GRADING, EROSION CONTROLBUILDING FLOOR PLANOFFICE ...
10
Transcript of GRADING, EROSION CONTROLBUILDING FLOOR PLANOFFICE ...
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GRADING, EROSION CONTROL
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BUILDING FLOOR PLAN
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OFFICE & MEZZANINE PLAN
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A-1
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A-2
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LANDSCAPING PLAN
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SITE PLAN
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INDEX OF DRAWINGS:
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S-2
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S-4
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S-1
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608/838-0444 FAX 608/838-0445
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McFarland, Wisconsin 53558
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Calkins Engineering L.L.C.
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MADISON, WISCONSIN
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TJK Design and Construction
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634 West Main
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Madison Wisconsin 53703
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608/257-1090 FAX 608/257-1092
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5018 VOGES ROAD
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Proposed Facility for:
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UNION TRANSFER
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CONSTRUCTION
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G
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S
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I
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D
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E
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N
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A
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D
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N
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4918 Trianggle Street
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Wentworth Designs Inc.
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3294 Brooklyn Drive
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Stoughton, Wisconsin 53589
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608/873-9697 FAX 608/873-9617
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SITE UTILITIES
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S-3
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BUILDING ELEVATIONS
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BUILDING ELEVATIONS
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A-3
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A-4
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FOUNDATION PLAN
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F-1
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MEZZ FRAMING / WALL SECTIONS
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A-5
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PROPOSED STORM SEWER PLAN
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S-2.1
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N 00d 07' 06" W
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(1.0226 ACRES)
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44,543 SQ. FT.
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LOT 2
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WITH MAX. SLOPE OF 1:10, DIAMOND MESH SURFACE FULL WIDTH
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TO BE 1:12, MIN. WIDTH TO BE 36", FLARE SIDES 72" EACH SIDE
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H.C. CURB CUTS AND RAMPS PER ADA SEC. 4.7 MAX. SLOPE
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BITUMINOUS PAVING IS 3" SURFACE COURSE ON 8" COMPACTED
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LARGE CAR
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NUMBER OF TREES SHOWN
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ACCESSIBLE
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TOTAL
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2
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22
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SEE LANDSCAPING PLAN
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TIMOTHY J. KRITTER P.E. R.A.
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PROFESSIONAL:
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PARKING SPACES:
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SUPERVISING
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REGISTRATION E-26369
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ACCESSIBLE STALLS 2
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EMPLOYEE STALLS 20
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1.15 ACRES
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GROSS SQUARE FEET OF RETAIL AREA
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NUMBER OF EMPLOYEES IN WAREHOUSE
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GROSS SQUARE FEET OF OFFICE
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TOTAL SQUARE FOOTAGE OF BUILDING
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OFFICE / WAREHOUSE FACILITY
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NUMBER OF EMPLOYEES ON PRODUCTION AREA
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NUMBER OF BUILDING STORIES (ABOVE GRADE)
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DILHR TYPE OF CONSTRUCTION (NEW STRUCTURES OR ADDITIONS)
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5018 VOGES ROAD, MADISON
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NUMBER OF BICYCLE STALLS SHOWN
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NUMBER OF PARKING STALLS:
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CAPACITY OF RESTAURANT / PLACE OF ASSEMBLY
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SMALL CAR
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USE OF PROPERTY
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SITE ADDRESS
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SITE ACREAGE (TOTAL)
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BUILDING HEIGHT
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30'-0"
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N.A.
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SHOWN
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20
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6
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5
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N.A.
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N.A.
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36,000 S.F.
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4,800 S.F.
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ONE
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NO. 6
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PARKING LOT PLAN SITE INFORMATION BLOCK
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PROJECT
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NORTH
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(4.4959 ACRES)
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195,841 SQUARE FEET
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36,000 SQ. FEET
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77,425 SQ. FEET
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1,004 SQ. FEET
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; 112,425 SQ. FEET
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PERCENT IMPERVIOUS: 57 % OF SITE
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PERCENT GREENSPACE: 43 % OF SITE
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TOTAL IMPERIOUS:
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BUILDING AREA:
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ASPHALT AREA:
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EXTERIOR WALKS:
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SITE AREA:
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SCALE: 1" = 30'-0"
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PROPOSED SITE PLAN
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5018 VOGES ROAD
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MADISON, WISCONSIN
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BUILDING TYPE: TYPE NO. 6, CHAPTER 54
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PROJECT INFORMATION
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LOCATION:
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1
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S-1
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STONE BASE THRU-OUT TRUCK TRAFFIC AREA.
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6 BAG MIX WITH WESTERN FINISH.
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ALL EXTERIOR CONCRETE SIDEWALKS TO BE 4" THICK
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5.
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AND DEPTH OF RAMP.
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4.
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3.
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ALL PAINT STRIPPING SHALL BE 6" WIDE, WHITE.
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GENERAL NOTES:
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2.
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1.
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VOGES ROAD
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39'-0" DRIVE
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S 88d 22' 09" W
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10'
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S 00d 20' 27" E
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290.30'
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20'-0"
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30'-0" DRIVE
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183.76'
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(1.0226 ACRES)
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44,543 SQ. FT.
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LOT 3
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S 88d 22' 09" W
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183.77'
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N 00d 13' 47" W
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290.32'
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6 SPA. @ 9'-0" = 54'-0"
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WALL W/ 42" STEEL
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30'-0" LONG RETAINING
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GENERAL ORDINANCE (20'-0" RADIUS)
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DRIVE APROACH PER CITY OF MADISON
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TRANS
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5 STALL BIKE
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RACK BY
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OWNER
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30'-0"
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6'
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15'-0"
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S 88d 22' 09" W
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RADIUS
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20'-0"
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125'-0"
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174.85'
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27'-6"
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5'
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15'-2"
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8"
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97'-0"
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16'-0"
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150'-0" OUT TO OUT OF BUILDING
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S 00d 20' 27" E 328.61'
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15'-0"
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20'-0"
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12'x10'
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8'x8'
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8'x8'
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6'
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6/7/00
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MADISON, WISCONSIN
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PROPOSED FACILITY FOR:
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UNION TRANSFER
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S-1
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5018 VOGES ROAD
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CONSTRUCTION
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D
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G
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S
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I
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E
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N
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A
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N
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D
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N 88d 22' 09" E
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8'
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8'
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5'
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8"
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16'-2"
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45'-0"
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183.20'
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(540.20')
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8'x8'
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PROPOSED FACILITY
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150'-0"x 240'-0"
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36,000 SQ.FT.
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8'x8'
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8'x8'
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N 88d 41' 22" E 539.91'
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OUTSIDE TRAILER
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PARKING (9 STALLS)
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11 STALLS @ 9'-0" = 99'-0"
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10'x12'
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4'
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183.20'
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N 88d 22' 09" E
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290.33'
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N 00d 07' 06" W
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331.66'
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(4.4959 ACRES)
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195,841 SQ. FT.
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LOT 1
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FAX 608-257-1092
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Madison, WI 53703
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634 West Main
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608-257-1090
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20'-0"
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RADIUS
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20'-0"
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RADIUS
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12'-0"
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125'-0"
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30'-0"
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BUILDING IS 35'-0" FROM
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AND PARELLEL TO REAR
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PROPERTY LINE
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PINCH POINT
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AT BUILDING
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55'-0"
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CORNER
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48'-8"
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57'-8 1/2"
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PINCH POINT
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AT BUILDING
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CORNER
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15'-0"
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; 20'-0"
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VARIES
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; 20'-0"
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STORM WATER DETENSION BASIN
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SEE DRAINAGE PLAN S-2 FOR
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ADDITIONAL INFORMATION
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RETAINING WALLS AT DRIVE-N
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(1) - 15'-0" LONG / (1) - 24'-0" LONG
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18'-0"
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6'
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DOCKS, (RAMP-UP 32")
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VARIES
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12"
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60'-0"
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40'-0"
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EXISTING TREE LINE BUFFER STRIP ALONG SOUTH
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EDGE OF ACCESS DRIVE TO BE MAINTAINED
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20'-0"
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RADIUS
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GAURDRAIL AT DOCK
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STOP SIGN
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30'-0"
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55'-0"
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9 STALL @ 12'-0" = 108'-0"
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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7'-0" R
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48" R
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7'-0" R
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7'-0" R
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48" R
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48" R
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48" R
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15'-0" R
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8'
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24"
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5'
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5'-0" WIDE ACCESSIBLE
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ASPHALTIC WALKWAY TO
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CITY SIDEWALK
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20'-0" RADIUS
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APPROACH IS APPROXIMATLEY
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15'-0" x 15'-0" DUMPSTER
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PAD WITH 6'-0" HIGH
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SEE GENERAL NOTES
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(TWO SIDED DUMPSTER SCREEN LOCATED AT SOUTH-
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WITH SLATS SUPPORTED ON STEEL POSTS.
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DUMPSTER SCREENING TO BE 6'-0" HIGH CHAINLINK
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EAST CORNER OF BUILDING)
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CORNERS. (REAR ELEVATION ONLY)
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12" DIA. CONC. FILLED STEEL BOLLARD AT BUILDING
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6.
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H.C.
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SIGNAGE
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S 00d 20' 27" E
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290.30'
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RADIUS
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20'-0"
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7.
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SEE BUILDING ELEVATIONS (SHEET A-3 & A-4) FOR TYPE
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AND LOCATION OF EXTERIOR BUILDING LIGHTING
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1,050 FEET FROM NEAREST INTERSECTION)
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1" SIGN CONDUIT UNDER APPROACH PER CITY
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OF MADISON ORDINANCE. (STUB UP FOR FUTURE SIGN)
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SEE SHEET S-3 FOR WATER SERVICE
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PROPOSED PRIVATE FIRE HYDRANT
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AND HYDRANT INFORMATION
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SEE SHEET S-3 FOR ADDITIONAL INFORMATION
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EXISTING CITY OF MADISON FIRE HYDRANT
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SEE SHEET S-3 FOR WATER SERVICE
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PROPOSED PRIVATE FIRE HYDRANT
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AND HYDRANT INFORMATION
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TWO 10'-0" x 50'-0" LOADING BIRTHS
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GAURDRAIL AT DOCK
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30'-0" LONG RETAINING
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WALL WITH STEEL
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ACCESSIBLE CROSS-WALK
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REVISED: 8/3/00
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5'
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12'x10'
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REVISED: 8/15/00
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40'-0" WIDE FROM CENTERLINE
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DEDICATED RIGHT OF WAY
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OF ROADWAY TO PROPERTY LINE
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RAMP
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RAMP
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27'-0"
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SEE DETAIL
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FOR ACCESSIBLE
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SIDEWALK RAMP
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TYP.
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2
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S-1
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NOT TO SCALE
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SIDEWALK ACCESS RAMP
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EASEMENT FOR
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PUBLIC WALKWAY
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8'-0" WIDE
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G
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SCALE: 1" = 10'-0"
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PROPOSED FLOOR PLAN
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J
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A-1
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1
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H
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F
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E
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D
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30'-0" WALL LENGTH
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CHAMFER AND 42" HIGH CONTINUOUS
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STEEL RAILS. (TOP OF WALL = 99'-9")
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8" THICK RETAINING WALL WITH 3/4"
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C
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B
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A
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1
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2
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3
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4
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5
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6
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7
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8
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9
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F-1
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8/3/00
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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5018 VOGES ROAD
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PROPOSED FACILITY FOR:
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UNION TRANSFER
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MADISON, WISCONSIN
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CONSTRUCTION
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D
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G
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S
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I
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E
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N
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A
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N
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D
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634 West Main Street
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Madison, WI 53703
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608-257-1090
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FAX 608-257-1092
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(TOP OF WALL = 99'-9")
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8" WALL 24'-0" & 15'-0" LONG
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AT LOADING DOCK. 7'-9" WALLS
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(42" DOCK RAIL ON BOTH WALLS)
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INTERIOR FOOTING PADS
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TOP OF FTG = 99'-7"
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REINF WITH #5's @ 6" O.C. E.W.
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15" x 15" BOX OUT AT
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ALL INTERIOR COLUMNS
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(FUTURE COLUMNS)
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M-1
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C.2
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D
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C
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A
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A
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A
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A
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A
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A
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A
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A
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WALL
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WALL
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3'-9"
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7'-9"
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WALL
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WALL
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5'-9"
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3'-9"
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8"
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COLUMN CONNECTION
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REINF W/ 6"x6"-#6x#6
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SCALE: 1/2" = 1'-0"
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INTERIOR COLUMN FOOTING
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F-1
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1'-0"
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4
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W.W.F. (TYPICAL)
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4"
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TOP OF ALL
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EL = 99'-7"
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INTERIOR FTG'S
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SEE SCHEDULE
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# 5's @ 6" o.c. e.w.
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SECTION AT PILASTER
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SCALE: 1/2" = 1'
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SECTION AT TYPICAL FOUNDATION WALL
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SLAB ON GRADE
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F-1
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2
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NOTE:
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(SEE PLAN)
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TO BE 7'-9" WALL
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LOADING DOCK AREA
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FOUNDATION WALL AT
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*
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100'-0"
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TOP OF
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WALL
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WALL
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A36 ANCHOR BOLTS
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BOX-OUT FOR
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TYPICAL AT FOUNDATION
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(2) - # 4's TOP & BOTTOM
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(DOW OR BETTER)
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1 1/2" STYROFOAM CONT
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#4 DOWELS @ 24" O.C.
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3
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F-1
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SCALE: 1/2" = 1'-0"
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VARIES SEE PLAN
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15" W/ 3' HOOK, 9" MIN.
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EMBEDMENT.
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A 36 ANCHOR BOLT
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100'-0"
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TOP OF
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#5's @ 6" O.C. EA WAY
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# 3 TIES @ 12" o.c.
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# 5 VERTICAL BARS
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(DOW OR BETTER)
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1 1/2" STYROFOAM CONT
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6" @ TOP TIE
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# 5 HAIRPIN 12'-0"
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SLAB ON GRADE
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SLAB ON GRADE
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REINFORCING
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#5 @ 6" O.C. EA WAY
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#5 @ 6" O.C. EA WAY
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#5 @ 6" O.C. EA WAY
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#5 @ 6" O.C. EA WAY
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4'-0" x 4'-0" x 12"
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A
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7'-6" x 7'-6" x 12"
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6'-0" x 6'-0" x 12"
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5'-6" x 5'-6" x 12"
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B
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C
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D
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FOOTING SCHEDULE
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MARK
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SIZE
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TOP OF FOOTING = 99'-7"
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REMARKS
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WALL
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5'-9"
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3'-9"
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WALL
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TOP OF WALL = 99'-0"
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100-0" TOP OF SLAB ON GRADE
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6 x 6 / #10 - #10 W.W.F. THRU-OUT
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5" CONCRETE SLAB REINFORCED W/
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TOP OF RAMP = 100'-0"
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RAMP
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UP
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BOTTOM OF RAMP = 99'-6"
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TOP OF INTERIOR
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FOOTING TO BE 96'-3"
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TOP OF 12" x 12" PIER
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TO BE 99'-7"
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C.1
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TOP OF WALL = 99'-6"
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DN
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RAMP
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TOP OF WALL = 99'-6"
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TOP OF RAMP = 100'-0"
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EXTERIOR DOCK FOUNDATION
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TO BE 5'-9" WALLS WITH 5"
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CONCRETE RAMP ON TOP OF
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WALL, (PROVIDE 24" LONG
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#4 DOWELS BENT INTO SLAB.
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5'-9" WALL
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3'-9" WALL
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TOP OF
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FOOTING 99'-7"
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8" THICK RETAINING WALL WITH 3/4"
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STEEL RAILS. (TOP OF WALL = 99'-9")
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CHAMFER AND 42" HIGH CONTINUOUS
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30'-0" WALL LENGTH
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C
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B
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B
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D
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D
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B
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A
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A
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F
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F
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DRAWINGS FOR PIT CONFIGURATION
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6'-0" x 8'-0" PIT LEVELER
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SEE MANUFACTURES SHOP
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(PROVIDE STEEL ANGLES AT
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ALL CORNERS)
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ALL CORNERS)
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(PROVIDE STEEL ANGLES AT
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SEE MANUFACTURES SHOP
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6'-0" x 8'-0" PIT LEVELER
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DRAWINGS FOR PIT CONFIGURATION
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B
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B
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B
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B
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B
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C
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C
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C
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C
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C
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C
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E
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E
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D
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D
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D
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D
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E
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E
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E
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2 - #4's
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2'-6" x 2'-6" x 12"
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E
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D
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(SHOWN SHADED) DOWEL INTO
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FOUNDATION W/ #4's @ 16" O.C.
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BOX DOWN 8" BELOW FLR. SLAB
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AT ALL DOOR OPENINGS
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INTO SLAB (TYPICAL)
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# 5 HAIRPIN BENT
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12'-0" LONG BARS
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F
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20" x 12" x CONT.
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2 - #5's CONT.
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TOP OF FOOTING = 95'-10"
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#4 DOWELS VERTICAL
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@ 4'-0" O.C.
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5'-9"
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WALL
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7'-9"
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WALL
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E
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E
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E
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E
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E
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STEEL LINE
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FOUNDATION LINE
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(238'-7" OUT TO OUT OF FOUNDATION)
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TOP OF FOOTING = 99'-6"
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MATERIAL SPEC:
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STRUCTURAL STEEL
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STRUCTURAL TUBING
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REINFORCING STEEL
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CONCRETE FOOTINGS, WALLS
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AND SLABS (5 1/2 BAG MIX)
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SOIL BEARING (ASSUMED)
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BOLTED CONNECTIONS
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FRAMING MATERIAL:
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WELDED ELECTRODES
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LOADING
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DESIGN LIVE LOADS
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LOADING
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SIGNED AND SEALED.
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DILHR SUBMITTAL W/ REQUIRED SB-118,
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STAR BUILDING SYSTEM & PRECAST SEPERATE
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ROOF FRAMES . . . . . . . . . 4 PSF
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SERVICE LOAD . . . . . . . . 3 PSF
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WIND LOAD . . . . . . . . . . . 20 PSF
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SNOW LOAD . . . . . . . . . . 30 PSF
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MAIN FRAMES . . . . . . . . . 4 PSF
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PURLINS . . . . . . . . . . . . . . 4 PSF
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ROOF FRAMING SNOW. . . . . . . . . 30 PSF
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WIND LOAD . . . . . . . . . . . . . . . . . 20 PSF
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WISCONSIN COLLATERAL . . . . . . 3 PSF
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A325 BOLTS
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E70XX RODS
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A36 AND GR 50
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3000 psf
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46 ksi
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3000 psi
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GR 60
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ESTIMATED MAX. REACTIONS AT PRODUCTION:
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WIND LOAD
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K
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K
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SNOW LOAD AND DEAD LOAD
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K
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K
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158
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45
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92.8
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15.4
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AT ALL DOOR OPENINGS
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BOX DOWN 8" BELOW FLR. SLAB
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FOUNDATION W/ #4's @ 16" O.C.
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(SHOWN SHADED) DOWEL INTO
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REVISED: 8/15/00
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STEEL LINE
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STEEL LINE
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REVISED: 8/21/00
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(UNLESS NOTED)
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(UNLESS NOTED)
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12'-0" LONG BARS
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# 5 HAIRPIN BENT
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INTO SLAB (TYPICAL)
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INTO SLAB (TYPICAL)
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# 5 HAIRPIN BENT
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12'-0" LONG BARS
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(UNLESS NOTED)
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16'-0" LONG
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# 5 HAIRPIN
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16'-0" LONG
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# 5 HAIRPIN
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16'-0" LONG
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# 5 HAIRPIN
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16'-0" LONG
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# 5 HAIRPIN
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24"
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TOP OF
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FOOTING 99'-6"
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FOOTING 99'-6"
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TOP OF
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FOOTING 99'-6"
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TOP OF
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REVISED: 9/7/00
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FOUNDATION LINE
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3'-9\"
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DRAWINGS FOR PIT CONFIG.
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6'-0" x 8'-0" PIT LEVELER
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SEE MANUFACTURES SHOP
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(PROVIDE STEEL ANGLES AT
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ALL CORNERS)
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REVISED: 9/14/00
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FOUNDATION LINE
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12"
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12"
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REVISED: 9/21/00
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H
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J
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OVERHEAD
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8'-0" x 8'-0"
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DOOR
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DOOR
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OVERHEAD
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8'-0" x 8'-0"
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8'-0" x 8'-0"
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OVERHEAD
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DOOR
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D
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E
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F
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G
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B
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C
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A
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WITH OPERATOR
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OVERHEAD DOOR
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12'-0" x 16'-0"
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1
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2
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3
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TOOL ROOM
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EQUIPMENT AND
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STAGING AREA
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6x6 / #10-#10 WWF THRU-OUT
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5" CONCRETE SLAB REINFORCED W/
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*
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UNION TRANSFER
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7/14/00
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5018 VOGES ROAD
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A-1
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PROPOSED FACILITY FOR:
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MADISON, WISCONSIN
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4
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5
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6
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7
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8
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CONSTRUCTION
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D
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G
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S
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I
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E
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N
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A
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N
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D
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FAX 608-257-1092
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608-257-1090
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Madison, WI 53703
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634 West Main Street
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9
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PROPOSED FLOOR PLAN
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SCALE: 1" = 10'-0"
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1
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A-1
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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COLUMN
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BUILDING
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8" THICK RETAINING WALLS WITH 3/4"
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STEEL RAILS. (TOP OF WALL = 99'-9")
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CHAMFER AND 42" HIGH CONTINUOUS
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ONE 20'-0" WALL / ONE 15'-0" WALL
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SERVICE
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ELECTRICAL
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PHONE
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PANEL
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W/ LEVER HARDWARE
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METAL DOOR & FRAME
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3'-0' x 7'-0" HOLLOW
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OVERHEAD DOOR WITH
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8'-0" x 8'-0" STEEL INSULATED
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EXIT
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6'-0" x 8'-0" 25,000 lb
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HYDRAULIC DOCK LEVELER
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(ONE PER DOCK)
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112
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113
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(TYPICAL)
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8" MASORY BLOCK WALL
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TO SUPPORT PRECAST
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MEZZANINE DECK
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(PROVIDE STRUCTURAL
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HEADER OVER DOOR)
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12'-0" x 10'-0" STEEL
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OVERHEAD DOOR
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EXIT
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METAL DOOR & FRAME
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W/ LEVER HARDWARE
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3'-0' x 7'-0" HOLLOW
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WAREHOUSE "A"
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150'-0" x 240'-0"
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36,000 SQUARE FEET
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NOTE:
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SEE SHEET A-2 FOR ENLARGED FIRST FLOOR
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OFFICE PLAN AND MEZZANINE PLAN
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30'-0" WALL LENGTH
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CHAMFER AND 42" HIGH CONTINUOUS
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STEEL RAILS. (TOP OF WALL = 99'-9")
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8" THICK RETAINING WALL WITH 3/4"
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8" THICK RETAINING WALL WITH 3/4"
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STEEL RAILS. (TOP OF WALL = 99'-9")
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CHAMFER AND 42" HIGH CONTINUOUS
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30'-0" WALL LENGTH
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4'-0' WIDE STEEL STAIR
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20 TREADS @ 11" = 19'-4" TOTAL RUN
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21 RISERS @ 6 7/8" = 12'-0" TOTAL RISE
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TO
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MEZZ
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12'-0" x 10'-0"
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OVERHEAD DOOR
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WITH OPERATOR
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WITH OPERATOR
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OVERHEAD DOOR
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12'-0" x 10'-0"
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EXIT
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EXIT
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UP
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8"
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C.1
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M-1
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C
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C
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C.2
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A-5
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2
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A-5
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1
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1
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A-5
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REVISED: 8/3/00
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RAMP
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REVISED: 8/15/00
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60" X 60" x 4" FLOOR
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BOX-DOWN FOR FLOOR
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SCALE
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REVISED: 11/1/00
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8" MASORY BLOCK WALL
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VEND.
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DISPENSER
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PAPER
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TIOLET
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18"X 36"
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MIRROR
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115
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116
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201
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114
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112
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111
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113
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CONCRETE
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FUTURE TENANT
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STAGING AREA
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MEZZ STORAGE
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CONCRETE
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CONCRETE
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CONFERENCE
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OFFICE
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OFFICE
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OFFICE
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CARPET
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CARPET
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CARPET
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CARPET
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106
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107
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110
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109
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108
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102
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104
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105
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103
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2 x 2 C.T.
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MEN
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BREAKROOM
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WOMEN
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MECHANICAL
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SHOWER
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CONCRETE
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V.C.T.
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2 x 2 C.T.
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2 x 2 C.T.
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DISPATCH
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RECEPTION
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FILE STORAGE
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SALES OFFICE
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V.C.T.
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CARPET
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CARPET
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CARPET
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101
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%%uROOM FINISH SCHEDULE
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ENTRANCE
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ROOM NAME
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CARPET
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FLOOR FINISH
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3
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SPRINKLER
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EXIT
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RISER AND
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WATER METER
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LOCATION
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TILE CEILING AT 9'-0" WITH 2 x 4 LAY-IN LIGHT FIXTURES
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AND 5/8" G.W.B. FULL HEIGHT, TAPE & FINISH TO 9'-0"
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STUDS TO 10'-0" WITH 3 1/2" SOUND BATT INSULATION
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ALL INTERIOR WALL PARTITIONS TO BE 3 5/8" STEEL
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SCALE: 1/4" = 1'-0"
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STANDARD A.D.A. MOUNTING HEIGHTS
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COMMERCIAL GRADE, DIRECT GLUED, NYLON LOOPED
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3
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A-2
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NONE
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2 x 4 A.C.T.
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2 x 4 A.C.T.
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NONE
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2 x 4 A.C.T.
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2 x 4 A.C.T.
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2 x 4 A.C.T.
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PAINTED G.W.B.
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NONE
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METAL PANEL
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NONE
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NONE
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NONE
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PAINTED G.W.B.
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PAINTED G.W.B.
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PAINTED G.W.B.
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PAINTED G.W.B.
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4" VINYL
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4" VINYL
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4" VINYL
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4" VINYL
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9'-0"
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NONE
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9'-0"
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9'-0"
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8'-0"
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9'-0"
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2 x 4 A.C.T.
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2 x 4 VINYL
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2 x 4 A.C.T.
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2 x 4 VINYL
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2 x 4 VINYL
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2 x 4 A.C.T.
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2 x 4 A.C.T.
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2 x 4 A.C.T.
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2 x 4 A.C.T.
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6" C.T.
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PAINTED G.W.B.
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PAINTED G.W.B.
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PAINTED G.W.B.
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PAINTED G.W.B.
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PAINTED G.W.B.
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4" VINYL
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4" VINYL
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6" C.T.
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6" C.T.
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PAINTED G.W.B.
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PAINTED G.W.B.
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PAINTED G.W.B.
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PAINTED G.W.B.
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4" VINYL
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4" VINYL
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4" VINYL
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4" VINYL
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8'-0"
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9'-0"
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8'-0"
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8'-0"
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9'-0"
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9'-0"
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9'-0"
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9'-0"
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9'-0"
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ALL CARPET THRU-OUT OFFICE AREA TO BE
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CARPET WITH 4" VINYL COVED BASE.
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W/ ACRYLIC LENSES.
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*
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*
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42" HIGH
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WALL
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ENTRANCE AREA
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ALL NEW DOORS THRU-OUT TENANT SPACE TO BE
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3'-0' x 7'-0" SOLID CORE WOOD DOORS IN HOLLOW
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CEILINGS THRU-OUT TENANT SPACE TO BE 2 x 4 ACOUSTIC
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2 x 4 A.C.T.
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CLG. FINISH
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WALL FINISH
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PAINTED G.W.B.
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4" VINYL
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BASE TYPE
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9'-0"
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CLG. HEIGHT
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REMARKS
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FIRST FLOOR OFFICE PLAN
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SCALE: 1/8" = 1'-0"
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A-2
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1
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4
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METAL FRAMES W/ LEVER HARDWARE
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GENERAL NOTES:
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*
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*
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5
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CONFERENCE
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OFFICE
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114
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113
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OFFICE
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111
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EXIT
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UP
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101
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6
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7
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RECEPTION
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104
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DISPACH
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105
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PASS-THRU
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WINDOW WITH
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P-LAM SILL
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BREAKROOM
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109
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FULL HEIGHT BOTH SIDES
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(INSULATE W/ 3 1/2" BATTS)
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THIS OFFICE DEMISING
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WALL TO EXTEND TIGHT
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TO DECK WITH 5/8" G.W.B.
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EXIT
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FUTURE TENANT
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115
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112
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OFFICE
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MECHANICAL
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110
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FUTURE
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102
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FILE
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STORAGE
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103
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OFFICE
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SALES
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107
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MEN
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106
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SHOWER
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108
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VEND.
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VEND.
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WOMAN
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REF
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MEZZANINE DECK
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TO SUPPORT PRECAST
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7/14/00
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5018 VOGES ROAD
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MADISON, WISCONSIN
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UNION TRANSFER
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PROPOSED FACILITY FOR:
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A-2
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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8
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116
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STAGING AREA
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REVISED: 11/3/00
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REVISED: 10/24/00
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REVISED: 9/20/00
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REVISED: 8/15/00
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REVISED: 8/3/00
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608-257-1090
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Madison, WI 53703
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634 West Main Street
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FAX 608-257-1092
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SEE SHEET A-1 FOR
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CONTINUATION OF
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FLOOR PLAN
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CONSTRUCTION
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D
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G
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N
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A
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N
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D
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NON-INSULATED
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10'-0" x 9'-0"
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OVERHEAD DOOR
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TWO 5'-0" WIDE REMOVABLE
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SECTIONS FOR MEZZANINE
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42" STEEL RAIL AT TO HAVE
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LOADING.
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H
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G
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F
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E
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TO 10'-0" ON INSIDE OF TOOL
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DECK, (TAPE AND FINISH
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AND 5/8" G.W.B. TIGHT TO
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TO BE 3 5/8" STEEL STUDS
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ALL TOOL ROOM WALLS
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TOOL ROOM
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ROOM ONLY)
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C
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D
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9
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8
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J
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8" PRECAST MEZZANINE WITH
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2" CONCRETE TOPPING
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TOP OF MEZZANINE = 12'-0"
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3
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MEZZANINE FLOOR PLAN
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SCALE: 1/8" = 1'-0"
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A-2
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2
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4
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5
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6
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MEZZANINE STORAGE
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WITH OWNER
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VERIFY OPENINGS
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42" STEEL RAIL AT
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SECTIONS FOR MEZZANINE
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TWO 5'-0" WIDE REMOVABLE
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42" STEEL RAIL AT TO HAVE
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EDGE OF MEZZANINE
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LOADING.
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201
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DOWN
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7
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FILE ROOM
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ALL TOOL & FILE ROOM
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WALLS TO BE 3 5/8" STEEL
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STUDS AND 5/8" G.W.B.
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TIGHT TO DECK, (TAPE AND
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FINISH TO 10'-0" ON INSIDE
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OF ROOM ONLY) UNLESS NOTED
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3'-0" x 7'-0"
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HOLLOW METAL
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DOOR & FRAME
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DOOR & FRAME
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HOLLOW METAL
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6'-0" x 7'-0"
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6'-0" x 7'-0"
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DOOR & FRAME
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HOLLOW METAL
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REVISED: 1/24/01
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DOOR & FRAME
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HOLLOW METAL
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6'-0" x 7'-0"
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TOOL ROOM
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THIS SEPERATION WALL
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TO FINISH AT 10'-0" WITH
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DRYWALL FULL HEIGHT
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@ 42"
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220 V
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@ 42"
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110 V
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@ 42"
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110 V
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110 V
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@ 42"
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@ 42"
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110 V
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EAST BUILDING ELEVATION
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2
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SCALE: 1" = 10'-0"
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A-3
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AT OVERHEAD DOOR. (TYPICAL)
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(INTERIOR AND EXTERIOR)
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PROVIDE 8" STEEL BOLLARDS
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OVERHEAD DOOR W/ OPERATOR
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STEEL INSULATED 10'-0" x 12'-0"
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METAL DOOR & FRAME
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3'-0' x 7'-0' HOLLOW
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CUTOFF WALLPAC
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SHOWN DASHED
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1
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D
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J
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H
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G
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F
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E
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SOUTH BUILDING ELEVATION
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SCALE: 1" = 10'-0"
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1
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A-3
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DOCK DOOR W/ PIT LEVELERS
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8'-0" x 8'-0" OVERHEAD
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AND BUMPER GAURDS
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METAL DOOR & FRAHME
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STEP FOOTING
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3'-0" x 7'-0" HOLLOW
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35 WATT M.H.
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C
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B
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ENDWALL PARAPET WITH
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1/4" OVER 12 ROOF SLOPE
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CAP FLASHING
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A
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STEP FOOTING
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3'-0" x 7'-0" HOLLOW
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METAL DOOR & FRAHME
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WITH INSULATED LOW "E"
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ALUMINUM WINDOW UNITS
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GLASS
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2 STORY ALUMINUM WINDOW
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GLAZING. (TYPICAL AT OFFICES)
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UNITS W/ INSULATED LOW "E"
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AND BUMPER GAURDS
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DOCK DOOR W/ PIT LEVELERS
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8'-0" x 8'-0" OVERHEAD
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2
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3
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5
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4
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7
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6
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8
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6/7/00
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PROPOSED FACILITY FOR:
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UNION TRANSFER
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A-3
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MADISON, WISCONSIN
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5018 VOGES ROAD
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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608-257-1090
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FAX 608-257-1092
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Madison, WI 53703
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634 West Main Street
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4" SPLIT FACE CONCRETE
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ACCENT BANDS.
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BLOCK VENERE W/ HORIZ.
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METAL ACCENT BAND
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AND MASONRY CAP
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FLASHING.
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CONSTRUCTION
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G
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S
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E
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N
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A
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N
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D
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26 GA ARCHITECTURAL
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WALL SHEETING
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9
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100W HPS FIXTURE IN 2 x 2 LAY-IN
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A. RUUD 16" RECESSED DOWNLIGHT
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PHOTOCELL ON, TIMER OFF,
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B. RUUD DEEP SHEILDS BRONZE
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PHOTOCELL OFF, (6) REQUIRED ON SOUTH ELEVATION
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4) REQUIRED IN ENTRANCE CANOPY
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ELECTRICAL FIXTURES:
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WALL PAC 35 W HPS, PHOTOCELL ON,
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PHOTO CELL OFF (9) - REQUIRED
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C. 35 WATT METAL HALIDE CUT-OFF BRONZE
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WALL-PAC @ 14'-0" A.F.F, PHOTOCELL ON,
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C
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C
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B
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B
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B
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B
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B
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B
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C
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C
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REVISED: 8/3/00
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3'-0' x 7'-0' HOLLOW
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METAL DOOR & FRAME
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REVISED: 8/15/00
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STEEL INSULATED 10'-0" x 12'-0"
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OVERHEAD DOOR W/ OPERATOR
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REVISED: 11/7/00
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A-4
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2
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SCALE: 1" = 10'-0"
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WEST BUILDING ELEVATION
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3'-0" x 7'-0" HOLLOW
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RETAINING WALLS AT DRIVE-IN
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DOCK WITH STEEL GAURD RAILS
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METAL DOOR & FRAHME
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SHOWN DASHED
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ENDWALL PARAPET WITH
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1/4" OVER 12 ROOF SLOPE
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CAP FLASHING
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B
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C
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D
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SCALE: 1" = 10'-0"
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NORTH BUILDING ELEVATION
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A-4
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1
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STEP FOOTING
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CUTOFF WALLPAC
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35 WATT M.H.
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E
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F
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26 GA ARCHITECTURAL
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WALL SHEETING
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H
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J
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CAP FLASHING
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ENDWALL PARAPET WITH
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CUTOFF WALLPAC
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1
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2
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3
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4
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35 WATT M.H.
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5
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6
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CUTOFF WALLPAC
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35 WATT M.H.
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7
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8
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UNION TRANSFER
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PROPOSED FACILITY FOR:
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MADISON, WISCONSIN
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5018 VOGES ROAD
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6/7/00
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A-4
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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634 West Main Street
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9
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608-257-1090
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FAX 608-257-1092
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Madison, WI 53703
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CONSTRUCTION
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D
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G
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S
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I
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E
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N
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A
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N
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D
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C
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C
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C
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C
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C
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A
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REVISED: 8/3/00
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G
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STEP FOOTING
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STEEL STAIR TO GRADE
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3'-0' x 7'-0' HOLLOW
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METAL DOOR & FRAME
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REVISED: 11/7/00
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MADISON, WISCONSIN
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PROPOSED FACILITY FOR:
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5018 VOGES ROAD
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UNION TRANSFER
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A-5
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7/6/00
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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634 West Main Street
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Madison, WI 53703
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FAX 608-257-1092
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608-257-1090
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CONSTRUCTION
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D
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G
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S
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I
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E
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N
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A
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N
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D
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WALL PANEL
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STARMARK
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PREFINISHED
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FLASH
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10" CEE GIRT
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AT 20'-0" BY
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STAR MFGR.
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DRIP EDGE
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AND FLASH
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1 ["
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3"
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["
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STARMARK
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WALL PANEL
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MAINFRAME
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STEEL
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8" GIRTS
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METAL FLASHING
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CLASSIC GREEN
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STARMARK
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10" GIRTS
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METAL CAP FLASHING
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CLASSIC GREEN
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ENDWALL FRAMING
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OF WAREHOUSE
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R-20 ROOF
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INSULATION
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10" ROOF PURLIN
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PARAPET HEIGHT
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30'-0"
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20'-0"
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10'-0"
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FINISHED FLOOR 0'-0"
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PANELS
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ROOF HEIGHT
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VARIES W/ SLOPE
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(EXTERIOR)
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CLASSIC GREEN
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METAL FLASHING
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(EXTERIOR)
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(FLUSH)
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8 1/2" GIRTS
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PANELS
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STARMARK
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STUB COLUMN
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BY STAR
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SEE SHEET F-1
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FOR FOUNDATION
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INFORMATION
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240'-0" OVERALL
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BUILDING LENGTH
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STEEL LINE
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238'-9" OVERALL
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FOUNDATION LENGTH
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FOUNDATION LINE
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BOND BEAM W/ 2 - #4's
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EMBEDED ANCHOR AND WELDING
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BEAM FULL)
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(SLUSH ENTIRE LENGTH OF BOND
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PLATE CONTINUOUS IN BOND BEAM
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CONTINUOUS
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TOP OF MEZZ
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12'-0"
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8" PRECAST CONCRETE PLANK
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WITH 2" CONCRETE TOPPING
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42" HIGH STEEL RAIL WITH 4" STEEL
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TOE KICK CONTINUOUS AT EDGE OF
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MEZZANINE. WELD TO STEEL ANGLE
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POUR STOP
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CONT PLATE TO BE 3/8" x 4"
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W/ WELDED STUDS AT 48" O.C.
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8" MASONRY WALL W/ # 4'S
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AT 4'-0" O.C. DOWEL TO FOOTING
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5
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A-5
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SCALE: 1/8" = 1'-0"
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3
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4
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W 24 x 84
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W 24 x 84
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2" CONCRETE TOPPING
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(FINISH FLOOR = 12'-0")
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8" PRECAST PLANK
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MEZZANINE FRAMING PLAN
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1
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TS 4x4x3/16"
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W 24 x 84
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6
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W 24 x 84
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7
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W 24 x 84
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8
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OPEN AREA FOR
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STEEL STAIR
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TO BE SUPPORTED WITH A
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THIS SECTION OF PLANK
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STEEL HANGER
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PERCAST SUPPLIER
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STEEL HANGER BY
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8" MASORY BLOCK WALL
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MEZZANINE DECK
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TO SUPPORT PRECAST
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9
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J
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H
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G
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F
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E
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C.2
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D
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C.1
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M-1
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C
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FACE OF
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FOUNDATION
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W 10 x 60
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W 10 x 60
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W 18 x 50
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W 18 x 50
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W 18 x 50
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W 18 x 50
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CREATE BEAM POCKET IN
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PILASTER FOR BEAM
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BEARING, PROVIDE 6" x 6"
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EMBEDDED PLATE)
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W 24 x 84
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FOUNDATION
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FACE OF
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2" CONCRETE TOPPING
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(FINISH FLOOR = 12'-0")
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8" PRECAST PLANK
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FOUNDATION LINE
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STEEL LINE
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W 12 x 14
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16" x 16" MASONRY PILASTER
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GROUT AND RODOLID
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TS 4x4x1/4"
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C
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L
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BEAM
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5/A-5
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5/A-5
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WIDE FLANGE LINTEL
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W/ PLATE OVER DOOR
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BRG
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PRECAST
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EDGE OF
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PRECAST
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EDGE OF
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A-5
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3
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OPP.
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3
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A-5
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SIM.
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3
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A-5
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C
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BEAM
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L
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BUILDING CROSS SECTION
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SCALE: 3/4" = 1'-0"
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2
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A-5
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TOP OF SLAB
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25 GAUGE 3 5/8" STEEL STUDS TO
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10'-0" W/ 5/8" G.W.B. TO 10'-0"
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TAPED & FINISHED TO 9'-6". (TYP.
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AT PERIMETER OFFICE WALLS)
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PLANK, ALTERNATE ENDS
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BOX-OUT MAIN FRAMES IN
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OFFICE AREAS AS REQUIRED
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BENT ANGLE POUR STOP
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0'-0"
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SEE PLAN FOR SIZE
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EMBEDDED PLATE
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AT EVERY OTHER
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SPANDREL BEAM
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MEZZANINE
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12'-0"
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FINISHED
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USE W.R. GRACE PERM-A-BARRIER
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FLASHING WITH WEEPS @ 32" O.C.
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FOR FOUNDATION DETAILS
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CONTINUOUS UP WALL, MINIMUM
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SEE SHEET A-1
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16" HIGH
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COLORED MORTAR. (USE DURARIB
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(2) HORIZONTAL ACCENT BANDS AND
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4" SPLIT FACE BLOCK W/ 8" SCORE
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WALL PANELS FOR BACK-UP
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AT PERIMETER OFFICE WALLS
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TOP OF MASONRY
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8'-0"
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10'-0"
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DURARIB SHEETING BEHIND
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PREFINISHED ACCENT FLASHING
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DRIP EDGE AND 24 GAUGE
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24 GAUGE PREFINISHED CONT.
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1" RIGID INSULATION BEHIND
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ACCENT FLASHING
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TOP OF ACCENT BAND
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VENEERE
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OUTSET GIRT
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INSET /
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20'-0"
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METAL BUILDING
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STEEL MAINFRAME
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4 / A-5
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FLASHING BY STAR
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30'-0"
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HIGH EAVE
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CLASSIC GREEN
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A-5
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3
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SCALE: 3/4" = 1'-0"
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BUILDING CROSS SECTION
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FLASHING DETAIL
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SCALE: 1 1/2" = 1'-0"
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A-5
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4
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MASONRY DETAIL AT PRECAST BEARING
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SCALE: 1" = 1'-0"
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5
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A-5
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REVISED: 8/3/00
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REVISED: 8/15/00
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FIXTURE SCHEDULE
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SCALE: 1" = 10'-0"
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PROPOSED ELECTRICAL PLAN
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A-1
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1
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HIGH BAY FIXTURE
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CHAIN HUNG FIXTURES
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8'-0" TWO TUBE
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400 WATT M.H. PRISMATIC
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H
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J
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H
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G
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H
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LOCATIONS OF WAREHOUSE STORAGE,
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FREE STANDING RACKS AND OTHER
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EQUIPMENT, (SHOWN DASHED), ARE
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SEE SHEET E-1 FOR OFFICE ELECTRICAL
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*
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APPROXIMATE
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*
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NOTES:
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C
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B
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1
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2
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MATERIAL TO 22'-0"
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CORRIGATED
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NO RACKS
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NO RACKS
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CORRIGATED
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MATERIAL TO 22'-0"
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3
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4
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CORRIGATED
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NO RACKS
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MATERIAL TO 22'-0"
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5
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6
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UNION TRANSFER
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7/14/00
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E-1
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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PROPOSED FACILITY FOR:
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5018 VOGES ROAD
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MADISON, WISCONSIN
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CONSTRUCTION
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634 West Main Street
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7
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608-257-1090
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FAX 608-257-1092
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Madison, WI 53703
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ELECTICAL
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PANEL
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PHONE
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PANEL
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EXIT
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SHOP
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OUTLET
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SHOP
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OUTLET
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DOOR
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OPENER
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EXIT
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EXIT
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LIGHT
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DOCK
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LIGHT
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DOCK
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SHOP
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OUTLET
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WATER METER
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RISER AND
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SPRINKLER
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LOCATION
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4
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FIRST FLOOR REFLECTED CEILING PLAN
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SCALE: 1/8" = 1'-0"
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3
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1
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E-1
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5
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E-2
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11/3/00
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UNION TRANSFER
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PROPOSED FACILITY FOR:
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MADISON, WISCONSIN
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5018 VOGES ROAD
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HEREIN IS NOT TO BE REPRODUCED,
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THIS DOCUMENT OR THE INFORMATION
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AUTHORIZED BY TJK DESIGN AND
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EITHER IN WHOLE OR PART UNLESS
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DISTRIBUTED, USED OR DISCLOSED
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CONSTRUCTION CO., INC.,
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COPYRIGHTED DRAWING
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6
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7
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634 West Main Street
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FAX 608-257-1092
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Madison, WI 53703
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608-257-1090
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CONSTRUCTION
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D
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G
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I
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E
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N
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A
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N
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D
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8'-0" x 8'-0"
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OVERHEAD
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DOOR
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BOX-DOWN FOR FLOOR
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SCALE
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60" X 60" x 4" FLOOR
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EXIT
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OVERHEAD DOOR
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12'-0" x 10'-0"
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WITH OPERATOR
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UP
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RAMP
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TO
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MEZZ
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WASHER
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DRYER
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WATER
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HEATER
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FAN
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3
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3
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FAN
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FAN
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FAN
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8'-0" x 8'-0"
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DOOR
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OVERHEAD
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8'-0" x 8'-0"
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DOOR
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OVERHEAD
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8'-0" x 8'-0"
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DOOR
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OVERHEAD
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110 V
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@ 42"
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@ 42"
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110 V
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110 V
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@ 42"
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220 V
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@ 42"
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220 V
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@ 42"
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OPENER
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DOOR
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12'-0" x 10'-0"
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OVERHEAD DOOR
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110 V
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@ 42"
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ENTRANCE AREA
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CONFERENCE
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OFFICE
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OFFICE
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FUTURE TENANT
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OFFICE
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MECH. RM.
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FILE
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STORAGE
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RECEPTION
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DISPACH
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SALES
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OFFICE
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SHOWER
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BREAKROOM
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WOMAN
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STAGING AREA
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S
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ALARM
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SPRINKLER
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DEDICATED
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COPIER
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DEDICATED
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REFRIG.
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GFI
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GFI
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GFI
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FIRST FLOOR ELECTRICAL / RECIEVING AREA CEILING PLAN
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SCALE: 1/8" = 1'-0"
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2
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E-1
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REVISED: 1/15/01
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220 V
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@ 42"
