING ASSEMBLY
SEE SHEET 19
BRACING ASSEMBLY
SEE SHEET 19
BRACING ASSEMBLY
SEE SHEET 19
SEE
SHEET 16
SEE
SHEET 17
SEE
SHEET
BRACING CONNECTION
TYPICAL - SEE SHEET 14
BRACING CONNECTION
TYPICAL - SEE SHEET 14
South Elevation (View Looking North)
BRACING ASSEMBLY
SEE SHEET 19
2'-7 15/16''
TYPICAL
THIS LEVEL
2'-9 3/4''
TYPICAL
THIS LEVEL
7'-1''
14'-0''
3/4''
13'-7''
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1'-0''
1'-0''
3 2 1
NOTES:
TYP1/4 CONCRETE WEDGE ANCHORS
(4) LOCATIONS - TYPICAL
CONCRETE WEDGE ANCHORS
(2 LOCATIONS)
(4) 1/2" DIAMETER, 3-3/4" LONG CONCRETE
WEDGE ANCHORS SHALL BE USED AT
EACH COLUMN TO ATTACH THE MOCK-UP
TO A 5" THICK (MINIMUM) CONCRETE SLAB.
(2) 1/2" DIAMETER, 3-3/4" LONG CONCRETE
WEDGE ANCHORS SHALL BE USED AT THE
BASE OF THE LADDER TO ATTACH IT TO A
5" THICK (MINIMUM) CONCRETE SLAB.
INSTALL ALL ANCHOR BOLTS IN
ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
1.
2.
3.
8 1/4''
12'-0''
7'-0'' 7'-0''
Plan View - Ground Level
N
SEE
SHEET 16
SEE
SHEET 17
SEE
SHEET 18
SEE
SHEET 16SEE
SHEET 17
SEE
SHEET 18
f4
11 1/2''
1'-8 1/4'' SEE SHEET 9
LADDER
TYPICAL
6 LOCATIONS
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
W12x30
8 9
LADDER
TOP OF STEEL - 7'-1"
PADEYE
STYLE #1
PADEYE
STYLE #1
PADEYE
STYLE #2
SEE BEAM DETAIL
SEE BEAM DETAIL
SEE BEAM DETAIL
PADEYE
STYLE #1
PADEYE
STYLE #2
SEE BEAM DETAIL
SEE BEAM DETAIL
7'-6''
4'-6''
3'-6''
3'-6''
SEE SHEET 9
NOTES:
SEE SHEETS 13 FOR CONNECTION DETAILS.
INSTALL PERMANENT PADEYES ON THE
UNDERSIDE OF THE BEAMS IN THE
LOCATIONS AND ORIENTATION SHOWN. THE
PADEYES SHALL HAVE A 2000 LB CAPACITY (IN
ACCORDANCE WITH IPI 0611-901C) AND SHALL
BE CENTERED ON THE BEAM FLANGE.
REDUCE THE "h" DISTANCE SHOWN IN
APPENDIX 2 OF IPI 0611-901C TO ZERO IN
ORDER TO MINIMIZE THE BENDING STRESSES
IF THE PADEYE IS INADVERTENTLY SIDE
LOADED.
1.
2.
Plan View - Second Level
W12x30
W12x30 W12x30
W12x22
W10x26
W10x26
W x3
W x2
W x3
W x3
W x2
W x3
W x2
SEE SHEET 10
CON. #1
A
1SEE
SHEET 16
N
SEE SHEET 16
SEE
SHEET 17
SEE
SHEET 17
SEE
SHEET 18
SEE
SHEET 18
2'-3''
CON. #2
CON. #1
CON. #3*
CON. #2
CON. #3CON. #3CON. #3
CON. #3
CON. #3
CON. #3
CON. #1
CON. #1 CON. #1
CON. #1
CON. #1CON. #1
CON. #1
CON. #1CON. #2
CON. #3
CON. #3*
CON. #3 CON. #3
CON. #3
CON. #3
CON. #3
3'-6'' 3'-6'' 4'-6''
14'-0''
12'-0''
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
24 24
25 25
24 24
LADDER
TOP OF STEEL - 13'-7"
W10x26W10x26
W10x26 W10x26
W10x26W10x26
W x3
W x3
W x3
SEE SHEET 9
Plan View - Top Level
PADEYE
STYLE #2
PADEYE
STYLE #2
PADEYE
STYLE #1
PADEYE
STYLE #1
PADEYE
STYLE #1
SEE BEAM DETAIL
NEXT TO
BRACING
NEXT TO
BRACING
SEE BEAM DETAIL
SEE BEAM DETAIL SEE BEAM DETAIL
SEE BEAM DETAIL
SEE
SHEET 16
SEE
SHEET 17
SEE
SHEET 18
SEE
SHEET 16
SEE
SHEET 17
SEE
SHEET 18
CON. #1 CON. #1* CON. #1
CON. #3*
CON. #4 CON. #4CON. #4 CON. #4
CON. #4 CON. #4CON. #4
CON. #3*
CON. #4
6'-0''
12'-0''
7'-0''
14'-0''
CON. #3
CON. #3
CON. #3
CON. #3
NOTES:
SEE SHEETS 13 FOR CONNECTION DETAILS.
INSTALL PERMANENT PADEYES ON THE
UNDERSIDE OF THE BEAMS IN THE
LOCATIONS AND ORIENTATION SHOWN. THE
PADEYES SHALL HAVE A 2000 LB CAPACITY (IN
ACCORDANCE WITH IPI 0611-901C) AND SHALL
BE CENTERED ON THE BEAM FLANGE.
REDUCE THE "h" DISTANCE SHOWN IN
APPENDIX 2 OF IPI 0611-901C TO ZERO IN
ORDER TO MINIMIZE THE BENDING STRESSES
IF THE PADEYE IS INADVERTENTLY SIDE
LOADED.
1.
2.
N
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
3''
3''
1/4''
ITEM f10
ITEM a6
NOTES:
SEE SHEET 6 FOR FLOOR
CONNECTION DETAILS
GRIND ALL EDGES SMOOTH
GRIND WELD SPATTER AT ALL
RUNGS SMOOTH.
1.
2.
3.
1 3/4'' 1 1/8''
2 1/4''
O 9/16''
L3x3x1/4
3/4" DIA A325 BOLT 1-3/4" LONG
TYPICAL TOP AND BOTTOM
BEAM CONNECTION
Ladder Assembly Details
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
31 1 f9 2 Flat Bar 2 1/2x3/8 x 13'-6" long ASTM A36 r1 14 3/4" Hot-Rolled Round 1'-4" long ASTM A36 f10 4 Flat Bar 4x1/4 x 1'-0 1/2" long ASTM A36 a6 2 Angle, L3x3x1/4 x 0'-2 1/4" long ASTM A36
Ladder Assembly
LADDER ASSEMBLY
6'-9'' 6'-2''
13'-6''
2'' 1'-0"
TYP
1'-4''
TYP1/4
1'-8 1/4'' a6 r1 r1 r1 f9
3/8''
1'-8 3/4''
4'' f10 f10 f10 f10 f9
2 1/2'' 6 7/8'' 6 7/8''
WEB OF BEAMf10 f10WEB OF BEAM
R 1 1/4''
3/16 3/16
3/16 3/16
B
3/16 3/16
DETAIL B
FLAT BAR
4" x 1/4"
9''
3 1/2'' 1/4''
2''
4'' 2''
O 13/16''
R 1/2'' MIN
O 3/4''
BOTH
SIDES
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
NOTE: VARIOUS OPENING SIZES PROVIDES THE ABILITY
FOR TRAINER TO SIMULATE REAL-LIFE SITUATIONS
VARIES
Adjustable Opening Details
DETAIL A
C C
SECTION C-C
SEE SHEET 7 FOR LOCATION
TABS (f8) SUPPORT ITEM 30 NO STEP
NO STEP
LABEL
"NO STEP"
3/16 TYP3/16
TYP3/16
3/4" THICK
PLYWOOD
f8
2'' 1 1/2''
ITEM 30
SEE BEAM ASSEMBLY DETAILS
FOR TAB PLACEMENT
f8 f8 f8f8 f8 f8 f8 f8
3'-11 3/8"
3'-11 3/4"
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
30 1 or more (as desired)
Plywood 3'-11 3/8" x 3'-11 3/4" x 3/4" Thick 10
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
Miscellaneous Details
ITEM f4
3/4''1'-0''
FLAT BAR
12x12x3/4
ITEM f5
ITEM f3
6''
6''
1/4'' f3
FLAT BAR
6x6x1/4
SEE SHEET 19 FOR PLACEMENT
1/2''
O 13/16''
1'-1''
8 3/4'' f5
SEE SHEET 6 FOR PLACEMENT
f4
SEE SHEET 6 FOR PLACEMENT
O 13/16''
1/2''
10''
6'' f6
ITEM f6
SEE SHEET 19 FOR PLACEMENT
1/2''
10''
6''
O 13/16'' f7
ITEM f7
SEE SHEET 19 FOR PLACEMENT
O 11/16''
1'-0''
4 1/2''
9''
4 1/2''
9''
3 1/8''
6 1/4''
5''
10''
1 3/4''
3 1/2''
HOLE LOCATIONS PROVIDED FOR REFERENCE
HOLES TO BE FIELD LOCATED
TO ENSURE PROPER FIT-UP
HOLE LOCATIONS PROVIDED FOR REFERENCE
HOLES TO BE FIELD LOCATED
TO ENSURE PROPER FIT-UP
HOLE LOCATIONS PROVIDED FOR REFERENCE
HOLES TO BE FIELD LOCATED
TO ENSURE PROPER FIT-UP
3 1/2'' 7''
1 3/8''
2 3/4''
3 1/2'' 7''
9 7/16''
3/4''
ITEM f11
SEE BEAM DETAILS FOR PLACEMENT
11 7/16''
3/4''
ITEM f12
SEE BEAM DETAILS FOR PLACEMENT
FLAT BAR
2 1/2" x 3/8"
FLAT BAR
2 1/2" x 3/8"
3/4'' 3/4''3/8''
2 1/2''
3/8''
2 1/2''
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
Connection Component Details
ITEM a1
3 1/2''
3 1/2'' 1/2''
L3-1/2x3-1/2x1/2
2''
O 13/16''
2''
3 1/2''
1 1/8''
5''
3 1/2'' 1/2''
L5x3-1/2x1/2
ITEM a2
O 13/16''
L5x3-1/2x1/2 5''
3 1/2'' 1/2''
2''
2 3/4''
1 1/2''
ITEM a3
O 13/16''
3 1/2'' 1/4''
FLAT BAR
3-1/2x1/4
2''
3''
3'' 1 1/4''
ITEM f1
O 13/16''
ITEM f2
3 1/2'' 1/4''
FLAT BAR
3-1/2x1/4
2''
3'' 1 1/4''
4''
3 1/2'' 1/4''
L4x3-1/2x1/4
2''
3'' 1 1/4''
ITEM a4
3 1/2'' 1/4''
2''
3''
3''
1 1/4''
L4x3-1/2x1/4
ITEM a5
SEE SHEETS 14 FOR PLACEMENT
SEE SHEETS 13 FOR PLACEMENT SEE SHEET 13 FOR PLACEMENT SEE SHEET 13 FOR PLACEMENT
SEE SHEETS 13 FOR PLACEMENT SEE SHEETS 13 FOR PLACEMENT SEE SHEETS 13 FOR PLACEMENT
O 13/16''
1" HORIZ
SLOTS
2 5/8''2 5/8''
O 13/16''
1" HORIZ
SLOTS
4'' 4''
1 1/4''
6 1/4''8 3/4'' a1
O 13/16''
± 1/64" a2
5 3/4'' ± 1/64" a3
5 3/4'' ± 1/64" f1
8 1/2'' ± 1/64"
± 1/64" f2
5 1/2'' ± 1/64" a4
5 1/2'' ± 1/64" a5
8 1/2'' ± 1/64"
± 1/64"
4''
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
CONNECTION #1
ALIGN TOP OF BEAMS
1/2''
1/2'' a4 a4 a4
3/4" DIA A325 BOLT 1 3/4" LONG
INSTALLED IN THE FIELD
TYPICAL
SHOP INSTALLED
(2) LOCATIONS
SEE BEAM DETAILS
W10x26
VARIOUS
ALIGN TOP OF BEAMS
CONNECTION #2
1/2''
1/2''
SHOP INSTALLED
(3) LOCATIONS
SEE BEAM DETAILS
3/4" DIA A325 BOLT 1 3/4" LONG
INSTALLED IN THE FIELD
TYPICAL
a5 a5a5
W12x W12x
Field Connection Details
4''4''
BOLTS ARE 2" LONG, OTHERWISE SAME AS #1
CONNECTION #1*
4''4''
3/4" DIA A325 BOLT 2 1/4" LONG
INSTALLED IN THE FIELD
TYPICAL
3/4" DIA A325 BOLT 1 3/4" LONG
INSTALLED IN THE FIELD
TYPICAL
1/2''
PROVIDE SHIMS BETWEEN SEAT ANGLE
AND BEAM AS NECESSARY FOR TIGHT FIT
CONNECTION #3
SAME AS #6, WITHOUT A SEAT ANGLE
CONNECTION #3*
a2 a2 f1 W12x30
3/4" DIA A325 BOLT 2 1/4" LONG
INSTALLED IN THE FIELD
TYPICAL
3/4" DIA A325 BOLT 1 3/4" LONG
INSTALLED IN THE FIELD
TYPICAL
PROVIDE SHIMS BETWEEN SEAT ANGLE
AND BEAM AS NECESSARY FOR TIGHT FIT
1/2'' a3 a3 f2
CONNECTION #4
1/8'' MIN
1/8'' MIN
W10x26 SHOP
INSTALLED
SEE COLUMN
DETAILS SHOP
INSTALLED
SEE COLUMN
DETAILS
SHOP
INSTALLED
SEE COLUMN
DETAILS
SHOP
INSTALLED
SEE COLUMN
DETAILS
NOTES:
SEE SHEET 1 FOR BOLTING
INSTRUCTIONS
1.
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
BRACING CONNECTIONS
3/4" DIA A325 BOLT 2 1/4" LONG
INSTALLED IN THE FIELD
TYPICAL BEAM ATTACHMENT
HOLES IN BRACING ATTACHMENT
PLATES SHALL BE FIELD LOCATED
TO ENSURE PROPER FIT-UP
TYPICAL - (24) LOCATIONS
3/4" DIA A325 BOLT 2 1/4" LONG
INSTALLED IN THE FIELD
TYPICAL COLUMN ATTACHMENT
a1
SEE SHEET 18
SHOP
INSTALLED
SEE COLUMN
DETAILS
Field Connection Details
BRACING ASSEMBLY
NOTES:
SEE SHEET 1 FOR BOLTING INSTRUCTIONS1.
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
RECOMMENDED COPING PRACTICES
General Fabrication Details
O13/16" AT
3 1/2" GAGE
TYPICAL
BOTTOM FLANGE
GAGE DESIGNATION
GAGE
FIRST CUT
R 3/4"
SECOND CUT
COLUMN 1
MARK
"COLUMN 1"USE PAINT STICK
AFTER FINAL
PAINT COAT
COLUMN MARK DESIGNATION
MARK "(BEAM NO.), (DIRECTION)"
BEAM 19,
SOUTH
ELEVATION
TOP FLANGE
BEAM MARK DESIGNATION
USE PAINT STICK
AFTER FINAL
PAINT COAT
CL
1/2 GAGE
1/2 GAGE
WEB TO
UNDERSIDE
OF FLANGE
FLANGE
UNO = UNLESS NOTED OTHERWISE
(XX") = REFERENCE DIMENSION
PROVIDED FOR INFO ONLY
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
COLUMN ASSEMBLY 1
(2) LOCATIONS
f4
ALL PROGRESSIVE
DIMENSIONS ARE FROM
TOP OF BASE PLATE
E
D
D a2 f13/16 TYPICAL
SEAT ANGLES 3/16
F f1 a3 f3
TYPICAL
BRACING
ANGLES1/4
a1 a1 a1 a1
1/4TYPICAL
BRACING
ANGLES 1/4
C1 G
G
DETAIL F
DETAIL E
f1 f2 a2
ANGLES NOT
SHOWN FOR
CLARITY
SECTION G-G
TYPICAL
BRACING
ANGLES1/4
SECTION D-D
3/16TYPICAL
SHEAR
TABS 3/16
Column Details - Column 1
3/4'' 4'-1 7/16''
4'-10 9/16"TOP OF BASE PLATE
5'' 3 1/2''
2''
5''
2''
2'' a2
1/2'' TYPICAL 1/8''
1/8'' f1
5'' 5'' f2
5'-11 3/4"
6'-9 1/4"
10'-9"
11'-6 1/4"
4'-1 7/16" 10'-9"
12'-7 3/4"
12'-5 3/4"
13'-3 1/4"
13'-6"
TOP OF HSS1/4
10''
TYP
13'-7''
OVERALL
SEE SHEET 6 FOR PLACEMENT
MARK BOTTOM
"COLUMN 1"
TYPICAL ALL
SHEAR TABS
TYPICAL ALL
SHEAR TABS
D
D
NOTES:
SEE SHEET 12 FOR PIECE DETAILS
SEE SHEETS 13 AND 14 FOR
CONNECTION DETAILS
1.
2.
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
1 2 C1 1 Square Tube, HSS6x6x5/16 x 13'-6" long ASTM 500, Grade B a1 8 Angle, L3-1/2x3-1/2x1/2 x 0'-8 3/4" ASTM A36 a2 3 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 a3 1 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 f1 3 Flat Bar 3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f2 1 Flat Bar 3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f3 1 Flat Bar 6x1/4 x 0'-6" ASTM A36 f4 1 Flat Bar 12x3/4 x 1'-0" ASTM A36
Column Assembly
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
IH
H J
K
K a2 a2 f1 f1 f1
3/16TYPICAL
SHEAR
TABS 3/16
a3 a3 f2 f2 f1 f3 f2 f1
ANGLES NOT
SHOWN FOR
CLARITY
SECTION K-K
DETAIL J
DETAIL I
SECTION H-H
f4
C1
ALL PROGRESSIVE
DIMENSIONS ARE FROM
TOP OF BASE PLATE
1/4TYPICAL
BRACING
ANGLES 1/4
TYPICAL
SEAT ANGLES 3/16
3/16 5''
2''
2'' a1 a1 a1 a1 1/8''
5'' 1/8''
5'' 5''
1/8'' f2
5''
2''
2''
5'-11 3/4"
4'-10 9/16"
3/4'' 4'-10 9/16''
6'-9 1/4"
1/4
5'-11 3/4" 6'-9 1/4"
12'-7 3/4"
13'-3 1/4"
12'-7 3/4" 13'-3 1/4"
13'-6"
TOP OF HSS
TOP OF BASE PLATE
10''
1/2'' TYPICAL
Column Details - Column 2
13'-7''
OVERALL
11'-6 1/4"
11'-6 1/4"
H
H
MARK BOTTOM
"COLUMN 2"
COLUMN ASSEMBLY 2
(2) LOCATIONS
SEE SHEET 6 FOR PLACEMENT
TYPICAL ALL
SHEAR TABS
TYPICAL ALL
SHEAR TABS
TYPICAL
ALL
SHEAR
TABS
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
2 2 C1 1 Square Tube, HSS6x6x5/16 x 13'-6" long ASTM 500, Grade B a1 8 Angle, L3-1/2x3-1/2x1/2 x 0'-8 3/4" ASTM A36 a2 3 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 a3 1 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 f1 4 Flat Bar 3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f2 2 Flat Bar 3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f3 1 Flat Bar 6x1/4 x 0'-6" ASTM A36 f4 1 Flat Bar 12x3/4 x 1'-0" ASTM A36
Column Assembly
NOTES:
SEE SHEET 12 FOR PIECE DETAILS
SEE SHEETS 13 AND 14 FOR
CONNECTION DETAILS
1.
2.
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
M L
L N
O
O a1 a1
SECTION L-L
a2 f1
3/16 TYPICAL
SHEAR
TABS3/16
3/16 TYPICAL
SEAT ANGLES 3/16
f1
DETAIL M
f1 f2 a3 f3
DETAIL N
SECTION O-O
ANGLES NOT
SHOWN FOR
CLARITY
f4
NOTES:
SEE SHEET 12 FOR PIECE DETAILS
SEE SHEETS 13 AND 14 FOR
CONNECTION DETAILS
1.
2.
C1
ALL PROGRESSIVE
DIMENSIONS ARE FROM
TOP OF BASE PLATE
5'' 2'' 1/8''
5''
5''
1/8'' f1 f2 a2
2''
2''
3 1/2''5''
1/2'' TYPICAL
a1
3/4'' 4'-1 7/16''
TOP OF BASE PLATE
4'-1 7/16" 4'-10 9/16" 5'-11 3/4"
6'-9 1/4"
5'-11 3/4"
10'-9"
11'-6 1/4"
10'-9" 12'-5 3/4"
12'-7 3/4" 13'-3 1/4"
13'-6"
1/4TYPICAL
BRACING
ANGLES 1/4
TYPICAL
BRACING
ANGLES 1/4
1/4 a2 a110''
TYP
13'-7''
TOP OF HSS
L
L
OVERALL
MARK BOTTOM
"COLUMN 3"
COLUMN ASSEMBLY 3
(2) LOCATIONS
SEE SHEET 6 FOR PLACEMENT
TYPICAL ALL
SHEAR TABS
TYPICAL ALL
SHEAR TABS
Column Details - Column 3
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
3 2 C1 1 Square Tube, HSS6x6x5/16 x 13'-6" long ASTM 500, Grade B a1 8 Angle, L3-1/2x3-1/2x1/2 x 0'-8 3/4" ASTM A36 a2 3 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 a3 1 Angle, L5x3-1/2x1/2 x 0'-5 3/4" long ASTM A36 f1 3 Flat Bar 3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f2 1 Flat Bar 3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f3 1 Flat Bar 6x1/4 x 0'-6" ASTM A36 f4 1 Flat Bar 12x3/4 x 1'-0" ASTM A36
Column Assembly
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
Bracing Assembly Details
1'-11 5/16''
39.8° 50.2°
C3
1'-10 9/16''
38.8° 51.2°
C5
2'-8 15/16''
40.3° 49.7° C2
2'-10 3/16''
38.5° 51.5°
C4
BRACING ASSEMBLY 29
BRACING ASSEMBLY 27
BRACING ASSEMBLY 28
BRACING ASSEMBLY 26
2 3/8'' 1 11/16''
2 3/8'' 1 11/16'' f7 f6
2 1/2'' 1 9/16'' f6
NOTES:
SEE SHEET 11 FOR COMPONENT DETAILS
SEE SHEET 14 FOR CONNECTION DETAILS
SEE SHEETS 4 & 5 FOR PLACEMENT
1.
2.
3.
2 1/2'' f61 5/8''
TYPICAL
BOTH ENDS3/16
TYPICAL
BOTH ENDS3/16
TYPICAL
BOTH ENDS3/16TYPICAL
BOTH ENDS3/16
8 3/4''
MARK
"26, BOTTOM"
F5
10'' f5
8 3/4''
MARK
"27, BOTTOM"
10'' f5
8 3/4'' 10''
MEMBER OR ASSY
NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
26 4 C2 1 Square Tube, HSS2x2x3/16 x 2'-8 15/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f6 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
27 4 C3 1 Square Tube, HSS2x2x3/16 x 1'-11 5/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f7 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
28 8 C4 1 Square Tube, HSS2x2x3/16 x 2'-10 3/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f6 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
29 8 C5 1 Square Tube, HSS2x2x3/16 x 1'-10 9/16" long ASTM 500, Grade B slope cut, see sheet 19 f5 1 Plate 0'-8 3/4 x 1'-1" x 1/2 thick ASTM A36 f6 1 Flat Bar 6x1/2 x 0'-10" long ASTM A36
Bracing Assembly
Bracing Assembly
Bracing Assembly
Bracing Assembly
MARK
"28, BOTTOM"
8 3/4'' 10'' f5
**MATERIAL INFO FROM
SHEET 2 DUPLICATED
FOR CONVENIENCE
DURING FABRICATION**
CENTER BOTH
PLATES ON TUBE
CENTER BOTH
PLATES ON TUBE
CENTER BOTH
PLATES ON TUBE
CENTER BOTH
PLATES ON TUBE
MARK
"29, BOTTOM"
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
5 1/2''
1 1/2''
1'-5''
2'-0''
3'-11 3/4''
4'-5 1/4''
9'-5''
10'-0''
11'-3 1/2''
11'-5''
B1
3''
3''
3''
Beam Assembly 7 - Detail View
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
O 13/16'' TYPICAL UNO
MARK
"7, NORTH"
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
7 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992
Beam Assembly
BEAM ASSEMBLY 7
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP
TYP
± 1/64"
± 1/64"
3''
3''
3''
TYP
TYP
TYP
± 1/64"
± 1/64"
O13/16" AT
3 1/2" GAGE± 1/32"
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
O13/16" AT
3 1/2" GAGE± 1/32"
FIELD INSTALLED
SEE SHEET 13
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
SEE SHEET 39
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1 1/2''
9 7/8''
1'-4 7/8''
5'-0 1/8''
5'-7 1/8''
6'-3 1/2''
6'-5''
3''
3''
3''
B2
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
8 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long ASTM A992
Beam Assembly
BEAM ASSEMBLY 8
MARK
"8,WEST"
Beam Assembly 8 - Detail View
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP
TYP
± 1/64"
± 1/64"
O13/16" AT
3 1/2" GAGE± 1/32" O13/16" AT
3 1/2" GAGE± 1/32"
O 13/16''
TYPICAL UNO
FIELD INSTALLED
SEE SHEET 13
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1 1/2''
9 7/8''
1'-4 7/8''
2'-11 3/4''
3'-5 1/4''
3'-11 3/4''
4'-5 1/4''
5'-0 1/8''
5'-7 1/8''
6'-3 1/2''
6'-5''
SEE SHEET 39
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
3''
3''
3''
B2
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
9 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long ASTM A992
Beam Assembly
BEAM ASSEMBLY 9
MARK
"9, EAST"
Beam Assembly 9 - Detail View
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP
TYP
± 1/64"
± 1/64"
5 1/2'' 5 1/2''
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
O13/16" AT
3 1/2" GAGE± 1/32" O13/16" AT
3 1/2" GAGE± 1/32"
TYP
TYP
O 13/16''
TYPICAL UNO
FIELD INSTALLED
SEE SHEET 13
± 1/32"
3''
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
BEAM ASSEMBLY 10
f8 f8 f8 f8
B1
1 1/2''
7 3/4''
1'-5''
2'-0''
2'-4 1/2''
2'-11 3/4''
3'-5 1/4''
11'-5''
ALL DIMENSIONS ARE FROM
NORTH END OF BEAM
6'-11 3/4"
7'-5 1/4"
9'-5"
10'-0"
11'-3 1/2"
8'-0 3/4" 9'-0 3/4"
10'-0 3/4" 11'-0 3/4"
4'' 4''
5 1/2'' 5 1/2''
3''
3''
3''
P
P
SECTION P-P
2''1 1/2'' 3/16 TYP3/16
TYP 3/16 f8
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
10 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36
Beam Assembly
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
MARK
"10, NORTH"
Beam Assembly 10 - Detail View
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP
TYP
± 1/64"
± 1/64"
3''
3''
TYP
TYP
SEE SHEET 13
FIELD
INSTALLED
O 13/16''
TYPICAL
UNO
SEE SHEET 39
O13/16" AT
3 1/2" GAGE± 1/32"
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
O13/16" AT
3 1/2" GAGE± 1/32"
± 1/32"
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1 1/2''
9 7/8''
1'-4 7/8''
5''
3'-11 3/4" 4'-5 1/4"
5'-0 1/8" 5'-7 1/8" 6'-3 1/2"
2'-5" 3'-5"1'-5"
6'-5''
5 1/2''
3''
3''
3''
MARK
"11, WEST"
ALL DIMENSIONS ARE FROM
EAST END OF BEAM
f8 f8 f8 f8
Q
Q
SECTION Q-QMEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
11 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36
Beam Assembly
2''1 1/2''
TYP 3/16
3/16 TYP3/16
f8
B2
BEAM ASSEMBLY 11
Beam Assembly 11 - Detail View
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP
TYP
± 1/64"
± 1/64"
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
SEE SHEET 39
FIELD INSTALLED
SEE SHEET 13
O 13/16''
TYPICAL UNO
O13/16" AT
3 1/2" GAGE± 1/32" O13/16" AT
3 1/2" GAGE± 1/32"
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1 1/2''
9 7/8''
1'-4 7/8''
2'-11 3/4''
3'-5 1/4''
5'-0 1/8''
5'-7 1/8''
6'-3 1/2''
6'-5''
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
5 1/2''
3''
3''
3''
B2
MARK
"12, WEST"
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
12 1 B2 1 Wide Flange Beam, W12x30 x 6'-5" long
Beam Assembly
BEAM ASSEMBLY 12
Beam Assembly 12 - Detail View
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP
TYP
± 1/64"
± 1/64"
O 13/16''
TYPICAL UNO
FIELD INSTALLED
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
3''
3''
TYP
TYP± 1/32"
SEE SHEET 13
O13/16" AT
3 1/2" GAGE± 1/32" O13/16" AT
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1''3 1/8''
3''
3''
1'' 1 7/8'' B3 B3 a4 a4
3/4" DIA A325 BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS
FIELD INSTALLED
4'' 4'' 1/2''
1 1/2''
7'-3 1/4''
7'-4 3/4''
7'-5 3/4''
1/2''
OVERALL
MARK
"13, SOUTH"
BEAM ASSEMBLY 13
Beam Assembly 13 - Detail View
NOTES:
SEE SHEET 1 FOR PADEYE INSTRUCTIONS
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
3.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
R
R
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
13 1 B3 1 Wide Flange Beam, W10x26 x 7'-4 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f11 2 Flat Bar 2 1/2x3/8 x 0'-9 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
3/8''
3/8'' f11
O 1''
1 1/2'' 2 1/2''
3/16 TYPICAL
BOTH
STIFFENERS3/16
1/4 f11 f11
3''
SECTION R-R
ANGLES NOT
SHOWN FOR
CLARITY
STIFFENERS AND PADEYE
NOT SHOWN FOR CLARITY
3'-8 3/8''
EXACT LOCATION
IS NOT CRITICAL
TYP
TYP ± 1/32"
O 13/16''
TYPICAL UNO
SEE SHEET 13
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
BEAM ASSEMBLY 14
Beam Assembly 14 - Detail View
NOTES:
SEE SHEET 1 FOR PADEYE INSTRUCTIONS
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
3.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
S
S
3''
3''
3''
TYP
TYP
TYP
± 1/64"
± 1/64"
1 1/2''
3'-11 3/4''
4'-5 1/4''
9'-5''
11'-3 1/2''
11'-5''
5 1/2''
3''
3''
3''
TYP
TYP
TYP
± 1/64"
± 1/64"
EXACT LOCATION
IS NOT CRITICAL
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
14 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
Beam Assembly
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
SEE SHEET 39
B1
MARK
"14, SOUTH"
SEE SHEET 13
FIELD
INSTALLED
O 13/16''
TYPICAL UNO
OVERALL
1 1/2''2 1/2''
3''
O 1'' 1/4
3/8''
SECTION S-S
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
ALL DIMENSIONS ARE
FROM SOUTH END OF BEAM
OVERALL
Beam Assembly 15 - Detail View
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
T
T
SEE SHEET 13
FIELD
INSTALLED
4'' 4'' a5 a5
B4 7 1/8''
1/2''
1'-7 1/8"
1 1/2''
2'-1 1/8''
11'-11 3/4''
2'-7 1/8" 3'-7 1/8"
STIFFENERS
AND PADEYE
NOT SHOWN
FOR CLARITY
5 1/2''
3''
3''
TYP
TYP ± 1/32"
4'-2 5/8"
4'-8 1/8"
8'-2 5/8"
8'-8 1/8" 11'-9 1/4" 11'-10 3/4"
1/2''
5 1/2''
3 1/8'' TYP
1'' TYP
3''
3''
3''
TYP
TYP
TYP
± 1/64"
± 1/64"
SECTION T-T
3/8''
3/8'' f12 f12 f12 f8f8f8f8
O 13/16''
TYPICAL UNO
SEE SHEET 39
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
3/4" DIA A325
BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS
1 1/2'' 2''
3/16 TYPICAL
BOTH
STIFFENERS3/16
1/4
2 1/2''
1 1/2''
O 1'' 32
3''
ANGLES NOT
SHOWN FOR
CLARITY
MARK
"15, NORTH"
EXACT LOCATION
IS NOT CRITICAL
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
15 1 B4 1 Wide Flange Beam, W12x30 x 11'-10 3/4" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36 a5 4 Angle, L4x3-1/2x1/4 x 0'-8 1/2" long ASTM A36 f12 2 Flat Bar 2 1/2x3/8 x 0'-11 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
6 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
NOTES:
SEE SHEET 1 FOR PADEYE INSTRUCTIONS
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
3.
BEAM ASSEMBLY 15
TAB WELD DETAIL
3/16 TYPICAL
ALL TABS3/16
TYPICAL
ALL TABS 3/16 f8
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1 1/2''
3'-9 1/4''
3'-10 3/4''
1/2''
3''
3''
1'' TYP 2 3/4'' TYP
1/2''
B5 B5 a4 a4
3'-11 3/4''
OVERALL
BEAM ASSEMBLY 16
FIELD INSTALLED
MARK
"16, NORTH"
4'' 4''
Beam Assembly 16 - Detail View
NOTES:
SEE SHEET 1 FOR PADEYE INSTRUCTIONS
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
3.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
1'-11 3/8''
EXACT LOCATION
IS NOT CRITICAL
SEE SHEET 13
3/4" DIA A325 BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS
STIFFENERS AND PADEYE
NOT SHOWN FOR CLARITY
O 13/16''
TYPICAL UNO U
U
1/4
2 1/2''
3/16 TYPICAL
BOTH
STIFFENERS3/16
f11 f11 f11
3/8''
3/8''
SECTION U-U
1 1/2''
O 1'' 32
3''
ANGLES NOT
SHOWN FOR
CLARITY
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
16 1 B5 1 Wide Flange Beam, W10x26 x 3'-10 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36 f11 2 Flat Bar 2 1/2x3/8 x 0'-9 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
TYP
TYP ± 1/32"
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
8'' 1'-8" 2'-8" 3'-8"
1/2''
1 1/2''
1'-11 5/8''
2'-5 1/8"
4'-3 1/4"
4'-5 3/4''
OVERALL
BEAM ASSEMBLY 17
4'' 4''
FIELD INSTALLED
B6 a4 a4 f8 f8 f8
3 1/8'' TYP1''
TYP
V
V
3''
3''
3/4" DIA A325 BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS5 1/2''
MARK
"17, WEST"
SECTION V-V
f8
B6
2''1 1/2''
3/16 TYP3/16
TYP 3/16
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
Beam Assembly 17 - Detail View
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
17 1 B6 1 Wide Flange Beam, W10x26 x 4'-4 3/4" long ASTM A992 f8 4 Flat Bar 2x1/4 x 0'-3 1/2" long ASTM A36 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
4'-4 3/4''
NOTES:
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP ± 1/32"
SEE SHEET 39
ALL DIMENSIONS ARE
FROM WEST END OF BEAM
SEE SHEET 13
f8
3''
3''
TYP
TYP
± 1/32"
1/2''
O 13/16''
TYPICAL UNO
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
5 1/2'' 5 1/2''
1 1/2''
8 5/8''
1'-2 1/8''
1'-11 5/8''
2'-5 1/8''
4'-3 1/4''
4'-4 3/4''
1/2''
3 1/8'' TYP
1'' TYP
3''
3''
1/2''
B6
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
B6 a4 a4
4'' 4''
FIELD INSTALLED
3/4" DIA A325
BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS
4'-5 3/4''
BEAM ASSEMBLY 18
Beam Assembly 18 - Detail View
OVERALL
MARK
"18, WEST"
3''
3''
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
18 1 B6 1 Wide Flange Beam, W10x26 x 4'-4 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
NOTES:
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
SEE SHEET 13
O 13/16''
TYPICAL UNO
SEE SHEET 39
TYP
TYP ± 1/32"
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
2 3/4'' TYP
THIS END
1'' TYP
1 1/2''
3'-3 1/4''
3'-4 3/4''
1/2''
3 1/8''
3''
3''
1/2''
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
a4 a4
Beam Assembly 19 - Detail View
B7 B7
4'' 4''
FIELD INSTALLED
3'-5 3/4''
BEAM ASSEMBLY 19
OVERALL
MARK
"19, NORTH"
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
19 1 B7 1 Wide Flange Beam, W10x26 x 3'-4 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
NOTES:
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
3/4" DIA A325
BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS
TYP
TYP ± 1/32"
O 13/16''
TYPICAL UNO
SEE SHEET 13
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1 1/2''
3'-2 5/8''
3'-8 1/8''
6'-9 1/4''
6'-10 3/4''
5 1/2'' 3 1/8'' TYP1'' TYP
3''
3''
3''
1/2''
O7/16" AT 2" GAGE
HANDRAIL MOUNTING HOLES
FIELD LOCATED
TYPICAL TOP FLANGE
B8 a5 a5
1/2''
B8
6'-11 3/4''
OVERALL
BEAM ASSEMBLY 20
4'' 4''
MARK
"20, WEST"
Beam Assembly 20 - Detail View
NOTES:
SEE SHEET 1 FOR PADEYE INSTRUCTIONS
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 7 FOR BEAM PLACEMENT
1.
2.
3.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
3'-0''
EXACT LOCATION
IS NOT CRITICAL
TYP
TYP
TYP
± 1/64"
± 1/64"
3''
3''
TYP
TYP ± 1/32"
W
2 1/2'' 1 1/2''
O 1''
3''
1/432
DETAIL W
3/8''
O 13/16''
TYPICAL UNO
3/4" DIA A325
BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS
FIELD INSTALLED
SEE SHEET 13
SEE SHEET 39
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
20 1 B8 1 Wide Flange Beam, W12x22 x 6'-10 3/4" long ASTM A992 a5 4 Angle, L4x3-1/2x1/4 x 0'-8 1/2" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
6 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
1 1/2''
1'-5''
2'-0''
5'-5 3/4''
5'-11 1/4''
9'-5''
10'-0''
11'-3 1/2''
11'-5''
5 1/2''
3''
3''
3''
3''
3''
B1
Beam Assembly 21 - Detail View
MARK
"21, NORTH"
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
21 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992
Beam Assembly
BEAM ASSEMBLY 21
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 8 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
TYP
TYP
TYP
± 1/64"
± 1/64"
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
TYP
TYP ± 1/32"
O 13/16''
TYPICAL UNO
O13/16" AT
3 1/2" GAGE± 1/32"
FIELD INSTALLED O13/16" AT
3 1/2" GAGE± 1/32" SEE SHEET 13
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
Beam Assembly 22 - Detail View
BEAM ASSEMBLY 22
NOTES:
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 8 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
1 1/2''
5'-5 3/4''
5'-11 1/4''
11'-3 1/2''
11'-5''
3'-0''
X
X
3''
3''
5 1/2''
3/8''
3/8'' f12
3''
3''
3''
TYP
TYP ± 1/32"
TYP
TYP
TYP
± 1/64"
± 1/64"
MARK
"22, SOUTH" B1 O 13/16''
TYPICAL UNO
FIELD INSTALLED
SEE SHEET 13
1/4
3/16 TYPICAL
BOTH
STIFFENERS3/16
f12 f12
2 1/2''1 1/2''
O 1'' 32
SECTION X-X
EXACT LOCATION
IS NOT CRITICAL
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
22 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992 f12 2 Flat Bar 2 1/2x3/8 x 0'-11 7/16" long ASTM A36
32 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
8'' 8''
1 1/2''
7 3/4''
1'-5''
2'-0''
2'-4 1/2''
5'-5 3/4''
5'-11 1/4''
9'-5''
10'-0''
11'-3 1/2''
11'-5''
3''
3''
5 1/2''
3''
3''
3''
B1 MARK
"23, NORTH"
Beam Assembly 23 - Detail ViewMEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
23 1 B1 1 Wide Flange Beam, W12x30 x 11'-5" long ASTM A992
Beam Assembly
BEAM ASSEMBLY 23
NOTES:
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 8 FOR BEAM PLACEMENT
1.
2.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
O 13/16''
TYPICAL UNO
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
FIELD INSTALLED
SEE SHEET 13
TYP
TYP
TYP
± 1/64"
± 1/64"
TYP
TYP ± 1/32"
O13/16" AT
3 1/2" GAGE± 1/32"
O13/16" AT
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
Beam Assembly 24 - Detail View
BEAM ASSEMBLY 24
NOTES:
SEE SHEET 1 FOR PADEYE INSTRUCTIONS
SEE SHEETS 13 AND 14 FOR FIELD CONNECTION DETAILS
SEE SHEET 8 FOR BEAM PLACEMENT
1.
2.
3.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
1 1/2''
10 5/8''
1'-5 5/8''
4'-11 3/8''
5'-6 3/8''
6'-3 1/2''
6'-5''
3/8''
3/8''
3''
3''
MARK
"24, WEST" B9
O13/16" AT 3 1/2" GAGE
TYPICAL BOTTOM FLANGE UNO
O 13/16''
TYPICAL UNO
FIELD INSTALLED
SEE SHEET 13
O13/16" AT
3 1/2" GAGE± 1/32"
O13/16" AT
3 1/2" GAGE± 1/32"
Y
Y f11
PADEYE AND
STIFFENER ONLY
FOR 2 OF THE 4 BEAMS
SEE SHEET 8 FOR LOCATIONS
(4'-7")
ALL DIMENSIONS ARE
FROM WEST END OF BEAM
TYP
TYP ± 1/32"
3/16 TYPICAL
BOTH
STIFFENERS3/16
f11 f11
2 1/2''1 1/2''
3''
O 1'' 32
SECTION Y-Y
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
24 4 B9 1 Wide Flange Beam, W10x26 x 6'-5" long ASTM A992 f11* 2 Flat Bar 2 1/2x3/8 x 0'-9 7/16" long ASTM A36 * only for 2 of the 4 beams
32* *only for 2 of the 4 beams
Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
Beam Assembly
EXACT LOCATION
IS NOT CRITICAL
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
3''
3''
3 1/8'' TYP1'' TYP
1/2''
B10 a4 a4
B10
Beam Assembly 25 - Detail View
MARK
"25, WEST"
6'-11 3/4''
4'' 4''
OVERALL
BEAM ASSEMBLY 25NOTES:
SEE SHEET 1 FOR PADEYE INSTRUCTIONS
SEE SHEET 13 FOR FIELD CONNECTION DETAILS
SEE SHEET 8 FOR BEAM PLACEMENT
1.
2.
3.
**MATERIAL INFO FROM SHEET 2 DUPLICATED FOR CONVENIENCE DURING FABRICATION**
FIELD
INSTALLED
3/8''
O 13/16''
TYPICAL UNO
3/4" DIA A325
BOLT 2" LONG
SHOP INSTALLED
TYPICAL BOTH ENDS
Z1/2''
1 1/2''
3'-5 3/8''
6'-9 1/4''
6'-10 3/4''
DETAIL Z
EXACT LOCATION
IS NOT CRITICAL
2 9/16'' 1 1/2''
3''
O 1''
32 1/4
MEMBER OR
ASSY NUMBER
PIECE
MARKING
QTY DESCRIPTION MATERIAL REMARKS
25 2 B10 1 Wide Flange Beam, W10x26 x 6'-10 3/4" long ASTM A992 a4 4 Angle, L4x3-1/2x1/4 x 0'-5 1/2" long ASTM A36
32* 1 Padeye - 2000 lb (min) capacity padeye (in accordance with IPI 0611-901C)
Note: Reduce "h" dimension shown in Appendix 2 of IPI 0611- 901C to zero
4 Heavy Hex Head Bolt, 3/4-10 UNC x 2" long, plain ASTM A325 See Note 6 on Sheet 1
Beam Assembly
SEE SHEET 13
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE NO.
NA
26 1/16"
TB1
TB2
TB3
TB4TB4a
TB5
TB9
TB1a TB1a TB8
TB6
TB3a
Handrail & Toeboard Layout
NOTES:
SEE SHEETS 40 & 41 FOR HANDRAIL DETAILS
SEE SHEETS 42 & 43 FOR TOEBOARD DETAILS.
ALL HANDRAIL SUPPORT BRACKET HOLES ARE
TO BE FIELD LOCATED AFTER HANDRAIL
FABRICATION IS COMPLETE. CENTER THE
BRACKETS ABOVE THE WEB OF THE BEAM. SEE
BEAM DETAILS FOR HOLE SIZING AND
APPROXIMATE LOCATIONS.
ENSURE NO OPENINGS IN THE HANDRAIL ARE
GREATER THAN 12 INCHES.
SECURE HANDRAIL IN SUPPORT BRACKET USING
SET SCREWS. IF NECESSARY, SETSCREWS MAY
BE REPLACED WITH LONGER SCREWS.
ENSURE TOEBOARDS ARE INSTALLED SUCH
THAT THERE ARE NO OPENINGS GREATER THAN
1/4 INCHES (BELOW OR ON THE SIDES). TRIM
TOEBOARDS AS REQUIRED.
INSTALL A SPRING-CLOSE SAFETY GATE (PIECE
34) IN THE OPENING AT THE TOP OF THE LADDER.
THE TOP OF THE GATE SHALL BE EVEN WITH THE
TOP OF THE HANDRAIL AND IT SHALL SWING
INTO THE PLATFORM (AWAY FROM THE LADDER).
ALL HANDRAIL SECTIONS ARE DESIGNED TO BE
REMOVABLE. NOTE: FALL PROTECTION IS
REQUIRED IF ANY SECTIONS ARE REMOVED.
1.
2.
3.
4.
5.
6.
7.
8.
COLUMN 3 NOT SHOWN
N
H2
H3
H3
H4 H4
H8
H6H9
H5
H1
H7
LADDER
2 1
HANDRAIL BRACKET CONNECTIONS
TYPICAL
5/16" DIA
GRADE 5
BOLTS - 1" LONG
TYPICAL
(2 LOCATIONS
PER BRACKET)
CENTER
BRACKETS
ABOVE WEB
OF BEAM
3/8" DIA GRADE 5
BOLTS - 1 1/4" LONG
TYPICAL
(4 LOCATIONS
PER BRACKET)
HANDRAIL NOT SHOWN
FOR CLARITY
H1 H1
TB7
REV
SHEET
DWG NO.SIZE
SCALE OF
78 56
78 56
NONE
D
C
B
A
D
C
B
A
CRANE…
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