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Home My WebLink AboutA101 1st Floor PlanProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWINDSOR BUILDINGCarmel, IN 46032800 West Monon Green BlvdPEDCOR DESIGN GROUP LLC A101 1st Floor Plan THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS #### LGA #### SCALE: NTS PLAN NORTH KEY PLAN Bldg I Revision ID Issue Date Issue Name 01 7/15/21 BP-1 Thursday, July 15, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Windsor - Building I/Building I WindsorUP5.1 5.1 1 1 D D E.9 E.9 3 3 7 7 C C E E F F 2 2 4 41.9 1.9 E.2 E.2 4.5 4.5 A1 A410 A1 A411 A1 A411 B1 A412 2 A109 3 A109 1 A109 1 A108 2 A108 3 A108 4'-7 3/8"4'-0"2'-4"4'-0"2'-4"4'-0"5'-8 5/8"1'-7 1/4"3'-4 1/8"4'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"6'-2 1/8"3'-4 1/2"6'-9 3/8"7'-8 1/8"3'-11 7/8"4'-0"2'-4"4'-0"4'-0"3'-4 1/8"1'-7 1/4"4'-4 5/8"4'-0"2'-4"4'-0"2'-7 3/8" 28'-4"99'-7 5/8"17'-4"9 1/2"6 1/2" 146'-7 5/8"31'-8"21'-0"28'-7 5/8"21'-0"31'-8"4'-7 3/8"4'-0"2'-4"4'-0"2'-4"4'-0"5'-8 5/8"1'-7 1/4"3'-4 1/8"4'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"15'-2 1/2"4'-7 1/4"4'-0"2'-4"4'-0"2'-4"4'-0"2'-4"4'-0"4'-5 5/8"4'-4 5/8"4'-0"2'-4"4'-0"2'-7 3/8"1'-4" 1'-4"27'-0"99'-7 5/8"17'-4"1'-4" 146'-7 5/8" 6 1/2"1'-4"27'-0"98'-6 5/8"17'-4"1'-4"1'-7 1/4"5'-8 1/8"5'-8"4'-0"1'-8"4'-0"1'-8"4'-0"3'-4 5/8"2'-3 3/8"4'-0"2'-0"4'-0"2'-0"4'-0"2'-8 5/8"2'-5 1/4"4'-0"3'-2"8'-4"3'-2"4'-0"2'-5 3/8"2'-8 5/8"4'-0"2'-0"4'-0"2'-0"4'-0"2'-3 3/8"3'-4 3/4"4'-0"1'-8"4'-0"1'-8"4'-0"5'-8"5'-8 1/8"1'-7 1/4"133'-11 5/8"9'-4"9'-8"3'-8 1/4"18'-8 5/8"8"10'-8"133'-11 5/8"4"834.00' 834.00' 834.00' 834.00' +4'-0" 834.00' 0" 834'-6"R 12'-5 13/16"1 A204 1 A203 1 A201 3 A202 5 A205 SF2AKP 44 44 44 4 4 6 4 6 6 6 6 9 17 8 2 3 3 3 17 4 KP KPSF4SF4 1SF2A1S12 --- 1SF2B ---1S211SF3A KP KPD KP KP KP KP KP S8Di S8Di S8Di S8Di S8Di S8Di S8DiSF1 S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di SIM. SIM. OVERAL DIMENSION FACE OF BRICK FACE OF STUD OPENING R.O OVERALL DIMENSION FACE OF BRICK FACE OF STUD OPENING CENTER LINE RAMP BELOW Elevator 1 Lobby 122 Commercial Tenant 120 P: 9,799.25 sq ft G: 9,799.25 sq ft Commercial Tenant 121 P: 3,278.64 sq ft G: 3,278.64 sq ft B B A A 5 5 6.1 6.1 A.1 A.1 6 6UP7TREADS(11")UP 8 TR AT 0'-11"1'-7 1/4"5'-8 1/8"5'-8"4'-0"1'-8"4'-0"1'-8"4'-0"3'-4 5/8"2'-3 3/8"4'-0"2'-0"4'-0"10'-4 5/8"8'-3 1/4"7'-8 1/8"8'-3 1/4"4'-4 3/4"4'-0"2'-0"4'-0"2'-0"4'-0"2'-3 3/8"5'-10 1/2"4'-0"1'-7 1/2"4'-0"1'-8 1/2"4'-0"1'-8"4'-0"4'-9 1/2"6 1/2"31'-8"21'-0"27'-6 5/8"21'-0"31'-8"6 1/2"6 1/2"1'-4"27'-0"56'-5 3/4"10'-0"32'-0 7/8"17'-4"1'-4"6 1/2"31'-8"22'-8"25'-3 5/8"22'-8"31'-1 1/2"6 1/2"31'-8"22'-8"24'-2 5/8"22'-8"31'-8"6 1/2"8"8'-8"8"19'-3"8 1/4"5 3/4" 1'-2" 8 1/4"5 3/4" 838.00'- 4"834'-2"A1 A311 C1 A302 C1 A302 A1 A302 A1 A302 C3 A312 A1 A312 C2 A312 A1 A305 A2 A305 A1 A306 A1 A307 A2 A307 A1 A308 C3 A309 C2 A309 A2 A308 A1 A301 A1 A301 A2 A305 A1 A311 A1 A312 A1 A305 A2 A305 C2 A312 A2 A305 A1 A305 A1 A311 A1 A311 A2 A305 A1 A305 A1 A308 C2 A312 C2 A312 C3 A312 C2 A312 C3 A312 C2 A312 C2 A312 A2 A305 A1 A305 A1 A305 A1 A305 A2 A305 A1 A311 A1 A312 C2 A312 2 A206 2 A206 C4 A312 A1 A314 A4 A313 B4 A313 C2 A314 A4 A314 B4 A314 C1 A303 C1 A303 C1 A301 C1 A301 A1 A303 A1 A303 A3 A313 B3 A314 A1 A311 C2 A312 4 A205 7 1 44 SF1SF2B1SF1 1S111SF3B 1SF3CWALL STEPWALL 0"STEP -8"832.33' 832.87' 832.67' 833.17' INTERIOR RAMP IS FUTURE ( N.I.C.) Stair 1 S1 Stair 2 S2 Commercial Tenant 121a P: 1,172.27 sq ft G: 1,189.45 sq ft A2 A305 A2 A305 0 4'8'16'SCALE: 1/8" = 1'-0"1 1st Floor Plan FLOOR PLAN NOTES: 1 Raised structural concrete slab over garage entry ramp. 2 Recessed access directory. Reference E-Series drawings. 3 Knox box. 4 Exterior walls adjacent to Commercial Tenant areas shall not have gypsum board included. Insulate per the wall type schedule without vapor barrier. All other exterior walls shall be insulated with vapor barrier and be sheathed. 5 Shaft walls are wall type S5Hi, U.N.O. See 2nd and 4th floors plans for doors. Enlarged plans indicate position. 6 Floor opening at shaft or chase in floor framing/ slab. Fill opening at the 2nd floor slab with a NER 258 assembly (2 hour). Typical at all shaft openings. 7 Chase for electrical cabling. 1-hour Fire assembly required at all floor/ceiling penetrations. 8 Mailboxes, frame opening in wall for recessed Mailboxes with CSF header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 9 Semi-recessed 1-hour rated fire extinguisher cabinet and extinguisher. 10 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. 11 Control Joints in Corridor Walls see details A3/ A503 and B3/A503. See Sheet A112 for dimensions. 12 Bicycle Racks and Tool Stand. 13 Vent stacks, reference P series drawings. 14 Roof drains, reference P series drawings. 15 Shaft doors occur on floors 2 and 4. See corresponding plans for locations. 16 Draftstop OSB sheathing continues into the roof truss space at these demising walls. Some walls have structural shear wall sheathing that serve as draftstopping. Close off joints and junctions with 2x framing. See wall section B1/A315 and sheet S554 for shear wall sheathing detailing. 17 Metal stair assembly, Reference sheets A410 & A411. 18 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet A411 and S-series drawings. 19 NOT USED 20 Aluminum louver (Architectural) Bottom at 13'-0” above finish floor. Maximum louver height- 14’-10”.Reference M-Series drawings for louver size and free area requirements. 21 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 22 Provide a 2-hour concrete 6” composite slab over the Elevator Machine room. The east and west walls can be 9’-4” for support of the composite slab. Provide structural steel angle and beams for support as described in the S series drawings. Provide SFRM fire protection for the assembly. Top out the CMU walls with 3-5/8” metal stud furred walls to the deck above. KP KEY PAD DOOR ACCESS CONTROL KDP KEY PAD DIRECTORY - DOOR ACCESS CONTROL GENERAL PLAN NOTES: 1. BASE BID: DOES NOT INCLUDE GYPSUM BOARD SHOWN ON INTERIOR FACE OF EXTERIOR WALLS OF 'COMMERCIAL' SPACES UNLESS INDICATED FOR REQUIRED FIRE-RATED ASSEMBLIES. 2. DIMENSIONS: 2A: ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. 2B: ARE TO JAMB FACE OF STUDS FOR STOREFRONT OPENINGS (ROUGH OPENINGS). REFERENCE ENLARGED STOREFRONT DETAILS. 3. REFERENCES: 3A: FOR WALL BASE AND BRICK LEDGE ELEVATION HEIGHTS, REFER TO TO SHEET A303. THESE HEIGHTS ARE RELATIVE TO 0'-0" AND VARY AROUND PERIMETER OF BUILDING 3B: REFER TO A12X SERIES OF SHEETS FOR LAYOUT OF INTERIOR OF APARTMENTS AND FOR DETAILS. NOTE: 1. Wall Base / Brick Ledge elevation heights vary around perimeter of building. Reference sheet A304 for Wall Base / Brick Ledge Key Plan and Details that show Brick Ledge height relative to 0'-0".