GENRAL 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.
DESIGN INC.
A-009 NEW DELHI INDIA
ONE EAST HIGH ST Oxford, Ohio, 45056 Cover DATE-
DATE OF ISSUEIssue Date
12/12/20
REVISION-
SHEET NO
A 101.0
SCALE-
3/16"
DRAWN BYADITYA
= 1'-
O"
CHECKED BY-
-
GENRAL 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.
Sheet Number A101.0 A 101.1 A101.2 A 101.3 A101.4 A 101.5 A101.6 A101.7 A101.8 A102.0 A 102.1 A102.2 A102.3 A102.4 A103.0 A 103.1 A103.2 103.2a A 108.1 A103.3 103.3a A103.4 A104.0 A104.1 A104.2 A104.3 A104.4 A104.5 A 105.1 A105.2
Sheet List Sheet Name Cover Sheet List Genral Notes Site Information Universal Design Life Safety Plan - Basement Life Safety Plan- Level 1 Life Safety Plan- Level 2 Life Safety Plan- Level 3 Presentaion Plan Level - Basement Presentaion Plan Level - 1 Presentaion Plan Level - 2 Presentaion Plan Level - 3 Presentaion Plan Level - 4 Construction Plan - Level - Basement Construction Plan - Level - 1 Construction Plan - Level - 2 Level 2 - Glass DADO Door Schedule Construction Plan - Level - 3 Level 3 - Glass DADO Construction Plan - Level - 4 Foundation Structure - Basement Structure - Level - 1 Structure - Level - 2 Structure - Level - 3 Structure - Level - 4 Structure - Roof North Stair - Plan and Section South Stair - Plan and Section
Sheet Number A105.4 A105.6 A103.6 A103.7 A103.8 A103.10 A103.11 A 110.0 A 110.1 A110.2 A110.3 A110.4 A 111.0 A111.1 A 111.2 A 111.3 A111.4 A106.0 A106.1 A106.2 A106.3 A106.4 A109.0 A 109.1 A109.2 A109.3 A109.5 A109.4 A105.7
Sheet List Sheet Name Wall Section Exterior Wall Details North Elevation West Elevation South Elevation Section 1 Section - 2 HVAC Layout - Basement HVAC Layout - Level - 1 HVAC Layout - Level - 2 HVAC Layout - Level - 3 HVAC Specification for the plant Electric Fixture Layout - Basement Electric Fixture Layout - Level - 1 Electric Fixture Layout - Level - 2 Electric Fixture Layout - Level - 3 Electric Fixture Layout - Level - 4 RCP - Basement RCP - Level - 1 RCP - Level - 2 RCP - Level - 3 RCP - Level - 4 Plumbing Layout - Basement Plumbing Layout - Level - 1 Plumbing Layout - Level - 2 Plumbing Layout - Level - 3 Toilet Detail Plumbing Layout - Level - 4 Tesla Solar Panel Detail
DESIGN INC.
A-009 NEW DELHI INDIA
ONE EAST HIGH ST Oxford, Ohio, 45056 Sheet List DATE-
DATE OF ISSUEIssue Date
12/12/20
REVISION-
SHEET NO
A 101.1
SCALE-
3/16" = 1'- O"
DRAWN BYADITYA
CHECKED BY-
-
GENRAL NOTES 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.
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. 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.
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. 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.
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. 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. 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: ROOF: 0.437 W/m² °C (0.077 BTU/h ft² °F)
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.
DESIGN INC.
A-009 NEW DELHI INDIA
3. PROVIDE INSULATION AT ALL CONNECTION AND JOINTS TO MAINTAIN A CONSTANT U FACTOR.
11. ALL PLASTERED SURFACES SHALL BE PAINTED. 12. ALL WALL FINISHES OR CEMENT PLASTERING WORKS ARE TO BE EXTENDED 10 CM. ABOVE SUSPENDED CEILING LEVEL (ELEVATION) OR AS INDICATED.
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.
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. 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. 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.
ONE EAST HIGH ST Oxford, Ohio, 45056
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
General Notes DATE-
DATE OF ISSUEIssue Date
12/12/20
REVISION-
SHEET NO
A 101.2
SCALE-
3/16"
DRAWN BYADITYA
= 1'-
O"
CHECKED BY-
-
EASY ACCESS FOR ALL ON LEVEL 1- 4 ( UNIVERSAL ACCESS)
WHEEL CHAIR ACESSIBLE TOILETS
OFFICE FLOORS FREATURE DIRECTIONAL LIGHTING ( UNIVERSAL ACCESS)
GENRAL NOTES
10
9
8
7
6
5
4
3
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.
1
A
B
A-009 NEW DELHI INDIA
C
D
E
F
G
ONE EAST HIGH ST Oxford, Ohio, 45056
H
Air In + Air Out Duct Line Air Chilled Beam Unit (1'x4') Air Chilled Beam Unit (2'x4') Toilet Exhaust Fan Vent
HVAC Layout Basement DATE -
DATE OF ISSUE Issue Date
Mechanical Shaft 3'-0"x3'-0"
12/12/20
REVISION-
SHEET NO
A110.0
SCALE -
3/16" = 1'- 0"
DRAWN BY ADITYA
CHECKED BY -
GENRAL 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.
DESIGN INC.
A-009 NEW DELHI INDIA
ONE EAST HIGH ST Oxford, Ohio, 45056 HVAC Type Chilled Beam DATE-
DATE OF ISSUEIssue Date
12/12/20
REVISION-
SHEET NO
A110.4
SCALE-
3/16"
DRAWN BYADITYA
= 1'-
O"
CHECKED BY-
-
GENRAL 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
3
4
5
6
7
8
9
10
11
77'-6" 20'
20'
10'
10'
10'
20' 10'
10'
17'-6" 10'
A-009 NEW DELHI INDIA
7'-6"
10'
9'
Level 5 48' - 0"
12'
13'
Level 4 39' - 0"
1'-6"
7'
7'
3'
3'
7'
3'
7'
3'
7'
3'
7'
3'
13'
3'
Level 2 13' - 0"
15'
1'
4'
12'
13'
1'-3"
12'
13'
1'-3"
48'
Level 3 26' - 0"
3'-6"
Level 1 0' - 0"
3'-6" 7' 1'-6"
ONE EAST HIGH ST Oxford, Ohio, 45056
13'
1'-6"
Basement -13' - 0"
North Elevation DATE -
DATE OF ISSUE Issue Date
12/12/20
REVISION-
SHEET NO
A103.6
SCALE -
3/16" = 1'- 0"
DRAWN BY ADITYA
CHECKED BY -
TYPICAL WINDOW PANEL FACADE
GENRAL 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.
9
8
7
6
5
4
3
2
1
77'-6" 10'
10'
10'
10' Level 5 48' - 0"
Level 4 39' - 0"
Level 3 26' - 0"
51'
10'
A-009 NEW DELHI INDIA
9'
10'
20'
13'
10'
20'
13'
7'-6"
20'
Level 2 13' - 0"
13'
17'-6"
Level 1 0' - 0"
ONE EAST HIGH ST Oxford, Ohio, 45056
13'
10
Basement -13' - 0"
Section 1 DATE -
DATE OF ISSUE Issue Date
12/12/20
REVISION-
SHEET NO
A103.10
SCALE -
3/16" = 1'- 0"
DRAWN BY ADITYA
CHECKED BY -
GENRAL 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.
A
B
C
D
E
F
G
H
70' 17'-6" 7'-6"
20' 10'
10'
20' 10'
10'
12'-6" 10'
10'
A-009 NEW DELHI INDIA
2'-6"
9'
Level 5 48' - 0"
13'
Level 4 39' - 0"
13'
Level 3 26' - 0"
13'
Level 2 13' - 0"
Level 1 0' - 0"
13'
ONE EAST HIGH ST Oxford, Ohio, 45056 Basement -13' - 0"
Section 2 DATE -
DATE OF ISSUE Issue Date
12/12/20
REVISION-
SHEET NO
A103.11
SCALE -
3/16" = 1'- 0"
DRAWN BY ADITYA
CHECKED BY -
GENRAL 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.
A-009 NEW DELHI INDIA
ONE EAST HIGH ST Oxford, Ohio, 45056 Wall Details - Call outs DATE -
DATE OF ISSUE Issue Date
12/12/20
REVISION-
SHEET NO
A105.6
SCALE -
3/4" = 1'- 0"
DRAWN BY ADITYA
CHECKED BY -
GENRAL 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.
2
1
10'
2
10'
1'-6"
7'
3'
1'
UP
23
1
LVL +_ 0FT
3'-4"
1'-8" 1'-8"
4"
LVL -13FT
UP
23
18
17
16
8
9
14
10
14
10
4 5
Stringer - 2" Width
18 17
7
16
8
15
9
14
10
13
B
11
Stringer - 2" Width
12
8'-4"
C
6
23R 23 R @ 0' - 6 25/32"
11 R @ 0' - 6 25/32"
12
C
Stringer - 2" Width
2'
4'
8'-8"
7'-4" 2'
4'
8'-4"
2'-4"
2'-4"
8'-4"
D
D
13 12
11
1
2
1
10'
5
8
3'
7'
Eq. Eq. 1'
10
7'
Eq. Eq.
13 12 11
4"
6
7
9
3'
14
LVL +13FT UP
23
1
LVL + 26 FT UP
23
21
3
7
16
8
15
9
14
10 Stringer - 2" Width
8'-4"
11
17
11 R @ 0' - 6 25/32"
7
16
8
15
9
14
10 Stringer - 2" Width
8'-4"
C
6
23R 23 R @ 0' - 6 25/32"
B
11 12
C
Stringer - 2" Width
ONE EAST HIGH ST Oxford, Ohio, 45056
2'
Basement -13' - 0"
Stringer - 2" Width
18
13
12
Stringer - 2" Width
4 5
7'-4"
13
Stringer - 2" Width
6
23R 23 R @ 0' - 6 25/32"
12'-9"
11 R @ 0' - 6 25/32"
20 19
2'-4"
17
16'-5"
18
25'-1"
Stringer - 2" Width
B Stringer - 2" Width
4 5
16'-5"
20 19
2'
4'
8'-4"
2'-4"
6
3
8'-8"
5
10
13 12 11
2
21
7'-4"
4
7
8
9
14
Stringer - 2" Width
15
12'-9"
16
22
2'-4"
17
2
2'
18
22
2'
19
2'-4"
20
16'-5"
Level 1 0' - 0"
1 DN
Stringer - 2" Width
15
1'-6"
16'-5"
16
10'
1'-6"
3'-4"
17
1'-8" 1'-8"
18
4"
19
1'
20
4'
3
A-009 NEW DELHI INDIA
Level 2 13' - 0"
4
21
16'-5"
16'-5"
11
Stringer - 2" Width
Stringer - 2" Width
8
15
12'-9"
16
Stringer - 2" Width
16'-5"
Stringer - 2" Width
12'-9"
7
Stringer - 2" Width
8'-8"
1
6
23R 23 R @ 0' - 6 25/32"
11 R @ 0' - 6 25/32"
20 19
DN
22
2
17
B
2
13'
1 23
3
18
13 12 11
25'-1"
2
Stringer - 2" Width
3'-4"
21
6
7
9
13'
2 1 23 22
4
4 5
8'-4"
1'-8" 1'-8"
3
10
15
13'
19
5
20 19
14
Level 3 26' - 0" 20
3
2'
7
21
13
8'-8"
5
6
8
9
3
7'-4"
15
2
21
2'-4"
16
22
2'
17
2
25'-1"
18
22
2'-4"
19
25'-1"
20
4
3 2 1 23 22 21
16'-5"
9'
21
13'
22
Level 4 39' - 0"
1 DN
Stringer - 2" Width
3'-4"
1'-8" 1'-8"
4"
1'
Eq. Eq.
DN
23
1'-6"
7'
3'
Eq. Eq. Level 5 48' - 0"
1
D
8'-4"
D
Stair - 1 DATE -
DATE OF ISSUE Issue Date
12/12/20
REVISION-
SHEET NO
A105.1
SCALE -
3/16" = 1'- 0"
DRAWN BY ADITYA
CHECKED BY -
The quantity of the solar panels to be calculated by the supplier.