Duncan_Lake_Bleacher_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- RFP CCS 210000000462 1
- Issued by
- Kent County, Burt CDP, Michigan
About this file
This file consists of preliminary architectural drawings for the Duncan Lake Middle School Renovations project in Caledonia, Michigan, prepared by Tower Pinkster on behalf of Caledonia Community Schools. The drawings include an overall first floor demolition plan, overall first floor plan, first floor plan for Unit F, and detailed bleacher seating specifications and sections prepared by Hussey Seating Company. The demolition scope includes removal of interior walls, doors, windows, exterior walls with brick salvage, concrete floor slabs, ceilings, folding partition walls, existing bleachers and supporting structures, ceiling bulkheads, casework, flooring, wall base, visual display boards, task strips, tile sills, lockers, concrete benches, and platform benches. The project encompasses eight units (A through H) with multiple functional spaces including a gymnasium with 21,621 square feet, science areas totaling 7,056 square feet, a media center of 6,700 square feet, art and MOCI spaces of 3,813 square feet, foreign language and staff workroom facilities of 3,708 square feet, classrooms totaling 1,601 square feet, media labs of 659 square feet, administrative spaces of 2,687 square feet, and a new vestibule of 515 square feet, with an optional exterior canopy addition.
The bleacher seating plan detailed in the drawings specifies a Hussey Seating Company MAXAM26 model wall-mounted power system with four tiers designed for the gymnasium. The seating configuration includes a gross capacity of 630 seats with a net capacity of 549 seats, incorporating self-storing telescopic seating with pendant and key switch controls. The electrical specifications require a 120V, 60 Hz, 30 amp single-phase power supply with 2 conductors plus ground, with each motor rated at 1/2 horsepower, 115 volts, 60 Hz, drawing 6.6 amps on a single phase with a 1.25 service factor. The design accommodates a 100 psf live load over horizontal projection with 120 plf loadings on both footboards and seatboards, front-to-back sway of 10 plf, and side-to-side sway of 24 plf. The drawings are marked "NOT FOR CONSTRUCTION" and "PRELIMINARY" as of November 19, 2020, indicating these are design-phase documents requiring approval and field verification prior to construction implementation.
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UP
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NOT FOR CONSTRUCTION
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KEYED NOTES - DEMOLITION
1 REMOVE EXISTING INTERIOR WALL
2 REMOVE AND DISPOSE OF EXISTING DOOR AND FRAME
3 REMOVE AND DISPOSE OF EXISTING WINDOW FRAME AND GLAZING
4 REMOVE EXISTING EXTERIOR WALL. SALVAGE BRICK
5 REMOVE EXISTING CONCRETE FLOOR SLAB
6 REMOVE AND DISPOSE OF EXISTING CEILING
7 REMOVE FOLDING PARTITON WALL AND TRACK
8 REMOVE BLEACHERS AND SUPPORTING STRUCTURE
9 REMOVE EXISTING CEILING BULKHEAD
10 REMOVE LOWER CASEWORK
11 REMOVE AND DISPOSE OF EXISTING FLOORING AND WALL BASE. PREP FOR NEW
FLOORING + WALL BASE
12 REMOVE MARKER BOARD/TACK BOARD/CHALK BOARD/BULLETIN BOARD
13 REMOVE TASK STRIP ON ALL THE WALLS
14 REMOVE TILE SILLS
15 REMOVE LOCKERS + CONCRETE BENCH
16 REMOVE PLATFORM BENCH AND VERTICAL FACE. PREPARE FOR NEW END CAP
ISSUED FOR DATE
DUNCAN LAKE MIDDLE SCHOOL
UNIT A
UNIT B
UNIT C
UNIT D
KEY PLAN
SCALE: NO SCALE
UNIT E
UNIT F
UNIT G
UNIT H
1" = 30'-0"
OVERALL FIRST FLOOR DEMOLITION PLAN
UP
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DW
GENERAL NOTES
1. REFER TO CODE COMPLIANCE PLAN FOR WALL RATING LINES.
2. REFER TO FLOOR FINISH PLANS FOR INTERIOR ELEVATION CALLOUTS.
3. REFER TO SHEET A 501 FOR WALL AND CEILING ACCESS PANEL INFORMATION.
ADMIN.
2,687 SQ. FT.
NEW VESTIBULE
515 SQ. FT.
SCIENCE
7,056 SQ. FT.
MEDIA CENTER
6,700 SQ. FT.
ART / MOCI
3,813 SQ. FT.
FOREIGN LANGUAGE / STAFF WORKROOM
3,708 SQ. FT.
CLASSROOM
751 SQ. FT.
MEDIA LABS
659 SQ. FT.
GYM / LOCKER ROOMS
21,621 SQ. FT.
NEW EXTERIOR CANOPY
(ALTERNATE)
CLASSROOM
850 SQ. FT.
ENTRY DOORS / WINDOW FRAME
NOT FOR CONSTRUCTION
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KEYED NOTES - NEW CONSTRUCTION
ISSUED FOR DATE
1" = 30'-0"
OVERALL FIRST FLOOR PLAN DUNCAN LAKE MIDDLE SCHOOL
UNIT A
UNIT B
UNIT C
UNIT D
KEY PLAN
SCALE: NO SCALE
UNIT E
UNIT F
UNIT G
UNIT H
UPUP
114' - 4 3/4"
19' - 0"
/2
19' - 0"
/2
8' - 8 3/8"
13' - 2 3/8"
8' - 8 3/8"
13' - 2 3/8"
GYMNASIUM
F101
SCIENCE
F102
SCIENCE
F103
SCIENCE
F104
SCIENCE
F105
SCIENCE
F106
SCIENCE
F107
CORRIDOR
F120
CORRIDOR
F121
VESTIBULE
D101
D101A
F120B
F106
F107
F105F104
F120A
F102 F103
H115B
H115C
GENERAL NOTES
1. REFER TO CODE COMPLIANCE PLAN FOR WALL RATING LINES.
2. REFER TO FLOOR FINISH PLANS FOR INTERIOR ELEVATION CALLOUTS.
3. REFER TO SHEET A 501 FOR WALL AND CEILING ACCESS PANEL INFORMATION.
VISUAL DISPLAY BOARD KEY
MB-1
SINGLE MARKERBOARD UNIT
LOW-GLOSS CERAMIC STEEL, ANODIZED ALUMINUM FRAME
__' WIDE X __' HIGH
MB-2
SINGLE MARKERBOARD UNIT -
INTERACTIVE SURFACE, ANODIZED ALUMINUM FRAME - NO ACCESSORIES
__' WIDE X __' HIGH
MB-3
CB-1
COMBINATION MARKERBOARD AND TACKBOARD UNIT
LOW GLOSS CERAMIC STEEL, VINYL-WRAPPED, ANODIZED ALUMINUM FRAME
__' WIDE X __' HIGH - __' WIDE MARKERBOARD WITH __' WIDE TACKBOARD EITHER SIDE
MB-5
SINGLE TACKBOARD UNIT
COLOR-IMPREGNATED CORK, ANODIZED ALUMINUM FRAME
__' WIDE X __' HIGH
TB-1
SINGLE TACKBOARD UNIT
VINYL-WRAPPED, ANODIZED ALUMINUM FRAME
__' WIDE X __' HIGH
TB-2
SINGLE MARKERBOARD UNIT
LOW-GLOSS CERAMIC STEEL, ANODIZED ALUMINUM FRAME
__' WIDE X __' HIGH
SINGLE MARKERBOARD UNIT
LOW-GLOSS CERAMIC STEEL, ANODIZED ALUMINUM FRAME
__' WIDE X __' HIGH
VISUAL DISPLAY BOARD GENERAL NOTES
1. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.
2. VISUAL DISPLAY BOARD TAGS REPRESENT A SINGLE UNIT. COMBINATION BOARDS
INCLUDE MORE THAN ONE MATERIAL TYPE IN THE OVERALL UNIT. (I.E.. MARKERBOARDS
WITH ATTACHED TACKBOARDS)
3. TYPICAL MOUNTING HEIGHT WILL BE 3'-0" A.F.F., UNLESS NOTED OTHERWISE.
4. VISUAL DISPLAY BOARDS TO BE MOUNTED CENTERED ON WALL, UNLESS NOTED
OTHERWISE
5. COORDINATE MOUNTING LOCATION AND REQUIREMENTS WITH ANY TECHNOLOGY
EQUIPMENT (PROJECTOR, SMART BOARDS, ETC.)
6. ACCESSORIES TO INCLUDE FULL LENGTH MAP RAIL, FULL LENGTH MARKERBOARD
TRAY, AND SINGLE FLAG BRACKET PER CLASSROOM
NOT FOR CONSTRUCTION
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ISSUED FOR DATE
1/8" = 1'-0"
FIRST FLOOR PLAN - UNIT F
KEYED NOTES - NEW CONSTRUCTION
DUNCAN LAKE MIDDLE SCHOOL
UNIT A
UNIT B
UNIT C
UNIT D
KEY PLAN
SCALE: NO SCALE
UNIT E
UNIT F
UNIT G
UNIT H
6 SEATS 3 SEATS 11 SEATS 11 SEATS 3 SEATS 6 SEATS
8 SEATS 18 SEATS 20 SEATS 8 SEATS
8 SEATS 18 SEATS 20 SEATS 8 SEATS
63 SEATS
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JOB NO.
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DRAWING NO.
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SCALE:
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CAD NO.
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DRAWN BY:
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CHKD BY: %%U %%U
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DATE: %%U %%U
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DATE:
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CHK
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DESCRIPTION
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DATE
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REVISIONS
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OCCURS.
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CANNOT BE HELD RESPONSIBLE IF ANY DEVIATION
AutoCAD SHX Text TO THE LAYOUT SHOWN, AND THAT HUSSEY SEATING Co.
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THE DEALER/ARCHITECT IS AWARE OF THE CODE APPLIED
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IF NO OTHER CODE IS INDICATED, IT IS ASSUMED THAT
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STATED, PLEASE INDICATE ON THE LINE PROVIDED:
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4. THE LAYOUT SHOWN IS DRAWN PER
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TIERS:
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ROW SPACING:
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RISE:
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MODEL:
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BANK:
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8'-0" AND THAT THE FLOORING IS CONTINUOUS.
AutoCAD SHX Text WILL INSURE THAT FLOORING IS LEVEL WITHIN %%p1/8" IN
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3. THE ARCHITECT, GENERAL CONTRACTOR AND OWNER
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TO THIS DRAWING AND APPROVAL.
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MANUFACTURING AND SUPPLYING PRODUCT ACCORDING
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2. HUSSEY SEATING Co. WILL ASSUME RESPONSIBILITY FOR
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DIMENSIONS EQUAL THEIR CORRESPONDING OVERALL
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SHOWN, INSURE THAT ALL FIELD CHECKED INTERMEDIATE
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1. DEALER WILL VERIFY ALL DIMENSIONS AND INFORMATION
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SUPPLIED WITHOUT THE APPROVAL OF HUSSEY SEATING CO.
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SHOULD THERE BE ANY DEVIATION FROM THE INFORMATION
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RESPONSIBILITY FOR THE ACCURACY, OR RELEVANCE,
AutoCAD SHX Text DEALER. HUSSEY SEATING Co. DOES NOT ACCEPT ANY
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INFORMATION SUPPLIED BY THE ARCHITECT, AND/OR
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THIS PLAN HAS BEEN DRAWN IN ACCORDANCE WITH THE
AutoCAD SHX Text %%uBANK SUMMARY%%u
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AutoCAD SHX Text Approval
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%%UIMPORTANT
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IF THE APPLICABLE CODE IS DIFFERENT THAN THE ONE
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DIMENSION, AND RETURN THIS DRAWING WITH THE
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APPROPRIATE SIGNATURES FOR FURTHER ACTION.
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FLOOR CONSTRUCTION:
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WALL CONSTRUCTION:
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HUSSEY SEATING CO. INTERPRETATION OF:
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5. HUSSEY SEATING COMPANY STRIVES TO CONTINUOUSLY
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IMPROVE IT'S PRODUCT AND MANUFACTURING METHODS.
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THE COMPANY RESERVES THE RIGHT TO MAKE CHANGES
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WITHOUT NOTICE WHEN, IN THE OPINION OF THE
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COMPANY, SUCH CHANGES IMPROVE THE PRODUCT OR
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IT'S PERFORMANCE.
AutoCAD SHX Text %%uFIELD SUMMARY%%u
AutoCAD SHX Text (REQUIRED %%uWITH%%u FIELD CHECK)
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ATTACHMENT TYPE:
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RAILED END
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(SEE DETAIL)
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SELF STORING
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INDICATES SECTION
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NUMBER FOR BANK
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AISLE
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FOOT LEVEL
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AISLE HAND
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RAIL
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AISLE STEP
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WHEELCHAIR
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ACCESS SPACE
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COMPANION
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SEAT (18" W)
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IN CLOSED POSITION
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TELESCOPIC SEATING
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(WALL MOUNTED)
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POWER SUPPLY
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PENDANT CONTROL
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END PANEL
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COMPANION
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SPACE (24" W)
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HATCHWAY
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PENDANT CONTROL
AutoCAD SHX Text "PFe"
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(SEE DETAIL)
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KEY SWITCH CONTROL
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POWER SUPPLY
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(FLOOR MOUNTED)
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INDICATES CUT MODULE
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CM
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CONTOUR PLASTIC
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BACKREST
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WOOD
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BACKREST
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NON-USEABLE SEAT
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[ ] = VALUE IN MILLIMETERS
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%%UFLEX ROW SCHEDULE
AutoCAD SHX Text 2, 2, 2, 2, 2, 2, 2, AutoCAD SHX Text
GROSS SEATS = 630
AutoCAD SHX Text Net Seats = 549
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%%UPLAN OF SEATING%%U
AutoCAD SHX Text 3/32" = 1'
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IBC 2015
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MAXAM26
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AutoCAD SHX Text 24"
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WOOD
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CONCRETE BLOCK
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LOWER WALL
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PLAN OF SEATING: BANK A
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DUNCAN LAKE MIDDLE SCHOOL
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CALEDONIA, MI
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HUSSEY
AutoCAD SHX Text 11/19/2020
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AS NOTED
AutoCAD SHX Text Q495143-4
AutoCAD SHX Text Q495143-4
AutoCAD SHX Text C-703847
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NORTH BERWICK, ME. 03906
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38 DYER STREET EXT.
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TELEPHONE: (207) 676-2271 FAX: (207) 676-2222
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MAXIMUM ALLOWABLE FULL LOAD VOLTAGE DROP IS 4 %.
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POWER SUPPLY: (SUPPLIED BY ELECTRICAL CONTRACTOR)(E.C.)
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1.25 SERVICE FACTOR
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EACH MOTOR; 1/2 HP, 115V, 60 HZ, 6.6 AMPS, SINGLE PHASE
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%%UELECTRICAL SPECIFICATIONS:%%U
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BKS:
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120 V, 60 HZ, 30 A, SINGLE PHASE, 2 CONDUCTORS + GROUND
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CONTROL:
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PENDANT/KEY
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MODEL
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PWR FRAME
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NO. OF
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MOTORS
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LETTER
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BANK
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POWERED
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TIER
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POWER SUPPLY
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INTEGRAL POWER SUMMARY
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LOCATION
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PF2
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PENDANT
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AutoCAD SHX Text 48'-0"
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%%UPOWER SUPPLY DETAIL:%%U (STANDARD)
AutoCAD SHX Text MANUAL LOCKING DISCONNECT ANUAL LOCKING DISCONNECT NON-FUSED (BY E.C.) SEATING POWER SEATING POWER SUPPLY (BY E.C.) SEE ELECTRICAL SPECIFICATIONS
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POWER SPECIFICATIONS
AutoCAD SHX Text 12"[305]X 12"[305]X 6"[152] JUNCTION BOX TO BE ABOVE FLOOR (BY E.C.) (WIRED BY E.C.)
AutoCAD SHX Text 5'-0" [1524]
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JOB NO.
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DRAWING NO.
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SCALE:
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CAD NO.
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DRAWN BY:
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CHKD BY: %%U %%U
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DATE: %%U %%U
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DATE:
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CHK
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DESCRIPTION
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DATE
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REVISIONS
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OCCURS.
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CANNOT BE HELD RESPONSIBLE IF ANY DEVIATION
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THE DEALER/ARCHITECT IS AWARE OF THE CODE APPLIED
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IF NO OTHER CODE IS INDICATED, IT IS ASSUMED THAT
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STATED, PLEASE INDICATE ON THE LINE PROVIDED:
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4. THE LAYOUT SHOWN IS DRAWN PER
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TIERS:
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ROW SPACING:
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RISE:
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MODEL:
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BANK:
AutoCAD SHX Text %%uGENERAL NOTES
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8'-0" AND THAT THE FLOORING IS CONTINUOUS.
AutoCAD SHX Text WILL INSURE THAT FLOORING IS LEVEL WITHIN %%p1/8" IN
AutoCAD SHX Text
3. THE ARCHITECT, GENERAL CONTRACTOR AND OWNER
AutoCAD SHX Text
TO THIS DRAWING AND APPROVAL.
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MANUFACTURING AND SUPPLYING PRODUCT ACCORDING
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2. HUSSEY SEATING Co. WILL ASSUME RESPONSIBILITY FOR
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DIMENSIONS EQUAL THEIR CORRESPONDING OVERALL
AutoCAD SHX Text
SHOWN, INSURE THAT ALL FIELD CHECKED INTERMEDIATE
AutoCAD SHX Text
1. DEALER WILL VERIFY ALL DIMENSIONS AND INFORMATION
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SUPPLIED WITHOUT THE APPROVAL OF HUSSEY SEATING CO.
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SHOULD THERE BE ANY DEVIATION FROM THE INFORMATION
AutoCAD SHX Text
RESPONSIBILITY FOR THE ACCURACY, OR RELEVANCE,
AutoCAD SHX Text DEALER. HUSSEY SEATING Co. DOES NOT ACCEPT ANY
AutoCAD SHX Text
INFORMATION SUPPLIED BY THE ARCHITECT, AND/OR
AutoCAD SHX Text
THIS PLAN HAS BEEN DRAWN IN ACCORDANCE WITH THE
AutoCAD SHX Text %%uBANK SUMMARY%%u
AutoCAD SHX Text By: %%u %%u
AutoCAD SHX Text Approval
AutoCAD SHX Text Date: %%u %%u
AutoCAD SHX Text
%%UIMPORTANT
AutoCAD SHX Text Date: %%u %%u
AutoCAD SHX Text By: %%u %%u
AutoCAD SHX Text Field Check
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IF THE APPLICABLE CODE IS DIFFERENT THAN THE ONE
AutoCAD SHX Text
DIMENSION, AND RETURN THIS DRAWING WITH THE
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APPROPRIATE SIGNATURES FOR FURTHER ACTION.
AutoCAD SHX Text
FLOOR CONSTRUCTION:
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WALL CONSTRUCTION:
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HUSSEY SEATING CO. INTERPRETATION OF:
AutoCAD SHX Text
5. HUSSEY SEATING COMPANY STRIVES TO CONTINUOUSLY
AutoCAD SHX Text
IMPROVE IT'S PRODUCT AND MANUFACTURING METHODS.
AutoCAD SHX Text
THE COMPANY RESERVES THE RIGHT TO MAKE CHANGES
AutoCAD SHX Text
WITHOUT NOTICE WHEN, IN THE OPINION OF THE
AutoCAD SHX Text
COMPANY, SUCH CHANGES IMPROVE THE PRODUCT OR
AutoCAD SHX Text
IT'S PERFORMANCE.
AutoCAD SHX Text %%uFIELD SUMMARY%%u
AutoCAD SHX Text (REQUIRED %%uWITH%%u FIELD CHECK)
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ATTACHMENT TYPE:
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SECTION
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SC01
AutoCAD SHX Text 3/8" = 1'
AutoCAD SHX Text A
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IBC 2015
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MAXAM26
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AutoCAD SHX Text 24"
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WOOD
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CONCRETE BLOCK
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LOWER WALL
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SECTION VIEWS: BANK A
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DUNCAN LAKE MIDDLE SCHOOL
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CALEDONIA, MI
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HUSSEY
AutoCAD SHX Text 11/19/2020
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AS NOTED
AutoCAD SHX Text Q495143-4
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AutoCAD SHX Text C-703847
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NORTH BERWICK, ME. 03906
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38 DYER STREET EXT.
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TELEPHONE: (207) 676-2271 FAX: (207) 676-2222
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S
%%UWHEEL LOADS
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SECTION WIDTH
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DIMENSION A:
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WEIGHT:
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DEAD LOAD (CLOSED) M:
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SERVICE LOAD + DEAD LOAD N:
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LIVE LOAD + DEAD LOAD O:
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WEIGHT PER WHEEL P:
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PRESSURE PER WHEEL Q:
AutoCAD SHX Text FEET [mm]
AutoCAD SHX Text INCHES [mm]
AutoCAD SHX Text POUNDS [Kg]
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DIMENSION B:
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DIMENSION C:
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JOB NUMBER:
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JOB LOCATION:
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LOCATION:
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SECTION 1
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SECTION 2
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SECTION 3
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SECTION 4
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SECTION 5
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SECTION 6
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SECTION 7
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SECTION 8
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BANK
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ROW SPACING
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RISE
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TIERS
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STAND TYPE
AutoCAD SHX Text NOTE: LOADINGS GIVEN APPLICABLE ONLY TO THE SEATING DESCRIBED AND THIS JOB. VALUES OF LOADS ARE NOMINAL VALUES INTENDED TO PROVIDE GENERAL GUIDANCE TO THE OWN OR HIS/HER ARCHITECT. DESIGN: 100 psf [488.2 Kg/M ] OVER HORIZONTAL PROJECTION 2] OVER HORIZONTAL PROJECTION 120 plf [178.6 Kg/M] OF FOOTBOARD 120 plf [178.6 Kg/M] OF SEATBOARD 10 plf [14.9 Kg/M] OF SEATBOARD FRONT TO BACK SWAY 24 plf [35 Kg/M] OF SEATBOARD SIDE TO SIDE SWAY SERVICE LIVE LOAD IS ASSUMED AS 67% OF DESIGN LIVE LOAD
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PER SECTION
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INTEGRAL DOLLY CASTERS:
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WEIGHT PER CASTER:
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PRESSURE PER WHEEL:
AutoCAD SHX Text PULL FORCE AT RADIUS OF DRIVE WHEELS (lbs [N])
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NUMBER OF DRIVE WHEELS PER FRAME
AutoCAD SHX Text POWER FRAME SPEED (fpm [m/sec])
AutoCAD SHX Text DRIVE WHEEL CONTACT = 4 in [26 cm ]2 [26 cm ]2]
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PF1
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PF2
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PF3
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PF4
AutoCAD SHX Text 160 [712]
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AutoCAD SHX Text 478 [2126]
AutoCAD SHX Text 956 [4253]
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AutoCAD SHX Text 25 [.13]
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AutoCAD SHX Text 25 [.13]
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AutoCAD SHX Text IDEALIZED WHEEL LOAD SERVICE LIVE LOAD + DEAD LOAD (lb[Kg]/WHEEL) average = p APPROXIMATE AVERAGE CONTACT PRESSURE ON FLOOR FOR SOFT FACE WHEEL (PSI [Kg/sq cm]) = Q
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%%UTYPICAL MAXAM CASTER HORN
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FRAMES (TYP)
AutoCAD SHX Text IDEALIZED UNIFORM DISTRIBUTED LOAD. DEAD LOAD IN CLOSED POSITION (psf [KG/sq cm]) M
AutoCAD SHX Text IDEALIZED LINE LOAD DEAD LOAD + SERVICE LIVE LOAD (plf [Kg/cm]) N DEAD LOAD + DESIGN LIVE LOAD (plf [Kg/cm]) O
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FRAMES STEP OUT 2 1/4" [57] EACH ROW (TYP)
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PLAN VIEW CLOSED POSITION
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PLAN VIEW OPEN POSITION
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ON POWERED BLEACHERS
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OPEN DIMENSION =
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WHEEL BEARING AREA
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WHEEL BEARING AREA
AutoCAD SHX Text Q495143-4
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DUNCAN LAKE MIDDLE SCHOOL
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CALEDONIA, MI
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AutoCAD SHX Text 9.625
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WALL ATTACHED
AutoCAD SHX Text 24[7315]
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45.83 [1164]
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19.25 [489]
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157.84 [4009]
AutoCAD SHX Text 24[7315]
AutoCAD SHX Text 5049 [2290]
AutoCAD SHX Text 615 [0.3]
AutoCAD SHX Text 935 [13.92]
AutoCAD SHX Text 22.5[6858]
AutoCAD SHX Text 1331 [19.81]
AutoCAD SHX Text 798 [361.96]
AutoCAD SHX Text 319 [22.44]
AutoCAD SHX Text 24[7315]
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45.83 [1164]
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19.25 [489]
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157.84 [4009]
AutoCAD SHX Text 4806 [2180]
AutoCAD SHX Text 585 [0.29]
AutoCAD SHX Text 929 [13.82]
AutoCAD SHX Text 1325 [19.71]
AutoCAD SHX Text 793 [359.52]
AutoCAD SHX Text 317 [22.29]
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45.83 [1164]
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19.25 [489]
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139.84 [3552]
AutoCAD SHX Text 4167 [1890]
AutoCAD SHX Text 507 [0.25]
AutoCAD SHX Text 862 [12.83]
AutoCAD SHX Text 1233 [18.35]
AutoCAD SHX Text 736 [333.64]
AutoCAD SHX Text 294 [20.69]
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45.83 [1164]
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19.25 [489]
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157.84 [4009]
AutoCAD SHX Text 5049 [2290]
AutoCAD SHX Text 615 [0.3]
AutoCAD SHX Text 935 [13.92]
AutoCAD SHX Text 1331 [19.81]
AutoCAD SHX Text 798 [361.96]
AutoCAD SHX Text 319 [22.44]
20'-2 7/8" [6169]
File details come from the government source that posted it. Updated .