DMD_Engineered_Drawings.pdf

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Attached to: Prefabricated Tower Structures
Solicitation number: N39040-16-R-0012
Issued by: Department of the Navy Naval Sea Systems Command

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2345678

2380.3

2380.2

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S/99

C/138

DISTRIBUTION STATEMENT D:

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT OF DEFENCE AND U.S. DoD

CONTRACTORS ONLY FOR ADMINISTRATIVE OR OPERATIONAL USE JUNE 2010. OTHER

REQUESTS SHALL BE REFERRED TO PUGET SOUND NAVAL SHIPYARD & IMF

FOR OFFICIAL USE ONLY

2345678 1

NONE

D ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

2301-3725

FSR 2310-1896A

M. DEKKER 10/12/10

10/12/10M. DEKKER

10/21/11

K. NELSON 02/18/11

O R

REV

E S

A T

O R

O N

U M

B E

P R

I S

S U

E R

E C

O R

DATE

SHOP/

C O

D E

/P H

O N

S. FINK

DESCRIPTION APPROVEDSYM DATEBY CHECKED S

PANEL

REVISION

CONCURRENCE

THIS DOCUMENT COMPLIES WITH NAVSEA 08 DOCUMENTS HEREIN

AND DOES NOT VIOLATE APPLICABLE NAVSEA REQUIREMENTS.

NO DEVIATION SHALL BE MADE WITHOUT CODE 2380 APPROVAL

PUGET SOUND NAVAL SHIPYARD & IMF

NUCLEAR ENGINEERING AND PLANNING DEPT. C/2300

NUCLEAR FACILITIES & WASTE MANAGEMENT DIVISION C/2380

APPROVAL

SIGNATURE DATE

APPROVED

CHECKED

DRAWN

DESIGNED

AUTHORITY:

TITLE:

SIZE: DWG. NO.

SCALE:

REV:

CODE

SIGN

DATE

CODE

SIGN

DATE

SHEET OF

CODE 2310

D. TAYLOR

02/18/11

CODE 106

L. HSU

02/18/11

PNSY CODE 2320

K. PARKS

02/18/11

TABLE OF CONTENTS:

SHEET 1: GENERAL NOTES

SHEET 2: LIST OF MATERIAL

SHEET 3: STRUCTURAL FRAMING

SHEET 4: SHEETING AND WALL PANELS

SHEET 5: FLOOR AND WALL ATTACHMENTS

SHEET 6: WORK PLATFORM AND STAIR LAYOUT

SHEET 7: STAIR AND CASK CHOCK DETAILS

SHEET 8: WORK PLATFORM SECTION #1

SHEET 9: WORK PLATFORM SECTION #2

SHEET 10: WORK PLATFORM SECTION #3

SHEET 11: WORK PLATFORM SECTION #4

GENERAL NOTES:

GENERAL:

G1. THIS DRAWING PROVIDES DETAILS FOR FABRICATION OF THE 01 LEVEL AS

PART OF THE CORPORATE MULTI-CLASS DMD COMPLEX. THE ENCLOSURE

FABRICATED PER THIS DRAWING WILL BE ATTACHED TO OTHER PORTIONS OF

THE FACILITY PER REFERENCE 2.

G2. ORIGINS OF AUXILIARY VIEWS ARE SHOWN IN PARENTHESIS BESIDE THE TITLE.

G3. WHERE MIL-SPECS OR STANDARDS ARE NOTED ON THIS DRAWING, THE LATEST

REVISION SHALL BE IN EFFECT UNLESS ADHERENCE TO A DEFINITE REVISION

IS NECESSARY AND IS SPECIFIED.

DESIGN:

D1. LOADING:

A. UNLESS OTHERWISE SPECIFIED, THE FLOOR LIVE LOAD DESIGN CAPACITY

IS 100 PSF.

B. ALLOWABLE STRENGTH DESIGN (ASD) LOAD CASES WERE USED IN THE

DESIGN OF THIS STRUCTURE.

D2. THE ESTIMATED WEIGHT OF THE 01 LEVEL ENCLOSURE IS 32,000 LBS.

MATERIAL:

M1. NO SUBSTITUTION FOR MATERIAL IN THE DRAWING IS AUTHORIZED WITHOUT

WRITTEN AUTHORIZATION FROM PSNS ENGINEERING POINT OF CONTACT.

M2. MATERIAL QUANTITIES GIVEN ON LIST OF MATERIAL ARE FOR INFORMATION

ONLY. THE CONTRACTOR SHALL DETERMINE ACTUAL QUANTITIES REQUIRED.

M3. ALL MATERIALS SHALL BE MERCURY-FREE AND FASTENERS SHALL NOT BE

CADMIUM PLATED.

FABRICATION:

F1. DIMENSIONAL REQUIREMENTS AND INFORMATION:

A. DIMENSIONS UP TO AND INCLUDING 72” ARE SHOWN IN INCHES AND

COMMON FRACTIONS. DIMENSIONS OVER 72” ARE SHOWN IN FEET,

INCHES AND COMMON FRACTIONS.

B. MANUFACTURING TOLERANCES ARE AS FOLLOWS, UNLESS SPECIFICALLY

STATED OTHERWISE:

+/- .030” FOR ALL MACHINED SURFACES

+/- 1/16” FOR ALL DIMENSIONS FROM 0” TO 12”

+/- 1/8" FOR ALL DIMENSIONS GREATER THAN 12”

+/- 1 DEGREE FOR ALL ANGLES

C. DIMENSIONS SHOWN IN PARENTHESIS, OR WITH “REF”, ARE PROVIDED

FOR INFORMATION OR GUIDANCE TO THE SHOP. ACTUAL DIMENSIONS

SHALL BE BASED ON FIELD FIT OF THE PART BEING ASSEMBLED.

F2. SIMILAR CONSTRUCTION DETAILS AND WELDS ARE TO BE USED FOR SIMILAR

ITEMS.

F3. BREAK ALL SHARP EDGES TO A 1/32” CHAMFER (MINIMUM) AND REMOVE ALL

BURRS AND WELD SPATTER.

F4. CAP ALL OPEN TUBE ENDS WITH SHEET OR PLATE MATCHING TUBE MATERIAL

AND OF THE SAME THICKNESS OR GREATER.

F5. FLOOR SHEETS (PIECE S-3A):

A. FLOOR CAN BE MADE UP OF MULTIPLE SHEETS JOINED PER NOTE W3.

B. FLOOR SHEET ATTACHMENT WELDS TO FLOOR STIFFENERS ARE TO BE

2”-12” INTERMITTENT AND STAGGERED.

C. TACK FLOOR PLATES TO FLOOR STIFFENERS PRIOR TO PERFORMING FULL

LENGTH BUTT WELDS TO MINIMIZE DISTORTION.

F6. WALL PANELS (PIECE M-3):

THE WALL PANELS PROVIDED SHALL BE ONE-PIECE, FACTORY POLYURETHANE

INSULATED WITH STEEL FACES. THE PANELS SHALL BE NOMINALLY TWO

INCHES THICK AND HAVE 42” COVERAGE. THE SIDE JOINTS SHALL BE TONGUE

AND GROOVE. THE EXTERIOR PANEL FACE SHALL BE 24 GAUGE GALVANIZED

STEEL CONFORMING TO ASME A446 WITH G90 GALVANIZING AND COATED WITH

THE MANUFACTURER’S STANDARD PAINT FINISH – COLOR SHALL BE WHITE.

THE INTERIOR FACE SHALL BE 24 GAUGE 300 SERIES STAINLESS STEEL. THE

PANELS SHALL BE KINGSPAN 200 SERIES OR EQUAL.

F7. DOORS (PIECE M-4):

A. VERIFY DOOR JAMB OUTER DIMENSIONS PRIOR TO CUTTING/INSTALLING

PC’S: B-2A , B-2B, T-2I, T-2J, T-2K, T-2L OR T-2N. SEE SECTIONS: 27B, 28B,

29B, 30B1, 31B AND 32B FOR INSTALLATION DETAILS.

B. DOOR SPECIFICATIONS:

TYPE: PRE-HUNG DOUBLE DOOR, FLUSH TO EXTERIOR WITH NO CENTER

POST

OVERALL FRAME HEIGHT: 6’ – 10”

OVERALL FRAME WIDTH: 6’ – 4”

OVERALL FRAME DEPTH: 4 ¾”

DOOR JAMB MATERIAL: 16 GAUGE, STAINLESS STEEL, ASTM A240 TYPE 304

DOOR MATERIAL: 16 GAUGE, STAINLESS STEEL, ASTM A240 TYPE 304

INCLUDED INSTALLED HARDWARE: STAINLESS HINGES, LOCKSET, FLOOR

THRESHOLD, DOOR CLOSERS WITH HOLD OPEN, DOOR BOTTOM

SEAL, DOOR GASKET

LOCKSET: CRASH BAR TYPE WITH BRUSH GUARD, BLANK ON EXTERIOR

F8. SHIELD PLATE COVER (PIECE S-4J):

A. COVER ALL EXPOSED SURFACES OF SHIELD PLATE (S-1B) WITH 24 GAUGE

STAINLESS STEEL (S-4J).

B. HEM EDGES ½”

C. FOR SEAMS OVERLAP AND CAULK PER NOTE F10.

D. ADHERE SHEET METAL TO STEEL PLATE USING HIGH STRENGTH FOAM TAPE

(3M TYPE 06382 OR SIMILAR).

F9. LINEAR ACTUATORS (PIECE M-9 AND M-10):

INSTALL WITH THE FOLLOWING OPTIONS: INLINE BRACKET AND BUILT-IN

ADJUSTABLE LIMIT SWITCH.

F10. AT FINAL ASSEMBLY, CAULK ALL SHEET METAL SEAMS AND ALL EXTERIOR

STITCH WELDED SEAMS. IN ADDITION, THE SYMBOL THROUGH-OUT THE

DRAWING INDICATES THAT CAULKING IS REQUIRED ALONG SPECIFIED SEAM OR

EDGE.

F11. AT THE COMPLETION OF MANUFACTURE, WEIGH THE ENCLOSURE AND PAINT

OR STENCIL THE FOLLOWING INFORMATION ON BOTH SIDES OF THE

ENCLOSURE IN APPROXIMATELY 2” TALL BOLD, BLACK LETTERS:

CMC DMD 01 LEVEL

DWG: 2301-3725

WEIGHT: # # # # LBS

F12. INSULATION GAPS REFERRING TO THIS NOTE ARE NECESSARY FOR

INSTALLATION OF ELECTRICAL CONDUIT. SEE REFERENCE 3 FOR ELECTRICAL

INSTALLATION.

F13. HANDRAILS: HANDRAILS SHALL BE DIMENSIONED IN ACCORDANCE WITH

29CFR 1910.23(E) USING 1 ½” SCHEDULE 40 PIPE (PIECE P-1) AND A 4” X ¼”

FLATBAR FOR THE TOE BOARD (PIECE B-7). THE LOM PROVIDES AN ESTIMATE

OF THE QUANTITY, IN LINEAR FEET, OF PIECES P-1 REQUIRED FOR THE

VARIOUS HANDRAIL SECTIONS. QUANTITY MAY VARY DEPENDING ON

CONSTRUCTION TECHNIQUE.

PAINTING:

P1. PAINT SHALL NOT CONTAIN LEAD, CHROMATES, OF OTHER HEAVY METALS.

PAINT SHALL BE SUITABLE FOR MARINE INDUSTRY USE SUBJECT TO EXTREME

MOISTURE, HUMIDITY AND CORROSIVE ENVIRONMENTAL CONDITIONS. PRIOR

TO PAINTING, PROVIDE THE PAINT MANUFACTURER’S INFORMATION, FORMULA,

AND MATERIAL SAFETY DATA SHEETS TO USER ACTIVITY FOR RECORDS.

P2. PAINT ALL CARBON STEEL SURFACES WITH EPOXY POLYAMIDE PAINT PER MIL-

DTL-24441 AS SPECIFIED BELOW:

PRIMER: GREEN, FORMULA 150, TYPE III, MIL-DTL-24441/20A

SECOND COAT: WHITE, FORMULA 152, TYPE III, MIL-DTL-24441/22A

TOP COAT: HAZE GRAY, FORMULA 151, TYPE III, MIL-DTL-24441/21A

P3. TOUCH UP PAINT WITH SIMILAR COLOR AS REQUIRED.

P4. DO NOT BLAST OR PAINT STAINLESS STEEL OR ALUMINUM.

WELDING:

W1. INITIAL CONSTRUCTION STRUCTURAL WELDS AND VISUAL INSPECTIONS SHALL

BE IN ACCORDANCE WITH REFERENCE 1. ALL SUBSEQUENT WELDS AND

MODIFICATIONS PERFORMED AT PSNS&IMF WILL BE PER WP-FAC. WHERE

NECESSARY, CORNERS MAY BE CHAMFERED TO CLEAR FILLETS OF

PREVIOUSLY DEPOSITED WELDS. CLOSE THESE CHAMFERS BY WELDING

WHERE POSSIBLE. WELDS MAY BE GROUND FLAT TO ALLOW FOR PROPER FIT-

UP OF OTHER PIECES. SEQUENCE THE WELDING OF MATERIAL TO MINIMIZE

DISTORTION. VISUALLY INSPECT ALL COMPLETED WELDS FOR SIZE,

COMPLETENESS, AND TO ENSURE THEY ARE FREE OF CRACKS. ENSURE ALL

WELDS ARE FREE OF SURFACE DEFECTS SUCH AS POROSITY, SLAG, CRATERS,

TOOL MARKS, ARC STRIKES, FLUX AND WELD SPATTER.

W2. STAINLESS STEEL WELDS AND BIMETALLIC WELDS BETWEEN STAINLESS STEEL

AND CARBON STEEL IN THIS DRAWING ARE NON-STRUCTURAL. BASE METAL

TYPE FOR THESE WELDS IS A DEVIATION FROM REFERENCE 1. BASED ON

ENGINEERING EVALUATION, AN APPROVED WELDING PROCEDURE IS NOT

REQUIRED. FOR TYPE 304 TO 304, USE TYPE 308 FILLER METAL, FOR TYPE 304

STAINLESS STEEL TO A36 CARBON STEEL, USE TYPE 309 FILLER METAL.

ACCEPTANCE CRITERIA OF NOTE W1 APPLY.

W3. WHEN MATERIAL SIZE, LENGTH OR SHAPE IS NOT AVAILABLE PER THIS

DRAWING, THE SHOP MAY SPLICE SMALLER PIECES OF THE REQUIRED

MATERIAL TOGETHER AS REQUIRED USING 100% EFFICIENT FULL

PENETRATION WELDS.

W4. WELD SIZES SHOWN ARE MINIMUM.

W5. UNLESS OTHERWISE STATED, JOIN INTERSECTING/MATING STRUCTURAL

MEMBERS WITH A 3/16” (MIN) FILLET, (3/16”) FLARE BEVEL OR FULL JOINT

PENETRATING BEVEL WELD. UNLESS OTHERWISE STATED, ALL WELDS ARE TO

BE CONTINUOUS ON ALL SIDES.

TESTING AND INSPECTION:

T1. INSPECT AND TEST WELDS:

A. VISUALLY INSPECT THE WELDS INDICATED BY “NDT” IN SECTION 20D PER

REFERENCE 1, ANSI/AWS D1.1. VERIFY WELDS ARE THE REQUIRED SIZE.

VERIFY WELDS ARE FREE OF DEFECTS SUCH AS CRACKS, INCOMPLETE

FUSION, SLAG, INCLUSION, AND UNDERCUT. CERTIFIED REPORT REQUIRED

WITH REFERENCE TO THE REQUIREMENTS, EXTENT AND THE RESULTS OF

THE INSPECTION.

B. MT INSPECT ACCESSIBLE PORTIONS OF THE WELDS INDICATED BY “NDT” IN

SECTION 20D TO VERIFY NO DEFECTS. CERTIFIED REPORT REQUIRED. MT

INSPECT PER NAVSEA TECH PUBLICATION T9074-AS-GIB-010/271.

ACCEPTANCE CRITERIA ARE PER MIL-STD-2035 FOR WROUGHT MATERIAL,

CLASS 3 FOR WELDS. DEFECT REMOVAL SHALL BE WITHIN DIMENSIONAL

TOLERANCES OF THIS DRAWING, BLENDED WITH A 3:1 TAPER. CERTIFIED

REPORT REQUIRED WITH REFERENCE TO THE REQUIREMENTS, EXTENT

AND THE RESULTS OF THE INSPECTION.

C. IF DEFECTS ARE NOTED THAT REQUIRE REMOVAL OF MATERIAL BEYOND

DIMENSIONAL LIMITS OF THIS DRAWING FOLLOWING TESTING, REPAIR, AS

REQUIRED AND REPERFORM ALL INSPECTION AND TESTING.

REFERENCES:

1. AWS D1.1

2. RESERVED 2301-3724 - CORPORATE MULTI-CLASS DMD ARRANGEMENT

3. PSNS DWG 2301-3732 - CORPORATE MULTI-CLASS DMD SERVICES

ITEMS EDITTED IN RED TEXT ARE

SPECIFIC ALTERATIONS REQUESTED BY

PORTSMOUTH NAVAL SHIPYARD

daniel.wry Typewritten Text

(SEE NOTE F7B CONTINUED BELOW)

daniel.wry Typewritten Text F7B CONTINUED - ONLY SIDE DOORS HAVE EXTERIOR BLANK. LOCKSET FOR END DOORS IS TO BE CRASH BAR TYPE WITH BRUSH GUARD AND EXTERIOR NON-LOCKING LEVER TYPE HANDLE

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

2301-3725

10111213141516 9

PC# QTY MATERIAL MATERIAL SPEC. PANEL REMARK PC# QTY MATERIAL MATERIAL SPEC. PANEL REMARK

T- TUBING S-11A 2 SHEET, 1/8" THK 25" X 65 5/8" ALUMINUM ALLOY 6061-T6 48-D SEE DET 48D

T-1A 4 TUBING, SQ. HSS 5" x 5" x 5/16" 10' - 11 7/8" LG. STEEL ASTM A500, GR.B 17-D S-11B 2 SHEET, 1/8" THK 9" X 9" ALUMINUM ALLOY 6061-T6 48-D SEE DET 44B

T-1B 4 TUBING, SQ. HSS 5" x 5" x 5/16" 11' - 4 1/2" LG. STEEL ASTM A500, GR.B 19-D S-11C 2 SHEET, 1/8" THK 4" X APPROX 23 1/4" ALUMINUM ALLOY 6061-T6 48-D SEE DET 44B

T-2A 8 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 7' - 10" LG. STEEL ASTM A500, GR.B 24-D S-12 4 PLATE, 1/2" THK 2 1/2" X 6" ALUMINUM ALLOY 6061-T6 46-D SEE DET 44A

T-2B 8 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 7' - 7" LG. STEEL ASTM A500, GR.B 24-D

T-2C 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 7' - 10" LG. STEEL ASTM A500, GR.B 22-D B- BAR

T-2D 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 5' - 1" LG. STEEL ASTM A500, GR.B 22-D B-1 AR FLAT BAR, 1/8" THK X 2 1/2" WIDE APPROX. 105' REQUIRED STEEL ASTM A36 26-D SEE NOTE W3

T-2E 4 TUBING, SQ. HSS 3" X 3" X 3/16" 10' - 7 1/2" LG. STEEL ASTM A500, GR.B 21-D B-2A 6 FLAT BAR, 1/4" THK X 5" WIDE APPROX. 6' - 10 1/2" STEEL ASTM A36 30-B SEE NOTE F7A

T-2F 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 8' - 6" LG. STEEL ASTM A500, GR.B 21-D B-2B 3 FLAT BAR, 1/4" THK X 5" WIDE APPROX. 6' - 4 1/2" STEEL ASTM A36 29-B SEE NOTE F7A

T-2G 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 6' - 1" LG. STEEL ASTM A500, GR.B 21-D B-2C 2 FLAT BAR, 1/4" THK X 5" WIDE 14' - 6" LG STEEL ASTM A36 27-A COPE AROUND BRACING AS NECESSARY

T-2H 8 TUBING, SQ. HSS 3" X 3" X 3/16" 11' - 5" LG. STEEL ASTM A500, GR.B 23-D B-3A 14 FLAT BAR, 1/4" THK X 4" WIDE 10' - 7 5/16" LG STEEL ASTM A36 28-D COPE AROUND BRACING AS NECESSARY

T-2I 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 4' - 4" LG. STEEL ASTM A500, GR.B 24-B B-3B 6 FLAT BAR, 1/4" THK X 4" WIDE 10" LG STEEL ASTM A36 38-C

T-2J 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 4' - 6" LG. STEEL ASTM A500, GR.B 24-B B-4A AR FLAT BAR, 1/4" THK X 4" WIDE APPROX. 100' REQUIRED STAINLESS ASTM A240, TYPE 304 25-A SEE NOTE W3

T-2K 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 32" LG. STEEL ASTM A500, GR.B 24-A B-5A 4 FLAT BAR, 1/8" THK X 1" WIDE 11' - 0" LG STEEL ASTM A36 38-D

T-2L 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 5' - 6" LG. STEEL ASTM A500, GR.B 24-A B-6A 6 FLAT BAR, 1/4" THK X 2 1/2" WIDE 7 15/16" ALUMINUM ALLOY 6061-T6 49-C

T-2M 3 TUBING, SQ. HSS 3" X 3" X 3/16" 11' - 2" LG. STEEL ASTM A500, GR.B 17-D B-6B 4 FLAT BAR, 1/4" THK X 2 1/2" WIDE 6 5/16" ALUMINUM ALLOY 6061-T6 49-C

T-2N 2 TUBING, SQ. HSS 3" X 3" X 3/16" 6' - 10 7/16" LG STEEL ASTM A500, GR.B 24-A SEE NOTE F7A B-6C 4 FLAT BAR, 1/4" THK X 2 1/2" WIDE 12 1/2" ALUMINUM ALLOY 6061-T6 49-C

T-2O 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 8' LG. STEEL ASTM A500, GR.B 22-B B-6D 4 FLAT BAR, 1/4" THK X 2 1/2" WIDE 18 1/16" ALUMINUM ALLOY 6061-T6 53-D

T-2P 2 TUBING, SQ. HSS 3" X 3" X 3/16" APPROX 7' - 5" LG. STEEL ASTM A500, GR.B 21-D B-7A 1 FLAT BAR, 1/4" THK X 4" WIDE 32" ALUMINUM ALLOY 6061-T6 53-D

T-3A 4 TUBING, RECT. HSS 6" X 4" X 3/8" 11' - 5" LG. STEEL ASTM A500, GR.B 18-C B-7B 1 FLAT BAR, 1/4" THK X 4" WIDE 39" ALUMINUM ALLOY 6061-T6 43-A

T-3B 2 TUBING, RECT. HSS 6" X 4" X 3/8" 15' - 2" LG. STEEL ASTM A500, GR.B 17-C B-7C 3 FLAT BAR, 1/4" THK X 4" WIDE 26" ALUMINUM ALLOY 6061-T6 42-A

T-3C 2 TUBING, RECT. HSS 6" X 4" X 3/8" 16' - 6" LG. STEEL ASTM A500, GR.B 19-D B-8 4 FLAT BAR, 3" THK X 3" WIDE 3" LG STEEL ASTM A36 20-C SEE SECT 17A2, T-4A 2 TUBING, RECT. HSS 5" X 3" X 1/8" 10' - 1" LG. STEEL ASTM A500, GR.B 18-D B-9 4 ROUND BAR, 5/16" DIA 3" LG ALUMINUM ALLOY 6061-T6 49-D BEND PER ELEV 51A

T-5A 4 TUBING, RECT. HSS 6" X 3" X 1/4" 11' - 2" LG. STEEL ASTM A500, GR.B 18-C

T-5B 17 TUBING, RECT. HSS 6" X 3" X 1/4" 11' - 4" LG. STEEL ASTM A500, GR.B 17-C C- CHANNEL

T-5C 2 TUBING, RECT. HSS 6" X 3" X 1/4" 20 5/8" LG. STEEL ASTM A500, GR.B 17-C C-1A 2 CHANNEL, STRUCTURAL, 10" X 2.60" X 0.240 WEB APPROX. 7' - 1" LG ALUMINUM ALLOY 6061-T6 50-D

T-5D 2 TUBING, RECT. HSS 6" X 3" X 1/4" 45" LG. STEEL ASTM A500, GR.B 19-D C-1B 2 CHANNEL, STRUCTURAL, 10" X 2.60" X 0.240 WEB APPROX. 8' - 1" LG ALUMINUM ALLOY 6061-T6 52-D

T-5E 3 TUBING, RECT. HSS 6" X 3" X 1/4" 10' - 7 1/2" LG. STEEL ASTM A500, GR.B 19-D C-1C 2 CHANNEL, STRUCTURAL, 10" X 2.60" X 0.240 WEB APPROX. 1' - 10" LG ALUMINUM ALLOY 6061-T6 53-D

T-5F 4 TUBING, RECT. HSS 6" X 3" X 1/4" 10' - 5 1/2" LG. STEEL ASTM A500, GR.B 19-D

T-6 AR TUBING, RECT. HSS 4" X 2" X 1/8" APPROX. 14' REQUIRED STAINLESS ASTM A240, TYPE 304 54-B SEE DET 54A F- FASTENER

T-7 AR TUBING, RECT. HSS 1 1/2" X 1 1/2" X 1/8" APPROX 92' REQUIRED STAINLESS ASTM A240, TYPE 304 59-D F-1 86 SCREW, PANCAKE HEAD, SELF-DRILLING, 1/4"-14 4" LG STEEL - 29-C CONCEALOR 14400SPC3CSTS OR EQ.

T-8 AR TUBING, RECT. HSS 4" X 3" X 1/4" APPROX. 116' REQUIRED STAINLESS ASTM A240, TYPE 304 57-C F-2 86 SCREW, HEX HEAD, SELF-TAPPING, W/ SEALER WASHER, 1/4"-14 7/8" LG STAINLESS - 31-C MCMASTER-CARR: 95135A615 OR EQ

F-3 250 RIVET, 1/8" DIA, 1/16" - 1/8" MATERIAL THICKNESS STAINLESS - 28-C MCMASTER-CARR: 97525A615 OR EQ

P- PIPE F-3A 32 BOLT, HEX HEAD, 3/4"-10 1 1/4" LG. STEEL ASTM 325 28-D MCMASTER-CARR: 92865A837 OR EQ

P-1 AR PIPE, 1 1/2" SCH 40 ( 1.90" OD , 0.145" WALL) APPROX. 160' REQUIRED ALUMINUM ALLOY 6063 50-D HANDRAIL MATERIAL, SEE NOTE W3 F-3B 32 WASHER, FLAT, 3/4" STEEL - 28-D MCMASTER-CARR: 98038A274 OR EQ

F-4 46 SCREW, FLAT SOCKET HEAD, 1/4"-28 (82° HEAD ANGLE) 5/8" LG STAINLESS - 27-B ALSO SEE 49-D & 59-D, MCMASTER-CARR: 92210A332 OR EQ

A- ANGLE F-5A 50 BOLT, HEX HEAD, 1/2"-20 1 1/2" LG STAINLESS - 50-C MCMASTER-CARR: 92240A435 OR EQ

A-1A 1 ANGLE, 1 1/2" X 1 1/2" X 3/16" 10' - 2" LG STEEL ASTM A36 27-A F-5B 4 NUT, NYLOCK, 1/2"-20 STAINLESS - 50-C MCMASTER-CARR: 90715A170 OR EQ

A-1B 1 ANGLE, 1 1/2" X 1 1/2" X 3/16" 10' - 11" LG STEEL ASTM A36 29-C F-5C 16 BOLT, HEX HEAD, 1/2"-20 2 3/4" LG STAINLESS - 54-B MCMASTER-CARR: 92198A440 OR EQ

A-2A 2 ANGLE, 1 1/2" X 1 1/2" X 1/8" 66" LG STEEL ASTM A36 28-A F-5D 60 FLAT WASHER, 1/2" STAINLESS - 54-B MCMASTER-CARR: 98125A443 OR EQ

A-2B 8 ANGLE, 1 1/2" X 1 1/2" X 1/8" 54" LG STEEL ASTM A36 30-A F-6A 32 BOLT, HEX HEAD, 3/8"-24 1" LG STAINLESS - 60-C MCMASTER-CARR: 92240A354 OR EQ

A-2C 4 ANGLE, 1 1/2" X 1 1/2" X 1/8" 42" LG STEEL ASTM A36 28-A F-6B 32 LOCK WASHER, 3/8" STAINLESS - 60-C MCMASTER-CARR: 92146A031 OR EQ

A-2D 4 ANGLE, 1 1/2" X 1 1/2" X 1/8" 30" LG STEEL ASTM A36 29-A F-6C 32 FLAT WASHER, 3/8" STAINLESS - 60-C MCMASTER-CARR: 98370A019 OR EQ

A-2E 4 ANGLE, 1 1/2" X 1 1/2" X 1/8" 16" LG STEEL ASTM A36 32-A F-7A 8 SHOULDER SCREW, 5/8"-11 UNC, SHOULDER DIA: 3/4" X 3 1/4" LG STEEL - 59-B MCMASTER-CARR: 91259A848 OR EQ

A-3A 4 ANGLE, 2" X 2" X 1/4" 2" LG STAINLESS ASTM A240, TYPE 304 37-D F-7B 2 SHOULDER SCREW, 5/8"-11 UNC, SHOULDER DIA: 3/4" X 6 1/2" LG STEEL - 65-C MCMASTER-CARR: 91259A864 OR EQ

A-4A 2 ANGLE, 1 1/2" X 3" X 1/4" 32" LG STEEL ASTM A36 38-D F-7C 12 WASHER, FLAT 0.76" ID, 1.32" OD, 0.08" THK STAINLESS - 59-B MCMASTER-CARR: 98017A220 OR EQ

A-5 1 ANGLE, 2" X 2" X 1/4" 36" LG ALUMINUM ALLOY 6061-T6 53-D F-7D 2 NUT, NYLOCK, 5/8"-11 STAINLESS - 65-C MCMASTER-CARR: 91831A144 OR EQ

A-6A 10 ANGLE, 1 1/2" X 1 1/2" X 1/4" 6" LG STEEL ASTM A36 60-B F-8A 4 SHOULDER SCREW, 3/8"-16 UNC, SHOULDER DIA: 1/2" X 5/8" LG STEEL - 58-B MCMASTER-CARR: 91264A621 OR EQ

A-6B 6 ANGLE, 1 1/2" X 1 1/2" X 1/4" 10' - 3 1/2" LG STEEL ASTM A36 38-C F-8B 4 WASHER, FLAT 0.53" ID, 1.00" OD, APPROX 0.10" THK STAINLESS - 58-B MCMASTER-CARR: 92217A540 OR EQ

F-9A 48 SADDLE CLIP FOR BAR GRATING STAINLESS - 38-C MCMASTER-CARR: 6268T41 OR EQ

S- SHEET OR PLATE F-9B 56 SCREW, HEX HEAD, 1/4"-20 2 3/4" LG STAINLESS - 38-C MCMASTER-CARR: 92198A553 OR EQ

S-1A 1 PLATE, 2" THK 11' - 2" X 60" STEEL ASTM A36 17-D F-9C 64 WASHER, FLAT 1/4" STAINLESS - 38-C MCMASTER-CARR: 90313A203 OR EQ

S-1B 1 PLATE, 2" THK 6' X 54" STEEL ASTM A36 18-C F-9D 8 NUT, NYLOCK, 1/4"-20 STAINLESS - 44-B

S-2A 4 PLATE, 3/4" THK 6 3/4" X 7 1/4" STEEL ASTM A36 20-C

S-2B 4 PLATE, 3/4" THK 6 3/4" X 6 1/2" STEEL ASTM A36 19-D

S-3A 1 PLATE, 3/16" THK 39' - 5" X 15' - 6" STAINLESS ASTM A240, TYPE 304 25-A SEE NOTE F5 M- MISCELLANEOUS

S-3B 2 PLATE, 3/16" THK 10" X 14' - 7" STAINLESS ASTM A240, TYPE 304 20-D M-1 8 CLAMP CONNECTOR GALV. STL 27-D TANDEMLOC: K08A00A-2GA

S-3C 1 PLATE, 3/16" THK 45" X 11' - 1 1/2" STAINLESS ASTM A240, TYPE 304 36-C M-2A 2 CORNER FITTING, BOTTOM LEFT STEEL ISO 1161 20-C TANDEMLOC: 243000C-BL

S-3D 4 PLATE, 3/16" THK 12" X 16" STAINLESS ASTM A240, TYPE 304 54-B BEND PER DET 54A M-2B 2 CORNER FITTING, BOTTOM RIGHT STEEL ISO 1161 19-C TANDEMLOC: 243000C-BR

S-3E 1 PLATE, 3/16" THK 11' - 1 1/2" X 60" STAINLESS ASTM A240, TYPE 304 57-D M-3 28 INSULATED WALL PANEL, 2" THK, 10' - 8 1/2" LG - - 27-C SEE NOTE F6

S-3F 2 PLATE, 3/16" THK 8' - 6 1/2" x 36" STAINLESS ASTM A240, TYPE 304 65-D M-4 3 DOOR ASSEMBLY, PAIR, 6'-4" W X 6' - 10" H X 4 3/4" D (OVERALL) STAINLESS ASTM A240, TYPE 304 26-D SEE NOTE F7

S-3G 1 PLATE, 3/16" THK 60" X 24" STAINLESS ASTM A240, TYPE 304 74-D M-5 AR BULB SEAL, 3/8" DIA BULB, ATTACHES TO 1/8" EDGE, APPROX. 105' REQUIRED - - 26-D MCMASTER-CARR: 1120A212 OR EQ

S-3H 1 PLATE, 3/16" THK 6' - 5 1/4" X 17 7/8" STAINLESS ASTM A240, TYPE 304 58-D M-6A 9 BAR GRATING, SWAGED, 2" X 3/16" @ 1 3/16" O.C. 65" X 33 7/16" ALUMINUM 40-C BARS RUNING LONG DIRECTION

S-3I 1 PLATE, 3/16" THK 6' - 5 1/4" X 17 7/8" STAINLESS ASTM A240, TYPE 304 58-D M-6B 3 BAR GRATING, SWAGED, 2" X 3/16" @ 1 3/16" O.C. 65" X 32 1/4" ALUMINUM 40-C BARS RUNING LONG DIRECTION

S-3J 1 PLATE, 3/16" THK 68 3/8" X 18 7/8" STAINLESS ASTM A240, TYPE 304 66-D M-7 8 HANDRAIL MOUNTING CLAMP ALUMINUM 42-A MCMASTER-CARR: 4698T166 OR EQ

S-3K 1 PLATE, 3/16" THK 68 3/8" X 22 1/4" STAINLESS ASTM A240, TYPE 304 66-D M-8 8 HINGE, SURFACE MOUNT, 3" X 3" X 0.090" THK STAINLESS - 59-D MCMASTER-CARR: 1624A73 OR EQ

S-3L 1 PLATE, 3/16" THK 60" X 17 7/16" STAINLESS ASTM A240, TYPE 304 74-D M-9 2 LINEAR ACTUATOR, 24 VDC, 1500# DYNAMIC CAP., INLINE BRACKET, 36" TRAVEL - - 58-B NOOK INDUSTRIES: CCHD-8579, SEE NOTE F9

S-3M 1 PLATE, 3/16" THK 62" X 15 3/4" STAINLESS ASTM A240, TYPE 304 74-D M-10 2 LINEAR ACTUATOR, 24 VDC, 1500# DYNAMIC CAP., INLINE BRACKET, 24" TRAVEL - - 66-C NOOK INDUSTRIES: CCHD-8578, SEE NOTE F9

S-3N 1 PLATE, 3/16" THK 68 3/8" X 18 7/8" STAINLESS ASTM A240, TYPE 304 81-D M-11A 4 SLIDE-BOLT SPRING SNAP, 3/8" SNAP OPENING BOTH ENDS, 3 1/2" LG STAINLESS - 49-D MCMASTER-CARR: 3901T31 OR EQ

S-3O 1 PLATE, 3/16" THK 70 1/4" X 21 13/16" STAINLESS ASTM A240, TYPE 304 81-D M-11B 2 CHAIN, STRAIGHT LINK, WELDED, APPROX. 1/4" MATERIAL DIA APPROX 36" LG STAINLESS - 49-D MCMASTER-CARR: 3618T15 OR EQ

S-3P AR PLATE, 3/16" THK 5" X 50' TOTAL LG STAINLESS ASTM A240, TYPE 304 59-D M-12A 4 CHANNEL STRUT, 1 5/8" X 1 5/8" 10' - 0" LG STAINLESS ASTM A240, TYPE 304 38-B MCMASTER-CARR: 33085T41 OR EQ

S-3Q 8 PLATE, 3/16" THK 4 3/4" X APPROX 7 3/4" STAINLESS ASTM A240, TYPE 304 59-D BEND PER DET 68B M-12B 4 CHANNEL STRUT, 1 5/8" X 1 5/8" 8' - 0" LG STAINLESS ASTM A240, TYPE 304 39-B MCMASTER-CARR: 33085T18 OR EQ

S-4A 4 SHEET, 24 GA, 10" X 10' - 2 3/8" STAINLESS ASTM A240, TYPE 304 25-D 1/2" HEMMED EDGES, BEND PER DET 28C M-13 2 WIRE ROPE LANYARD, 1/16" DIA x APPROX 12" LG STAINLESS ASTM A240, TYPE 304 44-B

S-4B 4 SHEET, 24 GA, 15" X 10' - 2 3/8" STAINLESS ASTM A240, TYPE 304 27-D 1/2" HEMMED EDGES ,14" FINISHED WIDTH M-14 2 TEST PLUG, 6" ID PIPE - - 44-B MCMASTER-CARR: 2613K56 OR EQ

S-4C 1 SHEET, 24 GA, 10" X 100' TOTAL LG STAINLESS ASTM A240, TYPE 304 27-D 1/2" HEMMED EDGES, BEND PER DET 32C2

S-4D 4 SHEET, 24 GA, 4" X 6' - 7 1/4" STAINLESS ASTM A240, TYPE 304 26-D 1/2" HEMMED EDGES, 3" FINISHED WIDTH

S-4E 1 SHEET, 24 GA, 4" X 10' - 5" STAINLESS ASTM A240, TYPE 304 25-D 1/2" HEMMED EDGES, 3" FINISHED WIDTH

S-4F 4 SHEET, 24 GA, 4" X 10' - 11" STAINLESS ASTM A240, TYPE 304 27-D 1/2" HEMMED EDGES, 3" FINISHED WIDTH

S-4G 2 SHEET, 24 GA, 4" X 6' - 5 1/2" STAINLESS ASTM A240, TYPE 304 25-B 1/2" HEMMED EDGES, 3" FINISHED WIDTH

S-4H 1 SHEET, 24 GA, 4" X 6' - 8 1/2" STAINLESS ASTM A240, TYPE 304 25-B 1/2" HEMMED EDGES, 3" FINISHED WIDTH

S-4I 4 SHEET, 24 GA, 4" X 33" STAINLESS ASTM A240, TYPE 304 26-D 1/2" HEMMED EDGES, 3" FINISHED WIDTH

S-4J AR SHEET, 24 GA, 54" X 12' - 6" TOTAL LG STAINLESS ASTM A240, TYPE 304 21-B SEE NOTE F8

S-5A 4 PLATE, 1/2" THK 4 1/2" X 7 3/4" STEEL ASTM A36 35-D SEE DET 34D2

S-5B 12 PLATE, 1/2" THK 2 1/2" X 5 3/4" STEEL ASTM A36 36-D SEE DET 34D1

S-5C 1 PLATE, 1/2" THK 2 1/2" X 5" STEEL ASTM A36 37-D SEE DET 38A

S-5D 6 PLATE, 1/2" THK 1 1/2" X 1 3/4" STEEL ASTM A36 58-B SEE DET 62A

S-5E 2 PLATE, 1/2" THK 2" X 5" STEEL ASTM A36 66-C

S-6A 8 PLATE, 3/4" THK 1 1/2" X 4" STAINLESS ASTM A240, TYPE 304 35-D SEE DET 33D1

S-6B 4 PLATE, 3/4" THK 7" X 4" STAINLESS ASTM A240, TYPE 304 54-B SEE DET 53A

S-7A 4 PLATE, 1" THK 1 1/2" X 1 3/4 STAINLESS ASTM A240, TYPE 304 35-D SEE DET 34C

S-7B 2 PLATE, 1" THK 4 1/2" X 7 3/4" STAINLESS ASTM A240, TYPE 304 36-D SEE DET 33D2

S-8 18 STAIR TREAD, TRACTION COATED, 1/4" THK 36" LG X APPROX. 20" ALUMINUM ALLOY 5052 50-D SLIPNOT COATING OR EQ, BEND PER DET 56C

S-9A 4 PLATE, 3/4" THK 12" X 12 3/8" UHMW-PE - 55-B SEE DET 56B, CUT FROM MCMASTER-CARR: 8752K316 OR EQ

S-9B 4 PLATE, 3/4" THK 12" X 4" UHMW-PE - 55-B SEE DET 56A, CUT FROM MCMASTER-CARR: 8752K316 OR EQ

LIST OF MATERIAL

DESCRIPTION AND SIZE

LIST OF MATERIAL

DESCRIPTION AND SIZE

1120A572, 3/4" DIA BULB

daniel.wry Line daniel.wry Line

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

2301-3725

T-1A

S-1A

T-3A

T-1B

T-3C

T-5B

S-2B

T-5C

T-3B

T-5A

T-5D

S-1B

M-2A

M-2B

22B 22B

19B 19B

18A2 18A2

17A2 17A2

11'-4 1/2"

63"

11'-10" 16'-0"

51 1/4"( )

SEE NOTE F7

9'-8 11/16"

45"

T-2I

T-2H TYP, 4 PER SIDE

T-2B TYP, 4 PER SIDE

T-2A TYP, 4 PER SIDE

T-1A TYP, 2 PER SIDE

T-2F T-2C

T-1B TYP, 2 PER SIDE

69 3/4"

39'-8"

T-6A

ALL DIAGONAL BRACING

FLUSH WITH OUTSIDE

TYP, ALLIGN MEMBER

CENTERLINES AS SHOWN

18B

PLANE OF

SYMMETRY

ELEVATION 24A (18C)

FRONT END

FRAME STRUCTURE

SECTION 22B (22C)

FLOOR LAYOUT

FRAME STRUCTURE

66" 60"

11'-2"

ELEVATION 22A (18C)

BACK END

FRAME STRUCTURE

45°APPROX

ISOMETRIC VIEW 18C

FRAME STRUCTURE24A

24A

22C

T-4A

22A

M-2B

T-1A

COPE T-3 TO SUIT

T-3A

DETAIL 19A (22C)

TYP BOTTOM CORNER

FRAME STRUCTURE

ELEVATION 22C (18C)

RIGHT SIDE

FRAME STRUCTURE

T-3A T-3B

T-5A

DETAIL 19A

37°APPROX

46°APPROX

43°APPROX

TYP 8 PLACES

EACH SIDE

T-5B

SECTION 18B (22B)

CASK CHOCK STIFFENER

FRAME STRUCTURE

SECTION 17A2 (22C)

FRONT END

FRAME STRUCTURE

T-2H

T-1B

S-2BSEE DET 18A1

SECTION 18A2 (22C)

INTERIOR COLUMN LKG UP

FRAME STRUCTURE

OUTSIDE EDGE OF S-2B

FLUSH WITH T-1B

T-2I

54°APPROX62°APPROX

ALL MEMBERS DETAILED ON THIS SHEET ARE

CONSIDERED STRUCTURAL. WELD PER NOTE W6.

3/4" 3/4"

36"

21B 21B

T-3BT-3A

T-1B

T-5A

SECTION 19B(22C)

INTERIOR COLUMN LKG DOWN

FRAME STRUCTURE

21A 21A NOTE: ALL DIAGONAL BRACING

IS FLUSH WITH OUTSIDE OF

COLUMNS/BUILDING ENVELOPE

T-5C

6'-4 1/2"

APPROX

SEE NOTE F7

6'-10 1/4"

APPROX

SEE NOTE F7

T-2G

T-2D

24 1/8" 23 5/8"

TYP

6 1/2"

6 3/4"

4 1/4"

R 1/2" TYP

O3/4"-10 UNC THRU, TYP

7 1/4"

6 3/4"

4 1/4"

R 1/2"

O3/4"-10 UNC THRU, TYP

36" TYP

T-5BT-5C

SECTION 20B (22B)

CASK SUPPORT STIFFENER

FRAME STRUCTURE

SECTION 17B (22C)

SIDE DOOR THRESHOLD BEAM

FRAME STRUCTURE

S-2A

SECTION 21A (22B)

EXTERIOR SHIELD WALL

FRAME STRUCTURE

T-3B

T-2G

M-2B

S-1A

T-5A

DETAIL 18A1 (18A2)

PC S-2B

SIDE CLAMP PLATE

DETAIL 17A1 (17A2)

PC S-2A

CORNER CLAMP PLATE

3/4" THK 3/4" THK

T-1B

T-2E

T-6A

COPE T-6A

AROUND T-2E

T-2F

T-2I

T-2M

6'-10 7/16"

APPROX

SEE NOTE F7

ALLIGN MEMBER

CENTERLINES AS SHOWN

T-2JS-2A

T-2I

T-2K

T-2L

T-2N

T-2M

57°APPROX 49°APPROX

65°APPROX

36°APPROX

6'-4 1/2"

APPROX

SEE NOTE F7

68 1/4"

PLANE OF

SYMMETRY

T-1A

S-2A

T-2O

S-2B

S-2ASEE DET 17A1

1 7/8"

GREATER EDGE DISTANCE

TOWARD ENDS OF BUILDING, TYP

1 3/8"

1 1/8"

1 3/8"

1 7/8"

PLANE OF

SYMMETRY

M-2A M-2B

M-2BM-2A

T-5A T-5A

20B

17B

12'-0"

37C 37C

60"

18192021222324

1718192021222324

SECTION 21B (22B)

INTERIOR SHIELD WALL

FRAME STRUCTURE

S-2A

20D

20D 6"

SECTION 20D (22C)

BOLTING BLOCK

ATTACHMENT

1 1/2"

O 1 1/16"

THRU HOLE

5/16 5/8 (5/16)

NDT, SEE NOTE T1

5/16 5/16

NDT, SEE NOTE T1

T-1A

T-2M S-2A

B-8

T-5F

B-8

S-1BCENTER ON T-5A

S-4JSEE NOTE F8

B-8

INSTALL CLAMP PLATES (S-2A AND S-2B) AFTER

RAISED FLOOR FRAMES (SHEET 5).

T-5E

S-1A

T-2ETYP, 2 PER SIDE

T-2P

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

2301-3725

30C

29A

DETAIL 27D

COPE S-4C AROUND

B-1 AND S-2

AS NECESSARY

S-4B

S-4A

M-4

S-4E

S-3B

S-4F

M-3

ISOMETRIC VIEW 26C

FLASHING AND SHEETING

32A

26A

DTL

25B

MEMBERS ATTACHED WITH FASTENERS ARE NOT

TO BE WELDED. WELD REMAINING UNSPECIFIED

ATTACHMENTS PER NOTE W5.

SEQUENCE AND COORDINATE INSTALLATION OF

FLASHING AND SHEETING (THIS SHEET) AND WALL/FLOOR

ATTACHMENTS (NEXT SHEET) AS NECESSARY.

28C 28C

30B230B2

32C2

SECTION 30B2 (30C)

TYP WALL PANEL AND FLASHING CONFIGURATION

(BRACING NOT SHOWN)

SECTION 28C(30C)

TYP CORNER LKG DOWN

FLASHING AND SHEETING

(BRACING NOT SHOWN)

1/8

TYP

1/8 2-6 2-6

28D 28D

32C1 32C1

1 3/16"

1/8 2-6

TYP

1/8 2-6

T-1B

T-3A

S-3A S-1A

1/2" TYP

4 1/2" TYP

F-1TYP SEE 29A & 32A

F-3

3" TYP

T-5A

M-3

1/8 2-6 1/8 2-6

A-1A A-1B

3" TYP

2" TYP

TYP, 12" SPACING

THRU HEM

F-2

S-2A

M-1

F-3A

F-3B

T-2I

T-2M

M-3TYP

S-4A

DETAIL 28D (30C)

TYP CORNER CLAMP LKG DOWN

FLASHING AND SHEETING

7/8"

B-4A

SECTION 30C (26C)

TYP WALL PANEL AND FLASHING CONFIGURATION

(BRACING NOT SHOWN)

B-2C

T-1B

1/8 2-6 1/8 2-6

T-4A

F-4

S-3B

M-4

SECTION 28B (29A)

SIDE DOOR THRESHOLD

FLASHING AND SHEETING

M-4

B-2A

T-2J

M-5 M-1

S-4C

B-1

S-2B

3/32B-1 TO

T-2J, TYP 3/32

B-2B

F-3 TYP, 12"

SPACING

THRU HEM

F-3A

F-3B

SECTION 29B(29A)

SIDE DOOR HEADER

FLASHING AND SHEETING

S-3A

M-4

B-4A

T-2P

M-3

M-3 TYP

S-4G

SECTION 30B1 (32A)

FRONT DOOR LOOKING DOWN

FLASHING AND SHEETING

S-4G

F-3

TYP, 12" SPACING

THRU HEM

T-5A

T-5AT-5A

M-2A

T-3A

T-1A

SECTION 32B(32A)

FRONT DOOR HEADER

FLASHING AND SHEETING

SECTION 31B(32A)

FRONT DOOR THRESHOLD

FLASHING AND SHEETING

M-3

SECTION 32C1 (30C)

TYP SIDE CLAMP LKG DOWN

FLASHING AND SHEETING

B-2A

T-3 TYP

TYP, 12"

SPACING

THRU HEMS

TYP, 12"

SPACING,

THRU HEMS

T-2L

S-4H

SEE 32A

FOR SPACING

M-3

T-2M

T-2P

B-2A

S-4C

S-4CTYP

M-5TYP

M-5 M-5

SEAL B1, TO

S-2 TYP3/32

B-1 TO

T-2, TYP 3/32

3/32

S-4C

T-1B

SECTION 32C2 (30C)

TYP WALL PANEL AND FLASHING CONFIGURATION

(BRACING NOT SHOWN)

F-3A TYP

F-3B

M-1

T-2H T-2IS-2B

M-1

T-1B

T-3A

T-5B

F-2 SEE 29A

FOR

SPACING

S-3A

T-2H TYP

B-3ATYP

B-3A TYP

A-2B

S-4B

TYP, 12"

SPACING

THRU HEM

F-3A

F-3B

T-1B

T-2 TYP

M-3 TYP

TYP, 12" SPACING

THRU HEM

B-1

B-1 TYP

M-2B

A-1A

A-1B

S-4D

B-2A

28B

27B 27B

32B

31B

30B1 30B1

A-2C2 PER SIDEA-2B4 PER SIDE A-2A1 PER SIDEA-2D2 PER SIDEA-2E2 THIS END ONLY B-3A 6 PER SIDE

TYP, FASTENERS AT

TOP AND CENTER FOR

START/END OF PANEL

ASSEMBLY SEE SECTION 28C

TYP, FASTENERS AT TOP,

CENTER AT PANEL SEAMS

TYP, PC F-2 IN

PC A-2 AND T-3

ON 12" SPACING

M-3 TYP

6'-10 1/4"

ELEVATION 29A (26C)

RIGHT SIDE

FLASHING AND SHEETING

ELEVATION 26A (26C)

BACK END

FLASHING AND SHEETING

ELEVATION 32A (26C)

FRONT END

FLASHING AND SHEETING

M-3 TYP

M-3 TYPM-3 TYP

TYP, FASTENERS AT TOP,

BOTTOM, AND CENTER FOR

START/END OF PANEL ASSEMBLY

SEE SECTION 28C

B-3A 2 THIS END

TYP, FASTENERS AT TOP &

BOTTOM OF PANEL SEAMS

B-3B 2 THIS END

TYP, FASTENERS AT TOP &

BOTTOM OF EXPOSED PORTION

OF PANELS. APPLIES TO START,

END AND AT PANEL SEAMS

A-1A

3/4"

M-3

S-3B

M-4

T-6A

B-2A

S-3BB-2A

M-3

F-4 24" SPACING

F-4

1 1/2"

24" SPACING

DRILL AND

COUNTERSINK S-3B

DRILL AND TAP T-6A

F-1SEE 29A FOR SPACING

DETAIL 25B (26C)

SIDE DOOR INTERIOR

FLASHING AND SHEETING

F-3 TYP, 12" SPACING

THRU HEM

SECTION 27B (29A)

SIDE DOOR LOOKING DOWN

FLASHING AND SHEETING

(BRACING NOT SHOWN)

5/8"

T-6A

M-4

T-2E

M-5

M-1 B-1

COPE S-4C AROUND

B-1 AND S-2

AS NECESSARY

M-3

S-4C

COPE M-5 AROUND

M-1 AS NECESSARY

S-4A

ISOMETRIC DETAIL 27D (26C)

TYP CORNER TOP

FLASHING AND SHEETING

MEMBERS ATTACHED WITH FASTENERS ARE NOT

TO BE WELDED. WELD REMAINING UNSPECIFIED

ATTACHMENTS PER NOTE W6.

SEQUENCE AND COORDINATE INSTALLATION OF

FLASHING AND SHEETING (THIS SHEET) AND WALL/FLOOR

ATTACHMENTS (NEXT SHEET) AS NECESSARY. MEZZANINE

WILL NEED TO BE INSTALLED BEFORE WALL PANELS.

26272829303132 25

29B

M-5

B-2C

1/8

4"NECESSARY

FOR INSTALL

T-2E

1/8

B-2A 1/8

B-2B

1/8

B-1

SEE NOTE F12

S-4B

F-1

SEE 32A

FOR

SPACING

25A

ISOMETRIC DETAIL 25A (26C)

FRONT DOOR INTERIOR

FLASHING AND SHEETING

S-4CTYP

B-1

B-4A

M-1TYP

B-1S-4C

S-4H

S-4G

M-4

B-2A

B-2B

M-5

S-2A

S-3A

F-1 SEE 29A

FOR

SPACING

2 1/2"

3/32B-1 TO

T-2H 3/32

M-3 TYP

S-4CTYP

B-1 TO

S-2B, TYP 3/32

B-1

S-4C

F-1 SEE 29A

FOR SPACING

S-4B

F-1

SEE NOTE F12

RIVET S-4C

TO B-1 IF

NECESSARY

TO INSTALL M-5

TYP, 12"

SPACING

THRU HEM

S-4E

S-4C

S-4A

S-1A

B-1

S-1A

B-3A

M-3 F-1

SEE 29A

FOR SPACING

B-4A

SEE SECTION 37C

S-4D

S-4I

WALL

PENETRATION

SEE DETAIL 44A

8'-6"

6'-0"

WALL

PENETRATION

SEE DETAIL 44A

10'-4"

6'-0"

2" TYP

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

2301-3725

34353637383940 33

8'-0"

51 1/4" TYP

6'-1 3/4"60 3/4" 6'-1 1/2"

36"

63 1/2"

64 9/16" 65 3/4"

16'-6"

21" 21"

45"

6 3/4"

21 3/4"

51 1/4" TYP

SECTION 39B (37C)

RAISED FLOOR

WALL ATTACHMENT

3/16

AS ACCESSIBLE

40B

1/4"

1 1/2"

4 1/2"

6 1/2"

DETAIL 34D2 (37C)

PIECE: S-5A

LONG WORK PLATFORM GUSSET

WALL ATTACHMENT

SECTION 40B (37C)

RAISED FLOOR

WALL ATTACHMENT

40A2 40A2

39A 39A

33A

35A

36A 36A

39B 39B

6'-3/4"

33C 33C

60"

44 13/16"

O 3/4" THRU HOLE

4 1/4"

4 1/2"

1 7/16"

1 1/4"

WALL ATTACHMENTS

SYMMETRICAL ABOUT

THIS LINE

2 1/2"

4 1/2"

5/8" - 11 UNC,

THRU

1 1/4"

1/2" THK

DETAIL 34D1 (37C)

PIECE: S-5B

SHORT WORK PLATFORM GUSSET

WALL ATTACHMENT

DETAIL 33D1 (37C)

PIECE: S-6A

CASK ALLIGNMENT CHOCK

FLOOR ATTACHMENT

R 1 1/4"

1/2"-20 UNF, THRU TYP

3/4" 2 1/2"

1 1/2"

3/4"

3/4" THK

DETAIL 34C (37C)

PIECE: S-7A

ACTUATOR BASE

SHORT FLOOR ATTACHMENT

1" THK

O 9/16" THRU HOLE

7/8"

DETAIL 37A2 (37C)

PIECE: A-3A

LOWER STAIR MOUNT

FLOOR ATTACHMENT

4 3/4"

59 13/16"

1 1/2"

3 HOLES:

1/4"-14 UNC

14" SPACING,

CENTERED

LENGTHWISE

3 HOLES:

1/4"-14 UNC

14" SPACING,

CENTERED

LENGTHWISE

3/4"

A-4A

1 1/4"

T-5F

B-5A

T-3C

SECTION 36A (37C)

WORK PLATFORM BACK SEGMENT

WALL ATTACHMENT

SECTION 37C (22C)

FLOOR AND WALL

ATTACHMENTS

SECTION 38B (37C)

RAISED FLOOR

WALL ATTACHMENT

SECTION 35A (37C)

WORK PLATFORM SIDE SEGMENT

WALL ATTACHMENT

SECTION 33A (37C)

WORK PLATFORM SIDE SEGMENT

WALL ATTACHMENT

SECTION 40A2 (37C)

UPPER STAIR MOUNT

FLOOR ATTACHMENT

SECTION 39A (37C)

UPPER STAIR MOUNT

FLOOR ATTACHMENT

30"

SECTION 33C(37C)

WORK PLATFORM FRONT SEGMENT

WALL ATTACHMENT

30 1/8"

B-4B

B-3B

B-3B 6 PLACES

1/8 2-12 1/8 2-12

38B 38B

4 3/4"

T-3C 2 PLACES

T-1B

T-1B B-4B

T-5D

1/2" T-5E

AS ACCESSIBLE

3/16

WELD B-4B TO

T-5D PRIOR TO

INSTALLING IN

STRUCTURE

T-5D 2 PLACES

T-5E 3 PLACES

T-5F 4 PLACES

S-3C

B-5A 4 PLACES

B-5A

T-5F

T-3C

2 1/2"

1 7/16"

2 5/8"

65 3/4" SPACING (O.C.),

CENTERED ON INSIDE

2 TUBES

65"

33 7/16"

M-6B

3 PLACES

M-6A

9 PLACES

M-6A

4 3/4"

S-3C

T-5E

A-4A

M-6B

T-5F

T-3C

B-5A

WELD B-4B TO T-4A

AND T-5F PRIOR

TO INSTALLING

IN STRUCTURE

S-5B 12 PLACES

S-5A4 PLACES

S-7ASEE DETAIL 34C

S-5B4 PLACES

T-5D

T-5E

S-3C

S-5A

S-4A

TRIM CORNER

FLASHING AS

NECESSARY,

1/8" GAP FILL

WITH CAULK

A-3A TYP, SEE DETAIL 37A2

S-3A

A-3A

WELD UNSPECIFIED ATTACHMENTS

PER NOTE W6.

SEQUENCE AND COORDINATE INSTALLATION OF FLASHING

AND SHEETING (PREVIOUS SHEET) AND WALL/FLOOR

ATTACHMENTS (THIS SHEET) AS NECESSARY. MEZZANINE

WILL NEED TO BE INSTALLED BEFORE WALL PANELS

A-4A2 PLACES

S-1A

S-5B

T-6A

S-3B

T-5E

B-4B

60 1/4"

53 1/8"( )

16 1/8"

O 3/8"-16 UNC,

THRU ONE SIDE

ONLY, TYP

B-4BTYP B-5A M-6A

T-4ATYP T-5FT-1BTYP

SECTION 40A1(37C)

HANDRAIL MOUNT

FLOOR ATTACHMENT

SECTION 37A1(37C)

HANDRAIL MOUNT

FLOOR ATTACHMENT

40A1

37A1

45 3/16" 39 1/8"

B-4BTYP

O 3/8"-16 UNC,

THRU ONE SIDE

ONLY, TYP

S-3C

T-5E T-5DTYP

T-1BTYP

4 1/2"

O5/8" - 11 UNC, THRU

DETAIL 33D2 (37C)

PIECE: S-7B

ACTUATOR BASE

LONG FLOOR ATTACHMENT

1 1/4"

1" THK

R 1 1/4"

44 13/16"

59 13/16"

4 1/2"

S-3A

S-5A

S-5BTYP

S-3B

B-2A

T-6A

6 1/2"

56 3/4"

S-6A

4 1/16" TYP

CENTER, TYP

63 1/4"

24 7/8"

23 5/8"

31"

B-4A SEE SECT 30C

1/4"

O 0.520 u 0.010"

THRU HOLE

O 0.520 u 0.010"

THRU HOLE

S-7B

6'-0"

WELD B-4B TO

T-4A PRIOR TO

INSTALLING IN

STRUCTURE F-5A

F-5D

TYP, APPROX.

3' SPACING

DRILL AND

TAP T-5F AS

NECESSARY

T-1B

F-9A

F-9B

F-9C

TYP, 4 CORNERS

OF EACH GRATING

PANEL, IN APPROX.

6" FROM SIDES

7/8"

A-6B TYP

F-9A TYP

F-9B

F-9C

A-6B

M-12B END TO END,

CTR ON T-4A

M-12A CTR ON T-5F

T-1A

F-5A

F-5D

TYP, APPROX.

3' SPACING

DRILL AND

TAP T-4A AS

NECESSARY

M-12B

A-6B

M-12ACTR ON T-5F

DETAIL 38A (37C)

PIECE: S-5C

HANDRAIL BOLT PLATE

1" 5"

2 1/2"

1 1/4"

1/2"-20 UNF,

THRU TYP

1/2" THK

S-5C

1 1/4"

2 1/2"

S-1B

WELDED TO

UNDERSIDE

OF S-3C,

SEE ISO 47CA-3A TYP

S-7A

S-7B

S-6A

S-6A SEE DETAIL 33D1

S-6A

S-5A

S-5B

S-5A

S-5B

NOTCH

IN WAY

OF S-5B

NOTCH

IN WAY

OF S-5B

1 1/2"

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

42434445464748 41

42"

41"

21"

50"

39" 26"

P-1 TYP

B-7B

F-6A

M-7TYP

F-6A F-6B F-6C TYPM-7TYP

B-7C

21"

18"

DETAIL 41A

32" HANDRAIL ASSEMBLY

(MAKE 1)

DETAIL 43A

41" HANDRAIL ASSEMBLY

(MAKE 1)

F-6B F-6C TYP

42"

P-1 TYP

47"

PLAN 46C

WORK PLATFORM AND

STAIR LAYOUT

(10-160B ADAPTERS SHOWN)

7- STAIR ASSEMBLY

SEE ISO 50C

8- STAIR ASSEMBLY

SEE ISO 52B2

34" HANDRAIL ASSEMBLY

SEE DET 41A

MEZZANINE LEVEL

20 1/4"

65 5/8"

61"

2 1/2"

60 1/8"

1/4"

46A

46A 2"1/2"

21"

R 15/16"

46B 46B

LINE OF SYMMETRY

1/2"

1 7/8"

2- STAIR ASSEMBLY

SEE ISO 53D

WORK PLATFORM

SECTION #1

SEE SHEET 8

WORK PLATFORM

SECTION #2

SEE SHEET 9

WORK

PLATFORM

SECTION #3

SEE SHEET 10

WORK PLATFORM

SECTION #4

SEE SHEET 11

CASK CHOCK TYP

SEE ISO 54B

34" HANDRAIL

ASSEMBLY

SEE DET 41A

34" HANDRAIL

ASSEMBLY

SEE DET 41A

DETAIL 47A

PIECE: S-11

65" HANDRAIL LOWER

SAFETY GUARD

(MAKE 2)

DETAIL 46B (47A)

65" HANDRAIL LOWER

SAFETY GUARD

DETAIL 46A (47A, 47C)

65" HANDRAIL LOWER

SAFETY GUARD

ISOMETRIC VIEW 47C

65" HANDRAIL ASSEMBLY

65" TEMP HANDRAIL

ASSEMBLY

SEE ISO 47C

42"

65"

21"

45A 45A

P-1

2 1/2" 1 1/4"

O 9/16" THRU HOLE, TYP

DETAIL 45A (47B)

65" HANDRAIL BASE PLATE

15/16"

1 1/4" 2 1/2"

O 9/16" THRU HOLE

2 3/4"

S-11A P-1

S-3C

T-5E

T-5D

F-5C F-5D TYP

DETAIL 47B

65" HANDRAIL ASSEMBLY

(MAKE 2)

P-1

S-5C

65" HANDRAIL

SEE DET 47B

21"

S-12

S-11A

S-12

DRILL THRU HOLES

IN PLATE (S-3C) AND

TAP HOLES IN TUBES

(T-5) TO SUIT F-5C

LOCATE PER 37-C.

WELD TO UNDERSIDE

OF PC S-3C WITH 1/8" FILLET.

NOTE: SHOWN WITH WORK PLATFORM #4 IN RECESSED

POSITION. DESIGN ALLOWS CHANGING ORIENTATION SUCH

THAT PLATFORM #2 IS RECESSED, WITH PLATFORM #4 FLUSH,

AND STAIRS/HANDRAILS RELOCATED TO SUIT.

45A 45A

1 1/4" TYP

S-11B

S-11C

M-14

F-9CBOTH SIDES

F-9D F-9B

1" TYP

S-11B

S-11C

1/8

S-11B TO

S-11C

M-13

S-11C

C C

DETAIL 44A

TYP 6" WALL PENETRATION

SECTION 44B (44A)

TYP 6" WALL PENETRATION

(MAKE 2)

44B

CENTER

EXTERIOR

INTERIOR

O 6" ID

46A

34"

41" HANDRAIL ASSEMBLY

SEE DET 43A

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

50515253545556 49

12"

2" 8"

12"

2" 8"

DETAIL 56C (53C)(56D)

PC: S-8

TYPICAL STAIR TREAD

1/4" 81°

81° 1 1/2"

7 1/2"

10"

11 9/16"

DETAIL 54A (54B)

CASK ALLIGNMENT CHOCK

ISOMETRIC VIEW 54B

CASK ALLIGNMENT CHOCK

13 1/2"

2" 2"1 1/2"

DETAIL 56A (54A)

PC: S-9B

LOWER SKID PLATE

CASK ALLIGNMENT CHOCK

32"

16"

28"

32"

S-3

C-1

B-6A

B-6B

F-5A

F-5B

1 1/8"

SECTION 53B (52B)(50C)

LOWER STAIR ATTACHMENT

SECTION 53C(53D)

LOWER STAIR ATTACHMENT

F-5A

B-7A

A-5

B-6D

B-7A

C-1C

B-6D

S-8 TYP, USE PARTIAL

TREADS AS NECESSARY

P-1

F-5A

A-5

36"

SECTION 54C (53D)

LOWER STAIR ATTACHMENT

SECTION 54D (50C)

UPPER STAIR ATTACHMENT

S-8TYP

C-1A

P-1

1/2"CUT UPPERMOST PARTIAL TREAD

AND LOWERMOST RISER

FROM A SINGLE STAIR TREAD

CUT UPPERMOST PARTIAL TREAD

AND LOWERMOST RISER

FROM A SINGLE STAIR TREAD

M-6A

MATCH DRILL/

COUNTERSINK

HOLES AS SHOWN

IN SECTION 40A2

F-4

B-6C

F-4MATCH DRILL/

COUNTERSINK

HOLES AS SHOWN

IN SECTION 39A

P-1

C-1B

S-8TYP, SEE DETAIL 56C

B-6C

S-3C

SECTION 56D (52B)

UPPER STAIR ATTACHMENT

3/16 3/16 2-12

TYP

3/16

TYP

3/16 2-12

TYP

3/16

3/16 2-12

TYP

3/16

12 3/8"

60°

6 1/2"

70°( )

1 3/16"

17 1/2"

CHAMFER AS

NECESSARY TO

ELIMINATE GAP

OR LEDGE

56A

56B

12 3/8"

DETAIL 53A (54B)

PC: S-6B

CLAMPING PLATE

CASK ALLIGNMENT CHOCK

5 9/16"

2 1/2"

O 9/16", THRU HOLE,

TYP

1/4" CHAMFER

DETAIL 56B (54A)

PC: S9A

UPPER SKID PLATE

CASK ALLIGNMENT CHOCK

3/4" THK

3/4"

3/8" 3/16" 54A

54A

T-6 TYP

S-6A SEE DETAIL 33D1

S-6B SEE DETAIL 53A

F-5C F-5D TYP

1/4"-28 UNF,

THRU HOLE

IN PC S-3D

12"

53B

54D

49A

56D

51A

8 3/16"

55 13/16"

12 1/2"

ISOMETRIC VIEW 50C

7-STAIR ASSEMBLY

ISOMETRIC VIEW 52B

8-STAIR ASSEMBLY

ELEVATION 49A (50C)

7-STAIR ASSEMBLY

ELEVATION 51A (52B)

8-STAIR ASSEMBLY

6'-2" 6'-1 1/2"

6 1/16"

63 1/16"

12 1/2"

1/2"

S-87 PLACES

F-4 3 PLACES

32"

STAIR TREAD

TANGENT LINES

37°( )

63 5/16"

MID-SPAN

C-1A2 PLACES

P-1TYP

B-6A 2 PLACES

P-1TYP

C-1B2 PLACES

F-4 3 PLACES

S-88 PLACES

B-6B 2 PLACES

B-6A 2 PLACES

MATCH DRILL

TO PC A-4A

MATCH DRILL

TO PC A-4A

B-6C2 PLACES

F-5A2 PLACES

F-5B2 PLACES

F-5A2 PLACES

F-5B2 PLACES

A-3A

A-3A2 PLACES,

WELDED

TO FLOOR

SEE 37-C

2 PLACES,

WELDED

TO FLOOR

SEE 37-C

16"

32"

MID-SPAN

6 1/16"

64" 63 1/2"

55 9/16"

52 1/2"

60"

C-1B

C-1A

P-1

S-8 TYP

37°( )

STAIR TREAD

TANGENT LINES

53C

C-1C2 PLACES

P-1TYP

S-82 PLACES

B-6A2 PLACES

A-5

F-5A2 PLACES

B-6D4 PLACES

B-7A

ISOMETRIC VIEW 53D

2-STAIR ASSEMBLY

54C

CHAMFER PC C-1

AS NECESSARY

TO CLEAR WELD

53B

S-3D

S-9A

S-9B

F-4B6 PLACES

1/2"

R 1/2"

32 1/2"

TYP

1/8

M-11A EACH END

M-11B

M-11A EACH END

M-11B

B-9 TYP B-9 TYP

T-6 TYP

B-9

SEE ELEV 51A

SEE DETAIL 56C

FOR TREAD DETAILS

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

58596061626364 57

58A

61D

63D

63A

60A

9 11/16"

13 1/2"

15 1/2"

31 7/16"

12 3/16"

14 1/16"

18 9/16"

24 1/4"

31 7/16"

6'-5 1/4"

38 5/8"

R 40 1/4"

11'-3/4"

3/8"

18 1/4"

5 3/4"

3/8"

6'-5 1/4"

38 5/8"

29 5/8"

6" 16 1/8"

6'-1 1/2"

2" 2"

6'-5 1/2"

3/8"

R 42 3/4"

1/4"

3/4"

60B

SECTION 60B (62B)(62C)

TYPICAL ADAPTER PLATE TOE

BOARD ATTACHMENT

ISOMETRIC VIEW 58B

WORK PLATFORM

SECTION #1

DETAIL 58A (58B)

WORK PLATFORM FRAME

SECTION #1

DETAIL 60A (58B)

WORK PLATFORM DECK

SECTION #1

DETAIL 63A (58B)

WORK PLATFORM

ATTACHMENTS SECTION #1

DETAIL 62B (58B)

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #1

DETAIL 62C (58B)

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #1

DETAIL 63D (58B)

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #1

DETAIL 61D (58B)

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #1

60B

O0.760"u.010", THRU HOLE

1 1/4"

28" 28"( )

11'-1 1/2"

NOTCH AS NECESSARY

FOR HANDRAIL, TYP

1 3/4"

3/4"

O3/8-16 UNC

THRU HOLES

4 EA, 4" ON CTRS

66 1/8"

DETAIL 62A (58B)

WORK PLATFORM UPPER

ACTUATOR PLATE

R 3/4"

1 1/2"

O3/8-16 UNC

THRU HOLE

1/2" THK

1/8 (1/4) 2-12

TYP

1/8 (1/4) 2-12 1/8

2-12

TYP

1/8

T-8 TYP

S-3E

S-3H

S-3I SEE DETAIL 62C

S-3I

S-3P

T-7

S-3

S-3P

10"

2 3/8"

6'-1/2"

16" 7"

25"

2 3/8"

28" 2 3/8"

15"

S-3P

T-7

S-3I

T-7

S-3QTYP, SEE DETAIL 68C

F-4TYP

M-8

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

3 7/8"

15°

S-3H SEE DETAIL 62B

S-3P

15"

15" TYP

15" 15"

25" 25"

15 1/2"

6'-1/2"

28"

15"

2 3/8"

2 3/8" 2 3/8"

S-3QSEE 68C

S-3P

M-8

T-7

S-3H

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

1" 1"

25°

3 7/8"

S-3P

F-6ATYP

F-6B

F-6C

A-6 TYP

M-9

F-7ATYP

F-7C

F-8A

F-8B

SMALL HANDRAIL

ASSEMBLY

SEE DETAIL 41-A

A-6ATYP

S-5D

S-5DSEE DETAIL 62A

27°( )44°( )27°( ) 51°( )

M-8

NOTCH S-3E AS

NECESSARY

FOR HANDRAILS

A-6A

S-5D

M-7TYP

A-6A

F-6ATYP

F-6B

F-6C

S-3Q SEE 68-C

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

66676869707172 65

71D

71A

68A

69D

66A

" 3

8'-6 1/2"

36"

48"

50 3/8"

8'-6 1/2"

34"

32 9/16"

37 3/4"

5 13/16"

9 9/16"

13 9/16"

15 5/8"44 3/16"

68 3/8"

26 11/16"

29 7/8"

8 5/16"

35 5/16"

68 3/8"

ISOMETRIC VIEW 66B

WORK PLATFORM

SECTION #2

DETAIL 66A (66B)

WORK PLATFORM FRAME

SECTION #2

DETAIL 68A (66B)

WORK PLATFORM DECK

SECTION #2

DETAIL 71A (66B)

WORK PLATFORM

ATTACHMENTS SECTION #2

DETAIL 70A

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #2

DETAIL 70B

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #2

DETAIL 71D (66B)

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #2

DETAIL 69D (66B)

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #2

29 7/8"

R 40 3/16"

R 42 3/4"

FLUSHFLUSH

O0.765"u.010", THRU HOLE 1/4"

1 1/4" 3/4"

T-8 TYP

S-3F

S-3F S-3F

S-3F

S-3J

S-3K

S-3P

3 3/4"

4 3/4"

3 1/2"

DETAIL 68B (68C)

WORK PLATFORM

TRAP DOOR

S-3Q

M-8

3 SIDES EACH

HINGE PLATE 3/32

M-8

M-10

11"

22"

23"

15" 7"

62 1/2"

16"12"

10"

3 1/2" 2 3/8"

16 1/2"

22"

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

2 3/8"

S-3P

S-3Q SEE 68C

M-8

T-7 TYP

13"

11"

22" 22" 1 1/2"

S-3K

11 1/2"

11" 62 1/2"

32"

1 1/2" 1"

16 1/2" 15"

2 3/8"

3 1/2"

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

S-3J

T-7 TYP

S-3P

S-3QSEE 68C

M-8

2 3/8"

25°

3 7/8"

15°

S-3P

T-7TYP

F-4TYP

S-3P

T-7TYP

DETAIL 68C (66B)

WORK PLATFORM

TRAP DOOR

68B

F-8A

F-8B

S-5D TYP

F-7A

F-7C

F-7A OR

F-7C

F-7B

F-7C

F-7D

24°( )35°( ) 42°( )

MATCH DRILL/TAP

TO MATCH 2-STAIR

ASSEMBLY, TYP

SEE SECTION 54B2

S-3QTYP, SEE DETAIL 68C

M-8

S-3P

S-5D TYP

60B

S-5DTYP

S-3E

2 1/2"

1/2"

S-3E

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

74757677787980 73

79D

79A

74A

77D

76A

2" 1 1/8"

5 3/16"

22 13/16"

2 11/16"

3 15/16"

12 1/2"

13 1/8"

22 13/16"

30"

60"

R 42 3/4"

R 40 3/16"

30"

60"

24"

60" 22 3/4"

ISOMETRIC VIEW 74B

WORK PLATFORM

SECTION #3

DETAIL 74A (74B)

WORK PLATFORM FRAME

SECTION #3

DETAIL 76A (74B)

WORK PLATFORM DECK

SECTION #3

DETAIL 79A (74B)

WORK PLATFORM

ATTACHMENTS SECTION #3

DETAIL 78B

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #3

DETAIL 78C

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #3

DETAIL 79D (74B)

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #3

DETAIL 77D (74B)

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #3

T-8 TYP

S-3G

S-3L

S-3M

S-3P

M-9

1 1/2" 28 1/2"

9" 8"

2 3/8"

3 1/2" 11 1/2"

53"

23"

1 1/2"

9"17°( )

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

S-3MS-3QSEE 68C

M-8

S-3P

T-7 TYP

1 1/2" 28 1/2"

10 1/2"

3" 9 1/2"

21"

16"

1 1/2"

2 3/8"

3 1/2" 11"

53"

S-3P

T-7 TYP

S-3Q SEE 68C

M-8

15°

3 7/8"

25°

3 7/8"

S-3QTYP, SEE DETAIL 68C

M-8TYP

F-4TYP

S-3M

S-3P

T-7TYP

SMALL HANDRAIL

ASSEMBLY

SEE DETAIL 41A

A-6ATYP

A-6 TYP

F-8A

F-8B

S-5D

F-7A

F-7C

F-6A TYP

F-6B

F-6C

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

31°( )

60B

S-5D

S-3G

4 1/4"

1 7/16"

1/4"

32" HANDRAIL

ASSEMBLY

S-5DA-6A

T-8TYP

3/4"

O0.765"u.010", THRU HOLE

4"O3/8-16 UNC

THRU HOLES, TYP

FOR OFFICIAL USE ONLY

SCALE: NONE SHEET OF

REV:DWG. NO.SIZE:

TITLE:

ORIG

CORPORATE MULTI-CLASS DMD

01 LEVEL

82838485868788 81

87D

87A

84A

85D

82A

36"

34"

16 3/4"

8'-6 1/2"

2 3/4"

3 3/4"

6 3/16"

8 7/8"

38 3/8"

40"

40 9/16"

68 3/8"

R 40 3/16"

1 3/16"

5 3/16"

16 1/16"

22 5/8"

R 40 3/16"

2 1/8"

8 5/16"

35 5/16"

26 11/16"

68 3/8"

R 42 3/4"

29 7/8"

26 9/16"

1/4"

87A

O0.765"u.010", THRU HOLE

3/4"

FLUSH FLUSH

1 1/4"

ISOMETRIC VIEW 82B

WORK PLATFORM

SECTION #4

DETAIL 82A (82B)

WORK PLATFORM FRAME

SECTION #4

DETAIL 84A (82B)

WORK PLATFORM DECK

SECTION #4

DETAIL 87A (82B)

WORK PLATFORM

ATTACHMENTS SECTION #4

DETAIL 86A

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #4

DETAIL 86B

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #4

DETAIL 87D (82B)

10-160B ADAPTER PLATE

WORK PLATFORM

SECTION #4

DETAIL 85D (82B)

14-195H ADAPTER PLATE

WORK PLATFORM

SECTION #4

T-8 TYP

8'-6 1/2"

35 1/2"

19"

30"

36"

48"

50 3/8"

S-3F

S-3N

S-3O

S-3P

M-10F-7AOR

F-7C

F-7B

F-7C

F-7D

T-7TYP

S-3P

S-3O

S-3N

S-3P

F-8A

F-8B

S-5D TYP

F-4TYP

16 1/2" 16 1/2"

22" 22"

2 3/8"

1" 1 1/2"

24" 7 1/2" 19"

25"

10 1/2" 11"

62 1/2"2 3/8"

T-7 TYP S-3Q SEE 68C

M-8

S-3P

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

S-3O

16 1/2" 11"

34°( ) 29°( )

45°( ) 29°( )

22"1" 22" 1 1/2"

4" 10 1/2"

24"

16"

2 3/8"

2 3/8" 16" 5 1/2" 19" 1"

62 1/2"

S-3Q SEE 68C

M-8

S-3P

T-7 TYP

TYP 6 PLACES

DRILL AND

COUNTERSINK

FOR PC F-4

S-3N

S-3QTYP SEE DETAIL 68C

M-8

15°

3 7/8"

25°

3 7/8"

MATCH DRILL/TAP

TO MATCH 2-STAIR

ASSEMBLY, TYP

SEE SECTION 54B2

F-7A

F-7C

T-7TYP

60B

S-5D TYP

S-3E

2345678

2380.3

2380.2

2380.5

S/99

C/138

DISTRIBUTION STATEMENT D:

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT OF DEFENCE AND U.S. DoD

CONTRACTORS ONLY FOR ADMINISTRATIVE OR OPERATIONAL USE JUNE 2010.

OTHER REQUESTS SHALL BE REFERRED TO PUGET SOUND NAVAL SHIPYARD & IMF

FOR OFFICIAL USE ONLY

2345678 1

NONE

D ORIG

CORPORATE MULTI-CLASS DMD

02 LEVEL

2301-3726

FSR 2310-1896A

M. DEKKER 01/24/11

01/24/11M. DEKKER

02/09/11

K. NELSON 02/18/11

O R

REV

E S

A T

O R

O N

U M

B E

P R

I S

S U

E R

E C

O R

DATE

SHOP/

C O

D E

/P H

O N

DESCRIPTION APPROVEDSYM DATEBY CHECKED S

PANEL

REVISION

CONCURRENCE

THIS DOCUMENT COMPLIES WITH NAVSEA 08 DOCUMENTS HEREIN

AND DOES NOT VIOLATE APPLICABLE NAVSEA REQUIREMENTS.

NO DEVIATION SHALL BE MADE WITHOUT CODE 2380 APPROVAL

PUGET SOUND NAVAL SHIPYARD & IMF

NUCLEAR ENGINEERING AND PLANNING DEPT. C/2300

NUCLEAR FACILITIES & WASTE MANAGEMENT DIVISION C/2380

APPROVAL

SIGNATURE DATE

BRANCH

SUPV.

CHECKED

DRAWN

DESIGNED

AUTHORITY:

TITLE:

SIZE: DWG. NO.

SCALE:

REV:

CODE

SIGN

DATE

CODE

SIGN

DATE

SHEET OF

J. BELDEN

GENERAL NOTES:

GENERAL:

G1. THIS DRAWING PROVIDES DETAILS FOR FABRICATION OF THE 02 LEVEL AS

PART OF THE CORPORATE MULTI-CLASS DMD COMPLEX. THE ENCLOSURE

FABRICATED PER THIS DRAWING WILL BE ATTACHED TO OTHER PORTIONS OF

THE FACILITY PER REFERENCE 2.

G2. ORIGINS OF AUXILIARY VIEWS ARE SHOWN IN PARENTHESIS BESIDE THE TITLE.

G3. WHERE MIL-SPECS OR STANDARDS ARE NOTED ON THIS DRAWING, THE

LATEST REVISION SHALL BE IN EFFECT UNLESS ADHERENCE TO A DEFINITE

REVISION IS NECESSARY AND IS SPECIFIED.

DESIGN:

D1. LOADING:

A. UNLESS OTHERWISE SPECIFIED, THE ROOF AND FLOOR LIVE LOAD DESIGN

CAPACITIES ARE 100 PSF.

B. ALLOWABLE STRENGTH DESIGN (ASD) LOAD CASES WERE USED IN THE

DESIGN OF THIS STRUCTURE.

D2. THE ESTIMATED WEIGHT OF THE 02 LEVEL IS 32,000 LBS.

MATERIAL:

M1. NO SUBSTITUTION FOR MATERIAL IN THE DRAWING IS AUTHORIZED WITHOUT

WRITTEN AUTHORIZATION FROM ENGINEERING POINT OF CONTACT.

M2. MATERIAL QUANTITIES GIVEN ON LIST OF MATERIAL ARE FOR INFORMATION

ONLY. THE CONTRACTOR SHALL DETERMINE ACTUAL QUANTITIES REQUIRED.

M3. ALL MATERIALS SHALL BE MERCURY-FREE AND FASTENERS SHALL NOT BE

CADMIUM PLATED.

FABRICATION:

F1. DIMENSIONAL REQUIREMENTS AND INFORMATION:

A. DIMENSIONS UP TO AND INCLUDING 72” ARE SHOWN IN INCHES AND

COMMON FRACTIONS. DIMENSIONS OVER 72” ARE SHOWN IN FEET, INCHES

AND COMMON FRACTIONS.

B. MANUFACTURING TOLERANCES SHALL BE AS FOLLOWS, UNLESS

SPECIFICALLY STATED OTHERWISE:

+/- .030” FOR ALL MACHINED SURFACES

+/- 1/16” FOR ALL DIMENSIONS FROM 0” TO 12”

+/- 1/8" FOR ALL DIMENSIONS GREATER THAN 12”

+/- 1 DEGREE FOR ALL ANGLES

C. DIMENSIONS SHOWN IN PARENTHESIS, OR WITH “REF”, ARE PROVIDED FOR

INFORMATION OR GUIDANCE TO THE SHOP. ACTUAL DIMENSIONS SHALL BE

BASED ON FIELD FIT OF THE PART BEING ASSEMBLED.

F2. SIMILAR CONSTRUCTION DETAILS AND WELDS ARE TO BE USED FOR SIMILAR

ITEMS.

F3. BREAK ALL SHARP EDGES TO A 1/32” CHAMFER (MINIMUM) AND REMOVE ALL

BURRS AND WELD SPATTER.

F4. CAP ALL OPEN TUBE ENDS WITH SHEET OR PLATE MATCHING TUBE MATERIAL

AND OF THE SAME OR GREATER THICKNESS.

F5. AT FINAL ASSEMBLY, CAULK ALL SHEET METAL SEAMS AND ALL EXTERIOR

STITCH WELDED SEAMS. IN ADDITION, THE SYMBOL THROUGH-OUT THE

DRAWING INDICATES THAT CAULKING IS REQUIRED ALONG SPECIFIED SEAM

OR EDGE.

F6. HANDRAILS: HANDRAILS SHALL BE DIMENSIONED IN ACCORDANCE WITH

29CFR 1910.23(E) USING 1 ½” SCHEDULE 40 PIPE (PIECE P-1 AND P-2) AND A 4” X

¼” FLATBAR FOR THE TOE BOARD (PIECE B-2 AND B-6). THE LOM PROVIDES AN

ESTIMATE OF THE QUANTITY, IN LINEAR FEET, OF PIECES P-1 AND P-2

REQUIRED FOR THE VARIOUS HANDRAIL SECTIONS. QUANTITY MAY VARY

DEPENDING ON CONSTRUCTION TECHNIQUE.

F7. WALL PANELS: THE WALL PANELS PROVIDED SHALL BE ONE-PIECE, FACTORY

POLYURETHANE INSULATED WITH STEEL FACES. THE PANELS SHALL BE

NOMINALLY TWO INCHES THICK AND HAVE 42” COVERAGE. THE SIDE JOINTS

SHALL BE TONGUE AND GROOVE. THE EXTERIOR PANEL FACE SHALL BE 24

GAUGE GALVANIZED STEEL CONFORMING TO ASME A446 WITH G90

GALVANIZING AND COATED WITH THE MANUFACTURER’S STANDARD PAINT

FINISH – COLOR SHALL BE WHITE. THE INTERIOR FACE SHALL BE 24 GAUGE

300 SERIES STAINLESS STEEL. THE PANELS SHALL BE KINGSPAN 200 SERIES

OR EQUAL.

F8. AT THE COMPLETION OF MANUFACTURE, WEIGH THE ENCLOSURE AND PAINT

OR STENCIL THE FOLLOWING INFORMATION ON BOTH SIDES OF THE

ENCLOSURE IN APPROXIMATELY 2” TALL BOLD, BLACK LETTERS:

CMC DMD 02 LEVEL

DWG: 2301-3726

WEIGHT: # # # # LBS

F9. ATTACH STAINLESS STEEL LABEL PLATE TO ROOF DECK (SEE DETAIL 38C)

ADJACENT TO FALL RESTRAINT ANCHOR POINT (PC: M-21) WITH THE

FOLLOWING INFORMATION:

FOR FALL RESTRAINT USE ONLY

ENGINEERED WLL: 5,000 LBS

F10. ELECTRICAL OUTFITTING OF THIS ENCLOSURE SHALL BE PERFORMED IN

ACCORDANCE WITH REFERENCE 4.

F11. INSTALL LADDER SAFETY POST PER MANUFACTURER’S INSTRUCTIONS.

INSTALL ON LEFT RAIL (RAIL FURTHEST FROM SWING GATE).

PAINTING:

P1. PAINT SHALL NOT CONTAIN LEAD, CHROMATES, OF OTHER HEAVY METALS.

PAINT SHALL BE SUITABLE FOR MARINE INDUSTRY USE SUBJECT TO EXTREME

MOISTURE, HUMIDITY AND CORROSIVE ENVIRONMENTAL CONDITIONS. PRIOR

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File details come from the government source that posted it. Updated Nov 14, 2017.