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HomeMy WebLinkAboutA102 2nd and 4th Floor Plans - Dimension & LayoutProject: 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 A102 2nd and 4th Floor Plans - Dimension & Layout 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 WindsorREFREFDW/D DW/D REF REFREFREFW WW/DREF REF REF REF PLAN NORTH PLAN NORTHW/DWD WD DW DW DW RANGE DWRANGEDWRANGEDWRANGERANGEDWRANGEDWDWRANGE DW RANGE DWRANGE DWDWRANGE DWUP 8TREADS(11")UP9TREADS(11")UP8TREADS(11")UP 9TREADS(11")PLAN NORTH PLAN NORTH A1 A402 C1 A402 5 1/2" 6'-4"58'-2 3/4"4'-6 1/2"8 3/8"20'-11 7/8"5 1/2"7'-3/8" 5 1/2" 43'-2 3/4" 5 1/2" 7'-3 7/8"10'-8 3/4" 8 3/8" 2'-11 1/4" 5 1/2"56'-3/4"7 5/8"8'-8"7 5/8"31'-7 3/4" 5 1/2" 16'-2 3/4" 5 1/2" 11'-8 1/4"30'-4 5/8"6'-11 5/8" 5 1/2" 11'-5 5/8" 3'-7 1/8" 5 1/2"15'-11 1/8"5 1/2" 5 1/2"43'-2 3/4" 5 1/2" 7'-3/8" 5 1/2" 7'-3 7/8"10'-8 1/2" 2'-11 1/2" 8 3/8" 4'-6 1/2"58'-2 3/4"6'-4" 5 1/2" 18'-10 1/4" 8 3/8" 8'-3 3/4"16'-8 3/8"5 1/2"8'-3 7/8"4'-7 1/4"5 1/2"20'-8 1/8"8 3/8"50'-4 5/8"8 3/8"38'-1/2"8 3/8"20'-9"5 1/2"9'-9 5/8"8 3/8"9 3/8"18'-4 7/8" 4" 7'-2 3/8"30'-10"5 1/2"7'-3/8"5 1/2"3'-4 7/8"8 3/8"30'-1/8"8 3/8"30'-3/8"8 3/8"3'-4 1/2"5 1/2"6'-10 3/4"5 1/2"2'-11 1/2"18'-6 1/8" 8 3/8" 38'-1 7/8" 2'-11 1/2" 7'-6 1/8"20'-3 3/4"13'-6 3/8"19'-4 1/4"9'-1 1/8" 69'-9 5/8"5 1/2"23'-7 5/8"5 1/2"6'-10 3/4"5 1/2"8'-6 5/8"14'-11 5/8"5 1/2"9'-1 1/8"19'-4 1/4"13'-6 3/8"20'-3 3/4"7'-6 1/8" 5 1/2" 6 1/2" TYP 8'-8"6'-5 3/8"16'-6 5/8"5'-6"3'-2"7'-9 3/8"7'-9 1/4"6 1/2"8'-8"23'8'-8"15'-6 5/8"21'-1 3/8"24'-2 5/8"23'8'-8"6 1/2"31'-8"25'-3 5/8"20'-3/8"25'-3 5/8"31'-8"133'-11 5/8"6'-4"6'-9 3/8"9'11'-2 3/4"4'-9 1/4"9'-4"15'13'-8"7'-4 7/8"9'-11 1/4"8'-11 7/8"12'4'-9 1/4"6'-4"11' 3'-1 3/8"3'-2 3/4" 1'-10 1/2"6'-4"20'-8"6'-4"85'-10 5/8"6'-4"11'6'-4"6 1/2" 1'-4"27'99'-7 5/8"17'-4" 145'-3 5/8"2'-8 3/8"3'-11 1/8"2'-1/2"6'-9 1/4"10'-8"5'-6 3/4"5'-6"3'-2"6'-5 1/4"5'-10 3/4"4'-5 3/8"2'-2 1/4"7'-1 3/4"9'-4"4'-5 3/8"5'-10 3/4"6'-5 3/8"3'-2"11'-3/4"10'-8"6'-9 3/8"2'-1/2"3'-11 1/8"2'-8 3/8"6 1/2"31'-8"8'-8"12'-4"27'-6 5/8"21'31'-8"6 1/2"52'-8"28'-7 5/8"21'31'-8"6'-4"6'-9 3/8"8'-8"5'-2 5/8"6'-4"5'-5 3/8"8'-8"15'13'-8"7'-4 7/8"9'-11 1/4"8'-11 7/8"16'-9 3/8" 2'-8 1/8" 3'-7 7/8" 5'-2 5/8"5'-9 3/8"6'-4" 6 1/2"7'-8"20'-8"6'-4"85'-10 5/8"6'-4"11'6'-4"6 1/2" 1'-4"27'-1/2"99'-7 1/8"18'-8" 146'-7 5/8"5 1/2"14'-3 5/8"6 3/4"8'-6 1/4"5 1/2"7'-3/8"5 1/2"23'-7 5/8"5 1/2"133'-11 5/8"7'-9 3/8"7'-9 1/4"3'-1 3/4"5'-6 1/4"4'-2 3/4"12'-8"6'-1 3/8"2'-1/2"6'-7 1/2"5 1/2" 11'-9 3/4"27'-8" 2'-7 3/4" 4'-3 1/4"1'-11" 6'-1 3/8" 3'-3 1/8"7 5/8" 3'-10 3/4" 2'-2 1/2"33'-6 1/8"16'-10 3/4"33'-4 1/2"85'-11 1/4"34'-1 3/8"8 3/8"1'-4 1/8"4'-4 3/8"24'-3 7/8"24'-3 7/8"4'-4 1/8"1'-4 1/8"6'-4" 2 1/4"5 1/2"14'-7 5/8"8'-8"7'-4"11' 31'-3 1/2"4 1/8"1'-2 3/8"1 1/2"6'-4"5 1/2"8'-8"12'-1/8"8 3/8"50'-4 5/8"8 3/8"38'-1/2"8 3/8"20'-9"5 1/2"5 1/2"6'-4" 16'-11 1/4" 10 9 W4Hi W6Di W4Hi W6Di W6Di W4Hi W4Hi M8 W4Hi W4Hi W6Di W6Di W4Hi W4Hi W4Hi W6Di W4Hi W4Hi W4Hi S5Hi 2HR W4Hi W4Hi W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di 5 5 510 10 9 W6Hi W6Hi W6Hi W6Ji W6Ji W6Ji W 6 J i W6Ji W6Ji W6F 10 9 5 10 W4Bi W4Bi W4Bi W4Bi W4Hi W4Hi208B 208A207A205A210A212A206A204A202A201A254252251250233210 207205208211238204201212206202OVERAL DIMENSION FACE OF BRICK FACE OF STUD OPENING CENTER LINE OVERAL DIMENSION FACE OF BRICK FACE OF STUD OPENING CENTER LINE STR2 Three Bed 209 Type C2 P: 1,632 sq ft G: 1,632 sq ft One Bed 212 Type A1 P: 684 sq ft G: 697 sq ft Studio 207 Type D P: 593 sq ft G: 593 sq ft Two Bed 210 Type B1 P: 1,214 sq ft G: 1,234 sq ft Two Bed 208 Type B2 P: 1,595 sq ft G: 1,626 sq ft Three Bed 206 Type C1 P: 1,553 sq ft G: 1,583 sq ft Three Bed 203 Type C3 P: 1,526 sq ft G: 1,526 sq ft One Bed 202 Type A2 P: 723 sq ft G: 734 sq ft Studio 205 Type D P: 619 sq ft G: 619 sq ft Two Bed 204 Type B1 P: 1,213 sq ft G: 1,221 sq ft Shaft 250 Maint. Storage 237 Corridor 230 Elevator 1 Shaft 251 Shaft 252 Shaft 253 Shaft 254 Corridor 231 Stor. 236 Corridor 232 Stair 2 S2 Stor. 235 Stor. 234 Maint Storage 233 Trash 238 22'-7 3/4"7 5/8"8'-4 3/8"7 5/8"8'-8" 7 5/8" 56'-5/8"5 1/2"40'-9 1/8"8 3/8"27'-2 1/8"5 1/2"2'-3 1/4"3'-4 3/8"3'-4 3/8"4'-3/4"3'-4 3/8"3'-4 3/8"1'-9 3/4"1'-8 5/8"5 1/2"8'-2 1/2"5 1/2"21'-11 1/2"8 3/8"23'-7 3/4"5 1/2"21'-1 3/8"5 1/2"30'-7 5/8"8 3/8"14'-11 5/8"5 1/2"8'-2 1/2"5 1/2"6'-3 1/2"6'-6 5/8"1'-10 1/8"8'-8"14'-7 5/8"5 1/2"5 211A237236 235 234 253 Stair 1 S1 0 4'8'16'SCALE: 1/8" = 1'-0"1 2nd and 4th Floor Plan Dimensions and Layouts 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.