FINAL DRAWINGS_Belle Isle Shelter 19,20_20074.pdf

PDF 13 MB Posted Feb 20, 2025

Attached to: 751/20074. MNB; Belle Isle - Shelter 19 & 20 Replacement
Solicitation number: RFQ-171-250000000164-4
Issued by: Michigan

About this file

Written by GovTribe AI · Feb 21, 2025

This is a set of architectural, electrical, mechanical and plumbing drawings for the Belle Isle Shelter 19 and 20 Replacement project (Project #20-40-163, File #751/20074.MNB) issued by the State of Michigan Department of Technology, Management and Budget's State Facilities Administration Design and Construction Division and Department of Natural Resources. The project involves replacing two shelters and associated restroom facilities on Belle Isle in Detroit, Michigan. The drawings show demolition of existing structures and construction of new shelters with modern restroom facilities, including updated mechanical, electrical and plumbing systems. The bid date is listed as January 7, 2025, with prior review phases completed between August 2021 and October 2022.

The drawings detail specific construction requirements including new concrete foundations, cedar forest products for shelter construction, updated electrical service with a new 37.5 KVA transformer, mechanical ventilation systems, and modern plumbing fixtures. The shelters measure approximately 25'x45' each and include picnic areas under roof coverage. The restroom building includes separate men's and women's facilities with multiple fixtures, drinking fountains, and mechanical room. Site improvements include new concrete walkways, lighting, and connections to existing utilities. The drawings provide detailed specifications for all materials, finishes and equipment to be installed.

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Other files

File	Type	Posted
20074.MNB_Belle Isle Shelters 19, 20 - Addendum #3.pdf	PDF	Feb 20, 2025
Advertisement 20074.pdf	PDF	Feb 20, 2025
Addendum 1 - 20074.pdf	PDF	Feb 20, 2025
FINAL SPECS_Belle Isle Shelters 19,20_20074.pdf	PDF	Feb 20, 2025
20074.MNB_Belle Isle Shelters 19, 20 - Addendum #2.pdf	PDF	Feb 20, 2025

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STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

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DEPT. OF TECNHOLOGY, MANAGEMENT, AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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PHONE: (517) 487-2511

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

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BELLE ISLE -

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FILE NO.

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751/20074.MNB

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DETROIT, MI. 48207

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LAKESIDE DR.

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%%ULOCATION PLAN

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NORTH

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DRAWING INDEX

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LOCATION PLAN

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LEGEND SHEET

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SHELTERS - FOUNDATION PLAN / DETAILS

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SHELTERS - PICNIC TABLE LAYOUT / DETAILS

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BUILDING CONSTRUCTION TYPE: 5B (SHELTERS / TOILET ROOMS)

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FIRE SUPPRESSION: NONE (SHELTERS / TOILET ROOMS)

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%%UAREA CALCULATIONS

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SHELTERS AREA: 880 S.F. EACH

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CODE INFORMATION

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ABOVE CEILING AT DOOR FRAMES AND WALL-HUNG MILLWORK. SECURE INTERMEDIATE

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TITION INTERSECTIONS, AND CORNERS TO FLOOR AND CEILING RUNNERS. PROVIDE BRACING

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AT DOOR FRAMES. ANCHOR ALL STUDS ADJACENT TO DOOR AND SIDELITE FRAMES, PAR-

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RUNNERS TO FLOOR AND CEILING GRID WITH SUITABLE FASTENERS. ANCHOR RUNNER ENDS

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OF ANY DISCREPANCIES WITH LOCATION(S) INDICATED ON LAYOUT. SECURELY ATTACH

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LOCATE PARTITIONS AT DIMENSIONS SHOWN ON DRAWINGS - NOTIFY DS ARCHITECTS, INC.

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CUTTING HAS EXPOSED ANY UNFINISHED SURFACES. REPAIR ANY DAMAGE TO EXISTING

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FINISH TO ORIGINAL CONDITION. EXTEND/REFINISH ALL FRAMES, BASE AND TRIM WHERE

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DAMAGE. WHERE EXISTING WORK IS TO BE REMOVED OR ALTERED, RESTORE ADJACENT

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SHALL BE PROTECTED BY ALL SUITABLE MEANS NECESSARY TO PREVENT OR MINIMIZE

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CONTRACT" (N.I.C.). EXISTING WORK ADJACENT TO, OR IN THE AREA OF NEW WORK

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FOR THE WORK DESCRIBED IN THESE DOCUMENTS UNLESS CLEARLY NOTED "NOT IN

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CONTRACTOR(S) SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS AND EQUIPMENT

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TO DS ARCHITECTS, INC. PRIOR TO BEGINNING ANY WORK OR FABRICATION.

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RESPECT TO THE WORK DESCRIBED IN THESE DOCUMENTS. REPORT ANY INCONSISTENCIES

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CONTRACTOR(S) SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS WITH

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ALL INTERIOR ROOM FINISHES TO MEET CLASS C FLAME SPREAD, 76-200 MAX.

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CONTRACTORS SHALL KEEP WORK AREAS AND ADJACENT PUBLIC CORRIDORS AND FACILITIES

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AND SHALL BE STORED IN A LOCATION APPROVED BY THE LANDLORD. NO PERSONAL RADIOS

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SHALL BE ALLOWED IN OCCUPIED BUILDINGS.

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WORK AND RESTORE TO ORIGINAL CONDITION.

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STUDS WITH USG METAL LOCK FASTENER OR EQUIVALENT.

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%%UDEMOLITION:

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ON ALL WALLS TO BE DEMOLISHED, ABANDON ALL EXISTING ELECTRICAL OR DATA/COMMUNI-

AutoCAD SHX Text %%uGENERAL NOTES & SPECIFICATIONS

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ITEMS. IF THE OWNER DOES NOT EXERCISE THAT RIGHT THEN DISPOSE OF ALL DISCARDED

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THE BUILDING OWNER SHALL HAVE THE "RIGHT OF FIRST REFUSAL" OF ANY SALVAGED

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ITEMS IN A LEGAL, OFF SITE, MANNER.

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CATIONS OUTLETS, WIRE AND ALL RELATED CONDUIT BACK TO NEAREST BASE BUILDING

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JUNCTION BOX.

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DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ON FLOOR

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PLAN ARE TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.

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%%UCONSTRUCTION:

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COMMERCIAL CODES CURRENTLY

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IN EFFECT

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SPECIAL INSPECTIONS

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- CONCRETE FOOTINGS - SOILS

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DEMOLITION / FLOOR PLAN

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ARCHITECT

AutoCAD SHX Text DS ARCHITECTS, INC. ATTN.: DEREK SLUPKA 7300 DIXIE HWY., SUITE 600 CLARKSTON, MI 48346 PHONE: 1-248-605-2030 FAX: 1-248-605-2030 CELL: 1-248-310-3899 EMAIL: DEREK@DSARCHITECTS.COM DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: DEREK SLUPKA (LICENSE #1301037472) DS ARCHITECTS, INC. (1-248-605-2030)

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SHELTER 19 AND 20

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REPLACEMENT

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BELLE ISLE

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DETROIT

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SITE

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FINISH PLAN / DOOR SCHEDULE / BARRIER FREE CLEARANCE PLAN

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ELECTRICAL SYMBOLS ABBREV., + NOTES

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PREPARED FOR:

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EXTERIOR ELEVATIONS

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ELECTRICAL FLOOR PLAN NEW

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MECHANICAL SYMBOLS, NOTES AND ABBREVIATIONS

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RESTROOM BUILDING PLAN HVAC - NEW

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PLUMBING SYMBOLS, NOTES AND ABBREVIATIONS

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DEFERRED SUBMITTAL

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INFORMATION

AutoCAD SHX Text "THESE CONSTRUCTION DOCUMENTS WERE PREPARED FOR COMPLIANCE WITH THE MICHIGAN CONSTRUCTION CODES IN EFFECT AT TIME OF PERMIT SUBMITTAL. ALL ENGINEERS, CONTRACTORS AND SUPPLIERS INVOLVED WITH THIS PROJECT SHALL COMPLY WITH THE SAME CODES, ISSUED AND APPROVED CODE MODIFICATIONS AND/OR CONSTRUCTION BOARDS OF APPEALS RULINGS AND WHENEVER REQUIRED SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS CLEARLY DESCRIBING COMPLIANCE TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR REVIEW AND APPROVAL."

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DEFERRED SUBMITTAL ITEMS: 1. NONE.

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RESTROOM BUILDING PLAN PLUMBING - DEMOLITION AND NEW

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ELECTRICAL SITE PLAN NEW

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MECHANICAL SCHEDULES

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SHELTERS - FLOOR PLAN / CONTROL JOINT PLAN

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CEDAR FOREST PRODUCTS DETAILS

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IMPROVEMENT PLAN

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TOPOGRAPHIC SURVEY AND DEMOLITION PLAN

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BELLE ISLE

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DETROIT RIVER

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SHELTER #20

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ENLARGED LOCATION PLAN

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SHELTER #19

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EXISTING TOILET ROOMS

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ALTERNATES

AutoCAD SHX Text DEDUCT ALTERNATE #1: REMOVE SHELTER #20 STRUCTURE (INCLUDING SHELTER FRAMING, REMOVE SHELTER #20 STRUCTURE (INCLUDING SHELTER FRAMING, REMOVE SHELTER #20 STRUCTURE (INCLUDING SHELTER FRAMING, INSTALLATION, OUTLETS, SOLAR PANELS, TRASH RECEPTACLES, GRILLS, ETC.), THE SIDEWALK, FOOTINGS, AND SHELTER PAD PAVING REMAINS.

AutoCAD SHX Text DEDUCT ALTERNATE #2: REMOVE SHELTER #20 IN THE ENTIRETY INCLUDING SIDEWALK, REMOVE SHELTER #20 IN THE ENTIRETY INCLUDING SIDEWALK, FOOTINGS, AND SHELTER PAD PAVING.

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BUILDING USE GROUP: A-5 (SHELTERS) B (TOILET ROOMS)

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MBC 2015 (MICHIGAN BUILDING CODE 2015) (SHELTERS)

AutoCAD SHX Text MRCEB (MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2015) - WORK AREA METHOD ALTERATIONS LEVEL 2 (RESTROOMS)

AutoCAD SHX Text BUILDING CODE: MBC 2015 (MICHIGAN BUILDING CODE 2015) (SHELTERS) MRCEB (MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2015) - ALTERATIONS LEVEL 2 - WORK METHOD (TOILET ROOMS)

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SIGNAGE PLAN / DETAILS

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DETROIT, MI. 48207

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LAKESIDE DR.

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%%ULOCATION PLAN

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NORTH

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TOILET ROOMS AREA: 455 S.F.

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CODE SHEET

AutoCAD SHX Text ICC/ANSI A117.1. 2009 & MICHIGAN BARRIER FREE DESIGN LAW OF PUBLIC ACT 1 OF 1966 AS AMENDED

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FUEL GAS: IFGC 2015 (INTERNATIONAL FUEL GAS CODE 2015)

AutoCAD SHX Text MICHIGAN ENERGY CODE 2015 - CHAPTER 13 OF THE MICHIGAN BUILDING CODE & MEC 2015 (MICHIGAN ENERGY CODE 2015) - CHAPTERS 4 & MICHIGAN ENERGY CODE, PART 10a. RULES (ANSI/ASHRAE 90.1-2013)

AutoCAD SHX Text PART 8 ELECTRICAL CODE 2023 SECOND PRINTING OF THE NATIONAL ELECTRICAL CODE (NEC 2023)

AutoCAD SHX Text PART 7 PLUMBING CODE 2021 SECOND PRINTING OF THE INTERNATIONAL PLUMBING CODE (MPC 2021)

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PART 9.A. MECHANICAL CODE 2021 INTERNATIONAL MECHANICAL CODE (MMC 2021)

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ONLY THE ROOFING CONTRACTOR CAN CUT, PATCH OR MODIFY ROOF. DO NOT VOID WARRANTY.

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CLARKSTON, MI

7300 DIXIE HWY.

PHONE

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248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

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ENGINEERS

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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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PHONE: (517) 487-2511

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

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MINIMUM CODE REQUIREMENTS BASED ON 2015 MI BUILDING CODE

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1507.2 ASPHALT SHINGLES THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. 1507.2.1 DECK REQUIREMENTS ASPHALT SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS. 1507.2.2 SLOPE ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION 1507.2.8. 1507.2.3 UNDERLAYMENT UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I, ASTM D4869, TYPE I, OR ASTM D6757. 1507.2.4 SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL COMPLY WITH ASTM D1970. 1507.2.5 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR ASTM D3462. 1507.2.6 FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12-GAGE [0.105 INCH (2.67 MM)] SHANK WITH A MINIMUM 3/8-INCH-DIAMETER (9.5 MM) HEAD, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 MM) THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F1667. 1507.2.7 ATTACHMENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL (21:12), SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER.

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1507.2.8 UNDERLAYMENT APPLICATION FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE) AND UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH-WIDE (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM) AND FASTEN SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. 1507.2.8.1 HIGH WIND ATTACHMENT UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH WINDS [VASD GREATER THAN 110 MPH (49 M/S) AS DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1] SHALL BE APPLIED WITH CORROSION-RESISTANT FASTENERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT MORE THAN 36 INCHES (914 MM) ON CENTER. UNDERLAYMENT INSTALLED WHERE VASD IN ACCORDANCE WITH SECTION 1609.3.1, EQUALS OR EXCEEDS 120 MPH (54 M/S) SHALL COMPLY WITH ASTM D226 TYPE II, ASTM D4869 TYPE IV, OR ASTM D6757. THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 MM) BETWEEN SIDE LAPS WITH A 6-INCH (152 MM) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE A MINIMUM OF 4 INCHES (102 MM). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25 MM) WITH A THICKNESS OF AT LEAST 32-GAGE [0.0134 INCH (0.34 MM)] SHEET METAL. THE CAP NAIL SHANK SHALL BE A MINIMUM OF 12 GAGE [0.105 INCH (2.67 MM)] WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. EXCEPTION: AS AN ALTERNATIVE, ADHERED UNDERLAYMENT COMPLYING WITH ASTM D1970 SHALL BE PERMITTED. 1507.2.8.2 ICE BARRIER IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A BACKUP OF WATER, AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. EXCEPTION: DETACHED ACCESSORY STRUCTURES THAT CONTAIN NO CONDITIONED FLOOR AREA.

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1507.2.9 FLASHINGS FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S PRINTED INSTRUCTIONS. 1507.2.9.1 BASE AND CAP FLASHING BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET (3.76 KG/M2). CAP FLASHING SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS. 1507.2.9.2 VALLEYS VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BE AT LEAST 24 INCHES (610 MM) WIDE AND OF ANY OF THE CORROSION-RESISTANT METALS IN TABLE 1507.2.9.2. 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL-SURFACED ROLL ROOFING COMPLYING WITH ASTM D3909 OR ASTM D6380 SHALL BE PERMIT TED. THE BOTTOM LAYER SHALL BE 18 INCHES (457 MM) AND THE TOP LAYER A MINIMUM OF 36 INCHES (914 MM) WIDE. 3. FOR CLOSED VALLEYS (VALLEYS COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D6380, AND AT LEAST 36 INCHES (914 MM) WIDE OR TYPES AS DESCRIBED IN ITEM 1 OR 2 ABOVE SHALL BE PERMITTED. SELF-ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING WITH ASTM D1970 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL.

AutoCAD SHX Text GENERAL NOTES - UPON REMOVAL OF EXISTING SHINGLES CONTRACTOR TO UPON REMOVAL OF EXISTING SHINGLES CONTRACTOR TO IDENTIFY AND AREAS OF ROTTEN ROOF BOARDS OR ROOF SHEATHING AND REPLACE WITH NEW ROOF BOARDS AND/OR ROOF SHEATHING AS REQUIRED. - REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENT, REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENT, DRIP EDGE AND FLASHING - NEW ASPHALT SHINGLES BY 'CERTAINTEED' NEW ASPHALT SHINGLES BY 'CERTAINTEED' LANDMARK STYLE, COLOR: RESAWN SHAKE

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TABLE 1507.2.9.2 VALLEY LINING MATERIAL

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ALUMINUM

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MATERIAL

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0.024 IN

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MINIMUM THICKNESS

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GAGE

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WEIGHT

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COLD-ROLLED COPPER

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0.0216 IN

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ASTM B370, 16 OZ. PER SQUARE FT.

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COPPER

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0.0216 IN

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16 OZ.

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GALVANIZED STEEL

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0.0179 IN

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26 (ZINC- COATED G90)

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HIGH-YIELD COPPER

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0.0162 IN

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ASTM B370, 12 OZ. PER SQUARE FT.

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LEAD

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2.5 POUNDS

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LEAD-COATED COPPER

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0.0216 IN

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ASTM B101, 16 OZ. PER SQUARE FT.

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LEAD-COATED HIGH-YIELD COPPER

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0.0162 IN

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ASTM B101, 12 OZ. PER SQUARE FT.

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PAINTED TERNE

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20 POUNDS

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STAINLESS STEEL

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ZINC ALLOY

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0.027 IN

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CONCRETE CONSTRUCTION (1705.3, 1901.6 & TABLE 1705.3)

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CONTINUAL

AutoCAD SHX Text INSPECTION REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. REFERENCED STANDARDS*: ACI 318: CH. 20, 25.2, 25.3, 26.6.1-26.6.3

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REQUIRED SPECIAL INSPECTION & TESTING

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* WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. ** SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.

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PERIODIC

AutoCAD SHX Text PLEASE PROVIDE THE NAME AND PHONE NUMBER OF THE SPECIAL INSPECTION AGENCY AND INDIVIDUAL PERFORMING THIS SPECIAL INSPECTION SERVICE IN THE SPACE BELOW.

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REINFORCING BAR WELDING:

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VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706;

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INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND

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INSPECT ALL OTHER WELDS

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REFERENCED STANDARDS*: AWS D1.4; ACI 318: 26.6.4

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INSPECT ANCHORS CAST IN CONCRETE REFERENCED STANDARDS*: ACI 318: 17.8.2

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INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. **

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AutoCAD SHX Text ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. REFERENCED STANDARDS*: ACI 318: 17.8.2.4

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AutoCAD SHX Text MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A REFERENCED STANDARDS*: ACI 318: 17.8.2

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AutoCAD SHX Text VERIFY USE OF REQUIRED DESIGN MIX. REFERENCED STANDARDS*: ACI 318: CH. 19, 26.4.3, 26.4.4 MBC 2015: 1904.1, 1904.2, 1908.2, 1908.3

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AutoCAD SHX Text PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. REFERENCED STANDARDS*: ASTM C172; ASTM C31; ACI 318: 26.4, 26.12 MBC 2015: 1908.10

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AutoCAD SHX Text INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. REFERENCED STANDARDS*: ACI 318: 26.5 MBC 2015: 1908.6, 1908.7, 1908.8

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AutoCAD SHX Text VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. REFERENCED STANDARDS*: ACI 318: 26.5.3-26.5.5 MBC 2015: 1908.9

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INSPECTION OF PRESTRESSED CONCRETE:

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APPLICATION OF PRESTRESSING FORCES. REFERENCED STANDARDS*: ACI 318: 26.10

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GROUTING OF BONDED PRESTRESSING TENDONS. REFERENCED STANDARDS*: ACI 318: 26.10

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AutoCAD SHX Text INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. REFERENCED STANDARDS*: ACI 318: 26.8 MBC 2015: 1904.1, 1904.2, 1908.2, 1908.3

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AutoCAD SHX Text VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO THE REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. REFERENCED STANDARDS*: ACI 318: 26.11.2

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AutoCAD SHX Text INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBERS BEING FORMED. REFERENCED STANDARDS*: ACI 318: 26.11.1.2(B)

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SOILS (1705.6 & TABLE 1705.6)

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CONTINUAL

AutoCAD SHX Text VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

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REQUIRED SPECIAL INSPECTION & TESTING

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PERIODIC

AutoCAD SHX Text PLEASE PROVIDE THE NAME AND PHONE NUMBER OF THE SPECIAL INSPECTION AGENCY AND INDIVIDUAL PERFORMING THIS SPECIAL INSPECTION SERVICE IN THE SPACE BELOW.

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AutoCAD SHX Text PERFORM SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS AS REQUIRED BY SECTION 1705.6 AND TABLE 1705.6.

AutoCAD SHX Text DETERMINE COMPLIANCE USING THE APPROVED GEOTECHNICAL REPORT (SECTION 1803.6), AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONAL.

AutoCAD SHX Text DETERMINE THAT PROPER MATERIALS AND PROCEDURES ARE USED DURING FILL PLACEMENT AND IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEO TECHNICAL REPORT.

AutoCAD SHX Text EXCEPTION: WHERE SECTION 1803 DOES NOT REQUIRE REPORTING OF THE MATERIALS AND PROCEDURES FOR FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE IN-PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN 90% OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557.

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VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH & HAVE REACHED PROPER MATERIAL.

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PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.

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AutoCAD SHX Text VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

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AutoCAD SHX Text PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

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1507.2.9.3 DRIP EDGE A DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS. ADJACENT SEGMENTS OF THE DRIP EDGE SHALL BE LAPPED A MINIMUM OF 2 INCHES (51 MM). THE VERTICAL LEG OF DRIP EDGES SHALL BE A MINIMUM OF 1 1/2 INCHES (38 MM) IN WIDTH AND SHALL EXTEND A MINIMUM OF 1/4 INCH (6.4 MM) BELOW SHEATHING. THE DRIP EDGE SHALL EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). UNDERLAYMENT SHALL BE INSTALLED OVER DRIP EDGES ALONG EAVES. DRIP EDGES SHALL BE INSTALLED OVER UNDERLAYMENT ALONG RAKE EDGES. DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305 MM) ON CENTER. 1511.3 ROOF REPLACEMENT ROOF REPLACEMENT SHALL INCLUDE THE REMOVAL OF ALL EXISTING LAYERS OF ROOF COVERINGS DOWN TO THE ROOF DECK. EXCEPTION: WHERE THE EXISTING ROOF ASSEMBLY INCLUDES AN ICE BARRIER MEMBRANE THAT IS ADHERED TO THE ROOF DECK, THE EXISTING ICE BARRIER MEMBRANE SHALL BE PERMITTED TO REMAIN IN PLACE AND COVERED WITH AN ADDITIONAL LAYER OF ICE BARRIER MEMBRANE IN ACCORDANCE WITH SECTION 1507.

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7300 DIXIE HWY.

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248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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AutoCAD SHX Text %%uMECH.

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AutoCAD SHX Text %%uMENS

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AutoCAD SHX Text %%uDEMOLITION NOTES

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REMOVE AND DISPOSE EXISTING TOILET PAPER DISPENSERS (TYPICAL THROUGHOUT).

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REMOVE AND SALVAGE EXISTING TOILET.

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REMOVE AND DISPOSE OF EXISTING TOILET.

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REMOVE AND DISPOSE OF ALL EXISTING TOILET PARTITIONS.

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REMOVE AND SALVAGE EXISTING URINAL.

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EXISTING FLOOR DRAIN TO REMAIN. DISPOSE OF FLOOR DRAIN GRILLE.

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LIGHT FIXTURES IN INDICATED ROOMS TO BE REMOVED AND DISPOSED.

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REMOVE AND SALVAGE EXISTING WALL MOUNTED SINK.

AutoCAD SHX Text %%uCONSTRUCTION NOTES

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%%UDEMOLITION PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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RESTROOMS

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NORTH

AutoCAD SHX Text %%uFLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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RESTROOMS

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NORTH

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REMOVE AND SALVAGE EXISTING HAND DRYER.

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EXISTING ELECTRICAL PANELS TO REMAIN.

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EXISTING JANITOR'S SINK TO REMAIN.

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EXISTING WATER HEATER TO REMAIN.

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REMOVE AND DISPOSE OF EXISTING DOOR, FRAME AND HARDWARE.

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AutoCAD SHX Text PROVIDE AND INSTALL 'GP GEORGIA PACIFIC' TRANSLUCENT SMOKE JUMBO JR. BATHROOM TISSUE DISPENSER WITH STUB ROLL FEATURE & MANDREL, MODEL: 58150.

AutoCAD SHX Text PROVIDE AND INSTALL NEW GRAB BARS SIMILAR TO 'BOBRICK" 36" #B-6206X36, 42" #B-6206X42, AND 18" #B6206X18 (NOT SHOWN), OR EQUAL.

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INSTALL SALVAGED TOILET.

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NEW TOILET PARTITIONS (TP-1).

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NEW WALL MOUNTED URINAL PARTITION (UP-1).

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AutoCAD SHX Text PATCH ANY WALLS AS NECESSARY DUE TO RECONFIGURATION OF PLUMBING (TYPICAL THROUGHOUT).

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REMOVE EXISTING SANITARY NAPKIN DISPOSALS IN INDICATED ROOM.

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TYP.

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PREP ALL WALLS AND SURFACES FOR NEW FINISH (TYPICAL THROUGHOUT).

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AutoCAD SHX Text 20'-7 5/8"

AutoCAD SHX Text 9'-5 15/16"

AutoCAD SHX Text 9'-6 1/4"

AutoCAD SHX Text 22'-0 3/4"

AutoCAD SHX Text 4'-2 1/4"

AutoCAD SHX Text 13'-7 7/16"

AutoCAD SHX Text 5'-3 11/16"

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TYP.

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TYP.

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AutoCAD SHX Text REMOVE EXISTING WOOD PATCH ON EXTERIOR WOOD WALL PANELING. SEE ELEVATION #3 ON SHEET A-6.

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AutoCAD SHX Text ALL ITEMS IN TOILET ROOMS TO BE INSTALLED PER ANSI A117.1-2009. SEE BARRIER FREE REQUIREMENTS REQUIREMENTS #1 ON SHEET A-6.

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AutoCAD SHX Text ADD 0714 - CHROME PLATED BRASS - SURFACE MOUNTED COAT HOOK AND BUMPER BY 'ASI' OR EQUAL, TO INTERIOR OF RESTROOM TOILET PARTITIONS AT 48" A.F.F.

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AutoCAD SHX Text PROVIDE AND INSTALL ONE NEW SANITARY NAPKIN DISPOSAL BY 'BOBRICK', OR EQUAL, IN INDICATED RESTROOM

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INSTALL NEW WALL MOUNTED SOAP DISPENSER BY DNR VENDOR.

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AutoCAD SHX Text INSTALL SALVAGED HAND DRYER PER BARRIER FREE REQUIREMENTS, MOUNT OPERABLE PART AT 46" A.F.F.

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AutoCAD SHX Text INSTALL SALVAGED WALL MOUNTED SINK PER BARRIER FREE REQUIREMENTS, SEE DETAIL #1 ON SHEET A-6.

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EXISTING TO REMAIN FLOOR DRAIN. PROVIDE AND INSTALL NEW FLOOR DRAIN COVER.

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AutoCAD SHX Text PROVIDE NEW 'ELKAY' OUTDOOR EZH20 BOTTLE FILLING STATION WALL MOUNT, SINGLE FOUNTAIN NON-FILTERED, NON-REFRIGERATED DRINKING FOUNTAIN IN BLACK. PROVIDE CORRECT MOUNTING REQUIRED. MODEL# LK4408BF.

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AutoCAD SHX Text INSTALL SALVAGED URINAL PER BARRIER FREE REQUIREMENTS, SEE DETAIL #1 ON SHEET A-6.

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PREP FLOORS FOR NEW FINISH.

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EXISTING VENDING MACHINE TO REMAIN.

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EXISTING VENDING MACHINE TO REMAIN.

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AutoCAD SHX Text INFILL EXTERIOR WOOD PLANKS ON WALL ABOVE DOOR TO MATCH EXISTING WOOD PLANKS WHERE PATCH IS. SEE ELEVATION #2 ON SHEET A-4 FOR EXACT LOCATION.

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REMOVE ANY FLOOR MOUNTS FROM PREVIOUS TOILET PARTITIONS. TYPICAL THROUGHOUT.

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TYP.

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AutoCAD SHX Text NEW 18" X 36" 'ASI SPECIALTIES, INC' ROVAL INTER-LOK STAINLESS STEEL FRAMED MIRROR - TEMPERED GLASS BY 'AMERICAN SPECIALTIES, INC.' OR EQUAL. SUPPLY 2 EXTRA MIRRORS FOR ATTIC STORAGE.

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AutoCAD SHX Text 5'-4"

AutoCAD SHX Text 1'-6 1/2"

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AutoCAD SHX Text 13'-7 7/16"

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TYP.

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REMOVE EXISTING ROOF MATERIAL. PREP FOR NEW ROOF.

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NEW ASPHALT SHINGLES (AS-1).

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AutoCAD SHX Text REPAIR BASE OF WOOD COLUMN. PREP AND PRIME WOOD FOR NEW FINISH. SEE DETAIL #3 ON SHEET A-6.

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TYP.

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AutoCAD SHX Text %%uWOMENS

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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PHONE: (517) 487-2511

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

AutoCAD SHX Text administrator@matrixceinc.com

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GENERAL NOTES

AutoCAD SHX Text NEW 'FIXIT PLUS' BIKE MAINTENANCE REPAIR RACK BY 'DERO' WITH AIR KIT 4 AND TIRE HOLDER, IN COLOR BLACK. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE CIVIL DRAWINGS FOR LOCATION.

AutoCAD SHX Text WORK FOR EACH SHELTER SITE AND LAY DOWN MATERIAL AREA TO BE FENCED OFF WITH A MINIMUM OF 6'-0"H CHAIN LINK FENCE. ALL OTHER AREAS TO BE SECURED SO THE PUBLIC CANNOT ACCESS THE WORK SITE.

AutoCAD SHX Text PARKING LOT ENTRANCES (2) TO BE BARRICADED OFF WITH A MINIMUM OF 6'-0"H CHAIN LINK FENCE. CONTRACTOR TO PROVIDE CONES AROUND ANY NEW CONCRETE.

AutoCAD SHX Text CONTRACTOR TO SUPPLY TEMPORARY FENCING AND CONSTRUCTION TAPE TO SECTION OFF AREAS OF SIDEWALK WORK.

AutoCAD SHX Text CONTRACTOR TO PROVIDE A 24" X 24" X 5/8" PLYWOOD SIGN AT THE PARKING LOT ENTRANCES (2), ON THE TEMPORARY CHAIN LINK FENCING, INDICATING "RESTROOMS CLOSED FOR CONSTRUCTION, USE LAKE MUSKADAY RESTROOMS" WITH ARROW INDICATING DIRECTION TO THE RESTROOMS. WRITING TO BE PAINTED, STENCILED LETTERING (LEGIBLE SIZE), IN A CONTRASTING COLOR, BLOCK STYLE FONT, ENGLISH.

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48346 #600

WEB DSARCHITECTS.COM

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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%%UFINISH NOTES

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PREP CEILING, BEAMS AND COLUMNS FOR NEW FINISH.

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AutoCAD SHX Text %%uFINISH LEGEND

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'BEHR'

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COLOR: LIVINGSTON N330-5

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FINISH: SEMI-GLOSS

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PAINT (DOORS AND FRAMES)

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'BEHR'

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COLOR: RAFFIA CREAM 710C-2

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FINISH: SATIN

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PAINT (WOOD PANELS, BRACKETS, SOFFIT, FASCIA, TRIM)

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WALL FINISH

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XXX

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XXX

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XXX

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%%UFINISH KEY%%U

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WALL BASE

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FLOOR FINISH

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XXX

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CEILING FINISH

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%%UFINISH PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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RESTROOMS

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NORTH

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'SHERWIN-WILLIAMS'

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SC-1

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WATER BASED EPOXY FLOOR COATING

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ARMORSEAL 8100, B70

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SEALED CONCRETE

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'BEHR'

AutoCAD SHX Text P-3

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COLOR: FROST 57

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FINISH: SEMI-GLOSS

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PAINT (INTERIOR CMU/GYPSUM BOARD WALLS)

AutoCAD SHX Text P-5

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PAINT (INTERIOR COLUMNS/BEAMS)

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'ASI GLOBAL PARTITIONS'

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TP-1

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COLOR: CHARCOAL 3077

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FINISH: COLOR-THRU PHENOLIC

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TOILET PARTITIONS

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SC-1

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AutoCAD SHX Text P-4

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DOOR SCHEDULE

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OPEN. SIZE

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NO.

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DOOR

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TYPE /

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FINISH

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DOOR

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DOOR

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FRAME

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TYPE /

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FINISH

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CLOSER

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LATCH

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FRAME

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HINGES

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DOOR STOP

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NOTES

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DOOR LEGEND

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AutoCAD SHX Text D1

AutoCAD SHX Text F1

AutoCAD SHX Text C1

AutoCAD SHX Text L1

AutoCAD SHX Text H1

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METAL

AutoCAD SHX Text 3'-0" X 7'-0"

AutoCAD SHX Text E1

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AutoCAD SHX Text N4

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EXISTING TO REMAIN

AutoCAD SHX Text D1

AutoCAD SHX Text F1

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METAL

AutoCAD SHX Text C1

AutoCAD SHX Text L1

AutoCAD SHX Text H1

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AutoCAD SHX Text N1, N2, N3, N5

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METAL

AutoCAD SHX Text 3'-0" X 7'-0"

AutoCAD SHX Text %%uHINGES

AutoCAD SHX Text %%uFRAMES

AutoCAD SHX Text %%uLATCHSET/LOCKSET

AutoCAD SHX Text %%uDOORS

AutoCAD SHX Text L1.

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text G1.

AutoCAD SHX Text D1.

AutoCAD SHX Text F1.

AutoCAD SHX Text PROVIDE NEW HOLLOW METAL FRAME WITH 2" FACE EDGE BY 'STEELCRAFT' OR EQUAL. PRIME FINISH.

AutoCAD SHX Text H1.

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%%UEXISTING

AutoCAD SHX Text E1.

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EXISTING TO REMAIN.

AutoCAD SHX Text %%uCLOSERS

AutoCAD SHX Text C1.

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PROVIDE NEW 'LCN' CLOSER #4000 SERIES OR EQUAL. FINISH BRUSHED ALUMINUM.

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%%UNOTES

AutoCAD SHX Text N1.

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METAL

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PROVIDE NEW STANDARD ALUMINUM THRESHOLD, WEATHER STRIPPING, AND DOOR SWEEP.

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PROVIDE NEW INSULATED STEEL DOOR BY 'STEELCRAFT' OR EQUAL. PRIME FINISH.

AutoCAD SHX Text PROVIDE NEW 'SCHLAGE' B SERIES DEADBOLT WITH INTERCHANGEABLE CORE AND CLASSROOM FUNCTION. MATCH EXISTING THE PARK'S KEY SYSTEM. FURNISH STRIKE WITH EXTENDED LIP. FINISH US32D. PROVIDE 'SCHLAGE; ANSI A156.5, GRADE 1, INTERCHANGABLE CORE TYPE CYLINDERS OR EQUAL. MATCH EXISTING THE PARK'S KEYING SYSTEM. FINISH US32D. PROVIDE 'ROCKWOOD' 102 X 70C - 4"X16" PULL PLATE OR EQUAL. FINISH US32D. PROVIDE 'ROCKWOOD' 71C - PUSH PLATE - .062" THICK OR EQUAL. FINISH US32D.

AutoCAD SHX Text PROVIDE NEW 'HAGER' HEAVY WEIGHT BALL BEARING HINGES, 1 1/2 PAIR PER LEAF, 4 1/2" X 4 1/2", WITH NON-REMOVABLE PINS. FINISH US32D.

AutoCAD SHX Text N2.

AutoCAD SHX Text PAINT INTERIOR SIDE OF DOOR AND FRAME P-5 AND EXTERIOR OF DOOR AND FRAME P-1. 4 EDGES OF DOOR TO BE P-5.

AutoCAD SHX Text

%%UBARRIER FREE CLEARANCE PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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RESTROOMS

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NORTH

AutoCAD SHX Text PREP FLOOR FOR NEW POLISHED CONCRETE FLOOR FINISH (SC-1) AS REQUIRED. CONTRACTOR IS REQUIRED TO COORDINATE BETWEEN THE CONCRETE FINISHER AND FLOOR POLISHER. 4" x 4" MOCK-UP SAMPLE REQUIRED BEFORE INSTALLATION. SEALED CONCRETE TO RUN UP WALL TO BOTTOM OF CMU BLOCK.

AutoCAD SHX Text

NOTE: ADD SW HI WEAR ADDITIVE FOR SLIP RESISTANCE.

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'BEHR'

AutoCAD SHX Text P-4

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COLOR: ULTRA PURE WHITE UPW

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FINISH: FLAT

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PAINT (CEILING)

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'BEHR'

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COLOR: ELEMENTAL GRAY PPU26-06

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FINISH: SEMI-GLOSS

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NEW FLOOR DRAIN COVER. SIZE TO BE VERIFIED IN FIELD.

AutoCAD SHX Text P-3

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SC-1

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AutoCAD SHX Text P-4

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PAINT CAPPED PVC PIPE FROM SURFACE OF FLOOR LEVEL.

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PAINT INTERIOR BEAMS AND COLUMNS P-5. TYPICAL THROUGHOUT.

AutoCAD SHX Text E-1

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EXISTING TO REMAIN

AutoCAD SHX Text %%uMECH.

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AutoCAD SHX Text %%uWOMENS

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AutoCAD SHX Text %%uMECH.

AutoCAD SHX Text

AutoCAD SHX Text %%uMENS

AutoCAD SHX Text

AutoCAD SHX Text %%uWOMENS

AutoCAD SHX Text

STYLE: FLOOR ANCHORED / OVERHEAD BRACED

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'ASI GLOBAL PARTITIONS'

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UP-1

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COLOR: CHARCOAL 3077

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FINISH: COLOR-THRU PHENOLIC

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URINAL PARTITIONS

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STYLE: WALL MOUNTED

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TYP.

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TYP.

AutoCAD SHX Text %%uMENS

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COLOR: WEB GRAY SW 7075

AutoCAD SHX Text N3.

AutoCAD SHX Text PROVIDE NEW 'ROCKWOOD' K1050 METAL KICK PLATE - .050" THICK OR EQUAL ON PUSH SIDE OF DOOR. FINISH US32D.

AutoCAD SHX Text ALL DOOR SIZE DIMENSIONS GIVEN ARE APPROXIMATE. DOOR SUPPLIER SHALL FIELD VERIFY EXACT REQUIREMENTS.

AutoCAD SHX Text N4.

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PAINT RESTROOM SIDE OF DOOR AND FRAME P-5.

AutoCAD SHX Text N1, N2, N3, N5

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'CERTAINTEED'

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AS-1

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ASTM D 3462

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STYLE: LANDMARK PRO

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ASPHALT SHINGLES

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TAB ARRANGEMENT: FOUR TABS, REGULARLY SPACED

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CUTOUT SHAPE: SQUARE

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BUTT EDGE: STRAIGHT CUT

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STRIP SIZE: 18" X 36"

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ALGAE RESISTANCE:GRANULES TREATED TO RESIST

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ALGAE DISCOLORATION

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COLOR: MAX DEF WEATHERED WOOD

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MULTITAB- STRIP

AutoCAD SHX Text N5.

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COUNTER SINK THRU-BOLTS IN DOOR FOR PULL PLATE.

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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PHONE: (517) 487-2511

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

AutoCAD SHX Text administrator@matrixceinc.com

AutoCAD SHX Text P-6

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PAINT (EXTERIOR WALL PANELS)

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'BEHR'

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FINISH: SATIN

COLOR: LIVINGSTON N330-5

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CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

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AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

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AutoCAD SHX Text S

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AutoCAD SHX Text N

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AutoCAD SHX Text R

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AutoCAD SHX Text C

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AutoCAD SHX Text I

AutoCAD SHX Text Q

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AutoCAD SHX Text E

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AutoCAD SHX Text A

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AutoCAD SHX Text O

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AutoCAD SHX Text N

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AutoCAD SHX Text M

AutoCAD SHX Text A-2

AutoCAD SHX Text

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

RESTROOMS

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SOUTH ELEVATION

AutoCAD SHX Text A-2

AutoCAD SHX Text

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

RESTROOMS

AutoCAD SHX Text

EAST ELEVATION

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EXISTING BROWN BRICK TO REMAIN.

AutoCAD SHX Text

PAINT COLUMN SUPPORTS P-2.

AutoCAD SHX Text

EXISTING WINDOWS TO REMAIN.

AutoCAD SHX Text

PAINT WALL PANELS P-6.

AutoCAD SHX Text

PAINT EXISTING SOFFIT AND FACIA BOARD P-2.

AutoCAD SHX Text

NEW ASPHALT SHINGLES (AS-1).

AutoCAD SHX Text

EXISTING BROWN BRICK TO REMAIN.

AutoCAD SHX Text

NEW EXTERIOR DRINKING FOUNTAIN WITH BOTTLE FILLER.

AutoCAD SHX Text

PAINT COLUMN SUPPORTS P-2.

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PAINT EXISTING COLUMN SUPPORT P-2.

AutoCAD SHX Text

EXISTING VENDING MACHINE TO REMAIN.

AutoCAD SHX Text NEW ADA EXTERIOR SIGNAGE WITH BRAILLE BY 'GRAINGER' OR EQUAL. SEE DETAIL#2 ON SHEET A-6.

AutoCAD SHX Text

PAINT NEW DOORS P-1.

AutoCAD SHX Text

PAINT EXISTING WALL PANELS P-6.

AutoCAD SHX Text

PAINT EXISTING SOFFIT P-2.

AutoCAD SHX Text

EXISTING RESTROOM SIGNAGE TO REMAIN.

AutoCAD SHX Text

REMOVE PATCH AND INFILL WITH EXISTING WOOD PLANKS TO MATCH EXISTING.

AutoCAD SHX Text

NEW ASPHALT SHINGLES (AS-1).

AutoCAD SHX Text

11'- 1" TO CENTER

AutoCAD SHX Text

AutoCAD SHX Text A-6

AutoCAD SHX Text

CONSULTING ENGINEERS, INC

AutoCAD SHX Text

FAX: (517) 487-2544

AutoCAD SHX Text

PHONE: (517) 487-2511

AutoCAD SHX Text

LANSING, MI 48906

AutoCAD SHX Text

1601 E. CESAR CHAVEZ AVE.

AutoCAD SHX Text administrator@matrixceinc.com

AutoCAD SHX Text

'BEHR'

AutoCAD SHX Text P-1

AutoCAD SHX Text

COLOR: LIVINGSTON N330-5

AutoCAD SHX Text

FINISH: SEMI-GLOSS

AutoCAD SHX Text

PAINT (DOORS/FRAMES)

AutoCAD SHX Text

'BEHR'

AutoCAD SHX Text P-2

AutoCAD SHX Text

COLOR: RAFFIA CREAM 710C-2

AutoCAD SHX Text

FINISH: SATIN

AutoCAD SHX Text

PAINT (BRACKETS, SOFFIT, FASCIA, TRIM)

AutoCAD SHX Text

PAINT LEGEND

AutoCAD SHX Text

'BEHR'

AutoCAD SHX Text P-6

AutoCAD SHX Text

COLOR: LIVINGSTON N330-5

AutoCAD SHX Text

FINISH: SATIN

PAINT (EXTERIOR WALL PANELS)

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A-

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

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TRASH

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GRILL

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ASH

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TRASH

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GRILL

AutoCAD SHX Text

ASH

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD…

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