Meriter Heights Renovations Madison, Wisconsin

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Ira Norris
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2 Urban Design Submittal s 12 ebruary 2007 Owner Developer W. Mifflin St. STATE CAPITOL SQUARE Meriter Retirement Services, LLC 333 West Main Street W. Washington Ave. S. airchild St. STATE CAPITOL Architects Planners SIMONSON GERMANY NONEMAKER + ASSOCIATES, INC West Druid Hills Drive, Suite T-65 Atlanta, Georgia Telephone (404) S. Broom St. W. Main St. W. Doty St. S. Henry St. Project Site W. Wilson St. S. Hamilton St. S. Carroll St. CITY / COUNTY BUILDING STATE OICE BLDG Martin Luther King Jr. Blvd. E. Doty St. MADISON MUNICIPAL BUILDING E. Wilson St. S. Pinckney St. North Location Map Interior Architecture BROWNHOUSE 202 W. Gorham Street Madison, WI MEP & Structural Engineers ARNOLD & O'SHERIDAN 1111 Deming Way, Suite 200 Madison, WI 53717

3 Meriter Heights Building West Doty Street Henry Street South Broom Street West Main Street Architectural Site Plan Scale: 1" = 30'-0" ebruary 12, 2007 A1

4 Covered Entry Reconfigured Exterior Seating Vestibule Expanded Seating Lobby Existing Pharmacy Cart & Buggy Storage Existing Toilet Room Existing Toilet Room Existing Exercise Existing Elevator Lobby Renovated Henry Street Lobby Plan Scale: 1/4" = 1'-0" ebruary 12, 2007 A2

5 Existing Residential Scale: 1/8" = 1'-0" ebruary 12, 2007 A3

6 show as 6' door with trim Unit Type B Unit Type B Unit Type B E E Unit Type C 1205 Unit Type B1 Unit Type A Proposed Renovations-s 12 & 14 Scale: 1/8" = 1'-0" ebruary 12, 2007 A4

7 Unit Type B Unit Type B Unit Type B E E Unit Type C 1505 Unit Type B1 Unit Type A MIDVALE PLAZA JOINT VENTURE May 17, 2006 Proposed Renovations- 15 Scale: 1/8" = 1'-0" Midvale Plaza Redevelopment and MSTSD

8 22'-0" 22'-0" 21'-11" 20'-0" 24'-1" 3'-1" 20'-0" 21'-10" 22'-0" 22'-1" 18'-0" 31'-0" B8 18'-4" 19'-5" 14'-3" New concrete where smoke hatch was removed. See Structural for connection and reinforcing New roof drain New steel stair with concrete treads from floor below New 6" CMU stair wall. See Structural for connection and reinforcing 3'-4" 17'-6" 13'-6" 29'-4" 9'-8" B9 Cooling Tower New steel beam framing to carry new mechanical equipment. See Structural. Column, below Existing RTU to remain 2'-6" 1'-1" Location of existing roof drain. Existing ladder to remain E B3 B2 B1 Expansion E Tank E P1 P2 New concrete where stair was removed. See Structural for connection & reinforcing E 9'-8" Existing ACCU, 40 Tons. 2'-6" 6'-7" 3'-4" 45'-4" 3'-4" Existing roof drain to remain Existing smoke hatch to remain Shroud and fan for bathroom exhaust stacks. Typical, 16 locations. 22'-10" 24'-0" 21'-0" 3'-4" 23'-0" 22'-0" 19'-4" Penthouse/Roof Plan Scale: 1/8" = 1'-0" ebruary 12, 2007 A6

9 Existing elevator penthouse. New weather resistant ventillation louver. Duct back to existing louver New EIS parapet wall New mechanical screen wall. Steel stud and EIS veneer. Reinforced CMU wall with EIS veneer. Existing Elevator Penthouse 198'-6 1/2" New Mechanical Screen 190'-8 1/2" Capitol View Limit 187'-2 1/2" 3'-6" Aluminum fascia Single hung windows w/insulating glass and insect screens New cantilevered decks with metal guardrails on steel tube & cable support system Glass spandrel panel Aluminum panels Alternate 1: EIS veneer with control joints at same locations Bent metal intermediate cornice line. Existing window to remain Existing concrete wall Existing brick veneer Existing score joints Existing spandrel and HVAC to remain Existing concrete to remain Paint or stain existing concrete Aluminum fascia Pre-finished metal wrap Wall mounted light to match MainGate Commons Double wythe cast stone wall with precast concrete cap. 9'-0" Existing storefront with sloped metal roof Existing canopy Existing planter Existing skylights Line of planter grade, not shown for clarity 6'-5" 13 8'-8 1/2" 12'-0" 12'-0" 12'-0" 113'-2 1/2" 9'-0" Existing Roof 179'-2 1/2" 15th 14th 12th 11th 10th 9th 8th 7th 6th 5th 4rd 3nd 2nd 1st Ground Aluminum panels Cast Stone base with precast band Basement Steel beam canopy Henry Street Elevation Scale: 3/32" = 1'-0" ebruary 12, 2007 A7

10 Existing penthouse. Reinforced CMU wall with EIS veneer. Existing penthouse. Aluminum fascia New metal stud with EIS veneer mechanical screen wall, beyond. Aluminum fascia Single hung windows w/insulating glass and insect screens Aluminum panels Alternate 1: EIS veneer with control joints at same locations Single hung windows w/insulating glass and insect screens Aluminum panels Alternate 1: EIS veneer with control joints at same locations New cantilevered decks with metal guardrails on steel tube and cable support structure New cantilevered decks with metal guardrails on steel tube and cable support structure Bent metal intermediate cornice line. Existing score joints Bent metal intermediate cornice line. Existing score joints Existing concrete wall Existing concrete wall Existing Lobby Doty Street Elevation Scale: 3/32" = 1'-0" Wests Main Street Elevation Scale: 3/32" = 1'-0" ebruary 12, 2007 A8

11 Existing Penthouse scsreen wall Existing elevator lobby New mechanical screen wall. Steel stud and EIS veneer. Reinforced CMU wall with EIS veneer. Aluminum fascia Aluminum panels Alternate 1: EIS veneer with control joints at same locations Single hung windows w/insulating glass and insect screens New cantilevered decks with metal guardrails on steel tube and cable support structure Existing score joints Spandrel glass Built up EIS banding and intermediate cornice line. Single hung windows w/insulating glass and insect screens Aluminum panels Existing concrete wall Existing brick veneer Existing concrete to remain Paint or stain existing concrete Existing Lobby Courtyard Elevation Scale: 3/32" = 1'-0" ebruary 12, 2007 A9

12 Waterproof roof membrane over tapered insualtion with minimum thickness to achieve R30. Extend membrane up wall and underneath cap flashing. 8'-8 1/2" 8'-8 1/2" 8'-8 1/2" 5'-8" 6'-9 5/8" 1'-11 1/4" 6'-9 5/8" 1'-11 1/4" 6'-9 5/8" 1'-11 1/4" 8" reinforced CMU parapet wall. with aluminum panel veneera at facade. Rear wall shall receive paint. See Structural for attachment to existing concrete slab. Spring lock clip flashing at perimeter Waterproof roof membrane over tapered insualtion with minimum ithickness to achieve R38. Extend membrane up wall 12" minimum. See 3/A7.1 for dimensions and notes on steel tube frame. 5/8" gypsum board on metal furring to conceal conduit and sprinkler piping run tight to underside of slab. Precast concrete slab with sloped top. Top shall receive 45 mil waterproof textured traffic topping. Bottom to receive paint. Provide 4 steel embed plates at bottom, 2 front, 2 rear and centered on 4x8 tubes for attachment. See Structural. Heavy commercial aluminum sliding door with thermally broken frame, insulating glass & insect screen. Deck rails not shown for clarity 8'-8 1/2" 8'-8 1/2" 8'-8 1/2" 1 1/2" 4'-11 1/2" 3'-9" 4'-11 1/2" 3'-9" 4'-11 1/2" 3'-9" 1" 5'-5" 1" 5'-5" 4 1/4" 1/2" 11 1/2" 4'-2" 1" 5'-5" 1/2" 11 1/2" 4'-2" 4" 1" 3" 2" 1 1/2" 2'-7 1/2" 1 1/2" 4" 1/2" steel plate, profile as indicated. Weld to steel tube with 3/16" fillet, full length, each side. Drill hole to receive pin of threaded coupling. 4"x12"x3/8" steel bearing plate. Weld to steel tube and epoxy bolt to slab using 2, 3 / 4" ø bolts with 3 1 / 2" embedment Steel tie rod with threaded coupling each end 1/2" steel plate, profile as indicated. Weld to steel tube with 3/16" fillet, full length, each side. Drill hole to receive pin of threaded coupling. 4"x8"x3/8" steel tube beam 4"x12"x3/8" steel tube with end cap. Provide one at each side of deck Precast deck not shown for clarity 4"x8"x3/8" steel tube beam Typical guardrail at each level, not shown for clarity. Core drill and epoxy posts into slab. Precast concrete deck sloped from 5 1 / 2" at building face to 4 1 / 2" at outer edge. 4"x4"x3/8" steel angle attachment clip, each side. Weld to tube with continuous 3/16" fillet. 3"x3"x5/16" steel tube. 3'-7 1/2" 4"x12"x3/8" steel tube bottom chord with end cap 6x6x 3 / 8" steel angle, 12" length. Weld to end of 4x12 tube with continuous 3 / 16" fillet. Epoxy bolt to slab using 2, 3 / 4" ø bolts with 3 1 / 2" embedment 8'-8 1/2" 8'-8 1/2" 8'-8 7/8" 6'-9 1/4" 1'-11 1/4" 6'-9 1/4" 1'-10 7/8" 6'-9 1/4" 1'-10 7/8" Aluminum panel. Provide backer rod & sealant at joint w/window. TYP. SINGLE HUNG WINDOW TYP. EXTERIOR WALL WITH ALUMINUM PANEL VENEER 5/8" gypsum board on metal furring to conceal conduit and sprinkler piping run tight to underside of slab. Spandrel glass in heavy commercial, thermally broken aluminum frame. Metal stud header. See Structural. ill header with R19 batt insulation. Bent metal flashing over 3 / 4" exterior grade plywood sheathing on 6" metal 16" o.c. Extend flashing up wall, 12" minimum. Double stud edge at window locations. Anchor to cornice with kickers at each end. Prefinished aluminum drip flashing Bent metal w/flat lock seam at bottom & screw attachment at top. Bent metal cornice with kickers, beyond 12'-6" 2'-6" 8'-0" 3'-0" Coordinate louver size with Mechincal sub-contractor and actual equipment 1'-4" 8" 6" 1'-0" luid cooler on vibration isolation dampers. Coordinate with Mechanical sub contractor Prefinished aluminum cap flashing over pressure treated blocking EIS over exterior sheathing on 6" metal 16" o.c. Backer rod & sealant. Prefabricated louver. Coordinate size with Mechanical contractor. EIS over exterior sheathing on 6" metal 16" o.c. Steel support beams 60 Mil liquid applied waterproof membrame Existing concrete roof deck 5/8" gypsum board on metal furring to conceal conduit and sprinkler piping run tight to underside of slab. Wall Section at Decks Scale: 3/4" = 1'-0" Structural Section at Decks Scale: 1/2" = 1'-0" Wall Section at Mechanical Screen Scale: 3/4" = 1'-0" Wall Section at Windows Scale: 3/4" = 1'-0" ebruary 12, 2007 A10

CONSULTING PROJECT LOCATION

CONSULTING PROJECT LOCATION LOCATION Drawing Index: GENERAL NOTES: COVER SHEET Drawing Cover Sheet INDE D Drawing Index O.B.C. Matrix ARCHITECTURAL DRAWINGS A0 First Floor Plan, Basement Plan, Washrooms A0 Second Floor Plan, Washrooms