ARCH 602 Saumyabrata Roy Miami University
No. Description
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1" = 80'-0"
A101.0
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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
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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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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
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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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Saumyabrata Roy Miami University
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Off. Lounge Room
2
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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4
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Saumyabrata Roy Miami University
Office
Principle Arch
Design room
1
No. Description
Date
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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Saumyabrata Roy Miami University
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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
E
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
1
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Saumyabrata Roy Miami University
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
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