Historic Preservation / Design Review Commission — Agenda Packet

AGENDA HISTORIC PRESERVATION/ DESIGN REVIEW COMMISSION Members • Chair Tim Siebert • Vice Chair Peter Munck • Alderperson Marc Christianson • Barry Calnan • Carol Molepske • Dan Kryst (Alternate 1) • Janet Jurgella Finn (Alternate 2) Date and Time: August 25, 2026 5:00 PM Location: Community Room 933 Michigan Avenue, Stevens Point, WI OR Zoom Teleconferencing Meeting ID: 842 7042 1330 Passcode: 221513 Computer: https://us02web.zoom.us/j/84270421330?p wd=sgSwBXmp5HxiLya Phone: +1-312-626-6799 (US Chicago) Opening Section: 1. Roll Call Discussion and Possible Action on: 2. A request from Jim Lucas, representing R&L Developers, for a design review to construct a principal structure on the property located at 1016 Third Street (Parcel ID 281240832200425), consistent with Ch. 22.05(2). Closing Section: 3. Adjourn PLEASE TAKE NOTICE that any person who has special needs while attending these meetings or needs agenda materials for these meetings should contact the City Clerk as soon as possible to ensure that a reasonable accommodation can be made. The City Clerk can be reached by telephone at (715) 346-1569 or by mail at 1515 Strongs Avenue, Stevens Point, WI 54481. Maps further defining the above area(s) may be obtained from the City of Stevens Point Department of Community Development, 1515 Strongs Avenue, Stevens Point, WI 54481, or by calling (715) 346-1567, during normal business hours. PLEASE TAKE FURTHER NOTICE that a quorum of the Common Council may be in attendance at this meeting. Page 1 of 28 Page 2 of 28 Page 3 of 28 Subject Property Page 4 of 28 Adopted - 03/17/2014, Last Amended 09/19/2022 Stevens Point Historic Design Guidelines | 35 ARTICLE 5 . 0 NEW CON - STRUCTION New construction within a historic district can have a substantial impact on adjacent historic properties and the districts as a whole. While contemporary design is always encouraged in the historic districts, it is important that this new development be compatible with the overall character of the districts. Design characteristics such as building form (scale, massing, height, and orientation) and architectural elements (materials, architectural detail, windows, doors, and roof forms) should be considered when evaluating any proposed new building within a historic district. New design that mimics historic structures to the point that there is no clear distinction between the two is strongly discouraged in historic districts. Differences between commercial and residential building construction and site planning, as it relates to new construction, are presented separately in this section. Sec. 5.1 Commercial Construction New construction in a historic district has the potential to dramatically affect the quality and feel of a historic district. This is especially the case in a commercial area where the dynamics are constantly changing with new buildings, additions to existing buildings as businesses expand, or other issues such as parking or signage. New construction and contemporary design that is compatible within the context of the historic district is always encouraged and is important to economic development. A regulatory environment that discourages creative or contemporary design to the point that new construction is discouraged threatens the overall economic health of a downtown. Therefore, a design guideline document must provide the most flexibility while fostering new construction that respects the existing district. It is imperative that new development recognize and complement both the existing historic environment within downtown. New construction applications, due to their potential impact, should include a site plan, conceptual drawings (measured drawings if possible), material samples, and pictures of the site and surrounding buildings. These items can be completed without significant expense and will most likely be necessary in the early design process prior to submitting to the Historic Preservation / Design Review Commission. Finally, it should be noted that the general guidelines in previous sections (windows and doors, materials, site features, etc) are to be applied to new construction as well. 5.1.1 Massing, Scale and Orientation Guidelines A new building in the downtown area should be of similar size, scale, and orientation as the existing built environment. For example, the majority of commercial structures in downtown Stevens Point are one or two stories tall while a few are even taller. Also, most buildings within the district tend to vary largely in width. Within a single block face, the scale of the structures themselves varies slightly. A new structure should never overpower the existing adjacent buildings, thus drawing attention to itself and detracting from the remainder of the historic district . Appropriate infill construction It is common for institutional buildings, such as a city hall or a church, to be built on a larger scale than other buildings. Often, these structures are not only taller and wider, but are also placed differently on a lot, set back further from the street and from adjacent buildings. The majority of commercial buildings in downtown are built to the lot line directly adjacent to the sidewalk. A civic building, on the other hand, may be set back further leaving room for a landscaped area or perhaps even a public gathering space. Typically, these structures are built on a corner rather than the interior of a block face, and are intended to maximize views to and from the structure. Page 5 of 28 Adopted - 03/17/2014, Last Amended 09/19/202236 | Stevens Point - Design Guidelines 5.1.2 Commercial: Massing, Scale and Orientation Guidelines 1. Buildings within Stevens Point's Downtown Historic / Design Review District are of similar heights. Therefore, the height of a new build- ing should be compatible with other buildings in the district when measured from grade. 2. All new buildings should be compatible in height with adjacent buildings on the block. 3. A new building’s height to width ratio should be consistent with ex- isting historic structures. Floor-to-floor heights of new buildings should be similar to the proportions of the existing . 4. The overall building massing and placement on the lot should be similar to that of other buildings in the historic district. Commercial buildings within the interior of the block should be built to the front property line resulting in a continuous building line. 5. The space between buildings should reflect the existing pattern of property development within the district. Historically, buildings within the interior of a block were built to the side property line, usu- ally sharing a wall with its neighbor. 6. Where buildings are set back from the front property line, the park- ing should be to the side and rear only. 7. New buildings should have their main entrance and primary archi- tectural façade facing the street. New buildings should have a rear entrance to accommodate rear parking and access. 8. New construction projects should follow the site features and dis- trict setting guidelines found in Article 4 of this document. 5.1.3 Design, Proportion and Architectural Element Guidelines Buildings within historic downtown Stevens Point exhibit a variety of architectural styles. Therefore, new construction is not required to be built to any particular style, but should include similar design elements, materials, and fenestration as other buildings in the district. Windows and doors, architectural details, and roof form are all very important in defining the overall design and provides compatibility with the historic districts. 1. The design of a new building should not attempt to create a false historic appearance, but rather complement buildings in the existing district. New construction should have its own character and style. 2. Use materials that are common to the district such as brick, stone, terra cotta, wood, and metal. Modern materials are appropriate on a new building, however, masonry should be the predominant material on the façade as most of downtown’s historic structures are brick or stone. Whenever modern materials are used, they should be similar in their physical qualities to historic materials found in the district. 3. The fenestration of a new building should reflect that of existing historic structures within the district in proportion, shape, location, pattern and size. The ratio of solids to voids on a building’s façade should reflect the buildings within the same block. 4. New construction should include storefront elements proportional to that of existing historic structures. 5. Aluminum and vinyl siding are not recommended on new construc- tion within the Downtown Historic / Design Review District . 6. Architectural details such as cornices, arches, and parapet walls give a building texture and define its scale. New construction should reflect that of existing structures. The orientation and pattern of windows, doors, and architectural details can help reduce the impact to new construction. 7. The design of deck parking should be compatible to the district in size, scale, proportion, and materials. Page 6 of 28 BUILDING 1 13'-0" 15'-8 1/4" 17'-9" 49'-11" P O R T A G E S T R E E T T H I R D S T R E E TEXISTING BUILDING FENCE TO SEPARATE WALK-OUT PATIO AREAS ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved PARCEL ID: 1016 Third Street, Stevens Point, Wisconsin 54481 THIRD STREET CONDOMINIUMS New Multi-Family For T100 25109 August 21, 2025 1016 Third Street, Stevens Point, Wisconsin 54481 SITE PLAN & SHEET INDEXTHIRD STREET CONDOMINIUMS 281240832200421 & 281240832200425 1" = 20'-0"1 1SITE PLANSITE PLAN N 40'0' 10' 20' CODE DATA SOIL BEARING CAPACITY GROUND SNOW LOAD ROOF DEAD LOAD LATERAL LOAD (115 mph WIND) UPLIFT AT CANOPY FLOOR LIVE LOAD, RESIDENTIAL HALLWAY LIVE LOAD, RESIDENTIAL Design Loads 1607.1/1608.2 Residential R2 OCC, With Sprinkler - 250 FT, STAIRS = .30" PER OCC: DOORS = .20" PER OCC: 108" PROVIDED, 36/38 =0.95" Sanitary Facilities, Table 2902.1 Required Exit Width - Table 1005 Exit Access Travel Distance 1017.2 TYPE 5 B, 7,591 SF Proposed New Building Wisconsin Enrolled, 2021 International Building Code Residential, R2 Actual Building Area Occupant Capacity 1004.1.2 Occupancy Classification - 303.3 Governing Code Type of Construction - TABLE 601 Residential R2, 5B Constr, Sprinkled, Allows 3 Stories Allowable Height - TABLE 504.4 R OCCUPANCY, PER UNIT REQUIREMENTS: 1 TOILET 1 LAVATORY 1 BATH / SHOWER 1 KITCHEN SINK 1 LAUNDRY CONNECTION PER 20 UNITS = 3,000 PSF PRESUMED = 40 PSF = 15 PSF = 24 PSF = 30 PSF = 40 PSF = 100 PSF Residential, R2 - 7,591 sf Occupied Area 7,591 / 200 sf per Person = 38 Occupants Allowable Area - TABLE 506.2 Residential R2, 5B Constr, Sprinkled, Allows 21,000 sf *Fire Suppression System must be 13, cannot be 13R* IBC 1607.1 (26) SHEET INDEX TITLE T100 SITE PLAN & SHEET INDEX ARCHITECTURE A001 LIFE SAFETY PLANS & FIRE PARTITION DETAILS A010 UNIT TYPES A101 PROPOSED FIRST FLOOR PLAN A102 PROPOSED SECOND & THIRD FLOOR PLAN A103 KITCHEN PLAN & CABINET ELEVATIONS A104 BATHROOM PLAN & ELEVATIONS A201 EXTERIOR BUILDING ELEVATIONS A301 BUILDING SECTIONS A302 WALL DETAILS A303 STAIR DETAILS A600 WINDOW SCHEDULE AND DETAILS A701 3D VIEWS STRUCTURE S100 FOUNDATION PLAN & DETAILS S101 FLOOR FRAMING PLANS S102 ROOF FRAMING PLAN AND DETAILS ELECTRICAL E101 1ST FLR POWER & LIGHTING PLAN E102 2ND & 3RD FLR POWER & LIGHTING PLAN GENERAL G101 FRAMING CONNECTIONS SCHEDULE G102 SYMBOLS AND LEGENDS G103 ACCESSIBILITY DETAILS G104 ACCESSIBLE PARKING AND SIDEWALK DETAILS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Residential OCC, With Sprinkler - 125 FT, Common Path Travel Distance 1006.2.1 Prescriptive Method for Heat Loss ENERGY EFFICIENCY DATA IS ON SHEET A201 SHEET NOTES: 1. FIRE SUPPRESSION AND ALARM SYSTEMS SHALL BE DESIGNED, SUBMITTED, AND INSTALLED BY SYSTEM SUBCONTRACTOR PER NFPA 13 AND 2021 IBC. 2. HVAC SYSTEM SHALL BE DESIGNED, SUBMITTED AND INSTALLED BY SUBCONTRACTOR. 3. PLUMBING SYSTEM SHALL BE DESIGNED, SUBMITTED AND INSTALLED BY SUBCONTRACTOR. 4. TRUSS SHOP DRAWINGS SHALL BE SENT TO THE ARCHITECT FOR SUBMITTAL TO THE STATE. Page 7 of 28 DN DryerWasher DryerWasher UP DryerWasher WasherDryer WALL TYPE E SECTION 1 HR. FIRE RATED TO MEET CODE STANDARDS: TABLE 602 1'-4" WALL TYPE A SECTION 1 HR. FIRE & SOUND RATED GA WP3370 STC 51 R-13 FIBERGLASS BATT INSULATION STC 51 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD RATED ASSEMBLY UL U419 1'-4" R-13 FIBERGLASS BATT INSULATION 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD RATED ASSEMBLY UL U305, STC 51 2 LAYER 5/8" TYPE X GYPSUM WALL BOARD INDICATES 1 HR COORIDOR FIRE BARRIER, 45-MIN DOOR MINIMUM INDICATES 1 HR FIRE BARRIER @ STAIR SHAFTS, 1-HR DOOR MINIMUM WALL TYPE F SECTION 1 HR. FIRE RATED TO MEET CODE STANDARDS: TABLE 602 1'-4" R-13 FIBERGLASS BATT INSULATION 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD RATED ASSEMBLY UL U305, STC 51 1/2" RESILENT CHANNEL 1'-4" WALL TYPE G SECTION 1 HR. FIRE RATED TO MEET CODE STANDARDS: TABLE 602 5 1/2" THERMAFIBER SAFB 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD INTERIOR SIDE RATED ASSEMBLY UL U330 1" EXTRUDED POLYSTYRENE INSULATING SHEATING EXTERIOR SIDING BY OWNER INDICATES 1 HR COORIDOR FIRE BARRIER, 45-MIN DOOR MINIMUM 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A001 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 LIFE SAFETY PLANS & FIRE PARTITION DETAILSTHIRD STREET CONDOMINIUMS 1/8" = 1'-0"3 33RD FLR FIRE SEPARATION3RD FLR FIRE SEPARATION 1/8" = 1'-0"2 22ND FLR FIRE SEPARATION2ND FLR FIRE SEPARATION 1/8" = 1'-0"1 11ST FLR FIRE SEPARATION1ST FLR FIRE SEPARATION 16'0' 4' 8' 16'0' 4' 8' 16'0' 4' 8' 1" = 1'-0"4 4FIRE PARTITIONSFIRE PARTITIONS 0' 2'6" 1' SHEET NOTES: 1. ALL UNITS TO INCLUDE A MINIMUM RATED 2-A:10-BC PORTABLE FIRE EXTINGUISHER IN EACH KITCHEN - IN ACCORDANCE WITH IBC 906.3.1, NFC 906, AND NFPA 10 2. ALL UNITS TO INCLUDE A SMOKE ALARM IN EACH BEDROOM AND OUTSIDE OF EACH SEPARATE SLEEPING AREA PER IBC 907.2.11.2. 3. ALL UNITS TO INCLUDE A CARBON MONOXIDE DETECTOR OUTSIDE OF EACH SLEEPING AREA AND IN BEDROOMS WHERE THERE IS A FUEL BURNING APPLIANCE LOCATED WITHIN PER IBC IBC 915.2 AND SPS 362.0915 4. 1 SEMI-RECESSED FIRE EXTINGUISHER CABINETS (FEC) PER FLOOR NOT TO PROJECT OUT INTO CIRCULATION PATH GREATER THAN 4 INCHES. Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 8 of 28 DN UP DryerWasher DN B C D D D E F B A EE 78 SF 78 SF UNIT 1 LAUNDRY ROOM 81 SF 81 SF UNIT 1 ENTRY 68 SF 68 SF UNIT 1 BATHROOM 99 SF 99 SF UNIT 1 BEDROOM 1 134 SF 134 SF UNIT 1 BEDROOM 2 115 SF 115 SF UNIT 1 KITCHEN 179 SF 179 SF UNIT 1 LIVING ROOM 13 SF 13 SF UNIT 1 MECHANICAL CLOSET 11 SF 11 SF UNIT 1 COAT CLOSET 48 SF 48 SF BALCONY 10 SF 10 SF UNIT 1 BEDROOM 1 CLOSET 18 SF 18 SF UNIT 1 BEDROOM 2 CLOSET C D D D B B C B D D D D D B B E F A 57 SF 57 SF UNIT 2 ENTRY 46 SF 46 SF UNIT 2 LAUNDRY ROOM 16 SF 16 SF UNIT 2 MECHANICAL CLOSET 189 SF 189 SF UNIT 2 KITCHEN 66 SF 66 SF UNIT 2 BATHROOM 172 SF 172 SF UNIT 2 LIVING ROOM 131 SF 131 SF UNIT 2 BEDROOM 16 SF 16 SF UNIT 2 BEDROOM CLOSET 198 SF 198 SF BALCONY E B C 1'-4" WALL TYPE A PLAN 1 HR. FIRE & SOUND RATED GA WP3370 STC 51 R-13 FIBERGLASS BATT INSULATION STC 51 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD 2"x4" WOOD STUD FRAMING, 16" O.C. RATED ASSEMBLY UL U419 1'-4" WALL TYPE B PLAN STANDARD 2"x6" EXTERIOR WALL R-13 FIBERGLASS BATT INSULATION 1 LAYER 1/2" GYPSUM WALL BOARD EXTERIOR SIDING OVER 1/2" OSB SHEATHING AS SELECTED BY OWNER 2"x6" WOOD STUD FRAMING, 16" O.C. 1'-4" WALL TYPE C PLAN STANDARD 2"x6" INTERIOR WALL 1 LAYER 1/2" GYPSUM WALL BOARD 2"x6" WOOD STUD FRAMING, 16" O.C. 1'-4" WALL TYPE D PLAN STANDARD 2"x4" INTERIOR WALL 1 LAYER 1/2" GYPSUM WALL BOARD 2"x4" WOOD STUD FRAMING, 16" O.C. 1'-4" WALL TYPE E PLAN 1 HR. FIRE RATED TO MEET CODE STANDARDS: TABLE 602 R-13 FIBERGLASS BATT INSULATION 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD 2"x6" WOOD STUD FRAMING, 16" O.C. RATED ASSEMBLY UL U305, STC 51 1/2" RESILENT CHANNEL 1'-4" WALL TYPE F PLAN 1 HR. FIRE RATED TO MEET CODE STANDARDS: TABLE 602 R-13 FIBERGLASS BATT INSULATION 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD 2"x6" WOOD STUD FRAMING, 16" O.C. RATED ASSEMBLY UL U305 2 LAYER 5/8" TYPE X GYPSUM WALL BOARD 1'-4" WALL TYPE G SECTION 1 HR. FIRE RATED TO MEET CODE STANDARDS: TABLE 602 5 1/2" THERMAFIBER SAFB 1 LAYER 5/8" TYPE X GYPSUM WALL BOARD INTERIOR SIDE RATED ASSEMBLY UL U330 1" EXTRUDED POLYSTYRENE INSULATING SHEATING EXTERIOR SIDING BY OWNER 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A010 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 UNIT TYPESTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date 1/4" = 1'-0"1 1UNIT TYPE 1UNIT TYPE 1 0' 8'0' 2' 4' 1/4" = 1'-0"2 2UNIT TYPE 2UNIT TYPE 2 0' 8'0' 2' 4' SHEET NOTES: 1. ALL FRAMING SHOULD BE SPF #2 OR BETTER 2. ALL FRAMING LUMBER IN CONTACT WITH GRADE OR MASONRY SHALL BE PRESSURE TREATED 3. ALL HEADERS SHALL BE SUPPORTED BY MINIMUM OF TWO SHOULDER STUDS. SPANS OVER 10 FEET SHALL HAVE 5 1/2" MINIMUM BEARING. 4. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE SPECIFIED 5. CORRIDOR WALLS TO BE STC 50 MIN. 1" = 1'-0"3 3WALL TYPESWALL TYPES 0' 2'6" 1' 1ST & 2ND FLOOR 3RD FLOOR Page 9 of 28 UP Dryer Washer Washer Dryer 12'-0" 13'-0" 12'-0" 25'-0" 13'-0" 6'-0" 22'-0" 26'-0" 25'-0" 27'-0" 1'-0" 13'-0" 14'-0" 6'-0" 14'-0" 13'-0" 1'-0" 5'-0" 5'-0" 4'-0" 3'-6 1/2" 4'-6 1/2" A A A A A A G H G G G G B B B D D B B D I I B DD 2'-0" 2'-1" D J A103 1 A104 1 32'-0" UNIT TYPE 1 UNIT TYPE 1 G G H 26'-0" 25'-0" 1 A301 2 A301 3 A301 J E 6'-4 1/2" 11'-6 1/2" 12'-0 1/2" 12'-0 1/2" 12'-1" 6'-0" 12'-1" 11'-6 1/2" 24'-1" 24'-1" 24'-1" 29'-6 1/2" 24'-1" 31'-1" 31'-4 1/2" 17'-5" 5'-0" 7'-6 1/2" 3'-1" 4'-0"5'-8 1/2" 8'-6 1/2"2'-1" 5'-6" 4'-2 1/2" 10'-0" 10'-0" 8'-10" 3'-10" 22'-6 1/2" 12'-8" 8'-6 1/2" 8'-2" 13'-1" 12'-1" 9'-8 1/2" 2'-1"9'-0"3'-9 1/2" 5'-1" 4'-0 1/2" 6'-0" 2'-1" 9'-8 1/2" 12'-1" 9'-5" 6'-0"5'-0"9'-5"9'-8 1/2" 9'-0" 3'-9 1/2" 12'-1" 5'-1" 4'-0 1/2" 6'-0" 12'-1" 2'-1"9'-8 1/2" 3'-0" 7'-7 1/2" 5'-0" 6'-0" 8'-10" 22'-6 1/2" 12'-8" B B WALK-OUT PATIO WALK-OUT PATIO EXTERIOR OVERHEAD DOOR FIN FLR A 2 INTERIOR MDF 2-PANEL B INTERIOR MDF 2-PANEL C INTERIOR MDF 2-PANEL D FIN FLR INTERIOR MDF 2-PANEL E INTERIOR MDF 2-PANEL F EXTERIOR STEEL ENTRY DOOR G EXTERIOR STEEL PANEL 60 MIN FIRE RATING SELF-CLOSING PER IBC 716.5.9 H EXTERIOR GLASS STOREFRONT I INTERIOR MDF 2-PANEL VENTED BOTTOM PANEL J 1/4" = 1'-0"1 1FIRST FLOORFIRST FLOOR 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A101 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 PROPOSED FIRST FLOOR PLANTHIRD STREET CONDOMINIUMS 0' 8'0' 2' 4' N DOOR SCHEDULE TYPE SIZE COUNT LH DOOR SWING RH DOOR SWING COMMENTSWIDTH HEIGHT FIRST FLOOR A 10' - 0" 8' - 0" 6 OVERHEAD DOOR B 3' - 0" 6' - 8" 8 4 4 D 4' - 0" 6' - 8" 6 DOUBLE BIFOLD E 5' - 0" 6' - 8" 1 DOUBLE BIFOLD G 3' - 0" 6' - 8" 7 4 3 H 3' - 0" 6' - 8" 2 1 1 I 3' - 0" 6' - 10" 2 1 1 J 2' - 8" 6' - 8" 2 1 1 VENTED HVAC CLOSET DOOR SECOND FLOOR B 3' - 0" 6' - 8" 12 6 6 D 4' - 0" 6' - 8" 6 DOUBLE BIFOLD E 5' - 0" 6' - 8" 2 DOUBLE BIFOLD H 3' - 0" 6' - 8" 1 1 J 2' - 8" 6' - 8" 2 1 1 VENTED HVAC CLOSET DOOR THIRD FLOOR B 3' - 0" 6' - 8" 6 3 3 C 2' - 8" 6' - 8" 2 1 1 F 6' - 0" 6' - 8" 2 DOUBLE BIFOLD H 3' - 0" 6' - 8" 1 1 I 3' - 0" 6' - 10" 2 1 1 J 2' - 8" 6' - 8" 2 1 1 VENTED HVAC CLOSET DOOR 1/4" = 1'-0" DOOR LEGENDDOOR LEGEND Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 10 of 28 UP DryerWasher DryerWasher DNDN 5'-0"26'-5 1/2"13'-0" 10'-0" 32'-0" 10'-0" 13'-0" 14'-0" 6'-0" 26'-0"14'-0" B B H B B B J E B D DD BB DD D B E J B UNIT TYPE 1 UNIT TYPE 1 5'-0" 1'-0" 1 A301 2 A301 A303 2 7'-6" 15'-2" 7'-6" 4'-6 1/2" 4'-6 1/2" 4'-6 1/2" 10'-5 1/2" 9'-1" 22'-6 1/2" 12'-8" 12'-8" 8'-10" 8'-10" 23'-11" 8'-2" 17'-5" 4'-6" 3'-0" 7'-7 1/2" 8'-6 1/2" 2'-1" 5'-7" 4'-1 1/2" 10'-0" 12'-1" 6'-0"9'-5" 12'-1" 4'-0 1/2"5'-1" 2'-1"9'-8 1/2" 2'-1" 9'-0" 9'-8 1/2" 13'-1" 12'-1" 3'-9 1/2" 3'-0"7'-11" 4'-6"5'-2 1/2" 8'-6 1/2"2'-1" 5'-7" 4'-1 1/2" 10'-5 1/2" 9'-1" 5'-0"5'-0" 22'-6 1/2" 23'-11" 1'-0" 5'-0"9'-5"2'-1"9'-8 1/2" 9'-0" 13'-1" 12'-1" 3'-9 1/2" 5'-1" 4'-0 1/2" 2'-1" 9'-8 1/2" 12'-1" 3'-10" A104 4 B BA104 7 10'-0" 5'-0" 32'-0" 5'-0" 10'-0" 25'-5 1/2"16'-0" 16'-0" 8'-0" B H B C J B BFF B B C J A103 5 5'-6" UNIT TYPE 2 UNIT TYPE 2 1 A301 2 A301 16'-0" 16'-0" 8'-0" 25'-5 1/2" 2'-0" 7'-6" 15'-2" 7'-6" 4'-6 1/2" 4'-6 1/2"8'-2" 17'-5" 4'-8 1/2" 3'-0" 2'-6" 6'-0" 22'-8" 12'-4 1/2" 4'-0" 7'-7" 2'-6 1/2" 3'-8" 6'-8" 8'-3 1/2" 9'-1" 6'-3" 6'-0" 11'-6 1/2" 2'-6 1/2" 2'-6 1/2" 11'-6 1/2" 6'-0" 2'-6 1/2" 3'-8" 7'-7" 9'-1" 6'-1" 12'-4 1/2"4'-0" 5'-6" 3'-0"2'-6"6'-0" 22'-8" 6'-8" 12'-3" 8'-3 1/2" 12'-8" 12'-8" 12'-1" 2'-1"9'-8 1/2" 8'-1"4'-3 1/2" 8'-1" 2'-1"9'-8 1/2" 4'-3 1/2"12'-1" 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A102 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 PROPOSED SECOND & THIRD FLOOR PLANTHIRD STREET CONDOMINIUMS 0' 8'0' 2' 4' 1/4" = 1'-0"1 1SECOND FLOORSECOND FLOOR N 1/4" = 1'-0"2 2THIRD FLOORTHIRD FLOOR 0' 8'0' 2' 4' N Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 11 of 28 A103 2 3 4 STUD TO STUD 8'-5 1/2" FACE OF STUD TO FACE OF STUD 8'-2 1/2" 4'-0" 4'-1 7/8" REFRIGERATOR 3'-6"1'-6"3'-0" 3'-0" 3'-0" A103 6 7 98 STUD TO STUD 7'-8 1/2" 8'-0 1/2" 3'-6" 5'-0" REFRIGERATOR 3'-6"1'-6"3'-0"3'-0" 3'-0" 3'-0"2'-0"3'-0" 8'-0" 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A103 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 KITCHEN PLAN & CABINET ELEVATIONSTHIRD STREET CONDOMINIUMS 1/2" = 1'-0"1 1KITCHEN TYPE 1KITCHEN TYPE 1 1/2" = 1'-0"2 2KITCHEN TYPE 1 - ELEV. 1KITCHEN TYPE 1 - ELEV. 1 1/2" = 1'-0"3 3KITCHEN TYPE 1 - ELEV. 2KITCHEN TYPE 1 - ELEV. 2 1/2" = 1'-0"4 4KITCHEN TYPE 1 - ELEV. 3KITCHEN TYPE 1 - ELEV. 3 2' 4'0' 1' 2' 4'0' 1' 2' 4'0' 1' 2' 4'0' 1' 1/2" = 1'-0"5 5KITCHEN TYPE 2KITCHEN TYPE 2 2' 4'0' 1' 1/2" = 1'-0"6 6KITCHEN TYPE 2 - ELEV. 1KITCHEN TYPE 2 - ELEV. 1 1/2" = 1'-0"7 7KITCHEN TYPE 2 - ELEV. 2KITCHEN TYPE 2 - ELEV. 2 1/2" = 1'-0"8 8KITCHEN TYPE 2 - ELEV. 3KITCHEN TYPE 2 - ELEV. 3 1/2" = 1'-0"9 9KITCHEN TYPE 2 - ELEV. 4KITCHEN TYPE 2 - ELEV. 4 2' 4'0' 1' 2' 4'0' 1' 2' 4'0' 1' 2' 4'0' 1' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 12 of 28 Washer Dryer Washer A104 3 PROVIDE BLOCKING FOR FUTURE SWING UP GRAB BAR INSTALLATION PER ICC/ANSI A 117.1 CHAPTER 1104.11.1 REMOVABLE VANITY CABINET, FINISH FLOOR AND WALL BEHIND 2CL 1'-6" 1'-9 1/2" CLCLCL 1'-3 3/4" 1'-3 3/4" PROVIDE BLOCKING FOR FUTURE GRAB BAR INSTALLATION REMOVABLE SHOWER SEAT WASHER AND DRYER TO COMPLY WITH ANSI 117.1 SECTION 611 A104 10 AFF 8'-0" A104 6 5 CL CL CL CL CL EQEQEQEQEQEQ TILE SHOWER WALLS & FLOOR PROVIDE BLOCKING FOR FUTURE GRAB BAR INSTALLATION WINDOW TYPE A TILE SHOWER WALLS, BENCH, AND FLOOR PROVIDE BLOCKING FOR FUTURE GRAB BAR INSTALLATION BUILT-IN BENCH: - 17 INCHES MIN. TO 19 INCHES MAX. AFF - MUST BE ABLE TO WITHSTAND 250+ LBS A104 8 9 TUB BASE WINDOW TYPE A TILE WALLS PROVIDE BLOCKING FOR FUTURE GRAB BAR INSTALLATION CL CL CL CL CL EQEQEQEQEQEQTUB BASE TILE WALLS PROVIDE BLOCKING FOR FUTURE GRAB BAR INSTALLATION 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A104 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 BATHROOM PLAN & ELEVATIONSTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date 1/2" = 1'-0"1 1ACCESSIBLE BATH & LAUNDRY PLANACCESSIBLE BATH & LAUNDRY PLAN 1/2" = 1'-0"3 3ADA BATHROOM ELEV. 2ADA BATHROOM ELEV. 2 2' 4'0' 1' 2' 4'0' 1'2' 4'0' 1' REQUIRED SHEET NOTES: ANSI/ICC 117.1 - 609.8 STRUCTURAL STRENGTH - ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE. - PROVIDE TOILET AND BATHING ROOM FLOORS WITH A SMOOTH, HARD, NONABSORBENT SURFACE EXTENDING 4" MINIMUM UP THE WALLS WITHIN 2' OF URINAL AND TOILET. - BATHROOM DOORS SHALL HAVE PRIVACY SET HARDWARE. IBC 1101.2 & ANSI/ICC 117.1 - SECTION 604.2: - THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM AND 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. IBC 1101.2 & ANSI/ICC 117.1 - SECTION 604.7: - THE TOP OF THE TOILET PAPER DISPENSER SHALL BE 1-1/2" INCHES BELOW THE HORIZONTAL SIDE WALL GRAB BAR TO BE WITHIN THE ACCEPTABLE REACH RANGE. ANSI/ICC 117.1 - CHAPTER 6 - BATHING ROOMS CONTROLS AND ENCLOSURESCONTROLS AND ENCLOSURES - SHOWER CONTROLS AND FITTING MUST BE AT LEAST 1-1/2" ABOVE THE GRAB BAR SO THAT THEY DO NOT IMPEDE THE BAR'S GRIPPING SURFACE. - FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. THRESHOLDSTHRESHOLDS - A THRESHOLD HEIGHT UP TO 1/2" IS PERMITTED, TRENCH DRAINS AND OTHER DESIGNS THAT ALL A FLUSH TRANSITION TO THE SHOWER FLOOR WILL PROVIDE EASIER ACCESS. - SHOWER FLOORS CAN SLOP TO DRAINS (A 1:48 MAXIMUM SLOPE WILL HELP CONTROL WATER WITHOUT IMPACTING ACCESSIBILITY). SHOWER SPRAY UNITS AND WATER TEMPERATURE AT SHOWER COMPARTMENTSSHOWER SPRAY UNITS AND WATER TEMPERATURE AT SHOWER COMPARTMENTS - A HAND-HELD SHOWER SPRAY UNIT THAT CAN ALSO BE USED IN A FIXED POSITION IS REQUIRED AT ALL ACCESSIBLE SHOWERS AND BATHTUBS. - THE WATER TEMPERATURE IS LIMITED TO 120 DEGREES FAHRENHEIT. - THE HAND-HELD UNIT NEEDS TO BE REACHABLE WITHIN A HEIGHT OF 48" ABOVE THE SHOWER FLOOR. - HOSE AT LEAST 59" LONG. ANSI/ICC 117.1 - CHAPTER 1104 - TYPE B UNITS - FOR TYPE B UNITS, CLEAR FLOOR SPACES SHALL BE 48 INCHES MINIMUM IN LENGTH AND 30 INCHES MINIMUM IN WIDTH. - SEE SHEETS G102 & G103 FOR ADDITIONAL ACCESSIBILITY DETAILS AND DIMENSIONS 1/2" = 1'-0"2 2ADA BATHROOM ELEV. 1ADA BATHROOM ELEV. 1 1/2" = 1'-0"4 4OPTION A BATHROOM PLANOPTION A BATHROOM PLAN 2' 4'0' 1' 1/2" = 1'-0"5 5OPT. A - BATHROOM ELEV. 1OPT. A - BATHROOM ELEV. 1 1/2" = 1'-0"6 6OPT. A - BATHROOM ELEV. 2OPT. A - BATHROOM ELEV. 2 2' 4'0' 1' 2' 4'0' 1' 1/2" = 1'-0"7 7OPTION B BATHROOM PLANOPTION B BATHROOM PLAN 1/2" = 1'-0"9 9OPT. B - BATHROOM ELEV. 2OPT. B - BATHROOM ELEV. 2 1/2" = 1'-0"8 8OPT. B - BATHROOM ELEV. 1OPT. B - BATHROOM ELEV. 1 2' 4'0' 1' 2' 4'0' 1' 2' 4'0' 1' 1/2" = 1'-0"10 10LAUNDRY ELEVATIONLAUNDRY ELEVATION 2' 4'0' 1' Page 13 of 28 B G B C D E A C D E A C D E C D E A A A A A A CC C D D C C C C C I I II I I H H H F F C D E C D E C D E C D E HH CC C C DD D D I HI F FF F B B G A A D E C D E C D E C D E C IECC 402.1 PRESCRIPTIVE METHOD FOR THERMAL ENVELOPE ASSEMBLIES IEBC 908.1 APPLIES TO NEW CONSTRUCTION ONLY BUILDING USES U-VALUE BASED METHOD, C402.1.4 CLIMATE ZONE 6 ATTIC INSULATION = U-0.021 WALLS BELOW GRADE, U-0.119 METAL FRAMED WALLS, U-0.064 WOOD FRAMED FLOORS, U-0.033 BUILDING USES U-VALUE BASED METHOD, C402.4 CLIMATE ZONE 6 OPERABLE FENESTRATION, U - 0.43 SHADING COEFFICIENT, 0.40 ASSEMBLIES SHOWN ON PLANS AND SECTIONS COMPLY WITH AND PROVIDE BETTER THERMAL INSULATION THAN REQUIRED BY PRESCRIPTIVE METHOD VALUES SHOWN ABOVE. AIR LEAKAGE 0.3 PER 402.5.2 MANUFACTURER'S DATA STICKER SHALL BE LEFT ON WINDOWS AND DOORS UNTIL FINAL INSPECTION ATTIC INSULATION = R-47.62 WALLS BELOW GRADE, R-8.40 METAL FRAMED WALLS, R-15.63 WOOD FRAMED FLOORS, R-30.30 OPERABLE FENESTRATION, R-2.32 OPAQUE SWINGING DOORS, U-0.37 OPAQUE SWINGING DOORS, R-2.27 FIXED FENESTRATION, U - 0.36 FIXED FENESTRATION, R-2.77 WOOD FRAMED WALLS, U-0.051 WOOD FRAMED WALLS, R-19.60 INSIDE AIR FILM 5_ 8 " GYP WALL BRD " GYP 1-HR SHEATHING STUD CAVITY 1_ 2" SIDING OUTSIDE AIR FILM .68 .54 .54 21 .81 .17 COMPONENT R-VALUE @ CAVITY TOTAL 23.74 INSIDE AIR FILM STUD 1_ 2 " SIDING OUTSIDE AIR FILM .54 .54 6.88 .81 COMPONENT TOTAL 9.62 2"x6", 16" OC TOTAL WALL R-VALUE = .093 x (0.104) + .907 (0.042) 0.00967 + 0.038084 0.0478 WALL U-VALUE %of STUD %of CAVITYU of STUD U of CAVITY .68 .17 R-VALUE @ STUD = = 0.104 U-VALUE @ STUD U-VALUE @ CAVITY 0.042 5_ 8 5_ 8 " GYP WALL BRD " GYP 1-HR SHEATHING5_ 8 ROOF DECK INSUL ENTIRELY ABOVE DECK, U-0.032 WOOD FRAMED WALLS, R-19.60 ENTRY DOORS, U - 0.77 ENTRY DOORS, R-2.32 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A201 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 EXTERIOR BUILDING ELEVATIONSTHIRD STREET CONDOMINIUMS SHEET NOTES: SAFETY GLAZING SHALL BE INSTALLED IN ALL OF THE FOLLOWING CONDITIONS: - SIDELITES WITHIN 24" OF ENTRY DOORS SAFETY GLAZING SHALL BE INSTALLED AT WINDOWS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET. - EXPOSED AREA OF GLAZING EXCEEDS 9 SQ FT. - THE BOTTOM EDGE OF WINDOW IS LESS THAN 18" ABOVE THE FLOOR - THE TOP EDGE OF THE WINDOW IS GREATER THAN 36" ABOVE THE FLOOR - A WALKING SURFACE IS WITHIN 36" HORIZONTALLY FROM THE WINDOW. SAFETY GLAZING SHALL BE IDENTIFIED AS SUCH BY MANUFACTURER 1/8" = 1'-0"1 1WEST WEST 1/8" = 1'-0"2 2SOUTH SOUTH 1/8" = 1'-0"3 3NORTH NORTH 1/8" = 1'-0"4 4EAST EAST 16'0' 4' 8' 16'0' 4' 8' 16'0' 4' 8' 16'0' 4' 8' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 14 of 28 8'-1 1/8"8'-1 1/8"8'-1 1/8" A303 1A302 1 8'-1 1/8"1'-0"8'-1 1/8"1'-0" 3'-6" TRUSS BEARING 9'-2 3/8" TRUSS BEARING 11'-2 3/8" 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A301 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 BUILDING SECTIONSTHIRD STREET CONDOMINIUMS 1/4" = 1'-0"1 1BUILDING SECTION 1BUILDING SECTION 1 1/4" = 1'-0"2 2BUILDING SECTION 2BUILDING SECTION 2 1/4" = 1'-0"3 3BUILDING SECTION 3BUILDING SECTION 3 0' 8'0' 2' 4' 0' 8'0' 2' 4' 0' 8'0' 2' 4' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 15 of 28 ROOF STRUCTURE: - EPDM MEMBRANE - 1/2" HIGH DENSITY FIBER BOARD - 5/8" OSB SHEATHING - PRE-ENGINEERED ROOF TRUSSES, 24" O.C., 1/4" : 12 PITCH - R-49 BLOWN CELLULOSE INSULATION - ALUMINUM SOFFIT & FASCIA TYPICAL EXTERIOR WALL: - SIDING SELECTED BY OWNER, EXTERIOR - AIR BARRIER - 1/2" OSB SHEATHING - R-21 DENSE-PACKED FIBERGLASS INSULATION - 2" x 6" STUD FRAMING, 16" O.C. - 6 MIL POLYETHYLENE VAPOR BARRIER - 5/8" GYPSUM WALL BOARD, INTERIOR FLOOR STRUCTURE: - T&G OSB FLOOR DECK SCREWED AND GLUED TO FLOOR JOISTS - 2" x 12" FLOOR JOISTS, 16" O.C. SEE SHEET S100 FOR FOUNDATION DETAILS ROOF STRUCTURE: - EPDM MEMBRANE -1/2" HIGH DENSITY FIBER BOARD - 5/8" OSB SHEATHING - PRE-ENGINEERED ROOF TRUSSES, 24" O.C., 1/4" : 12 PITCH - R-49 BLOWN CELLULOSE INSULATION - ALUMINUM SOFFIT & FASCIA STOREFRONT WINDOW TYPE H, SEE SHEET A600 FOR DETAILS BALCONY FLOOR JOISTS, SEE SHEET S101 FOR FRAMING PLANS TYPICAL EXTERIOR WALL: - SIDING SELECTED BY OWNER, EXTERIOR - AIR BARRIER - 1/2" OSB SHEATHING - R-21 DENSE-PACKED FIBERGLASS INSULATION - 2" x 6" STUD FRAMING, 16" O.C. - 6 MIL POLYETHYLENE VAPOR BARRIER - 5/8" GYPSUM WALL BOARD, INTERIOR FLOOR STRUCTURE: - T&G OSB FLOOR DECK SCREWED AND GLUED TO FLOOR JOISTS - 2" x 12" FLOOR JOISTS, 16" O.C. SEE SHEET S100 FOR FOUNDATION DETAILS 3'-6" E D E D (2) 2 x 8 SPF WINDOW HEADER (2) 2 x 8 SPF WINDOW HEADER 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A302 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 WALL DETAILSTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date 1/2" = 1'-0"1 1WALL DETAIL 1WALL DETAIL 1 1/2" = 1'-0"2 2WALL DETAIL 2WALL DETAIL 2 2' 4'0' 1' 2' 4'0' 1' Page 16 of 28 8'-1 1/8"1'-0"8'-1 1/8"1'-0"8'-1 1/8" 9'-1 1/8" 3'-6" A303 3 5'-0 1/2"5'-0 1/2" 6 1/16" 11" 3/4" OSB RISERS 15/16" PARTICLEBOARD TREADS WOOD STRINGERS, 12" O.C. 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A303 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 STAIR DETAILSTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date 1/2" = 1'-0"1 1STAIR SECTIONSTAIR SECTION 1/2" = 1'-0"2 2SECOND FLOOR STAIR PLANSECOND FLOOR STAIR PLAN N2' 4'0' 1' 2' 4'0' 1' 3" = 1'-0"3 3STAIR TREAD DETAILSTAIR TREAD DETAIL 0' 6"1 1/2" 3" STAIR CODE REQUIREMENTS (IBC 2021): RISER HEIGHT AND TREAD DEPTH (1011.5.2) - STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. RECTANGULAR TREAD DEPTHS SHALL BE 11 INCHES MINIMUM. STAIRWAY WALKING SURFACE (1011.7.1) - STAIRWAY TREADS AND LANDINGS SHALL HAVE A SOLID SURFACE. FINISH FLOOR SURFACES SHALL BE SECURELY ATTACHED. HANDRAIL HEIGHT (1014.2) - HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. HANDRAIL GRASPABILITY - TYPE I (1014.3.1) - HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1 1/4 INCHES AND NOT GREATER THAN 2 INCHES. HANDRAIL CONTINUITY (1014.4) - HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. HANDRAIL EXTENSIONS (1014.6) - HANDRAILS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT FLIGHT OF STAIRS OR RAMP RUN. GUARDS - WHERE REQUIRED (1015.2) - GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, AISLES, STAIRS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARD HEIGHT (1015.3) - REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES HIGH. GUARD - OPENING LIMITATIONS (1015.4) - REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT Page 17 of 28 FIN FLR 5 5'-6" 1'-6" 3'-0" A 2'-0" 5'-0" 2'-0" B ASSEMBLY 1 2'-0" 5'-0" 6'-0" C D E OVERALL WIDTH 12'-0" OVERALL HEIGHT 7'-0" OVERALL WIDTH 12'-0" OVERALL HEIGHT 7'-0" 9 1/4" CL CL CL CL 2'-11" CL 2'-10 1/2" CL 2'-10 1/2" CL 3'-2" I CLCLCL CL 2'-11" CL 2'-10 1/2" CL 2'-10 1/2" CL 3'-2" I CL 6'-10" STOREFRONT TYPE F STOREFRONT TYPE F THIRD FLOOR 18' - 2 1/4" T.O. 2ND FLR 17' - 2 1/4" ROOF 26' - 3 3/8" OVERALL HEIGHT 7'-0" OVERALL WIDTH 3'-0" CL 6'-10" CL 2'-4 1/2" BRAKE METAL OVER COLUMN STOREFRONT TYPE G THIRD FLOOR 18' - 2 1/4"T.O. 2ND FLR 17' - 2 1/4" ROOF 26' - 3 3/8"OVERALL WIDTH 12'-0" CL 6'-10" BRAKE METAL OVER COLUMN STOREFRONT TYPE H CL CL CL CL 3'-2" CL 2'-8 3/4" CL 2'-8 3/4" CL 2'-9" OVERALL HEIGHT 7'-0" SECOND FLOOR 9' - 1 1/8" T.O. 1ST FLR 8' - 1 1/8" THIRD FLOOR 18' - 2 1/4" T.O. 2ND FLR 17' - 2 1/4" CL 4'-9" STOREFRONT TYPE I CL CL 3'-0" CL 3'-0" WINDOW SCHEDULE TYPE WIDTH HEIGHT COUNT COMMENTS FIRST FLOOR A 3' - 0" 1' - 6" 2 C 3' - 0" 5' - 0" 4 D 3' - 0" 2' - 6" 4 E 3' - 0" 2' - 6" 8 SECOND FLOOR A 3' - 0" 1' - 6" 2 C 3' - 0" 5' - 0" 12 D 3' - 0" 2' - 6" 6 E 3' - 0" 2' - 6" 8 THIRD FLOOR B 2' - 0" 5' - 0" 2 C 3' - 0" 5' - 0" 8 D 3' - 0" 2' - 6" 2 E 3' - 0" 2' - 6" 2 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A600 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 WINDOW SCHEDULE AND DETAILSTHIRD STREET CONDOMINIUMS 1/4" = 1'-0" WINDOW LEGENDWINDOW LEGEND 0' 8'0' 2' 4' 1/4" = 1'-0"1 1STOREFRONT DETAIL 1STOREFRONT DETAIL 1 1/4" = 1'-0"2 2STOREFRONT DETAIL 2STOREFRONT DETAIL 2 1/4" = 1'-0"3 3STOREFRONT DETAIL 3STOREFRONT DETAIL 3 1/4" = 1'-0"4 4STOREFRONT DETAIL 4STOREFRONT DETAIL 4 0' 8'0' 2' 4' 0' 8'0' 2' 4' 0' 8'0' 2' 4' 0' 8'0' 2' 4' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date ROOM FINISH SCHEDULE ROOM NAME FINISH ROOM COUNT COMMENTSFLOOR BASE WALL CEILING FIRST FLOOR UNIT 1 BATHROOM PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 1 PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 1 CLOSET PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 2 PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 2 CLOSET PAINT - WHITE PAINT - WHITE 2 UNIT 1 ENTRY PAINT - WHITE PAINT - WHITE 2 UNIT 1 KITCHEN PAINT - WHITE PAINT - WHITE 2 UNIT 1 LAUNDRY ROOM PAINT - WHITE PAINT - WHITE 2 UNIT 1 LIVING ROOM PAINT - WHITE PAINT - WHITE 2 UNIT 1 MECHANICAL CLOSET PAINT - WHITE PAINT - WHITE 2 SECOND FLOOR BALCONY 2 UNIT 1 BATHROOM PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 1 PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 1 CLOSET PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 2 PAINT - WHITE PAINT - WHITE 2 UNIT 1 BEDROOM 2 CLOSET PAINT - WHITE PAINT - WHITE 2 UNIT 1 COAT CLOSET PAINT - WHITE PAINT - WHITE 2 UNIT 1 ENTRY PAINT - WHITE PAINT - WHITE 2 UNIT 1 KITCHEN PAINT - WHITE PAINT - WHITE 2 UNIT 1 LAUNDRY ROOM PAINT - WHITE PAINT - WHITE 2 UNIT 1 LIVING ROOM PAINT - WHITE PAINT - WHITE 2 UNIT 1 MECHANICAL CLOSET PAINT - WHITE PAINT - WHITE 2 THIRD FLOOR BALCONY 2 UNIT 2 BATHROOM PAINT - WHITE PAINT - WHITE 2 UNIT 2 BEDROOM PAINT - WHITE PAINT - WHITE 2 UNIT 2 BEDROOM CLOSET PAINT - WHITE PAINT - WHITE 2 UNIT 2 ENTRY PAINT - WHITE PAINT - WHITE 2 UNIT 2 KITCHEN PAINT - WHITE PAINT - WHITE 2 UNIT 2 LAUNDRY ROOM PAINT - WHITE PAINT - WHITE 2 UNIT 2 LIVING ROOM PAINT - WHITE PAINT - WHITE 2 UNIT 2 MECHANICAL CLOSET PAINT - WHITE PAINT - WHITE 2 Page 18 of 28 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. A701 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 3D VIEWSTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 19 of 28 25'-0" 12'-0" 25'-0" 13'-0" 5'-0" 4'-0" 13'-0" 13'-0" 14'-0" 6'-0" 26'-0" 6'-0" 14'-0" 27'-0" 22'-0"13'-0" 1'-0" 26'-0" 25'-0" 12'-0" 1'-0" 25'-0" 4'-0" 9'-9 1/2" 12'-6 1/2" 5'-0" 13'-6 1/2" 5'-0" 8'-9 1/2" 10'-1 1/2" 9'-9 1/2" 2 S100 3 S100 4 S100 5'-0" 5 S100 NOTCH SLAB AT OVERHEAD DOORS 20" x 10" AT INTERIOR BEARING WALLS 20" x 10" AT INTERIOR BEARING WALLS 20" x 10" AT INTERIOR BEARING WALLS 20" x 10" AT INTERIOR BEARING WALLS 20" x 10" AT INTERIOR BEARING WALLS ACOUSTIC INSULATION BETWEEN UNITS R-10 EXTRUDED POLYSTYRENE INSULATION UNDER SLAB TREATED 2" x 4" SILL PLATE ANCHOR TO FOUNDATION W/ 1/2" x 5-1/2" EXPANSION ANCHORS, 72" O.C. 10" x 2'-0" CONCRETE THICKENED SLAB, THREE #5 BARS CONTINUOUS 10" CL4" 1'-8" CL4" 10" 1'-8" R-10 EXTRUDED POLYSTYRENE INSULATION UNDER SLAB TREATED 2" x 4" SILL PLATE ANCHOR TO FOUNDATION W/ 1/2" x 5-1/2" EXPANSION ANCHORS, 72" O.C. 10" x 2'-0" CONCRETE THICKENED SLAB, THREE #5 BARS CONTINUOUS TAPER SLAB 3/4" AT OVERHEAD DOOR CL 8" 4'-0" CL4" 10" 1'-8" TAPER SLAB 1/4" : 12 AWAY FROM BLDG 8" x 48" CONCRETE CAST-IN-PLACE FOUNDATION WALL SLABS AND WALLS SHOULD BE 4,000 PSI MIX, AIR ENTRAINED. REINFORCE SLABS WITH FIBRILLATED FIBER MESH 20" x 10" CONCRETE FOOTING WITH (3) #5 CONTINUOUS BARS R-20 FOAM INSULATION CL4" 4'-0"10" 1'-8" TYPICAL EXTERIOR WALL - SEE SHEET A302 FOR WALL DETAIL TREATED 2" x 6" SILL PLATE ANCHOR TO FOUNDATION W/ 1/2" x 5-1/2" EXPANSION ANCHORS, 48" O.C. R-20 FOAM INSULATION CL 8" 8" x 48" CONCRETE CAST-IN-PLACE FOUNDATION WALL SLABS AND WALLS SHOULD BE 4,000 PSI MIX, AIR ENTRAINED. REINFORCE SLABS WITH FIBRILLATED FIBER MESH 20" x 10" CONCRETE FOOTING WITH (3) #5 CONTINUOUS BARS 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. S100 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 FOUNDATION PLAN & DETAILSTHIRD STREET CONDOMINIUMS SHEET NOTES: ALL CAST-IN-PLACE CONTINUOUS CONCRETE SLAB FOOTINGS AND GRADE BEAMS SHALL BE MIXED TO ACHIEVE A COMPRESSIVE STRENGTH 4,000 PSI MINIMUM, AND SHALL BE AIR ENTRAINED CONCRETE MIX SHALL CONTAIN FIBRILLATED FIBERMESH REINFORCING, 1.5 LBS PER CUBIC YARD Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date 1/4" = 1'-0"1 1FOUNDATION PLANFOUNDATION PLAN 0' 8'0' 2' 4' N 3/4" = 1'-0"2 2FTG @ UNIT PARTITIONFTG @ UNIT PARTITION 3/4" = 1'-0"3 3FTG @ BEARING WALLSFTG @ BEARING WALLS 0' 2'1'6" 0' 2'1'6" 3/4" = 1'-0"4 4FTG @ O.H. DOORFTG @ O.H. DOOR 0' 2'1'6" 3/4" = 1'-0"5 5TYP. FTG DETAILTYP. FTG DETAIL 0' 2'1'6" Page 20 of 28 DN UP DN 2" x 12" FLOOR JOISTS, 16" O.C. 2" x 12" FLOOR JOISTS, 16" O.C. 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. S101 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 FLOOR FRAMING PLANSTHIRD STREET CONDOMINIUMS 1/4" = 1'-0"1 1SECOND FLOOR FRAMING PLANSECOND FLOOR FRAMING PLAN 1/4" = 1'-0"2 2THIRD FLOOR FRAMING PLANTHIRD FLOOR FRAMING PLAN 0' 8'0' 2' 4'0' 8'0' 2' 4' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date NN SHEET NOTES: 1. ALL WINDOW AND DOOR HEADERS TO HAVE (2) 2" x 8" SPF HEADERS UNLESS NOTED OTHERWISE. Page 21 of 28 DN 2'-0" PRE-ENGINEERED TAPERED ROOF TRUSSES, 24" O.C., TOWARDS ROOF DRAIN ROOF DRAIN ROOF DRAIN SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT ROOF DRAIN ROOF DRAIN PRE-ENGINEERED ROOF TRUSSES, 24" O.C., 1/4" : 12 PITCH *SEE SHEET A301 FOR ROOF HEIGHTS* 2'-0" ROOF DRAIN CLAMP RING ROOF MEMBRANE RIGID FOAM INSULATION SLOPED 1/4" PER EVERY FOOT OF RISE OSB SHEATHING WITH WATER RESISTIVE BARRIER 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. S102 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 ROOF FRAMING PLAN AND DETAILSTHIRD STREET CONDOMINIUMS 28.0 = 0.7 x 40 x 1 x 1 x 1 x 1 SHEET NOTE: TRUSS MANUFACTURER TO PREPARE AND PROVIDE STAMPED COPIES OF TRUSS PLANS AND ENGINEERED CALCUALTIONS TO THE ARCHITECT FOR SUBMITTAL TO THE STATE PRIOR TO INSTALLATION OF THE TRUSSES. TRUSS MANUFACTURER TO INCLUDE UNBALANCED AND SNOWDRIFT LOADS IN THEIR CALCULATIONS. NEW TRUSS SYSTEM SHALL BE DESIGNED ACCORDINGLY. TRUSS SUPPLIER SHALL PREPARE TRUSS COMPONENT SUBMITTAL INFORMATION FOR STATE APPROVAL TO INCLUDE CALCULATIONS AND DRAWINGS FOR SNOW LOADS AS FOLLOWS: GROUND SNOW LOAD Pg = BUILDING IS LOCATED IN PORTAGE COUNTY IMPORTANCE FACTOR Is = EXOSURE FACTOR Ce = SLOPE FACTOR Ps = THERMAL FACTOR Ct = 40 PSF 1.0 1.0 1.0 1.0 ROOF SNOW LOAD ___ = 0.7 x Pg x Ps x Ce x Is x Ct CATEGORY II EXPOSURE B HEATED STRUC ROOF SNOW LOAD LATERAL LOADS SHALL BE BASED ON WIND SPEED OF 90 MPH, 20 PSF LATERAL LOAD PER IBC 1608.2 1/8" = 1'-0"2 2ROOF FRAMING PLANROOF FRAMING PLAN 1/8" = 1'-0"3 3ROOF PLANROOF PLAN 16'0' 4' 8' 16'0' 4' 8' 1/8" = 1'-0"1 1GARAGE ROOF FRAMING PLANGARAGE ROOF FRAMING PLAN 16'0' 4' 8' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date N NN 1 1/2" = 1'-0"4 4ROOF DRAIN DETAILROOF DRAIN DETAIL 1'3"0' 6" Page 22 of 28 UP Dryer Washer Washer Dryer WP WP WP WP WP WP WP WP WP WP D D DD D D D D 3 3 3 3 D D D D D D D 3 3 D D D 3 3 3 3 OUTDOOR PASSAGEWAY LIGHTS TO BE ON A TIMER FROM DUSK TO DAWN. MOTION SENSOR FOR DURING DAY. 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. E101 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 1ST FLR POWER & LIGHTING PLANTHIRD STREET CONDOMINIUMS 0' 8'0' 2' 4' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date 1/4" = 1'-0"1 1FIRST FLOOR ELECTRICAL PLANFIRST FLOOR ELECTRICAL PLAN N Page 23 of 28 DN UP DryerWasher DryerWasher WP WP D D D D D D F F D D D D D D DD D D D D D D 3 3 3 3 3 3 3 3 33 33 DN WP WP D D D F D D D F D D D D D D D D D 3 3 3 3 3 3 D 3 3 3 33 3 PASSAGEWAY LIGHTS TO BE MOTION SENSORED PASSAGEWAY LIGHTS TO BE MOTION SENSORED 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. E102 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 2ND & 3RD FLR POWER & LIGHTING PLANTHIRD STREET CONDOMINIUMS 0' 8'0' 2' 4' Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date 1/4" = 1'-0"1 1SECOND FLOOR ELECTRICAL PLANSECOND FLOOR ELECTRICAL PLAN 1/4" = 1'-0"2 2THIRD FLOOR ELECTRICAL PLANTHIRD FLOOR ELECTRICAL PLAN 0' 8'0' 2' 4' N N Page 24 of 28 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. G101 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 FRAMING CONNECTIONS SCHEDULETHIRD STREET CONDOMINIUMS SHEET NOTES: ALL FRAMING SHOULD BE SPF #2 OR BETTER ALL FRAMING LUMBER IN CONTACT WITH GRADE OR MASONRY SHALL BE PRESSURE TREATED. ALL HEADERS SHALL BE SUPPORTED BY MINIMUM OF TWO SHOULDER STUDS. SPANS OVER 10 FEET SHALL HAVE 5 1/2" MINIMUM BEARING 1 G101 2 G101 TYPICAL WALL SHEATHING SHEAR WALL SHEATHING SHEAR WALL BRACING - FASTEN SHEATHING TO STUD FRAMING WITH 8d NAILS 6" O.C. AT ALL POINTS WHERE SHEETS CROSS FRAMING. SHEAR WALL NAILING TO BE APPLIED WITHIN 8'-0" OF ALL BUILDING CORNERS. EDGE NAIL, 8d COMMON, 6" O.C. FIELD NAIL, 8d COMMON, 6" O.C. 7/16" OSB SHEATHING EDGE NAIL, 8d COMMON, 6" O.C. FIELD NAIL, 8d COMMON, 12" O.C. 7/16" OSB SHEATHING TYPICAL SHEATHING - FASTEN SHEATHING TO STUD FRAMING AS INDICATED ABOVE. 6" 6" 1'-0" 6" 3 G101 ROOF SHEATHING OSB SHEATHING, INSTALL 8d NAILS 6" OC AT ALL POINTS WHERE SHEETS CROSS FRAMING. INSTALL "H" CLIPS BETWEEN TRUSSES ON THE LONG SIDE OF THE SHEETS TOP CHORD OF ROOF TRUSSES FASTEN OSB ROOF SHEATHING AS NOTED Page 25 of 28 +95'-0" DISPENSER SOAP SHOWER VALVE WATER CLOSET PIPE PROTECTION LAVATORY CLEARANCES BENEATH LAVATORY. LATCH SIDE APPROACH - SWINGING DOORS HINGE SIDE APPROACH - SWINGING DOORS FRONT APPROACH - SWINGING DOORS HOSE BIBB URINAL TOP OF LIP CLOCK 1'-6" CHILDREN 1'-5" HANDICAPPED MIRROR 3'-0" CHILDREN 3'-2" HANDICAPPED LINE FLOOR FLOOR LINE DRYER HAND/HAIR 24" PREFERRED PAPER TOWEL DISPENSER APPROACH X = 42" MIN. IF Y = 54" X = 36" MIN. IF Y = 60" * 54" MIN. IF DOOR HAS CLOSER APPROACH NOTE: APPROACH TOILET PAPERROBE HOOK PARTITION AT TOILET 6'-0" (WOMEN) 5'-0" (CHILDREN) HEAD SHOWER HOLDER PARTITION AT URINAL LINE FLOOR FLOOR LINE TOWEL DISPENSER/ WASTE RECEPTACLE EWC HOSE VALVE CLEAR FLOOR SPACE SANITARY NAPKIN- TAMPON DISPENSER CLEAR SPACE FLOOR APPROACH @ FIXTURES FLOOR LINE SPACE FLOOR CLEAR A LATCH & CLOSER * 48" MIN. IF DOOR HAS BOTH * 48" MIN. IF DOOR HAS CLOSER APPROACH APPROACH BEYOND RIM NOT EXTEND OR SHIELDS DO SANITARY NAPKIN DISPOSAL UNIT 30" X 48" SPACE CLEAR CLEAR FLOOR LEVEL OF COIN SLOT SIAMESE GRAB BARS FLOOR LINE AS REQUIRED SOLID BLOCKING FIRE HOSE CABINET FLOOR LINE 2 WINDOW INDICATOR GAS MAING PROJECTION SCREEN DRINKING FOUNTAIN MISCELLANEOUS SYMBOLS WATER CLOSET (TANK) EWS EYE WASH SINK DF LAV SERVICE SINK LAVATORY CENTER LINE U WC/T WC URINAL WATER CLOSET PROPERTY LINE CONSTRUCTION LIMIT SAN STM FP E T SANITARY SILT FENCE FENCE RAILROAD TRACKS SETBACK LINE ELECTRIC STORM TELEPHONE FIRE PROTECTION GENERAL NOTES WALL MOUNTED FIRE EXTINGUISHER SEMI RECESSED FIRE EXTINGUISHER ILLUMINATED FACE(S) EMERGENCY LIGHTS ARROW(S). SHADED AREA INDICATES EXIT LIGHT-WITH DIRECTIONAL FE FE FLOOR DRAINFD KEYNOTES SHEET NOTES EXIT TO GRADE WH HOSE BIBB WATER METER SAFETY SHOWER WALL HYDRANT HB WH WM SS ACCESSIBLE ROUTE MANHOLE CATCH BASIN POWER POLE LIGHT POLE FIRE HYDRANT INLET PROTECTION CHANNEL PROTECTION TRACKING PROTECTION C.B. P.P. M.H. L.P. F.H. HANDICAP ELEVATION MARKER PLAN NORTH SPOT ELEVATION RECESSED SLAB CONDITION 101'-10" LOW SIDE T.O.F. ELEV = 614'-0"T.O.F. ELEV = 614'-0" PLAN NORTH CEILING HEIGHT INDICATOR COLUMN REFERENCE GRID REVISION INDICATOR KEYNOTE INDICATOR EQUIPMENT NUMBER PARTITION TYPE INDICATOR A 2 3 4 X X X ARCHITECTURAL MATERIAL INDICATIONS CIVIL SYMBOLS NEW GRADE ELEVATION EXISTING GRADE ELEVATION GRASS 100.00 100.00 CIVIL INDICATIONS W 100 100 WATER MAIN EXISTING CONTOUR NEW CONTOUR DATUM PARTITION INDICATIONS INSULATION WOOD METAL BATT/LOOSE FILL WOOD STUD FINISH STEEL WALL DEFINITIONS EARTHWORKS CONCRETE MASONRY /PRECAST EXISTING CONSTRUCTION CONCRETE BLOCK COMPACTED FILL CAST-IN-PLACE SWAMP MISC. DIRECTION OF PITCHWITH % OF SLOPE UNIFORM PITCH DOWNSPOUT HIGH POINT CLEANOUT FLUSH WITH GRADE SWALE LINE W/ DIR. OF FLOW U.P. D.S. C.O. H.P. 2.0% GLASS WOOD STUD (DETAIL) RIGID ALUMINUM ROUGH METAL STUD (DETAIL) PLYWOOD /BRONZE BRASS SPECIFIC DETAILS ARE SHOWN ON DETAIL ROOM IDENTIFIER NOMINAL SIZE OR S.F. DOOR INDICATOR ARCHITECTURAL SYMBOLS MATCH LINE INDICATOR 101 MATCH LINESEE XX/X-XXX SHEET AS FOLLOWS: NAME NUMBER DETAIL NUMBER DETAIL SHEET NUMBER DETAIL SHEET NUMBER DETAILS OF SPECIFIC ITEMS ON PLANS, ETC. ARE DETAIL INDICATOR FOR SMALL CONDITIONS ARE SHOWN AS FOLLOWS: 1 A2 DETAIL NUMBER SHOWN AS FOLLOWS: ELEVATION SHEET NEW CONSTRUCTION BRICK GROUT UNDISTURBED EARTH STONE DEMOLITION DRAINAGE FILL ETC. ARE SHOWN AS FOLLOWS: BUILDING SECTIONS CUT ON PLANS, ETC. ARE SHOWN AS FOLLOWS: PARTIAL SECTIONS CUT ON PLANS, INTERIOR ELEVATIONS SHOWN AS FOLLOWS: SECTIONS AND DETAILS ELEVATION NUMBER SECTION LETTER SECTION SHEET HORIZ horizontal INSUL insulate(d), insulation LAV lavatory LF linear foot LL live load INT interior JST joist JT joint INCL include(d), including HVAC heating/ventilating/air conditioning IE invert elevation ID inside diameter IN inch HTG heating HW hot water HYD hydrant square/square foot LP plate angle diameter centerlineLC I# oI GA gauge GC general contract(or) HM hollow metal HDWR hardware HC hollow core HGT height HB hose bib GL glass, glazing GALV galvanized GYP gypsum GB grab bar FNDTN foundation FTG footing, fitting G gas FT foot FLUR fluorescent FE fire extinguisher FD floor drain FLR floor FIN finish DR door, drain ELEC electric(al) FAC fire access cabinet EXP exposed, expansion EWC electric water cooler EPI extruded polystyrene insulation EPDM ethylene, propylene, diene terpolymer EXIST existing EXT exterior EXH exhaust EQUIP equipment EW each way ELEV elevator EIFS exterior finish insulation system DWG drawing EL elevation EA each DWALL drywall DW dishwasher DS down spout DTL detail CONTR contract(or) DIM dimension DF drinking fountain DIA diameter DBL double DN down CY cubic yard CT ceramic tile CR curb ramp CPT carpet(ed) CONT continue, continuous CMU concrete masonry unit CONC concrete COL column CO cleanout CJ construction joint CF cubic feet CLK caulk(ing) CLJ control joint CLG ceiling STANDARD ABBREVIATIONS AP access panel BM beam, bench mark BS both sides BTM bottom BRG bearing BO by others BLKG blocking BLDG building ASPH asphalt BD board AFF above finished floor AB anchor bolt ALUM aluminum A/C air conditioning ALT alternate 1/4" = 1'-0" 8'2' 4'0 3'-1 1/4"3'-8 11/16" 3'-0" 40" max. 17" min. depth 34" max. 29" min. 6" max. 27" min 1'-10 5/16" STANDARD 1'-10 3/8" 6'-0 5/8" (MIN.) 8" min. 9" min. 12" MAX. 18" MIN. 3'-5" STANDARD 3'-1 1/4" 7"-9" 3'-3 1/8" MIN. 15" MIN. 60" MIN. X 24" MIN. 48" MIN. * Y 5'-9 13/16" 4'-6" 11 3/16" 6'-6" (MEN) 1'-10 3/8" 1'-4 3/4" 3'-3 1/8" 2'-7 11/16" 3'-1 1/4" 3'-1 1/4" MAX. 5 3/4" 17"-19" X NOTE: X = 12" MIN. IF DOOR HAS BOTH A LATCH & CLOSER 56" min. 24" MIN. 36" PREF. 60" min. 16"-18" 42" min. 30" min. 48" min. 19" max. 3'-1 1/4" 17" min. 48" MIN. 54" MIN. 42" MIN. * 24" MIN. 42" MIN. * 2'-0 3/16" SCREEN WALLS 29" (735 mm) 2'-2 1/16" 1 1/2" 1 1/4"-1 1/2" 5'-8 7/8" 5'-5 3/16" NOTES APPLY TO ENTIRE DOCUMENT SET. NOTES APPLY ONLY WHERE INDICATED BY SYMBOL. NOTES APPLY ONLY TO SHEET. MANUF manufactured MAX maximum MB mop basin MECH mechanical MEMB membrane MFR manufacturer MIN minimum MISC miscellaneous MO masonry opening MTL metal NIC not in contract NO number NOM nominal NTS not to scale OC on center OD outside diameter OH overhead, overhang OPNG opening PART partition PCF pounds per cubic foot PKT pocket PLAS plastic PLBG plumbing PLF pounds per lineal foot PNL panel POLY polyethylene PROJ project, projected PROP property PSF pounds per square foot PSI pounds per square inch PT pressure treated PTD paint(ed) PVC polyvinyl chloride PVMT pavement PWD plywood QT quarry tile R radius, riser RA return air RD roof drain REF refrigerator REINF reinforcing REQD required REV revise, revision RM room RO rough opening SA supply air SC solid core SF square foot SH shelf, shelving, shower SHT sheet SIM similar SPKR speaker SQ square SS stainless steel STC sound transmission coefficient STD standard STL steel SUSP suspended SY square yard T tread TELE telephone T/G tongue and groove THK thick(ness) TOF top of footing TOS top of steel TOW top of wall TYP typical UH unit heater VB vapor barrier VCT vinyl composition tile VERT vertical VT vinyl tile W water W/ with WD wood W/O without WP waterproof(ing) WSCT wainscot WWF welded wire fabric FLOOR PLAN MOUNTING HEIGHTS & CLEARANCES M 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. G102 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 SYMBOLS AND LEGENDSTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 26 of 28 60" (1525 mm) MIN. SWING--OPPOSITE DIRECTION Notes 1. Hardware: Specify hardware that can be operated with one hand, without tight grasping, pinching, or twisting of the wrist. 2. Thresholds: Thresholds are typically limited to 1/2 in. maximum height; however, some standards allow a 3/4 in. height for certain sliding doors. 3. Opening force: Interior doors (other than fire doors) should be able to be operated with 5 lb of force. Exterior doors and fire doors may be regulated by the authority having jursidiction. WITHIN 43" OF FLOOR SHOULD EXTEND TO LEAST ONE PANEL ARE PROVIDED, AT WHERE VISION LIGHTS (865 AND 1220 mm) LOCATED BETWEEN DOOR HARDWARE SHOULD BE SMOOTH OF DOOR SURFACE BOTTOM 10" (255 mm) 60" (1525 mm) MIN. HANDRAIL PROTECTION PROVIDES EDGE ENCLOSED RAMP CLEAR WIDTH 36" (915 mm) MIN. X = RAMP LENGTH (HORIZONTAL PROJECTION OR RUN) MIN. PARALLEL APPROACH--ALCOVE 48" (1220 mm) MIN. 60" (1525 mm) MIN. 32" (815 mm) 36" (915 mm) MIN. MIN. SINGLE WHEELCHAIR 24" (610 mm) MIN. TWO WHEELCHAIRS 36" (915 mm) 32" (815 mm) MIN. MIN. MIN. 24" (610 mm) ONE WHEELCHAIR AND 48" (1220 mm) MIN. ONE AMBULATORY PERSON PARALLEL ACCESSABLE DOORS 43" (1090 mm) 34" 48" MAX. MIN. CLOSER DOOR MAX. ABOVE FLOOR 34" AND 48" 36" (915 mm) FORWARD APPROACH--ALCOVE 30" (760 mm) 30" (760 mm) 21" (535 mm) 48" (1220 mm) MAX. 15" (380 mm) MIN. 48" (1220 mm) MIN.30" (760 mm) MIN. (380 mm) X > 15" MIN. SHELVES X > 24" (610 mm) MAX. ACCESSIBLE RANGE 48" (1220 mm) MAX. CLOSET 21" (535 mm) MAX. 10" (255 mm) MAX. 32" TO 42" PREFERRED 54" (1370 mm) MAX. 9" (230 mm) MIN. 24" (610 mm) 46" (1170 mm) 34" (865 mm) MAX. MAX. SIDE REACH OVER OBSTRUCTION HIGH AND LOW SIDE REACH LIMITS 17" (430 mm) MIN. 6" (150 mm)11" (280 mm) OVER 10" (1:20 SLOPE) 1/2" RISE, MAX. 34" TO 38" (865 TO 965 mm) EXTENDED PLATFORM 10" (255 mm) MIN. (255 mm TO 610 mm) 10" TO 24"20" TO 25" (510 TO 635 mm) 48" (1220 mm) 30" (760 mm) 48" (1220 mm) MIN. 30" (760 mm) MIN. FORWARD MIN. OBSTRUCTED HIGH FORWARD REACH ALCOVE SPACE FLOOR CLEAR 30" X 48" MAX. OBSTRUCTED SIDE REACH MAX. 44" (1120 mm) MAX. 48" (1220 mm) MAX. 20" (510 mm) MAX. 46" (1170 mm) MAX. 34" (865 mm) MAX. 48" (1220 mm) MAX. 10" (255 mm) 34" (865 mm) MAX. MAX. 6" (150 mm) MAX. TOE CLEARANCE ONLY 9" (230 mm) 48" (1220 mm) SWING--SAME DIRECTION DIRECTION OF TRAVEL MIN. 27" (685 mm) MIN. 9" (230 mm) specific accessible elements. Clearances shown are required at WHEELCHAIR TURNING SPACE OF MANEUVERING CLEARANCE OR THIS AREA MAY BE USED AS PART MINIMUM CLEARANCE NOTE TOE CLEARANCE 8" (205 mm) MIN. MIN. CLEARANCE CLEARANCE TOE KNEE MIN. (865 TO 965 mm) 34" TO 38" Slope = Y:X, where X is a level plane. NOTE Y = RAMP LANDING RISE RAMP SURFACE HORIZONTAL EXTENSION 12" (305 mm) MIN. RAMP RAMP RAILING RAMP ANYCLEARANY 80" (2030 mm) MIN. 27" (685 mm)48" (1220 mm) MAX. UNOBSTRUCTED FORWARD REACH 15" (380 mm) MIN. TO A WALL WALKING PARALLEL (685 mm) HIGHER THAN 27" OR LESS 48" (1220 mm) MAX. UNOBSTRUCTED SIDE REACH DISABILITY, PERSON WITH TYP. MIN. 15" (380 mm) FOR ADAAG * 54" (1370 mm) MAX. 27" (685 mm) TO A WALL WALKING PERPENDICULAR OR LESS WALKING PARALLEL TO A WALL RANGE CANE AMOUNT MAX. 4" (100 mm) WIDTH AMOUNT MAX. 1/2" (13 mm) 9" (230 mm) 27" (685 mm) MIN. is not considered knee and toe clearance. table, desk, or other element, but that space Additional space can be provided beneath the WHEELCHAIR TURNING SPACE OF MANEUVERING CLEARANCE OR THIS AREA MAY BE USED AS PART MAXIMUM CLEARANCE NOTE CLEARANCE TOE AND KNEE CLEARANCE TOE AND KNEE 25" (635 mm) MAX. KNEE CLEARANCE CLEARANCE TOE turning space, and access aisles. maneuvering clearances, wheelchair in level in clear floor space, 2. Some standards prohibit changes 1/2 in. (13 mm) must be ramped. 1. Changes in level greater than 36" (915 mm) MIN. BALUSTER HANDRAIL CLEAR WIDTH 2 ALLOWED (6.5 TO 13 mm) 1/4" TO 1/2" NOTES MAX. 1 1/4" (6.5 mm) NOT ALLOWED ALLOWED MAX. RAMP RUN RAMP RISE RAMP WHEELCHAIR TURNING SPACE OF MANEUVERING CLEARANCE OR THIS AREA MAY BE USED AS PART 1 1/2"1 1/4" TO 2" 29" NONCIRCULAR 2 1/4" 1 1/2" 2 1/4" 2 1/4" 2 1/2" ANSI MIN. MAX. MAX. MAX. PROJECTION HORIZONTAL PERIMETER 4" TO 6 1/4" MAX. CIRCULAR 2 1/2" ANSI MIN. MIN. PROJECTION HORIZONTAL 48" 40" 27" 34" 17" TO 25" 9" MIN. MAX. MAX. MAX. 30" MIN. 17" 3'-8" REMOVABLE LAVATORY TOP OF BOTTOM MIRROR MIN. REFLECTIVE PART OF 2'-3" PERPENDICULAR APPROACH PARALLEL APPROACH SEAT 25" SPACE FLOOR CLEAR MAX. 4'-6 7/16" 9 1__ 16" 34" TO 38" (865 TO 965 mm) MIN. OF TRAVEL DIRECTION 1:20 IS NOT<(SLOPE LANDING ARE REQUIRED) SO NO HANDRAILS DEFINED AS A RAMP LANDING 12" (305 mm) MIN. 1:20 SLOPE 1:12 TO HORIZONTAL PROJECTION 4'-7" 3'-8" 1'-0" 2'-9" 2'-9" 3'-6" 2'-0"4'-0" 12" 8" 2'-9" TO 2'-9" MOUNT CONTROLS IN THIS AREA ONLY 3'-6" MIN. 18" 1'-10" 15" SEAT FOLDING SHOWER SHOWER HEAD FIXED 18" 3'-7" ± 5" CONTROL AREA 2'-6" TO 3'-0" GRAB BAR 1 1/2" (38 mm) DIAMETER HANDHELD SHOWER HEAD 6"MIRROR URINAL PARTITION URINAL (ELONGATED TYPE) TOILET PARTITION 2'-9"3'-0 5__ 16" MAX. 1'-5" MIN. 8" 60" (1525 mm) MIN. 60" (1525 mm) MIN. MIN. REQUIRED LANDING WIDTH mm) (255 RAMP AS RAMP RUN AT LEAST AS WIDE RAMP X LANDING Y LANDING SURFACE TO REFLECTING LANDING LENGTH 3'-0" MIN. 5" MAX. 1'-0" 3'-6" CLEAR 11_ 2" 3'-4" 1'-3" 2'-3" 2'-10" 2'-6" 5" MAX. 2" 1 1/2" LC 1'-6" 2'-10" 1'-7" MIN. BOWL AND PIPES MUST BE CONTAINED WITHIN THIS AREA 5'-0" clear SPACE 2'-6" X 4'-0" CLEAR FLOOR 3'-0" MAX. LC 5'-0" x 5'-0" CLEAR FLOOR SPACE AT ACCESSIBLE STALL 3'-6" 1'-6" VERTICAL GRAB BAR HORIZ. GRAB BAR CTR OF TOILET KNEE/TOE CLEARANCE MIN. 3'-4"VERT. BAR MANUEVERING CLEARANCES, REACH RANGES, & PROTRUDING OBJECTS RAMPS & DOORS MOUNTING HEIGHTS & CLEARANCES 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. G103 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 ACCESSIBILITY DETAILSTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 27 of 28 RAMP, STREET OR PARKING SLOPE GUTTER FROM LEVEL WITH SLOPE 1:12 MAX. TYPE A PAVEMENT SLOPE SLOPE 1:50 MAX. 6" CURB MAX. SLOPE CURB WITH RAMP 1:12 MAX. CURB LEVEL WITH GROUND COVER VISUAL IMPAIRMENTS FOR PERSONS WITH DETECTABLE WARNING TYPE B SLOPE 1:12 MAX. GROUND COVER CURB LEVEL WITH SLOPE SLOPE CURB WITH RAMP 1:12 MAX. GROUND COVER CURB LEVEL WITH 1:50 MAX. SLOPE TYPE C TYPE D ROADWAY WITH LEVEL TYPE E IMPAIRMENT VISUAL PERSONS WITH WARNING FOR DETECTABLE CROSS SLOPE SLOPE 1:12 MAX. SLOPE 1:50 MAX. 1:10 MAX. RAMP CURB FROM GUTTER SLOPE CROSS SLOPE 1:50 MAX. SLOPE 1:10 MAX. 1:12 MAX. SLOPE TYPE F SLOPE 1:50 MAX. TYPE G GROUND COVER CURB LEVEL WITH WITH RAMP SLOPE CURB 1:12 MAX. SLOPE NOTE If the 4 ft 0 in. preferred dimension cannot be met for type F, the 1:10 slope becomes 1:12 maximum. ACCESSIBLE ROUTE SIGN BUMPER S S S S SV HATCHING INTERNATIONAL SYMBOL IN PAVEMENT (OPTIONAL) SIGN (VAN-ACCESSIBLE PARKING) SV SVSV CURB SIDEWALK SV SV SIDEWALK CURB CURB RAMP LANDSCAPING CURB SIDEWALK SLOPE OF FLARES 1:10 SV S WALL 18'-0" MIN. 19'-0" PREF. 19'-0" PREF. 18'-0" MIN. 19'-0" PREF. 18'-0" MIN. 2'-6" MIN. 1'-6" MIN.2'-0"PREFERRED 8'-0" MIN. 9'-0" PREFERRED TYP. 5'-0" TYP. SLOPE 1:12SLOPE 1:12 SLOPE 1:12 SLOPE 1:12 8'-0" 8'-0" MIN. 9'-0" PREFERRED TYP. FOR 6" CURB AND 1/4":1'-0" CROSS-SLOPE 8'-0" MIN. 9'-0" PREF. TYP. 8'-0" MIN. 9'-0" PREFERRED TYP. 2'-6" 2'-6" MIN. 2'-6" 2'-6" 4'-0" MIN. 2'-6" 3'-0" MIN. 2'-0" PREFERRED 3'-8 1 2" TYP. 3'-0" MIN. 2'-0" OVRHNG 3' MIN. 8'-0" 8'-0" 3'-0" 3'-0" 3'-0" MIN. 2'-0" OVERHANG 8'-0" 3'-0" MIN. 2'-0" OVRHNG 3'-0" TYP. 5'-0" 2'-0" OVRHNG 3'-0" MIN. 1'-0" 1'-6" 1'-0" 1'-6" MANUEVERING CLEARANCES, REACH RANGES, & PROTRUDING OBJECTS ACCESSIBLE SIDEWALK RAMPS 715-572-2698 inquiry_arccentral@outlook.com ARC CENTRAL LLC PROJECT NO. DATE REVISIONS © Arc Central LLC 2025 ARCHITECTURE, CONSTRUCTIONMANAGEMENT, INTERIOR DESIGN PROPOSED PLANS FOR COPYRIGHT © Arc Central LLC 2025 All Rights Reserved ALL DRAWINGS ARE TO THE SCALE SHOWN ON THE SHEETS. THEY ARE INTENDED TO BE PRINTED ON 24x36" SHEETS. IF THEY ARE PRINTED ON A DIFFERENT SIZE SHEET THE SCALE NEEDS TO BE ADJUSTED ACCORDINGLY. G104 25109 August 21, 2025 0 Third Street, Stevens Point, Wisconsin 54481 ACCESSIBLE PARKING AND SIDEWALK DETAILSTHIRD STREET CONDOMINIUMS Prelim. Plan 7.14.25 Const. Docs Date Approval Date Revision 1 Date Revision 2 Date Page 28 of 28