Sample Construction Drawing set - 1st phase - One high Street

Page 1

ARCH 602 Saumyabrata Roy Miami University

No. Description

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Date

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1" = 80'-0"

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Cover


ARCH 602 Saumyabrata Roy Miami University

Sheet Number A101.0 A101.1 A101.2 A101.3 A102.1 A102.2 A102.3 A102.4 A102.5 A102.08 A102.09 A102.10 A102.11 A102.12 A102.13 A102.E1 A102.E2 A102.E3 A102.E4 A102.S1 A102.S2 A102.S3 A104.0

Sheet Name Cover Sheet list General Notes Site Information Presentation PLAN Level- 1 Presentation PLAN Level-2 Presentation PLAN Level-3 Presentation PLAN Level-Basement Presentation PLAN Level-Roof Basement Plan Construction Detail level-1 Plan Construction Detail Level -2 Plan Construction Detail Level-3 Plan Construction Detail Roof Plan Construction Detail Universal Design Consideration North Elevation West Elevation South Elevation Front Court Elevation Section 1 Section 2 Section 3 Foundation Structure -Basement

Sheet List Sheet Number A104.1 A104.2 A104.3 A104.4.R A105.1 A105.2 A105.3 A105.4 A105.5 A105.6 A105.7 A105.8 A105.9.1 A105.9.2 A106.1 A106.2 A106.3 A108.3 A109.0 A109.1 A109.2 A109.3 A109.5

Sheet Name Structure Level -1 Structure Level -2 Structure Level -3 Structure Roof South Stair Detail ( Section) South Stair Detail ( Plan ) North Stair Detail (Plan) North Stair Detail (Section) Angular Stair Plan + Section Outside Ramp Detail Wall Sections with Openings Wall Section Type without openings Detail Sections 1 Details Section 2 Reflected Ceiling Plan Level -1 Reflected Ceiling Plan Level -2 Reflected Ceiling Plan Level -3 Door Schedules And legends Basement- Plumbing Layout Level -1 Plumbing Layout Level -2 Plumbing Layout Level -3 Plumbing Layout Toilet Detail

Sheet List Sheet Number A110.0 A110.1 A110.2 A110.3 A110.4 A110.5.0 A110.5.5 A110.5.6 A110.5.7 A111.1 A111.2 A112.1 A112.2 A112.3 A112.4 A113.1 A113.2 A113.3

No. Description

Date

Sheet Name Basement HVAC Layout Level -1 HVAC Layout Level -2 HVAC Layout Level -3 HVAC Layout HVAC Type Chilled Beam Basement Electric Fixture Layout Level 1 Electric Fixture Layout Level 2 Electric Fixture Layout Level 3 Electric Fixture Layout Window +Solar Spec Solar Panel Specification Sefaira Title Page Sefaira Daylight FActor Sefaira Daylight Vizualization PV Watts - Power generation Project Proposal Page 1-2 Project Proposal Page 3-4 Project Proposal Page 5-6

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Sheet list

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Sheet List


A. GENERAL 1. THESE DRAWINGS INDICATE IN GENERAL THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN INTENT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL,MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AS INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL FLOOR/WALL SLEEVES AND SHAFTS IN CONCRETE SLABS/WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, TO BE BROUGHT TO NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK. 3. THE CONTRACTOR SHALL CONDUCT HIS OWN SITE SURVEY OF THE EXISTING GROUND AND CURB ELEVATIONS (LEVELS) AND REPORT ACTUAL ELEVATIONS (LEVELS) TO THE ENGINEER.

15. ALL ALUMINUM DOOR/WINDOW FRAMES, LOUVERS, SHALL BE FINISED AS PER DOOR, WINDOW, LOUVER SCHEDULE. REFER DRAWINGS OF SERIES AD.500, AD.600 & AD.700. D. LOUVERS 1. CONTRACTOR TO VERIFY ALL CLEAR OPENING FOR LOUVER DIMENSIONS. 2. LOUVERS SHALL BE FACTORY FINISHED POWDER COATED ALUMINUM WEATHERPROOF TYPE WITH CONTINUOUS LOUVER BLADES AS APPROVED BY THE ENGINEER. 3. PROVIDE ALL MISCELLANEOUS ATTACHMENT MEMBERS, FRAMING, FASTENERS, SEALANT, FLASHING ETC. AS REQUIRED FOR A COMPLETE LOUVER ASSEMBLY COORDINATED WITH ADJACENT CONSTRUCTION.

4. CONTRACTOR'S SHOP DRAWINGS SHOULD INDICATE ACTUAL ELEVATIONS (LEVELS). 5. ALL ELEVATIONS (LEVELS) ARE IN METERS.

E. INSULATION 1. FOR EXTERIOR WALL INSULATION PROVIDE RIGID, NON-COMBUSTIBLE EXTRUDED POLYSTYRENE WITH WATER REPELLANT COATING ON INNER SIDE. THE INSULATION SHALL PROVIDE "U" VALUE AS/SPECS.

6. ALL DIMENSIONS ARE IN MM AND ANGLES IN DEGREES UNLESS OTHERWISE NOTED. 7. ONLY WRITTEN DIMENSIONS IN ALL CASES SHALL BE FOLLOWED.

ARCH 602

5. ALL FIELD VULCANIZING SHALL BE EQUAL IN QUALITY TO FACTORY VULCANIZATION. 14. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER AS REQUIRED TO PREVENT MOLECULAR BREAKDOWN.

2. ALL INSULATION PANELS TO BE OVERSIZED TO CREATE A TIGHT JOINT BETWEEN PANELS. ALL JOINTS AND EXPOSED EDGES TO BE FOIL TAPED.

6. THE MANUFACTURER SHALL CERTIFY IN WRITING THAT ALL SEALANTS USED FOR THE EXTERIOR WALL ARE CORRECT FOR THE APPLICATION SHOWN AND WILL BE COMPATIBLE WITH EACH OTHER BEFORE, DURING AND AFTER CURING AND SHALL SUBMIT TO THE ENGINEER ADHESION DATA FOR ALL SEALANTS AS APPLIED TO THE VARIOUS SUBSTRATES. H. GUARDRAIL & HANDRAILS 1. ALL GUARDRAIL AND HANDRAIL ASSEMBLIES SHALL RESIST A HORIZONTAL THRUST OF 75 KG./M. APPLIED AT THE TOP OF THE RAILING OR A 110 KG/M. LOAD APPLIED IN ANY DIRECTION AT TOP OF RAIL, WHICHEVER IS THE MOST RESTRICTIVE FOR EACH AND EVERY APPLICATION.

Saumyabrata Roy Miami University

2. ALL MILD STEEL HANDRAILS SHALL BE PAINTED. J. TILING, STONEWORK, PAVING ETC. 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ENGINEER'S REVIEW AND APPROVAL, SHOWING ALL DETAILS LAYOUTS,ELEVATIONS, SECTION ETC. SHOP DRAWINGS TO ALSO INDICATE ALL JOINT THICKNESS, ALIGNMENT AND RELEVANT DETAILS. K. WATERPROOFING 1. PROVIDE FLUID APPLIED CEMENTITIOUS WATER PROOFING IN ALL WET AREAS LAID ON CONCRETE SLAB (TOILETS, KITCHENS, MECH. ROOMS, SHAFTS ETC.) & EXTEND IT UP TO 100 MM ABOVE FLOOR FINISH. 2. PROVIDE WATERPROOFING MEMBRANE AT ALL EXTERIOR SURFACES.

9. ARCHITECTURAL DRAWINGS MUST ALWAYS BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT SERVICES DRAWINGS AND CONTRACT DOCUMENTS. ANY DISCREPANCY BETWEEN THESE DRAWINGSAND DOCUMENTS SHOULD BE REPORTED TO THE ENGINEER FOR CLARIFICATION AND VERIFICATION. 10. ALL ALUMINUM TRIMS SHALL BE POWDER COATED FINISH.

3. PROVIDE INSULATION AT ALL CONNECTION AND JOINTS TO MAINTAIN A CONSTANT U FACTOR.

3. ALL MECHANICAL EQUIPMENT BASES SHALL BE WATERPROOFED AS/SPECS. 4. ALL INTERIOR INSULATION TO UNDERSIDE OF SLABS AND TO INSIDE SURFACE OF EXTERNAL WALLS SHALL BE SEMI RIGID (FIBRE GLASS WOOL) BOARDS. INSULATION TABLE WALL AND ROOF ASSEMBLY MAXIMUM U-VALUE: THE THERMAL INSULATION MATERIAL USED IN THE BUILDING EXTERNAL WALL / ROOF MUST NOT EXCEED THE FOLLOWING VALUE:

11. ALL PLASTERED SURFACES SHALL BE PAINTED. ROOF: 0.437 W/m² °C (0.077 BTU/h ft² °F) 12. ALL WALL FINISHES OR CEMENT PLASTERING WORKS ARE TO BE EXTENDED 10 CM. ABOVE SUSPENDED CEILING LEVEL (ELEVATION) OR AS INDICATED. 13. ALL UNDIMENSIONED WALL SHOULDERS SHALL BE 100MM WIDE 14. REFER SCHEDULE OF WALL TYPES FOR DIFFERENT WALL SITUATIONS. 15. ALL BLOCKWALLS ENCLOSING THE FIRE ZONES SHALL BE LIGHT WEIGHT CONCRETE BLOCKWALL AND EXTENDED UP TO THE SOFFIT OF THE SLAB TO PROVIDE 2 HRS FIRE RATING. 16. ALL SHAFT WALLS TO PROVIDE FOR 2 HRS. FIRE RATING. 17. ALL SHAFTS SHALL BE SEALED AT BOTTOM & TOP TO PROVIDE 2 HRS. FIRE RATING. 18. ALL FIRE DOORS SHALL HAVE SMOKE SEAL INTEGRAL WITH IT. 19. ALL PLUMBING H.V.A.C. OPENINGS IN FIRE RATED WALLS & SLABS SHALL BE PROVIDED WITH FIRE SMOKE SEALS OF THE SAME FIRE RATING AS OF THE WALLS & SLABS THEY PENETRATE THROUGH.

EXTERNAL WALL: 0.568 W/m² °C (0.100 BTU/h ft² °F) WINDOW REQUIREMENTS WINDOW WALL RATIO (WWR) MAXIMUM U-VALUE W/m² °C (BTU/ft²h °F) MAXIMUM SHADING COEFFICIENT (SC) 5-40% 3.30 (0.58) 0.4000 ABOVE 40% 1.90 (0.33) 0.3500 F. FIRE PROTECTION 1. ALL OPENINGS IN SLABS AT MECHANICAL ROOMS (INCLUDING SPACES LEFTOVER IN THE SHAFTS AFTER INSTALLATION OF DUCTS) MUST BE SEALED OFF WITH NON-COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE-RATING CONTINUITY OF THE FLOOR CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP-DRAWINGS FOR APPROVAL FOR ALL SUCH CASES. 2. ALL OPENINGS AT SLABS, WALLS SHALL BE SEALED OFF (FILLED) WITH NON-COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR, WALL CONSTRUCTION. ALL HOLES, INCLUDING THOSE FOR MECHANICAL, AND ELECTRICAL FACILITIES WHICH ARE LOCATED ON FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME.

20. CONTRACTOR TO LOCATE ALL ACCESS PANEL IN THE GYPSUM BOARD CEILING FOR SERVICES ACCESS. 21. FOR AREAS WITHOUT SUSPENDED CEILING HAVING EXPOSED SLAB AND BEAMS, WALL FINISH MATERIAL SHALL BE FROM FLOOR LEVEL TO BOTTOM OF SLAB LEVEL. (UNLESS NOTED OTHERWISE)

3. A FINISH OR FIRE RATING INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH OF WALL IS TO BE FINISHED OR FIRE RATED. 4. OWNER OR CONTRACTOR MUST PROVIDE THE FOLLOWING (WHEN APPLICABLE):

22. THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS FOR ALL WORKS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL. 23. NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED, COORDINATED AND ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS. B. CONCRETE MASONRY WALL (BLOCK WALL) 1. PROVIDE CONTROL JOINT AT: 9000 MM SPACING AT LONG STRAIGHT WALLS, AT MAJOR CHANGES IN WALL HEIGHTS, AT CHANGES IN WALL THICKNESS, ABOVE JOINTS IN FOUNDATIONS, AT COLUMNS AND PILASTERS, AT ONE OR BOTH SIDES OF WALL OPENINGS AND AT WALL INTERSECTIONS. ALL CONTROL JOINTS SHOULD CONTINUE ALL THROUGH VERTICALLY. ALL CONTROL JOINTS ARE TO BE FILLED WITH APPROVED COMPRESSIBLE FILLER AND ALL EXPOSED SURFACES TO BE SEALED WITH APPROVED SEALANT AND BACK-UP ROD.

4.a. SMOKE DETECTOR (BRK) IN EVERY HALL 4.b. FOLLOWING ARE THE REQUIREMENTS FOR KITCHENS: 4.b.1. HEAT DETECTORS (BRK) 4.b.2. FIRE EXTINGUISHER CONTAINING POWDER (4kg) 4.b.3. FIRE BLANKET 4'x6' 4.b.4. EXHAUST FANS MADE OF STEEL OR PLASTIC (OF ACCEPTABLE STANDARD) IN KITCHEN & BATHROOMS 4.b.5. FIRE RESISTANT DOORS WITH PROPER HANDLES 4.b.6. GAS CYLINDERS SHALL PROVIDED OUTSIDE KITCHEN 4.c. FOLLOWING ARE THE REQUIREMENTS FOR SWIMMING POOL: 4.c.1. LIFEBUOUY 4.c.2. THE FLOOR OF THE SURROUNDING AREA OF SWIMMING POOL SHALL BE NON-SLIP 4.c.3. FIRE EXTINGUISHER CONTAINING POWDER (4kg) 4.d. FOLLOWING ARE THE REQUIREMENTS FOR BASEMENT: 4.d.1. SMOKE DETECTORS, ONE FOR EVERY 40 sq.m. 4.d.2. TWO FIRE EXTINGUISHERS, ONE CONTAINING WATER & THE OTHER CONTAINING POWDER 4.d.3. EXIT SIGNS 4.d.4. EMERGENCY EXIT OTHER THAN THE MAIN ENTRANCE G. SEALANT GASKET & PRIMERS 1. ALL SEALANT JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MINIMUM/MAXIMUM SIZE AS RECOMMENDED BY THE MANUFACTURER.

2. REFER SCHEDULE OF WALL TYPES FOR DIFFERENT WALL SITUATIONS.

L. EXTERIOR SOFFIT 1. ALL EXTERIOR SOFFITS BELOW AIR-CONDITIONED SPACES SHALL HAVE A MINIMUM 75 MM THICK INSULATION (SEMIRIGID INSULATION ATTACHED DIRECTLY TO STRUCTURAL SOFFIT & LINED WITH GYPSUM BOARD) TO PROVIDE REQUIRED "U" VALUE. 2. ALL STONE PIECES FOR SOFFITS SHALL BE MECHANICALLY HUNG. 3. THE CONTRACTOR SHALL ENGINEER STONE SOFFITS STEEL BACK-UP STRUCTURE WITH STAINLESS STEEL (#316) STRUCTURAL SECTIONS, TO WITHSTAND WIND SPEED OF 140KM/HR. AND SELF-LOAD OF STONE. IN ADDITION, BACK-UP SYSTEM AND STONE FIXING DEVICES SHALL BE DESIGNED TO AVOID SOFFITS SAGGING, BREAKAGE, CRACKS ETC.. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.

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Date

M. STONE CLADDING 1. ALL STONE FIXING ANCHORS SHALL BE STAINLESS STEEL (#316) 2. MECHANICAL FIXING DEVICES ARE TO BE PROVIDED FOR ALL STONE CLADDING BOTH FOR EXTERIOR AND INTERIOR APPLICATIONS, UNLESS NOTED OTHERWISE. 3. FOR STONE FINISHES AND TYPES REFER TO RELEVANT DRAWINGS. 4. PROFILES OF STONE CLADDING INIDICATED IN THESE DOCUMENTS ARE TO CONVEY DESIGN INTENT ONLY. THE CONTRACTOR IS TO DETAIL STONE SIZES, THICKNESSES (30MM MIN.) AND FIXING ARRANGEMENTS TO ACHIEVE THE DESIGN INTENT. 5. THE SOLID STONES PROFILES SUCH AS CIRCULAR/ SQUARE COLUMNS ARE TO CONVEY DESIGN INTENT ONLY. THE SOLID PROFILE CAN BE SUBDIVIDED IN FOUR SEGMENTS SUCH THAT IT IS TREATED AS STONE CLADDING SITUATION WITH 30MM MINIMUM THICKNESS. N. METAL WORKS 1. ALL MILD STEEL WORKS (I.E. RAILS,ANGLES ETC.) SHOWN ON THE CONTRACT DRAWINGS/DETAILS SHALL BE PRIMED AND SHALL BE PAINTED WITH TWO COATS OF EPOXY PAINT. 2. STEEL ELEMENTS NOT SHOWN IN THE CONTRACT DRAWINGS, BUT ARE DEEMED NECCESSARY FOR THE SATISFACTORY COMPLETION OF THE WORKS SHALL BE GALVANISED STEEL PRIMED & PAINTED WITH TWO COATS OF EPOXY PAINT FOR ALL INTERIOR SITUATIONS AND STAINLESS STEEL (#316) FOR ALL EXTERIOR SITUATIONS. 3. ALL WELDED STEEL JOINT SHALL BE GRINDED SMOOTH, PRIMED & PAINTED. 4. ALL WELDING SHALL BE OF SUITABLE TYPE TO STEEL WORKS.

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General Notes

5. PROVIDE 125X125 SILL ANGLE SUPPORT, PIT LADDER & HOISTING HOOK FOR 300KG SUSPENDED LOAD IN MACHINE ROOM. 6. LOCATION OF CATWALK IN THESE DOCUMENTS ARE SUGGESTED POSITIONS. FINAL LOCATIONS ARE TO BE COORDINATED WITH THE INTERIOR DESIGN SUSPENDED CEILING PROFILES. P. CHANDELIERS 1. PROVIDE STEEL PLATES SECURED TO THE CONCRETE SLAB SOFFIT FOR MOUNTING THE MOTORISED WINCHES TO LOWER FOR MAINTENANCE. R. MOCK-UP'S 1. CONTRACTOR TO COMPLETE FINISHES MOCK-UP LIMITS OF WHICH ARE SHOWN ON ARCH. DRAWINGS. THE MOCK-UP SHALL INCLUDE ALL REQUIRED WALL, FLOOR & CEILING FINISHES. 2. PROVIDE EXTERNAL ELEVATIONS MOCK-UP'S AS / SPECS.

3. ALL BLOCKWALLS ENCLOSING THE FIRE ZONES SHALL BE LIGHT WEIGHT CONCRETE BLOCKWALL AND EXTENDED UP TO THE SOFFIT OF THE SLAB TO PROVIDE SPECIFIED FIRE RATING

2. ALL SEALANT JOINTS SHALL MAINTAIN CONTACT WITH THE ADJOINING PARTS WITHIN ALLOWABLE DIMENSIONAL CHANGES IN THE JOINT SIZE. ALL SEALANT JOINT SHALL MAINTAIN DURABILITY AND INTEGRITY UNDER ALL CONDITIONS

4. ALL BLOCKWALLS INDICATED ON PLAN ARE TO EXTEND TO THE SOFFIT OF THE SLAB, EXCEPT INTERNAL TOILET PARTITION, INTERNAL KITCHEN PARTITION, INTERNAL OFFICE PARTITIONS AND SMALL SPACES SUCH AS STORES.

3. ALL SEALANTS SHALL BE INSTALLED WITH APPROPRIATE BACK-UP ROD AND TOOLED AS PER MANUFACTURERS RECOMMENDATION.. 4. THE COLOR OF SEALANTS EXPOSED TO VIEW SHALL BE AS SELECTED BY THE ENGINEER.

S. EXTERIOR CLADDING 1. THE FOLLOWING DESIGN CRITERIA AS APPLICABLE TO CLADDING SHALL BE CONSIDERED FOR WIND LOAD AT THREE ZONES (i.e., EDGE, CENTRAL & ROOF ) EDGE : + 2.5 / -3.75 kPa CENTRAL : + 2.5 / -2.5 kPa ROOF : + 2.5 / -6.5 k

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8. ALL EXISTING OR PROPOSED ELEVATIONS (LEVELS) AND DIMENSIONS, ON SITE AND ON DRAWINGS MUST BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE THE PREPARATION OF SHOP DRAWINGS OR COMMENCEMENT OF ANY ITEM OF WORK ON THE SITE.


ARCH 602 Site Information

Saumyabrata Roy Miami University

No. Description

One East High Street Approx. 105’x100’ Existing building at 78’x60’ Located on corner of busy intersection North sidewalk measures ~20’ wide with 55’ wide streetway containing angled parking West sidewalk at ~30’ wide with 40’ wide streetway containing parallel parking Predominantly faces local park Parking garage south of site

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Site Information

All the noise levels are measured by the point, only the maximum average has been taken to plot the data. All units are in Decibel (dB)

Vehicle Circulation

All the circulation data was based on and measured by site survey during morning rush hour (8-9 am) and evening hours (6-7 pm).

Pedestrian Circulation

All the circulation data was based on and measured by site survey during morning rush hour (8-9 am) and evening hours (6-7 pm).

Topography

Contours every 10 feet, And the actual building site has 2 feet in slope.

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Noise level Map


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Saumyabrata Roy Miami University

1

Party room

2

No. Description

Date

Restaurant

3 Mngr Room

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Storage

Scale

3/32" = 1'-0"

Presentation PLAN Level- 1

ele. room

Mech room

1

Level 1 3/32" = 1'-0"

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Off. Lounge Room

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Office

3 Store

No. Description

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Storage

Date

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3/32" = 1'-0"

Presentation PLAN Level-2

ele. room

Conf. Big Mech Room

1

Level 2 3/32" = 1'-0"

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Office

Principle Arch

Design room

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Conf 2

2

Mat Lib.

3 Storage

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Conf 1

ele. room

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3/32" = 1'-0"

Int lib.

Presentation PLAN Level-3

Mech. Room

Level 3 1 3/32" = 1'-0"

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Mechanical Equipment

2

No. Description

Date

Rain Water Harvesting

3 Cold Storage

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3/32" = 1'-0"

Presentation PLAN Level-Basement

1

Basement 3/32" = 1'-0"

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Miami University

1

2

3

No. Description

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Date

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3/32" = 1'-0"

Presentation PLAN Level-Roof

OUTDOOR AIR UNIT

1

Roof 3/32" = 1'-0"

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1

1

A102.S2

A105.4

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ARCH 602 Saumyabrata Roy

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73' - 7"

7"

1

18' - 11"

Miami University

21' - 10"

17' - 0"

15' - 3"

A102.S3 WF

8' - 6 1/2"

6"

6"

9"

1

1' - 6"

1' - 6"

1' - 6"

27' - 2 1/2"

10' - 10 1/2"

13' - 2 1/2" 18' - 6"

Mechanical Equipment

1' - 6"

20' - 0"

15' - 6"

5"

-10' - 0"

1' - 6"

WI3

4' - 11"

38' - 10 1/2"

WI1

WF 4' - 11"

8' - 11"

WI1

WI1

9' - 6" 1' - 8" 11' - 1" 1' - 6"

3' - 9 1/2"

WI1

13' - 2 1/2"

4"

12' - 10"

1' - 8"

1' - 8"

1' - 9 1/2"

1' - 6"

-10' - 0"

Scale

WS1

15' - 6"

General Notes

Dry Storage Room 43' - 1" 1' - 6"

13' - 2 1/2"

9"

7"

4 WF 73' - 7"

2 A105.1

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Cold Storage

WS1

12' - 8 1/2" 1' - 8"

7' - 0" 2' - 6" 4' - 11 1/2"

3' - 4"

Mech. Room

15' - 6"

5' - 7"

WC

5' - 7"

WI1

6"

1' - 0"

WI1

9' - 5"

UP

Ele. Room

1' - 8"

WC

21' - 7"

4' - 7"

WC

WI1

1' - 8"

WI1

4' - 6"

1' - 8"

WC 9' - 4 1/2"

Wet Storage

2' - 7"

WC

7' - 3"

27' - 2"

WI3

3

2' - 7"

17' - 5"

1' - 6"

WS1

Basement Dimension Plan 1 3/32" = 1'-0"

8' - 11"

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

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3/32" = 1'-0"

Basement Plan Construction Detail

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17' - 8 1/2"

5' - 0" 1' -1'3"- 3"

WF

1 A105.2

Date

68' - 6"

20' - 0" 67' - 11"

WI1

-10' - 0"

No. Description

11' - 5"

28' - 11 1/2"

56' - 7"

2


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A105.4

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74' - 3"

9 1/2"

1

11' - 5"

1' - 6"

16' - 10"

6' - 6"

11' - 1"

0' - 0"

A102.S3

5' - 8"

3' - 7"

4' - 3"

4' - 9"

1 A105.3

7' - 10 1/2"

WE1 ED

1' - 4" 6"

21

21

21

21

UP

22' - 4"

0' - 0"

WC

WI1

18' - 6"

7' - 1 1/2" 6' - 4"

Party room

1' -9"6"

4' - 9"

WC

1' - 8" 6" 2' - 8 1/2"

163

2

14' - 5"

WI1 15' - 3"

3' - 0"

3' - 10 1/2"

WI1

1' - 6"

1' - 6"

10"

9' - 2"

7' - 1 1/2"

18' - 6"

55

WG

1' - 6"

8' - 11 1/2"

1' - 6"

WG

1

6

9' - 2"

1' - 6"

9' - 0 1/2"

2

135 Sim

3' - 0" 9"

134

1' - 6"

13' - 2 1/2"

WC

175

ele. room

DN

7' - 6"

17' - 1"

171

Scale

22' - 5"

UP

WI1

General Notes

WI3 WI3 5' - 4"

WI1

5' - 0"

WI1

176

WI3

5' - 3"

11' - 0"

Mech room

WI1

-1' - 0"

DN

21

21

21

21

21

21

21

4

0' - 0"

WC

6' - 7 1/2"

37' - 11"

6' - 5"

2' - 10"

4' - 8"

5' - 9"

2' - 11" 3' - 5"

5' - 7 1/2"

10 1/2"

2 6 A102.13 A105.6

Level 1 Dimension Plan 3/32" = 1'-0"

2' - 11"

WE1

7' - 10"

1

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6"

15' - 6"

2' - 0"

Storage

164

6' - 3 1/2"

112

68' - 8"

11' - 0"

18' - 5"

WI1

3' - 1"

7' - 0"

21

Mngr Room

120 WC

9' - 0 1/2"

1' - 6"

3' - 4"

DN

3' - 0" 3' - 0" 7' - 0"

7' - 6"

WI1

3' - 4"

4' - 10"

21

21

21

WE1 117 14' - 5"

162 WC

WI1

1 A109.5

32' - 4 1/2"

165

1' - 2"

146

8' - 0"

42' - 5"

7' - 6" 4' - 5 1/2"

2' - 1"

WI1

12' - 7"

1' -0" 1"

10' - 4"

123

6' - 6"

26' - 10"

WE2

6' - 2"

11' - 11 1/2"

WE1

-2' - 0"

13' - 8"

0' - 0"

DN

18' - 8"

8' - 5" 68' - 8"

5' - 4 1/2"

Date

129

111

Restaurant

21

No. Description

74' - 3"

1' - 9"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Project Number Issue Date Author Checker

3/32" = 1'-0"

level-1 Plan Construction Detail

-2' - 0"

82' - 0 1/2"

2 A105.2

Refer to Electrical drawings for details

2 A105.1

Refer to Mechanical Drawing for Details

A102.09

5/11/2020 4:28:58 PM

A

0' - 0"

1

5 A102.13

A102.S2


A

1

1

A102.S2

A105.4

B

C

WE1

D

ARCH 602 Saumyabrata Roy

E

Miami University

74' - 3" 11' - 5 1/2"

1

62' - 8"

2 A105.3 1' - 0"

12' - 2"

9' - 8"

3' - 0" 3' - 0"

9' - 8"

3' - 11" 3' - 0" 2' - 11"

5' - 4"

5' - 11"

13' - 10 1/2"

WI1

0" 5'

2" 1/

7

150

9' - 0"

2

3' - 6"

2"

1' - 6"

1/

18' - 6"

14' - 4"

'12

21

6"

Project number Date Drawn by Checked by

7' - 0"

22' - 1 1/2"

17' - 10 1/2"

WI2

19' - 3"

1' - 3"

WI1

21

21

21

21

21

21

42' - 9"

21

WC

General Notes

21

158 6' - 5"

9' - 1"

WI1

4 7' - 3 1/2"

37' - 11"

Project Number Issue Date Author Checker

3/32" = 1'-0"

WI1 WI1

1' - 8"

173 3' - 4"

WI1

14' - 0" 13' - 1"

Scale

3' - 0"

177

WC

UP

4' - 7"

DN

WI1

21

WC

3' - 7"

4' - 7"

6"

3' - 3"

WE1

1' - 8"

3

133

5' - 11"

131

1' - 6"

WI4

9' - 4 1/2"

14' - 5"

2' - 7"

27' - 10"

WI4 130

13' - 2"

103

7' - 2"

21

3' - 4"1' - 0"

21

WC

13' - 2"

5' - 9 1/2" 1' - 6" 5' - 10 1/2"

21 4' - 4" 13' - 2"

9' - 0 1/2"

6"

68' - 11 1/2"

90

10' - 11"

15' - 3"

WC

Date

1 4 A102.13 A109.5

1' - 6"

WE1

No. Description

89

9"

G1

50' - 4"

21

21

21 15' - 4"

18' - 6"

18' - 3 1/2"

G1

WC

5'

2" 1/

-9

14' - 0"

27' - 2"

14' - 0"

UP

7' - 3 1/2"

G1

68' - 10"

25

DN

2' - 10"

21

21

21

21

21

21

1' - 6" 7' - 3 1/2"

-4

' 28

G1

WI4

' 25

17' - 5"

00° 45. 0" -1

1 A105.5

1 ' 14

18' - 6"

9' - 8 1/2"

45. 00°

14' - 0"

6' - 5"

2' - 10"

WE1 2' - 11"

4' - 8"

5' - 9"

2' - 11"

9" 2' - 8"

3' - 2 1/2" 2' - 5"

1' - 9"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Level -2 Plan Construction Detail

74' - 3"

3 A105.2

Level 2 Dimension Plan 1 3/32" = 1'-0"

2 A105.1

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

A102.10

5/11/2020 4:29:00 PM

A102.S3


1

A102.S2

A105.4

C

B

D

ARCH 602 Saumyabrata Roy

E

Miami University

74' - 3"

3 A105.3

62' - 9 1/2"

1 4' - 1"

13' - 2"

c2

1' - 9"

21

21

6"

8' - 6 1/2"

9' - 11"

1' - 6"

6"

1' - 6" 7"

14' - 10 1/2"

WI4

6" 7' - 0"

1' - 8"

22' - 5 1/2"

6" 5' - 1 1/2" 6"

14' - 2"

1' - 8"

68' - 11 1/2"

18' - 6" 11 " 7' -

WI4

WE1

WI1

6"

20' - 6 1/2"

WI1

145 7' - 5"

9' - 1"

7' - 7"

21 WC

Scale

21

21

155

3' - 7"

WI1

21

21

General Notes 16' - 2 1/2"

19' - 9 1/2"

21

21

21

14' - 3 1/2"

8"

WC

153 14' - 3 1/2"

174

5' - 1 1/2"

21

17' - 10 1/2"

4' - 4"

WC

DN

154

6"

WI1

7' - 3"

4' - 7"

WC

WC

4' - 7"

142

WI1

1' - 11"

152

10' - 11"

WI4

12' - 4"

8' - 10 1/2"

21

21

1' - 8"

4 37' - 11"

6' - 5"

2' - 11"2' - 10"

4' - 8"

Project number Date Drawn by Checked by

3

10' - 11"

WI4

10' - 11"

WI4

1' - 6"

156

159

Date

1/ 2" 12

3' 5" 4' -

40' - 7"

7' - 4 1/2"

No. Description

WC

'-

2"

24' - 1"

2

10

1/

"

WI4

157

WE1

4' - 7"

DN

WC

WI1

5

68' - 10"

1' - 8"

31' - 3 1/2"

3' - 4"

4' - 9"

161

6'

2' - 6"

26

21

6"

2" 1/

WI4

8' - 6"

13' - 10 1/2"

1

21

0" -1

21

50' - 4"

WE1

WI4

-7

' 12

4' - 7"

5' - 9"

20' - 6"

El e

WI4

21

9' - 9 1/2"

G1

DN

8' - 9"

5' - 6"

160

2" 1/

9

10 11 12 13 14 15 16 17 18 19 20 G1 21

21

4' - 7"

G1

-0

6 5 4 3 2 1

8

21 6"

' 29

7

5' - 3"

1' - 8"

21

' 25

1' - 6"

21

c1

3

c3

7' - 3 1/2"

21

19' - 0 1/2"

e El

10' - 0 1/2"

21

e El

1

9"

G1

3' - 9"

11' - 0"

2

9'

1 A105.5

7' - 6"

6' - 5"

00° 45.

21

A102.E4 Sim

3' - 6" 2' - 6" 2' - 6" 4' - 0"

-4

1' - 3"

45. 00°

A102.S3

5' - 9"

2' - 11" 2' - 7"10"2' - 5"3' - 2 1/2" 1' - 9"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Project Number Issue Date Author Checker

3/32" = 1'-0"

Level-3 Plan Construction Detail

WE1 74' - 3" Sim 3 A105.2

Level 3 Dimension Plan 1 3/32" = 1'-0"

2 A105.1

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

A102.11

5/11/2020 4:29:01 PM

A

1


1

1 A102.S2

A

C

B

11"

ARCH 602

A105.4

18' - 11"

21' - 10"

D 17' - 0"

Saumyabrata Roy

E

Miami University

15' - 7"

74' - 3" 16' - 6"

13' - 6"

12' - 8 1/2"

9 1/2"

7' - 2"

10' - 8"

90.00째

7' - 2"

90.00째

4' - 0 1/2"

6' - 8"

3' - 7 1/2"

6' - 4 1/2"

5' - 1"

WE1

3

26' - 5"

10' - 3"

OUTDOOR AIR UNIT

8' - 0"

7' - 1 1/2"

14' - 9"

26' - 1 1/2"

14' - 1 1/2"

5' - 10 1/2"

8' - 3"

26' - 5"

8' - 0"

General Notes

6' - 5"

1' - 8"

1' - 8"

WE1

1' - 8"

10' - 1 1/2"

17' - 11"

2 A105.1

Roof Dimension Plan 1 3/32" = 1'-0"

16' - 8"

Refer to Mechanical Drawing for Details

13' - 6"

12' - 8 1/2"

4

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Project number Date Drawn by Checked by Scale

Project Number Issue Date Author Checker

3/32" = 1'-0"

Roof Plan Construction Detail

1' - 8"

A102.12

5/11/2020 4:29:03 PM

WE1

7' - 0"

2" 1/

20' - 0"

20' - 0"

7' - 2"

0 '11

Date

7' - 0"

3' - 6"

" -9

00째 45.

No. Description

2

7' - 0"

' 11

68' - 11 1/2"

1

7' - 6"

2' - 11"

45. 00째

7' - 6"

3' - 2"

WE1

19' - 3"

Open to below

1' - 8"

1' - 8"

18' - 0"

1' - 1"

1' - 8"

10' - 2 1/2"

19' - 3"

1' - 8"

A102.S3

6' - 8"

1


ARCH 602 Level 2 14' - 0"

Saumyabrata Roy Miami University

0' - 0"

0' - 0"

5

Level 1 0' - 0"

Entry door Universal Acess) 1" = 10'-0" 1

Toilet Elevation( Universal Access) 1/8" = 1'-0"

Level 2 14' - 0"

0' - 0"

A

4

C

B

Toilet Detail (Plan for Universal Accesss) 1" = 10'-0"

D

No. Description

Date

1

-1' - 0"

Level 1 0' - 0"

-2' - 3"

E

Party room

2

Outer Rmap section ( UNiversal Acess) 2 3/32" = 1'-0"

Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

Restaurant

Scale As indicated

3 Mngr Room Storage

DN

Universal Design Consideration

ele. room

Mech room

6

Outer Ramp PLan (Universal Access) 1" = 10'-0"

3

Level 1 (Universal acess) 1/16" = 1'-0"

A102.13

5/11/2020 4:29:06 PM

4


General Notes

E

D

C

B

1

A102.S2

Sim

A 2

1

A105.4

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A105.1

1 A111.1

ARCH 602 Saumyabrata Roy Miami University

Pre-Cast Concrete Perapet Top

6"

Standard Brick with 3/8 joints

5' - 6"

4' - 7"

5' - 3"

3' - 9"

7' - 6"

4' - 0" 2' - 6" 2' - 6" 3' - 6"

4' - 1"

11' - 5 1/2"

5' - 6"

5' - 9"

6"

13' - 10 1/2"

Roof 39' - 0"

12' - 0"

No. Description

Brick Lintel @ 8'9" form FF 13' - 10 1/2"

5' - 4"

2' - 11" 3' - 0" 3' - 11"

9' - 8"

3' - 0" 3' - 0"

1/4" Laminated Glass

Level 3 26' - 0"

12' - 2"

3' - 0"

12' - 0"

44' - 0"

Brick Sill Slope 1"

5' - 11"

6"

Standard Brick with 3/8 joints 4' - 9"

4' - 3"

3' - 7"

5' - 8"

11' - 1"

6' - 6"

29' - 9"

13' - 6"

7' - 10 1/2"

4' - 11 1/2"

5' - 0" 1' - 6" 3' - 5" 4' - 11 1/2" 4' - 11 1/2" 4' - 11 1/2" 2' - 0"

Brick Lintel @ 7' from FF

10' - 0"

6' - 2 1/2"

3' - 4"

24' - 6"

6' - 5"

3' - 3 1/2"

9' - 11 1/2"

5' - 4 1/2" 1' - 6"

Date

11' - 7"

Level 2 14' - 0"

Project number Date Drawn by Checked by Scale

Storefront Typical Mullion - Double Glazed

Level 1 0' - 0"

Project Number Issue Date Author Checker

3/32" = 1'-0"

North Elevation

1' - 6"

1

North 3/32" = 1'-0"

A102.E1

5/11/2020 4:29:12 PM

Basement -10' - 0"


1 A111.1

1 A111.2

1 4

10' - 0 1/2"

4' - 7"

4' - 6"

2' - 2"2' - 2' 1"- 2 1/2" 2' - 2"2' - 2" 4' - 4"

2' - 0" 2' - 3 1/2" 2' - 3" 2' - 2" 4' - 4" 2' - 4" 2' - 2" 4' - 4"

4' - 5"

Roof 39' - 0" Wall Mounted PV Panel

21' - 6"

Standard Brick with 3/8 joints 2' - 1"

2' - 1 1/2" 2' - 3"

2' - 2 1/2" 4' - 4"

2' - 1"

2' - 3"

2' - 2"

4' - 4 1/2"

4' - 4"

4' - 5 1/2" 2' - 3"

4' - 4"

Saumyabrata Roy Miami University

3 pane Curtain Glass

6' - 11 1/2" 10' - 0 1/2"

7' - 11"

3' - 9 1/2" 2' - 1 1/2" 2' - 6"

10' - 4"

4' - 10"

8' - 0"

11' - 0"

Level 2 14' - 0"

No. Description

Date

Brick Lintel @ 7' from FF

14' - 0"

3' - 0"

1' - 6"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Level 3 26' - 0"

2' - 2"

2' - 2"

45' - 0"

6' - 11"

ARCH 602

Double Swing Fire rated Metal Entry door 1' - 3 1/2"

Level 1 0' - 0"

4' - 9"

2' - 9" 4' - 5 1/2"

14' - 10"

2 A102.E2

Basement -10' - 0"

Project number Date Drawn by Checked by Scale

West 1 3/32" = 1'-0"

3

4

Project Number Issue Date Author Checker

3/32" = 1'-0"

West Elevation

Sim

Sim 1 A111.1

1 A111.2 26' - 10" 2' - 2 1/2"

5' - 6"

3' - 1"

4' - 6 1/2" 4' - 2 1/2"

2' - 3" 4' - 5" 2' - 1"

4' - 0 1/2"

3 Pane Glass Window

10' - 0"

PV wall mounted Solar Panel

2

West - Callout 1 3/32" = 1'-0"

A102.E2

5/11/2020 4:29:18 PM

5' - 6"

8' - 5"

Brick Sill Slope 1"

6"

3

6"

2

Brick Lintel @ 8'9" form FF

General Notes


ARCH 602

General Notes

A

B 2 A105.1

C 1 A102.S2

D

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

E 1

Sim

Sim

1 A111.2

1 A111.1

Standard Brick - 3/8" Joint 6" 3' - 6" 2' - 10" 1' - 4"

6' - 5"

2' - 11"

2' - 7" 4' - 8"

5' - 9"

2' - 11"

3' - 3" 4' - 11 1/2"

Roof 39' - 0"

6' - 0 1/2"

2' - 10"

2' - 10"

1' - 4 1/2" 2' - 6 1/2"

Brick Sill Slope 1"

5' - 11 1/2"

2' - 8 1/2"

2' - 8 1/2"

6' - 0"

2' - 10"

4' - 0"

Brick Lintel @ 8'9" form FF

6' - 0"

2' - 10"

2' - 10"

8' - 11 1/2"

6"

Level 3 26' - 0"

6' - 0 1/2"

6' - 0" 4' - 5" 6" 3' - 1"

3' - 1"

2' - 8 1/2"

2' - 10"

2' - 10"

2' - 10"

2' - 8 1/2"

4' - 0"

2' - 8 1/2" 2' - 10"

3' - 6"

2' - 10"

2' - 6 1/2"

2' - 8 1/2"

2' - 10" 6' - 5"

2' - 11"

4' - 8"

5' - 9"

2' - 11"

6' - 0"

4' - 10"

8' - 0"

6"

8' - 11"

2' - 8 1/2"

30' - 0"

1/4" Laminated Glass

Level 2 14' - 0"

No. Description

Project number Date Drawn by Checked by Scale

Date

Project Number Issue Date Author Checker

3/32" = 1'-0"

1 Layer 5/8" Gypsum Board

5' - 4 1/2"

9' - 6"

6' - 0"

6"

Miami University

A105.4

Standard Brick - 3/8" Joint

15' - 9 1/2"

Saumyabrata Roy

Level 1 0' - 0"

South Elevation

Sim 1 A105.6

1

South 3/32" = 1'-0"

A102.E3

5/11/2020 4:29:24 PM

Basement -10' - 0"


6" 7 1/2"

Sim

Saumyabrata Roy

1 A105.9.2

Roof 39' - 0"

12' - 0"

12' - 11"

Aluminium Window Frame

3' - 11 1/2"

3' - 0" 9' - 1"

8' - 0"

21' - 6" 3' - 0" 9' - 1"

6"

3' - 0"

7' - 10"

No. Description

Level 2 14' - 0" 3

20' - 6"

Level 3 26' - 0"

Ele c2 1/8" = 1'-0"

11' - 9"

Project number Date Drawn by Checked by

6"

4' - 10"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

8 1/2"

Roof 39' - 0"

Scale

Aluminium Window Frame

Project Number Issue Date Author Checker

1/8" = 1'-0"

Front Court Elevation

9' - 0"

3' - 0" 11"

5' - 0"

Sim

Date

Level 2 14' - 0"

3 pane Curtain Glass 1 A105.9.2

Miami University

9' - 0"

9' - 5" 3' - 11 1/2"

Level 3 26' - 0"

Ele c3 1 1/8" = 1'-0" 2' - 4"

Roof 39' - 0"

6"

3' - 0"

3' - 9 1/2"7 1/2"

ARCH 602 3 pane Curtain Glass

11"

2' - 4"

7 1/2"

20' - 6"

4' - 4 1/2"

11' - 9"

2

Ele c1 1/8" = 1'-0"

Level 3 26' - 0"

Glass door in Aluminium Frame

Level 2 14' - 0"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A102.E4

5/11/2020 4:29:27 PM

9' - 1"

3' - 0"

General Notes


ARCH 602

General Notes

E

D

C

B

A

1

2

A102.S2

A105.1 Sim

5' - 0"

1 A105.9.2

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Miami University

13' - 0"

4' - 0"

Roof 39' - 0" No. Description

Date

0"

Level 3 26' - 0"

1 A105.9.1

Sim

12' - 0"

1 A105.6

Level 2 14' - 0" 3 A105.9.1 14' - 0"

Project number Date Drawn by Checked by Scale

Level 1 0' - 0" Sim

Project Number Issue Date Author Checker

3/32" = 1'-0"

Section 1

2 A105.9.2

Basement -10' - 0" Basement Foundation Level -14' - 4 17/32"

1

Section 1 3/32" = 1'-0"

A102.S1

5/11/2020 4:29:29 PM

1 A105.7

Saumyabrata Roy


ARCH 602

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

1 2

1 A105.8

3

4

Sim

Saumyabrata Roy Miami University

1 A105.7

Outdoor AHU

Roof 39' - 0" Design room

Office

Storage

ele. room

Mech. Room

No. Description

Date

Level 3 26' - 0" Off. Lounge Room

Office

Storage

ele. room

Mech Room

Level 2 14' - 0" Restaurant

Storage

ele. room

Mech room

Project number Date Drawn by Checked by Scale

Level 1 0' - 0" Mechanical Equipment

Wet Storage

Ele. Room

Mech. Room

Project Number Issue Date Author Checker

3/32" = 1'-0"

Section 2

1

Section 2 3/32" = 1'-0"

A102.S2

5/11/2020 4:29:31 PM

Basement -10' - 0" Basement Foundation Level -14' - 4 17/32"


ARCH 602

General Notes

Sim 3 A102.E4

Sim

Sim

4' - 7 1/2" 4' - 4 1/2"

10' - 11 1/2"

Int lib.

Conf 1

7' - 0" 10' - 0"

3' - 0"

Restaurant

Mechanical Equipment

Level 3 26' - 0"

Level 2 14' - 0"

6' - 0"

2 A105.9.2

Wet Storage

Cold Storage

Dry Storage Room

Date

Project number Date Drawn by Checked by Scale

Level 1 0' - 0"

Project Number Issue Date Author Checker

3/32" = 1'-0"

Section 3

10' - 0"

Basement -10' - 0" Basement Foundation Level -14' - 4 17/32"

1

Section 3 3/32" = 1'-0"

A102.S3

5/11/2020 4:29:34 PM

Sim

14' - 0"

5' - 0"

3' - 0"

Conf. Big

3' - 0"

Office

No. Description

6' - 0"

3' - 0" 3' - 0"

Office

2' - 1"

2 A105.5

Miami University

Roof 39' - 0"

6' - 0"

4' - 4 1/2"

1 A105.7

1' - 6"

1' - 1 1/2" 6"

1 A105.9.2

Saumyabrata Roy

6"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.


A

C

B

D

Bearing Footing - 36" x 12" EL.-11' - 0"

W10X33

E W10X33

ARCH 602 Saumyabrata Roy

W10X33

75' - 7"

3' - 10"

10' - 6"

10"

W10X33

Project number Date Drawn by Checked by

16' - 0"

1' - 3"

1' - 6"

4' - 0" 22' - 9"

Scale

Drainage Pipe

10" 1' - 0"

10' - 6"

1' - 1' 6" -1'6"- 0"

3' - 10"

4

W10X33

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

W10X33

Bearing Footing - 36" x 12" EL.-11' - 0"

98"x71"x35" EL.-11' - 2"

Project Number Issue Date Author Checker

3/32" = 1'-0"

Foundation Structure -Basement

W10X33

1' - 0"

1' - 6"

1' - 0"

13' - 2"

Date

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A104.0

5/11/2020 4:29:35 PM

T.O.F. -10' - 0"

3' - 10"

1' - 6"

1' - 0"

Bearing Footing - 36" x 12" EL.-11' - 0"

3

1' - 3" 18' - 0"

W10X33

W10X33

W10X33

22' - 9"

23' - 9"

13' - 10 1/2" 3' - 0" 1' - 0" 4' - 9"

3' - 0"

W10X33

1' - 6"

98"x71"x35" EL.-11' - 2"

14' - 4"

10' - 2 1/2" 4' - 11 1/2"

1' - 6"

10"

8"

3' - 7"

3' - 7"

15' - 0"

W10X33

10"

1' - 6"

No. Description

Bearing Footing - 36" x 12" EL.-11' - 0"

W10X33

10" 1' - 6"

10' - 6"

1' - 3"

1' - 2"

1' - 2"

1' - 2"

1' - 2"

1' - 6"

4' - 0"

8' - 7 1/2"

10' - 6"

1' - 6"

13' - 2" 1' - 1' 3"- 1' 6"- 3"

18' - 0"

10' - 11 1/2"

3' - 10"

1' - 6" 1' - 2"

1' - 2"

1' - 2 1/2"

W10X33

4' - 0"

1' - 3" 1' - 6"

13' - 2"

1' - 3"

1' - 6"

14' - 9"

1' - 2"

1' - 2" 1' - 2"

16' - 0"

18' - 0"

1' - 6" 1' - 1 1/2"

1' - 6"

98"x71"x35" EL.-11' - 2"

2

16' - 0"

1' - 2" 1' - 2"

16' - 0"

1' - 6"

15' - 9"

15' - 9"

16' - 9"

W10X33

T.O.F. -10' - 0"

15' - 7"

10"

Bearing Footing - 36" x 12" EL.-11' - 0"

13' - 2"

1' - 1' 3"- 1' 6"- 3"

6' - 5 1/2"

W10X33

4' - 0" 1' - 6"

W10X33

Basement 1 3/32" = 1'-0"

3' - 10"

3' - 10"

6' - 3 1/2"

4' - 0"

3' - 0 1/2"

W10X33

98"x71"x35" EL.-11' - 2"

18' - 0"

1 T.O.F. -10' - 0"

69' - 7"

T.O.F. -10' - 0"

1' - 6"

1' - 6"

6" 3' - 10"

1' - 0"

8' - 8 1/2"

W10X33

1' - 6"

1' - 6"

W10X33

Miami University


A

C

B

W10X33

W10X33 11' - 10" 6' - 0"

D

28' - 8 1/2"

5' - 10"

6' - 10 1/2"

5' - 4"

6' - 0"

E W10X33

17' - 0" 6' - 0"

4' - 6"

6' - 0"

ARCH 602

Miami University

14' - 8 1/2"

6' - 0"

5' - 1"

6' - 1"

8' - 4"

9' - 6 1/2"

W12X26

1

W10X33

UP

W10X33

W10X33

W10X33 W10X33

24BG

2

0' - 0"

W10X33

W12X26

24BG

24BG

W10X33

26' - 10"

24BG

Project number Date Drawn by Checked by

W10X33

UP

Scale

24BG

24BG

0' - 0"

Project Number Issue Date Author Checker

3/32" = 1'-0"

DN

Structure Level -1

W10X33

W12X26

9' - 5"

9' - 3"

W10X49

5' - 4"

6' - 0"

W10X33 18' - 11"

DN

6' - 0"

4 4' - 6"

W10X33 21' - 10"

Refer to Electrical drawings for details

Level 1 1 3/32" = 1'-0"

3

22' - 2"

24BG

6' - 0"

9' - 0"

5' - 10"

DN

5' - 4"

24BG

7' - 3"

6' - 10 1/2"

24BG 5' - 1"

-2' - 3 1/2"

5' - 10"

W10X33

W12X26

W10X33

6' - 0"

Date

24BG 24BG

24BG

24BG

24BG

7' - 3 1/2"

24BG

24BG

3' - 0"

24BG

W12X26

20' - 0"

No. Description

Refer to Mechanical Drawing for Details

6' - 0"

6' - 0"

5' - 1"

6' - 1"

8' - 4"

W10X33 17' - 0"

14' - 8 1/2"

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A104.1

5/11/2020 4:29:36 PM

10' - 5 1/2"

Saumyabrata Roy

W10X33


A

C

B W10X33

6' - 0"

D W10X33

5' - 10"

6' - 9"

6' - 9"

7' - 8"

7' - 6 1/2"

E W10X33

8' - 2 1/2"

8' - 9 1/2"

ARCH 602 Saumyabrata Roy

W10X33

6' - 2 1/2"

Miami University

8' - 3"

1 2

e El

DN

c2

14' - 0"

El e

20' - 0"

c1

A102.E4

UP

1

3

e El

W10X33

W10X33

c3

W10X33

20' - 0"

W10X33

W10X33

2 No. Description

Date

20' - 0"

W10X33

24BG

24BG

W10X33

24BG

24BG

24BG

24BG

24BG

20' - 0"

W12X26

24BG

UP

24BG

14' - 0"

W10X33

W10X33

6' - 10"

W10X33

24BG

3 Project number Date Drawn by Checked by

14' - 0"

27' - 0"

24BG

UP

Scale

W10X33

Level 2 3/32" = 1'-0"

Refer to Mechanical Drawing for Details

W10X33

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A104.2

5/11/2020 4:29:38 PM

W10X33

Refer to Electrical drawings for details

1

3/32" = 1'-0"

Structure Level -2

W10X33

4 W10X33

Project Number Issue Date Author Checker

24BG

20' - 2"

5' - 6"

6' - 9"

24BG

DN 5' - 10"

6' - 9"

8' - 10"

27' - 2"

5' - 10"

W12X26

6' - 0"


A

C

B

D

ARCH 602

E

Saumyabrata Roy W10X33

26' - 0"

28' - 8 1/2"

9' - 2 1/2"

W10X33

2' - 11 1/2"

W10X33 14' - 8 1/2"

17' - 0"

6' - 0"

6' - 0"

4' - 6 1/2"

8' - 1 1/2"

8' - 10"

5' - 11"

W10X33

Miami University

8' - 7 1/2"

6 X2 12

W10X33

c3

10' - 5 1/2"

W10X33

20' - 0"

c2 El e

3

W

1' - 0"

c1

1

e El 45.0

W10X33

W12X26

24BG

W12X26

24BG

W12X26

24BG

3 24BG

W10X33 7' - 9 1/2"

Scale

27' - 0"

24BG

24BG

26' - 0"

Level 3 1 3/32" = 1'-0"

W10X33

3/32" = 1'-0"

Structure Level -3

W10X33

W12X26

4 9' - 3 1/2"

Project Number Issue Date Author Checker

90 .0 0°

8' - 10"

5' - 10"

5' - 6"

24BG

DN

Project number Date Drawn by Checked by

7' - 9 1/2"

24BG

24BG

2"

24BG 9' - 3 1/2"

24BG

W10X33

W12X26

6' - 8 1/2"

9' - 6"

9' - 0"

20' - 0"

12 X2 6

24 BG

W

6' - 0"

W12X26

1"

7' - 11"

8'

1/

6' - 0"

24BG

24BG

W10X33

W10X33

5

6' - 1"

9' - 7 1/2"

W10X33

Date

3'

6' - 10"

BG 24

6 X2 12

5' - 6"

No. Description

24 BG

DN

W

5' - 10"

24 BG

6' - 1"

BG 24

W10X33

2

7' - 9 1/2"

7' - 6"

6' - 6 1/2"

W10X33

8' - 1 1/2"

8' - 10"

W10X33

5' - 11"

8' - 7 1/2"

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A104.3

5/11/2020 4:29:39 PM

W10X33

DN 20' - 0"

e El A102.E4

1

24BG

2

W10X33

24BG

24BG

W12X26


A

C

B

D W10X33

11' - 11" 8' - 7"

3' - 7"

17' - 0"

6' - 0"

6' - 0"

6'

Miami University

8' - 10"

1 20' - 0"

24BG

c2 El e

" -3

e El

W10X33

W10X33

24 BG

BG 24

c3

6 X2 12

24 BG

5' - 11"

W

' 13

20' - 0"

8' - 10"

24BG

0"

3

W10X33 8' 1"

8'

24 BG

6' 4"

BG 24

7'

6' - 1"

2

W12X26

" 11

No. Description

1/

20' - 0"

W10X33

"

3

-2

8'

8'

1"

24BG

2"

Project number Date Drawn by Checked by

1/

24BG

1

W10X33

5'

8' 8'

-7

"

5' - 6"

2"

24BG

-8

"

6' - 10"

W12X26

W10X33 24BG

6

W12X26

Date

11 " 10 -4

"

24BG

W10X33 6'

3'

W12X26

2"

24BG

'-

W

24 BG

24 BG

1/

W12X26

7"

6 X2 12

8

13' - 11"

7'

W 9'

W10X33

12 X2 6

0"

39' - 0" 20' - 0"

14' - 8 1/2"

39' - 0"

c1

1

8' - 1 1/2"

Saumyabrata Roy

W10X33

24BG

7'

e El A102.E4

4' - 6 1/2"

ARCH 602

W12X26

3"

2

W10X33

W10X33

W10X33

28' - 8 1/2"

11' -W10X33 11"

E

Project Number Issue Date Author Checker

27' - 0"

Scale

1 14

'-

Structure Roof

9' - 6"

9' - 3 1/2"

W10X33

7' - 9 1/2"

7' - 6"

6' - 6 1/2"

W10X33

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

Roof 1 3/32" = 1'-0"

4 8' - 1 1/2"

8' - 10"

W10X33

5' - 11"

39' - 0"

8' - 6"

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A104.4.R

5/11/2020 4:29:40 PM

8' - 10"

W10X33

W12X26

W10X33

3/32" = 1'-0"

1/ 2"

24BG

24BG

24BG 24BG

24BG

5' - 10"

27' - 2"

24BG


the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

General Notes

2 A105.9.2

Sim

Sim

2

12 10

9

14 12

15

13

10 8

11

-5' - 0"

13

7' - 3 1/2"

11

20' - 0"

7

11

9

12

16

14

6

10

8

13

17

15

5

9

7

14

18

16

4

8

6

Stair Long section south 3/16" = 1'-0"

4

15

19

17

3

7

5

No. Description

Project number Date Drawn by Checked by Scale

A105.1 5/11/2020 4:29:42 PM

1 A105.9.2

25 R @ 0' - 6 23/32" 18 R @ 0' - 6 21/32"

19' - 0" 12' - 8 1/2" 12' - 3 1/2" 5' - 0"

1 A105.9.2

22 R @ 0' - 6 17/32"

Sim

16

20

18

2

6

4

17

21

19

1

5

3

18

22

20

4

2

23

21

3

1 24

22

2

25

1

168

120

103

142

Basement Foundation Level -14' - 4 17/32"

Basement -10' - 0"

Level 1 0' - 0"

Level 2 14' - 0"

Level 3 26' - 0"

Roof 39' - 0"

ARCH 602

Saumyabrata Roy Miami University

Date

Project Number Issue Date Author Checker

3/16" = 1'-0"

South Stair Detail ( Section)


General Notes

ARCH 602

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

7' - 3 1/2"

8' - 7 1/2"

1' - 2" 16

2

15

3

14

4

13

5

12

8

3 1/2"

3' - 4"

3' - 9" 3' - 4"

2

23

3

21

22

4

20

2

5

19

3

6

18

4

19

7

17

5

18

8

16

6

DN

22

UP 1

17

9

15

7

16

10

14

8

15

11

13

9

14

12

12

10

9

3' - 4"

WC

WC

Project number Date Drawn by Checked by Scale

4

2

2

A105.1

A105.1

A105.1

2

South Stair Plan Level 1 (Call out ) 3/16" = 1'-0"

3

3/16" = 1'-0"

South Stair Detail ( Plan )

2

South Stair Plan Basement (Call out ) 1 3/16" = 1'-0"

Project Number Issue Date Author Checker

11

3' - 4"

4

4

11' - 6"

24

WC

13

-10' - 0"

3' - 6 1/2"

UP1

DN21

Date

7' - 3 1/2"

25

20

7

10

120

3' - 4"

WC

6

11

WC

167

17

UP1

3' - 4"

No. Description

103

9"

18

3' - 4"

7' - 0"

3' - 9"

-10' - 0" 4' - 6"

11' - 6"

8' - 1"

168

3' - 4"

7' - 7 1/2"

7' - 6"

WC

South Stair Plan Level 2 (Call out ) 3/16" = 1'-0"

A105.2

5/11/2020 4:29:43 PM

2 1/2"

Miami University

B

B

B

Saumyabrata Roy


1

3' - 4"

DN 22

2

23

21

3

22

UP

1

3' - 4"

8' - 0" 5 1/2"

20

1

20

2

19

3

18

4

17

5

16

6

15

7

14

19

5

20

3

18

6

19

4

17

7

18

5

16

8

17

6

15

9

16

7

14

10

15

8

13

8

13

11

14

9

12

9

12

15' - 4"

18' - 4"

11

2

Project number Date Drawn by Checked by Scale

Project Number Issue Date Author Checker

3/16" = 1'-0"

North Stair Detail (Plan)

7' - 1 1/2"

1' - 1"

3' - 11"

7' - 1 1/2"

2' - 10"

11

4' - 1"

10

9"

3' - 2"

10

9"

15' - 4"

18' - 4"

4' - 2" 9"

3' - 2" 9"

7' - 6"

WC

10' - 10 1/2"

2

13

Date

22

21

12

No. Description

DN21

4

WC

Miami University

3' - 4"

18' - 4"

24

26

3' - 6"

3' - 5"

8' - 0" 5 1/2"

3' - 4"

1' - 5" 1' - 9"

25

25 5' - 3"

3' - 4"

UP1

WC

1' - 5" 1' - 9"

4' - 9 1/2"

5 1/2"

Saumyabrata Roy

1

3' - 5"

3' - 4"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

E

1

6

7' - 8"

ARCH 602

E

E

2' - 10"

General Notes

2

2

135 WC

WC

1

1

1

A105.4

A105.4

A105.4

North Stair Plan Level 1 ( Callout) 1 3/16" = 1'-0"

2

North Stair Plan Level 2 ( Callout) 3/16" = 1'-0"

3

North Stair Plan Level 3 ( Callout) 3/16" = 1'-0"

A105.3

5/11/2020 4:29:44 PM

WC


the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

General Notes

Stair Long section North 3/16" = 1'-0"

No. Description

Project number Date Drawn by Checked by Scale

A105.4 5/11/2020 4:29:46 PM

1

2

1

26 25

4' - 8 1/2" 12' - 0" 14' - 0"

Sim

Sim

Basement -10' - 0"

2 A105.9.2

Level 1 0' - 0"

Level 2 14' - 0"

Level 3 26' - 0"

Roof 39' - 0"

1 A105.9.2

ARCH 602

Saumyabrata Roy Miami University

Date

Project Number Issue Date Author Checker

3/16" = 1'-0"

North Stair Detail (Section)


A

ARCH 602

B

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

1 2

A102.S3

3

e El

17' - 5"

c3

4'

Miami University

" 10

0째

c2 El e

1

45.0

c1

2" 1/

135 .00 째

e El A102.E4

10

2' - 2"

4'

1' - 0"

Saumyabrata Roy

135 .00 째

G1

5' - 2"

6' - 10 1/2"

1' - 2"

225 .00 째

' 12

7 6 5 4

0" -1

1' - 4 1/2"

6' - 4"

G1

8

No. Description

9 10 11

2

12

UP 3' - 4" 14' - 0"

1

14 15 16 17 18 19 20

"

2

13

3'

21

-4

3

Date

Project number Date Drawn by Checked by

21

Scale

Level 3 26' - 0" Anguler Stair Plan (Callout) 3/16" = 1'-0"

3/16" = 1'-0"

Angular Stair Plan + Section

2

Anguler Stair Section 3/16" = 1'-0"

A105.5

5/11/2020 4:29:47 PM

8' - 7"

1

Project Number Issue Date Author Checker


ARCH 602

A

Saumyabrata Roy

1

Miami University

A105.6

3

2

4

A102.13 7' - 6 1/2"

3 27' - 0"

12' - 0"

3' - 0"

4' - 9"

Level 2 14' - 0"

WE1 3' - 1 1/2"

Sim 3' - 7 1/2"

1 A111.1

8 1/2"

21

4' - 4"

No. Description

Date

21

DN

3' - 2"

2' - 9"

146

4' - 8" 0' - 0"

21

4' - 5 1/2"

-1' - 0"

21

Level 1 0' - 0"

12' - 0"

-2' - 3"

21

Project number Date Drawn by Checked by Scale

6' - 11"

General Notes

7' - 11 1/2"

1

2

3/16" = 1'-0"

Outside Ramp Detail

4 4" 8 1/2"

Project Number Issue Date Author Checker

Outer Ramp PLan detail 3/16" = 1'-0"

Outer Rmap section 3/16" = 1'-0"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A105.6

5/11/2020 4:29:49 PM

WE2

11' - 7 1/2"

21


Full wall Section 3/16" = 1'-0"

Sim

Roof 39' - 0"

Basement Foundation Level -14' - 4 17/32"

Basement -10' - 0"

Level 1 0' - 0"

Level 2 14' - 0"

Level 3 26' - 0"

No. Description

Project number Date Drawn by Checked by Scale

A105.7 5/11/2020 4:29:50 PM

1

2 A105.9.2

3 A105.9.1

R-38 Batt Insulation

R-38 Batt Insulation

3" Rigid Insulation

Air Barrier

Standard Brick - 3/8" Joint

13' - 7 1/2" 12' - 0" 14' - 0"

4' - 4 1/2" 7 1/2" 0" 4' - 0" 9' - 0"

1 A105.9.2

E

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

General Notes

ARCH 602

Saumyabrata Roy Miami University

Date

Project Number Issue Date Author Checker

3/16" = 1'-0"

Wall Sections with Openings


Wall section with openings 3/16" = 1'-0"

Sim

Sim

Level 1 0' - 0"

Level 2 14' - 0"

Level 3 26' - 0"

Roof 39' - 0"

Basement -10' - 0"

No. Description

Project number Date Drawn by Checked by Scale

A105.8 5/11/2020 4:29:52 PM

1

2 A105.9.2

11' - 0" 10' - 0"

5 A105.9.1

3' - 0"

3' - 0"

6' - 0"

3' - 1"

2' - 11 1/2"

6' - 0"

4' - 7 1/2"

4' - 4 1/2"

6"

1 A105.9.2

1

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

General Notes

ARCH 602

Saumyabrata Roy Miami University

Date

Project Number Issue Date Author Checker

3/16" = 1'-0"

Wall Section Type without openings


E

ARCH 602

Standard Brick - 3/8" Joint

Saumyabrata Roy Air Barrier

Miami University

R-38 Batt Insulation

Brick Veneer

Level 2 14' - 0"

4" Concrete Topping

Level 3 26' - 0"

Anguler L section Lintel

1.5 MR 17 Composite Metal Deck

Spandrel Glass

Gypsum False Cieling

Square Edge (3/4 x 12 x 12)

E

Aluminium Frame Vision Glass

No. Description

Date

R-38 Batt Insulation

R-15 Batt Insulation

Standard Brick - 3/8" Joint Project number Date Drawn by Checked by

Air Barrier

5 3" Rigid Insulation

Caurtain Wall opening Detail 1/2" = 1'-0"

Scale

Wall joint 1/2" = 1'-0"

1/2" = 1'-0"

Detail Sections 1

R-38 Batt Insulation

General Notes

3

Exterior Wall Section 1/2" = 1'-0"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A105.9.1

5/11/2020 4:29:53 PM

1

Project Number Issue Date Author Checker


E

ARCH 602

E

Saumyabrata Roy Miami University Concrete Parapet Cap

Air Gap

Brick Veneer

Horizontal Re-Inforcement @ 2' oc Water Proofing Membrene Key

EPDM Layer Cocrete Slab 6" - Cast in Situ Rigid Insulation Boards

EPDM Layer

No. Description

Date

Compressed Sand Fill 2"

Roof 39' - 0"

Basement -10' - 0" Metal Decking

Project number Date Drawn by Checked by

Gypsum False Cieling

Concrete Wall footing

Drainage Pipe

Footing Joint Detail 2 1/2" = 1'-0"

1/2" = 1'-0"

Details Section 2

General Notes the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

A105.9.2

5/11/2020 4:29:54 PM

Perapet detail 1 1/2" = 1'-0"

Scale

Project Number Issue Date Author Checker


General Notes

A

C

B

D

E

1

Saumyabrata Roy Miami University

Ext

Ext

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602

Ext Party room

No. Description

2

Date

Ext Emergency Exit Light

Pendant LED Hanging Light

Restaurant

8 Inch Dia LED Panel Light

Box type LED light

Ext

3

Electrical Connection Wire

Mngr Room

Ext

Electrical Switch Board

Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

Scale As indicated

Ext

Storage

Electrical Fixture Legends 1/4" = 1'-0" ele. room

Air in + Air out Duct Line Mech room

Reflected Ceiling Plan Level -1

Active Chilled Beam Unit

Toilet Exhaust Fan Unit

4

MEP legends 3/16" = 1'-0" 1

Level 1 3/32" = 1'-0"

A106.1

5/11/2020 4:29:55 PM

Mechanical Shaft 3'0" x 3'0"


1 A102.S2

A

C

B

D

E

General Notes

1 A102.S3

Ext

1

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602 Saumyabrata Roy Miami University

Off. Lounge Room

2

Office

No. Description 1

Date

Ext

A105.4

Emergency Exit Light

Pendant LED Hanging Light

3

8 Inch Dia LED Panel Light

Store

Box type LED light Storage

Ext

Electrical Connection Wire

Electrical Switch Board

ele. room

Electrical Fixture Legends 1/4" = 1'-0"

Conf. Big

Air in + Air out Duct Line

Mech Room

4

Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

Scale As indicated

Reflected Ceiling Plan Level -2

Active Chilled Beam Unit

2

Toilet Exhaust Fan Unit

A105.1

Level 2 1 3/32" = 1'-0"

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

MEP legends 3/16" = 1'-0"

A106.2

5/11/2020 4:29:57 PM

Mechanical Shaft 3'0" x 3'0"


A

C

B

D

General Notes

E

Ext

Saumyabrata Roy Miami University

Office

Principle Arch

Design room

1

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602

2 No. Description

Date

Ext

Conf 2

Emergency Exit Light

Pendant LED Hanging Light

8 Inch Dia LED Panel Light

3 Mat Lib.

Box type LED light

Project Number Issue Date Author Checker

Ext

Electrical Connection Wire

Project number Date Drawn by Checked by

Storage

Electrical Switch Board

Scale As indicated

Conf 1

ele. room

Int lib.

Electrical Fixture Legends 1/4" = 1'-0" Air in + Air out Duct Line

Mech. Room

4

Reflected Ceiling Plan Level -3

Active Chilled Beam Unit

Toilet Exhaust Fan Unit

1

Level 3 3/32" = 1'-0"

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

MEP legends 3/16" = 1'-0"

A106.3

5/11/2020 4:29:58 PM

Mechanical Shaft 3'0" x 3'0"


1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

7' - 0" 7' - 0" 7' - 0" 6' - 8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 6' - 8" 7' - 0" 7' - 0" 7' - 0" 6' - 8" 7' - 0" 7' - 0" 6' - 8" 6' - 8" 6' - 8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 6' - 8" 6' - 8" 6' - 8"

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 0' - 1 3/4" 0' - 2" 0' - 2" 0' - 2" 0' - 1 3/4" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 0' - 2" 0' - 2"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 6' - 8" 7' - 0" 7' - 0"

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 0' - 1 3/4" 0' - 1 3/4"

Width 3' - 0" 3' - 0" 3' - 0" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 2' - 10" 6' - 0" 3' - 0" 3' - 0" 2' - 6" 3' - 0" 3' - 0" 2' - 6" 2' - 6" 2' - 6" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 4' - 6" 2' - 6" 2' - 6" 2' - 10" 4' - 10 1/2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 3' - 0" 3' - 0"

Level

Mark

Level 2 Level 2 Level 2 Level 2 Level 2 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3 Level 3

173 177 179 180 186 26 142 145 152 153 154 155 156 157 159 160 161 174

C1020 C1020 C1020 C1020 C1020 C1020 C1020 C1020 B2030200 B2030200 B2030200 B2030200 B2030200 B2030200 B2030200 B2030200 B2030200 C1020

Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

6' - 0"

Head Height 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 6' - 8"

3' - 0"

Thickness 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 3' - 0"

Width 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 10" 3' - 0" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 2' - 6"

Saumyabrata Roy Miami University

No. Description

Project number Date Drawn by Checked by Scale

6' - 4"

3' - 4"

Door Legends 1/4" = 1'-0"

3' - 4"

3' - 0"

Date

Project Number Issue Date Author Checker

1/4" = 1'-0"

Door Schedules And legends

6' - 11"

89 90 103 130 131 133 137 150 158

B2030200 B2030200 B2030200 C1020 B2030100 B2030100 B2030100 B2030100 B2030200 C1020 B2030200 C1020 C1020 C1020 B2030200 C1020 C1020 C1020 C1020 B2030200 B2030200 B2030200 B2030200 B2030200 C1020300 C1020 C1020 C1020 B2030100 B2030200 B2030200 B2030100 B2030200 B2030200 B2030200 C1020 B2030200 B2030200

Thickness

ARCH 602

7' - 4"

167 168 169 178 181 182 183 184 2 6 55 111 112 117 120 123 129 134 135 146 162 163 164 165 171 175 176 25

Count

Assembly Code

7' - 4"

Basement Basement Basement Basement Basement Basement Basement Basement Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2

Mark

Head Height

7' - 4"

Level

Assembly Code

Door Schedule 2

A108.3

5/11/2020 4:29:59 PM

Door Schedule 2


A

C

B

D

E

ARCH 602

General Notes

1 Geothermal Plant Mechines

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Saumyabrata Roy Miami University

2 No. Description

Date

Water Reservoir

Water Heater

3 Project number Date Drawn by Checked by Scale

Project Number Issue Date Author Checker

3/32" = 1'-0"

UP

BasementPlumbing Layout

4 Geothermal Well loaction

KitchenSink Refer to Electrical drawings for details

Bathroom Sink

Refer to Mechanical Drawing for Details

1

Basement Plumbing 3/32" = 1'-0"

Plumbing Legends 3/32" = 1'-0"

A109.0

5/11/2020 4:30:00 PM

Water Closet


A

C

B

D

E

ARCH 602

General Notes

73' - 6"

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

1 UP

Saumyabrata Roy Miami University

2 No. Description

Date

Sim

68' - 8"

68' - 8"

1 A109.5

3 Project number Date Drawn by Checked by

DN

Project Number Issue Date Author Checker

UP

Scale

3/32" = 1'-0"

DN

DN

Level -1 Plumbing Layout

4 Geothermal Well loaction

KitchenSink Refer to Electrical drawings for details

Bathroom Sink

Refer to Mechanical Drawing for Details

1

Level 1 -plumbing 3/32" = 1'-0"

Plumbing Legends 3/32" = 1'-0"

A109.1

5/11/2020 4:30:01 PM

Water Closet


A

C

B

D

E

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

1 2

DN

e El

UP

Saumyabrata Roy Miami University

El e

c2

c1

A102.E4

ARCH 602

General Notes

1

3

e El c3

2

No. Description

Date

Sim 1 A109.5

3

Project number Date Drawn by Checked by Scale

DN

UP

Project Number Issue Date Author Checker

3/32" = 1'-0"

Level -2 Plumbing Layout

4 Geothermal Well loaction

KitchenSink Bathroom Sink

Level 2 Plumbing 1 3/32" = 1'-0"

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

Plumbing Legends 3/32" = 1'-0"

A109.2

5/11/2020 4:30:03 PM

Water Closet


A

C

B

D

E

1 2

DN

e El

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Saumyabrata Roy Miami University

El e

c2

c1

A102.E4

ARCH 602

General Notes

1

3

e El c3

2 No. Description

3

Project number Date Drawn by Checked by Scale

DN

Date

Project Number Issue Date Author Checker

3/32" = 1'-0"

Level -3 Plumbing Layout

4

Geothermal Well loaction Water Closet KitchenSink

1

Level 3 Plumbing 3/32" = 1'-0"

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

Plumbing Legends 3/32" = 1'-0"

A109.3

5/11/2020 4:30:04 PM

Bathroom Sink


E

D

D

ARCH 602

E

Saumyabrata Roy Miami University

Level 3 26' - 0"

WC

3' - 0"

WI1

5" 2' - 6" 6' - 2"

Date

7 1/2"

7 1/2"

1' - 3"

6' - 1 1/2"

4' - 9 1/2"

4' - 7 1/2"

1' - 11"

WE1

WI2

179

Project number Date Drawn by Checked by Scale

Project Number Issue Date Author Checker

1/4" = 1'-0"

Toilet Detail

5"

137

WI2

5' - 0" 2' - 6"

2' - 8"

5"

6 1/2"

2' - 7"

1' - 6"

90

3' - 4"

6' - 3"

11' - 0"

No. Description

A102.13 A109.5

1' - 10 1/2"

3' - 1 1/2"

14' - 0"

2 1

6' - 9"

1' - 10 1/2"

WI1

5' - 11"

1' - 6 1/2"1' - 4 1/2"

14' - 4"

2' - 10"

4' - 5"

6 1/2"

1' - 6"

9' - 0" 3' - 0"

1' - 4 1/2"

2' - 9"

2

WI3

Level 2 14' - 0"

2' - 5"

180 16' - 1"

5' - 6"

12' - 0"

89

WI2 3' - 4"

1' - 3"

3"

1' - 10 1/2"

3' - 4"

2' - 9"

3' - 6"

4' - 9 1/2" 4' - 1 1/2"

1' - 11"

4" 1' - 0"

1' - 10 1/2"

2' - 10"

3

2

Toilet Elevation 1/4" = 1'-0"

WI1

1

Toilet Detail (Plan) 1/4" = 1'-0"

WI2

WI1

A109.5

5/11/2020 4:30:05 PM

Level 1 0' - 0"


A

B

C

D

General Notes

E

1

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602 Saumyabrata Roy Miami University

2 No. Description

3

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale As indicated

Basement HVAC Layout Air in + Air out Duct Line

4

Active Chilled Beam Unit

Mechanical Shaft 3'0" x 3'0"

1

Basement Mechanical Layout 3/32" = 1'-0"

MEP legends 3/16" = 1'-0"

A110.0

5/11/2020 4:30:07 PM

Toilet Exhaust Fan Unit


A

C

B

D

E

General Notes

1

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602 Saumyabrata Roy Miami University

2 No. Description

3 Air in + Air out Duct Line

Active Chilled Beam Unit

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale As indicated

Toilet Exhaust Fan Unit

Mechanical Shaft 3'0" x 3'0"

Level -1 HVAC Layout

4

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

1

Level 1 Mechanical Layout 3/32" = 1'-0"

A110.1

5/11/2020 4:30:08 PM

MEP legends 3/16" = 1'-0"


A

C

B

D

General Notes

E

1 2

e El

Saumyabrata Roy Miami University

El e

c2

c1

A102.E4

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602

1

3

e El c3

2 No. Description

3

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale As indicated

Air in + Air out Duct Line

Active Chilled Beam Unit

Level -2 HVAC Layout

Toilet Exhaust Fan Unit

4

Refer to Electrical drawings for details Refer to Mechanical Drawing for Details

Level 2 Mechanical layout 1 3/32" = 1'-0"

MEP legends 3/16" = 1'-0"

A110.2

5/11/2020 4:30:10 PM

Mechanical Shaft 3'0" x 3'0"


A

C

B

D

E

1

General Notes

ARCH 602

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

Saumyabrata Roy Miami University

2 No. Description

Date

3 Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

Scale As indicated

Air in + Air out Duct Line

Level -3 HVAC Layout

Active Chilled Beam Unit

4

Toilet Exhaust Fan Unit

Refer to Electrical drawings for details

Level 3 Mechanical Layout 1 3/32" = 1'-0"

Refer to Mechanical Drawing for Details

MEP legends 3/16" = 1'-0"

A110.3

5/11/2020 4:30:12 PM

Mechanical Shaft 3'0" x 3'0"


ARCH 602 Saumyabrata Roy Miami University

No. Description

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale

A110.4

5/11/2020 4:30:13 PM

HVAC Type Chilled Beam


A

C

B

D

E

General Notes

1

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602 Saumyabrata Roy Miami University

2 No. Description

Project number Date Drawn by Checked by

Ext

Ext

3

Date

Project Number Issue Date Author Checker

Scale As indicated Ext Emergency Exit Light

Pendant LED Hanging Light

4

Basement Electric Fixture Layout

8 Inch Dia LED Panel Light

Box type LED light

Electrical Switch Board Refer to Electrical drawings for details

1

Basement Electrical Layout 3/32" = 1'-0"

Refer to Mechanical Drawing for Details

Electrical Fixture Legends 1/4" = 1'-0"

A110.5.0

5/11/2020 4:30:14 PM

Electrical Connection Wire


A

C

B

D

E

General Notes

1 Ext

Ext

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602 Saumyabrata Roy Miami University

Ext Party room

2 No. Description

Date

Restaurant

Ext

3 Project number Date Drawn by Checked by

Ext

Mngr Room

Ext

Storage

Project Number Issue Date Author Checker

Scale As indicated ele. room

Ext Emergency Exit Light

Mech room

4

Level 1 Electric Fixture Layout

Pendant LED Hanging Light

8 Inch Dia LED Panel Light

Electrical Connection Wire Refer to Electrical drawings for details Electrical Switch Board Refer to Mechanical Drawing for Details

1

Level 1 Electrical Layout 3/32" = 1'-0"

Electrical Fixture Legends 1/4" = 1'-0"

A110.5.5

5/11/2020 4:30:15 PM

Box type LED light


A

C

B

D

General Notes

E

1 Ext Ext

Ext

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602 Saumyabrata Roy Miami University

Ext

Off. Lounge Room

2

No. Description

Office

Date

Ext

3

Project number Date Drawn by Checked by

Ext

Store

Project Number Issue Date Author Checker

Ext

Storage

Scale As indicated ele. room

Ext Conf. Big

Emergency Exit Light

Level 2 Electric Fixture Layout

Pendant LED Hanging Light Mech Room

4

8 Inch Dia LED Panel Light

Electrical Connection Wire

Electrical Switch Board Refer to Electrical drawings for details

1

Level 2 Electrical layout 3/32" = 1'-0"

Refer to Mechanical Drawing for Details

Electrical Fixture Legends 1/4" = 1'-0"

A110.5.6

5/11/2020 4:30:17 PM

Box type LED light


A 1'

E

General Notes

These Pendant lights are to be Hung at diffrent hights Refer to architect for details

1"

1"

1 Ext

3'

3'

D

4' " 11

Principle Arch

1'

9"

2" 1/

9"

Design room

-4 3'

C

B

the contractor shall verify all conditions and dimensions shown on the drawings at the job site and notify the architect of all discrepancies, omissions and conflicts before bidding. the contractor shall visit the site and be knowledgeable of conditions thereon. he or she shall investigate, verify, and be responsible for all conditions of the project and shall notify the architect of any site conditions requiring modification before proceeding with the work.

ARCH 602 Saumyabrata Roy Miami University

4' 4'

Office

7" 7" 4' 7"

2 '14

No. Description

Date

Conf 2

7"

3

Ext

Mat Lib.

Project number Date Drawn by Checked by

Storage

Project Number Issue Date Author Checker

Scale As indicated Conf 1

ele. room

Int lib.

Ext Emergency Exit Light

Level 3 Electric Fixture Layout

Mech. Room

4

Pendant LED Hanging Light

8 Inch Dia LED Panel Light

Electrical Connection Wire Refer to Electrical drawings for details Electrical Switch Board Refer to Mechanical Drawing for Details

Level 3 Electrical Layout 1 3/32" = 1'-0"

Electrical Fixture Legends 1/4" = 1'-0"

A110.5.7

5/11/2020 4:30:19 PM

Box type LED light


ARCH 602 Saumyabrata Roy Miami University

7 1/2"

3' - 4"

Roof 39' - 0"

Date

3 1/2"

6' - 0 1/2"

No. Description

Project number Date Drawn by Checked by

2' - 8 1/2"

Scale

Project Number Issue Date Author Checker

1/2" = 1'-0"

Window +Solar Spec

1

Typical Window Detail (Elevation) 1/2" = 1'-0"

A111.1

5/11/2020 4:30:21 PM

Level 3 26' - 0"


ARCH 602 Saumyabrata Roy Miami University

3' - 11"

Roof 39' - 0"

Date

6' - 0"

No. Description

Project number Date Drawn by Checked by

3' - 1"

Scale

Project Number Issue Date Author Checker

1/2" = 1'-0"

Solar Panel Specification

1

Wall mounted Solar panels 1/2" = 1'-0"

A111.2

5/11/2020 4:30:23 PM

Level 3 26' - 0"


ARCH 602 Saumyabrata Roy Miami University

No. Description

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale

A112.1

5/11/2020 4:30:24 PM

Sefaira Title Page


ARCH 602 Saumyabrata Roy Miami University

No. Description

Level 1 Daylight Factor

Date

Level 2 Daylight Factor

Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

Scale

Level 3 Daylight Factor

A112.2

5/11/2020 4:30:25 PM

Sefaira Daylight FActor


ARCH 602 Saumyabrata Roy Miami University

No. Description

Date

Level 2 Daylight Vizualization Level 1 Daylight Vizualization

Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

Scale

Level 3 Daylight Vizualization

A112.3

5/11/2020 4:30:26 PM

Sefaira Daylight Vizualization


South Wall

West Wall

ARCH 602 Saumyabrata Roy Miami University

No. Description

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale

PV Watts Power generation

A112.4

5/11/2020 4:30:26 PM

Roof


ARCH 602 Saumyabrata Roy Miami University

No. Description

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale

A113.1

5/11/2020 4:30:27 PM

Project Proposal Page 1-2


ARCH 602 Saumyabrata Roy Miami University

No. Description

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale

A113.2

5/11/2020 4:30:28 PM

Project Proposal Page 3-4


ARCH 602 Saumyabrata Roy Miami University

No. Description

Project number Date Drawn by Checked by

Date

Project Number Issue Date Author Checker

Scale

A113.3

5/11/2020 4:30:28 PM

Project Proposal Page 5-6


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