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HomeMy WebLinkAboutA102C 2nd Floor Plan-Area CProject: 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 DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 2nd Floor Plan- Area C 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. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A 10 2 C CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Friday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONGJGA G2.3 GB GE G1 G2 GIGGGCGHGA.9G.9A G1.5 GF G1.1 12345678UP12345678UP 1 2 3 4 5 6 7 8 9 NNC1 A415 B3 A318 A4 A317 F2 A319 A2 A317 A2 A316 B1 A304 B2 A304 B3 A304 A1 A206 C4 A316 C4 A307 7'-4 1/8"1'-8"15'-9 7/8"10'-8 5/8"10'-8 7/8"4'-1 1/4"7'-11 7/8"7'-11 5/8"2'-6 1/2" 3'-9"8'-7 1/4"7'-5"4'-8"12'-7 3/4"13'-1 1/4"12'-0"3/4"12'-0" 1'-9" 12'-0 3/4"6'-0"16'-6 5/8"17'-3 3/8"16'-7 7/8"17'-1 3/8"16'-7 1/8"20'-9 5/8"20'-9 5/8"E3 A318E1 A320 D3 A319 E4 A320 E3 A320 E1 A318 A4 A323240 204205206207208202203201201A202A203A203B204A205A206A208A207A2422ST1 2ST2A W6Di W6Di W6Di W6Di W4Hi W4Hi W4Hi W6Bi W4Hi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W4Hi W4Hi W4Hi W4Hi W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W6Di W4Hi S5Hi W6Bi S5Hi S5Hi S5Hi W6Di W6Di W6Di W4Hi W6Ai W4Ai W6Fi W6Bi W4Hi W4Hi W6Bi W6Di W6Di W6Di W6Di W6Di W6Di W4Hi W4Hi S5Hi S5Hi S5Hi M8 M8 M8 W6Di W6Di W6Di W6Di 2ST225 15 2424 32 24 13 KP KP KP 13 13 13 2ST1A24128 2 2 7 8 8 13 7 77 13 M8 M8 13 13 13 M8 M8 24 BRK 2 EIFS BRK 2 BRK 2 BRK 2 BRK 2 BRK 2 W4A MATCH LINE MATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BLOW ROOF LOW ROOF LOW ROOF FEC FEC FD FD Shaft 243 IDF242A:33Stair STR2 A:201 NA:165 Stair STR1 A:205 NA:205 PA:761 Apartment Type A4 207 A:782 PA:759 Apartment Type B5 206 A:963 PA:941 Apartment Type A5 205 A:809 PA:783 Apartment Type B6 204 A:1,175 PA:1,152 Apartment Type B7 203 A:996 PA:981 Apartment Type A6 202 A:731 PA:718 Apartment Type B8 201 A:914 PA:901 Elev. Lobby 241 A:189 NA:189 Trash Room 240 A:50 NA:44 Chute 50 Corridor 231 A:142 NA:142 Corridor 230 A:966 NA:966 Res. Elev. 004 Res. Elev. 003 B3 A320 B2 A415 A4 A308 C3 A316 A2 A307123456789D1 A410 A1 A503 C2 A503 C2 A503 B1 A503 B1 A503 D1 A503 D1 A503B2 A503 C1 A503 C1 A503 B2 A503 A2 A503 A2 A503 22'-9 3/8"25'-4 3/8"10'-10 7/8"30'-11 1/4"6'-4 3/8"2'-9 5/8"9'-0 3/8"2'-4 3/8"2'-6 1/4"8'-10 3/8"5 1/2"6'-0 1/4"12'-4"6'-1 1/8"5 1/2"2'-3"5'-1 3/8"3'-6 1/2"5 1/2"7'-8 7/8"13'-7 1/2"8'-1 7/8"11 1/2"2'-3 7/8"3'-1 1/8"11 1/2"1'-10 1/8"217'-11 3/8" 8'-9"13'-8"27'-2 3/8"13'-8 5/8"8'-0 1/2"11'-9 1/4"27'-9 3/8"14'-2 5/8"27'-9 3/8"10'-6 3/4"25'-2 5/8"4'-10 1/2"24'-4 3/8" 1'-4 1/2"7'-4 1/2" 11 1/2" 12'-8 1/2"11 1/2"25'-3 3/8"11 1/2"12'-8 1/4"1'-0 3/8"7'-1 5/8"10 7/8"11'-9 1/4"1'-0 1/8"26'-3 3/4" 5 1/2" 14'-2" 6 3/4" 26'-3 3/4"11 1/2"10'-6 3/4"11 1/2"23'-3 5/8"11 1/2"4'-2 7/8"7 5/8"23'-8 3/8"8" 1'-4 1/2"7'-4 1/2" 11 1/2" 9'-1 3/4"3'-6 3/4" 11 1/2" 7'-1 5/8"11'-0"7'-1 5/8" 11 1/2" 3'-6 5/8"9'-1 3/4"1'-0 3/8"7'-1 5/8" 10 7/8"3'-4 1/4"5'-4 1/2"3'-0 1/2"1'-0 1/8" 8'-2 1/4"9'-5 1/4"8'-8 1/4" 5 1/2" 3'-4"7'-6 3/4"3'-3 3/8" 6 3/4" 8'-7 1/2"9'-5 1/4"8'-2 7/8" 11 1/2"3'-3 7/8"5'-5 1/2"1'-9 3/8"11 1/2" 6'-6 1/2"10'-2 3/4"6'-6 1/2"32'-4 7/8"9'-4 5/8"11 1/2"31'-5 3/8"7 5/8"8'-9"3 5/8"14'-1 3/8"8 7/8"23'-4 1/4"23'-3 7/8"11'-10 1/2"11'-5 3/4"11'-5 3/4"12'-3 3/8"11'-4 3/8"11'-10"2'-9 1/2"6'-4 3/8"13'-4 1/4"3'-7 1/4"35'-0 1/2"33'-6 1/2"54'-8 3/8"23'-8 1/8"28'-8 3/4" 23'-3 5/8"11'-8 7/8"26'-4 3/8"7'-2"7'-2 5/8"26'-3 3/4"13'-8 7/8"4'-5 3/8" 5'-3 1/2" 2'-11 3/4" 6'-3 1/2"13'-4 1/4" 2'-6 1/2" 3'-8 1/2" 34'-2 1/4"31'-5 3/8"34'-4"5'-4"8 7/8"6'-4"9'-2 5/8"23'-3 1/4"7'-10 7/8"15'-4 1/4"8'-4"13'-8"12'-2 1/4" 34'-2"6'-4 3/8"16'-11 1/2"6'-3 3/8"10'-0 1/8"21'-7 1/2"17'-11 1/4"6'-0 7/8"18'-3 5/8"46'-9 3/4"14'-8 7/8"20'-11 1/8"24'-9 1/2"7'-1" 2'-2 3/8"2'-2 7/8"11'-3 3/4"4'-4 1/4"8'-11 1/4"8'-9 7/8"10'-10 3/8"4'-6 1/8" 3'-0 1/2"27'-0 1/4"9'-2 1/4"12'-9 1/4" 5 1/4"5'-8 1/8" 1'-10 5/8" 5'-8 1/8"5 1/4" 6'-9 1/4" 6 3/4" 6'-9 1/4"9'-0 1/8"10 7/8"11 1/2"1'-10"11 1/2"5'-4 7/8"11 1/2"29'-6 1/4"5 1/2"10'-10 7/8"5 1/2"24'-5 3/8"5 1/2"11'-4 5/8"11'-4 5/8"F.F.=17'-6 1/4"T.O.DECK=16'-6"20'-9 5/8"20'-3 3/4"R 1'-0"B1 A320 W6J W6DiKP 10 88 GENERAL PLAN NOTES: 1. Dimensions are to face of studs unless noted otherwise. 2. Dimensions at Storefront are to inside of studs. See any Enlarged Details and Storefront Details, showing dimensions to masonry openings and face of returning exterior sheathing. 3. All gypsum board at the interior side of “Commercial” rooms are not included in this Bid Set, U.N.O.. 4. Refer to sheets A120 - A130 for interior layout of apartments and details. 5. See shaft sheet #LayID(ref) for enlarged drawings and dimensional clarifications. 6. Dimensions at door and window openings are to center of openings, U.N.O. 7. Spray all steel used for canopy and balcony attachment with SFRM (Spray-Applied Fire Resistive Material). Three hour for any 3rd floor locations and two hour for above 2nd floor. 8. Batt insulation (rock wool) are required inside CFS box headers and cripple studs.  9. Wall Types and interior wall layout are the same on the 2nd, 3rd, 4th, and 5th floors, UNO. 10. All walls are to deck above, at 1st and 2nd floors, UNO. Review all interior wall sections. 11. At all demising walls and corridor walls with additional furring indicated for plumbing and other rough-ins, continuation of the Corridor and Demising Wall type is implied in the drawings. Pre-rock of a hidden area will be required to accomplish the complete wall type and meet the code required fire barriers, regardless of the framing and sheeting sequence of work. 12. See sheets A510-A523 for balcony types and details. 13. For 3rd, 4th, and 5th floor plans see 2nd floor sheets (A102A - A102C) for dimensions, notes and detail markers pertaining to floors 3, 4 and 5, unless noted otherwise. All items shown on the 2nd floor applies to the 3rd and 4th floor, except for low roof. 14. All stairs are metal stair assemblies. Reference sheets starting with sheet A410. 15. Typical demising wall for apartment levels is A1/A306 16. All formed concrete stairs require embedded steel nosings like Wooster Products Type 241BF. 1 A510 1 A510 1 A5101 A510 1 A510 1 A510 1 A510 1 A510 1 A5101 A510 1 A510 1 A510 241 244A244B UNIT 225 UNIT 224 UNIT 223UNIT 222 UNIT 216UNIT 215 UNIT 214 UNIT 213 UNIT 212 UNIT 211 UNIT 218 UNIT 217UNIT 221 UNIT 210 UNIT 209 UNIT 208 UNIT 207 UNIT 206 UNIT 205UNIT 204 UNIT 203UNIT 202UNIT 201 UNIT 220219 200 230 242 243 231 232 24724651245233 234235 249248 24050 ROOF PLAN NOTES: 1 VENT STACKS, REFERENCE P SERIES DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 2 ROOF DRAINS. REFERENCE P SERIES DRAWINGS. 3 S T A N D I N G S E A M M E T A L R O O F W I T H S E L F -A D H E R I N G UNDERLAYMENT. 4 RESERVED 5 ROOF HYDRANT. REF. P-SERIES DRAWINGS. 6 MECHANICAL EQUIPMENT. REF. MECHANICAL DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 7 SEE S-SERIES DRAWINGS FOR ROOF DECK AND FRAMING SYSTEM. 8 TAPERED ROOFING A 1/4" PER 1' (1:48) (SHADED) 9 PRE-FINISHED METAL ROOF EDGE. 10 PRE-FINISHED ALUMINUM GUTTER. 11 PRE-FINISHED METAL COPING. 12 SHAFT OPENING BELOW WITH ROOF CURB/CAP ABOVE. REF. M-SERIES SHEETS FOR ROOF CURB/CAP DESIGN. 13 BREAK IN STRUCTURAL ROOF DECKING. REF. S-SERIES DRAWINGS. 14 ROOF VENTS, REF. M-SERIES SHEETS. 15 PVC ROOFING MEMBRANE UP SIDES OF ELEVATOR & STAIR SHAFT UP TO EIFS VENEER, SEE ELEVATIONS. 16 RESERVED 17 TAPERED INSULATION CRICKETS AT ANY MECHANICAL CURB, TYP. 18 RUBBER ROOF WALKWAY PAD, TYP. 19. RESERVED 20. RESERVED 21. RESERVED 22. SPLASH BLOCKS AT DOWNSPOUT, TYP. 23. ROOF EXPANSION JOINT. SEE DETAILS IN A500 SERIES DRWGS. 24. RESERVED ROOF PLAN NOTES: 1 VENT STACKS, REFERENCE P SERIES DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 2 ROOF DRAINS. REFERENCE P SERIES DRAWINGS. 3 S T A N D I N G S E A M M E T A L R O O F W I T H S E L F -A D H E R I N G UNDERLAYMENT. 4 RESERVED 5 ROOF HYDRANT. REF. P-SERIES DRAWINGS. 6 MECHANICAL EQUIPMENT. REF. MECHANICAL DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 7 SEE S-SERIES DRAWINGS FOR ROOF DECK AND FRAMING SYSTEM. 8 TAPERED ROOFING A 1/4" PER 1' (1:48) (SHADED) 9 PRE-FINISHED METAL ROOF EDGE. 10 PRE-FINISHED ALUMINUM GUTTER. 11 PRE-FINISHED METAL COPING. 12 SHAFT OPENING BELOW WITH ROOF CURB/CAP ABOVE. REF. M-SERIES SHEETS FOR ROOF CURB/CAP DESIGN. 13 BREAK IN STRUCTURAL ROOF DECKING. REF. S-SERIES DRAWINGS. 14 ROOF VENTS, REF. M-SERIES SHEETS. 15 PVC ROOFING MEMBRANE UP SIDES OF ELEVATOR & STAIR SHAFT UP TO EIFS VENEER, SEE ELEVATIONS. 16 RESERVED 17 TAPERED INSULATION CRICKETS AT ANY MECHANICAL CURB, TYP. 18 RUBBER ROOF WALKWAY PAD, TYP. 19. RESERVED 20. RESERVED 21. RESERVED 22. SPLASH BLOCKS AT DOWNSPOUT, TYP. 23. ROOF EXPANSION JOINT. SEE DETAILS IN A500 SERIES DRWGS. 24. RESERVED ROOF PLAN NOTES: 1 VENT STACKS, REFERENCE P SERIES DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 2 ROOF DRAINS. REFERENCE P SERIES DRAWINGS. 3 S T A N D I N G S E A M M E T A L R O O F W I T H S E L F -A D H E R I N G UNDERLAYMENT. 4 RESERVED 5 ROOF HYDRANT. REF. P-SERIES DRAWINGS. 6 MECHANICAL EQUIPMENT. REF. MECHANICAL DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 7 SEE S-SERIES DRAWINGS FOR ROOF DECK AND FRAMING SYSTEM. 8 TAPERED ROOFING A 1/4" PER 1' (1:48) (SHADED) 9 PRE-FINISHED METAL ROOF EDGE. 10 PRE-FINISHED ALUMINUM GUTTER. 11 PRE-FINISHED METAL COPING. 12 SHAFT OPENING BELOW WITH ROOF CURB/CAP ABOVE. REF. M-SERIES SHEETS FOR ROOF CURB/CAP DESIGN. 13 BREAK IN STRUCTURAL ROOF DECKING. REF. S-SERIES DRAWINGS. 14 ROOF VENTS, REF. M-SERIES SHEETS. 15 PVC ROOFING MEMBRANE UP SIDES OF ELEVATOR & STAIR SHAFT UP TO EIFS VENEER, SEE ELEVATIONS. 16 RESERVED 17 TAPERED INSULATION CRICKETS AT ANY MECHANICAL CURB, TYP. 18 RUBBER ROOF WALKWAY PAD, TYP. 19. RESERVED 20. RESERVED 21. RESERVED 22. SPLASH BLOCKS AT DOWNSPOUT, TYP. 23. ROOF EXPANSION JOINT. SEE DETAILS IN A500 SERIES DRWGS. 24. RESERVED ROOF PLAN NOTES: 1 VENT STACKS, REFERENCE P SERIES DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 2 ROOF DRAINS. REFERENCE P SERIES DRAWINGS. 3 S T A N D I N G S E A M M E T A L R O O F W I T H S E L F -A D H E R I N G UNDERLAYMENT. 4 RESERVED 5 ROOF HYDRANT. REF. P-SERIES DRAWINGS. 6 MECHANICAL EQUIPMENT. REF. MECHANICAL DRAWINGS. FOLLOW ROOFING MANUFACTURER'S REQUIRED FLASHING DETAILS FOR CURBS AND PENETRATIONS. 7 SEE S-SERIES DRAWINGS FOR ROOF DECK AND FRAMING SYSTEM. 8 TAPERED ROOFING A 1/4" PER 1' (1:48) (SHADED) 9 PRE-FINISHED METAL ROOF EDGE. 10 PRE-FINISHED ALUMINUM GUTTER. 11 PRE-FINISHED METAL COPING. 12 SHAFT OPENING BELOW WITH ROOF CURB/CAP ABOVE. REF. M-SERIES SHEETS FOR ROOF CURB/CAP DESIGN. 13 BREAK IN STRUCTURAL ROOF DECKING. REF. S-SERIES DRAWINGS. 14 ROOF VENTS, REF. M-SERIES SHEETS. 15 PVC ROOFING MEMBRANE UP SIDES OF ELEVATOR & STAIR SHAFT UP TO EIFS VENEER, SEE ELEVATIONS. 16 RESERVED 17 TAPERED INSULATION CRICKETS AT ANY MECHANICAL CURB, TYP. 18 RUBBER ROOF WALKWAY PAD, TYP. 19. RESERVED 20. RESERVED 21. RESERVED 22. SPLASH BLOCKS AT DOWNSPOUT, TYP. 23. ROOF EXPANSION JOINT. SEE DETAILS IN A500 SERIES DRWGS. 24. RESERVED FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 RESERVED 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Bicycle racks, maintenance station. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details in A500 series drawings. 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation at exterior walls, space side of corridor walls and demising walls. Gypsum board shown in wall type will be scoped for later tenant work, unless directed by Pedcor Development, Owner, Architect or Signature Construction to include it in the Building Shell scope of work. 15 See sheet #LayID(ref) for enlarged shaft plans. 16 Floor opening at shaft or chase in floor framing/slab. Fill opening at the floor above slab with a NER 258 assembly (2 hour at 2nd floor and 3 hour at 3rd floor). Typical at all shaft openings. 17 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceiling penetrations. 18 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. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail #DrgID(ref)/#LayID(ref). At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details #DrgID(ref)/#LayID(ref) and #DrgID(ref)/#LayID(ref). See Sheets #LayID(ref) - #LayID(ref) for dimensions. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to floor expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). Floor to wall expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet #LayID(ref) and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. B1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 RESERVED 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install thecompacted granular fill per the soils report to FINISH FLOOR elevation minusSLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall wherespecial forming is required. 3 RESERVED 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail.Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart.Either core drill or bracket with bolts the vertical support members into the 6"concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Bicycle racks, maintenance station. 8 Garage slab painted, car parking striping, handicapped symbols, and directionalindicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets.10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details in A500 series drawings. 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation at exterior walls, space side of corridor walls and demising walls. Gypsum board shown in wall type will be scoped for later tenant work, unless directed by Pedcor Development, Owner, Architect or Signature Construction to include it in the Building Shell scope of work. 15 See sheet #LayID(ref) for enlarged shaft plans. 16 Floor opening at shaft or chase in floor framing/slab. Fill opening at the floor above slab with a NER 258 assembly (2 hour at 2nd floor and 3 hour at 3rd floor). Typical at all shaft openings. 17 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceiling penetrations. 18 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. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail #DrgID(ref)/#LayID(ref). At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details #DrgID(ref)/#LayID(ref) and #DrgID(ref)/#LayID(ref). See Sheets #LayID(ref) - #LayID(ref) for dimensions. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to floor expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). Floor to wall expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet #LayID(ref) and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. B1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 RESERVED 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install thecompacted granular fill per the soils report to FINISH FLOOR elevation minusSLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall wherespecial forming is required. 3 RESERVED 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail.Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart.Either core drill or bracket with bolts the vertical support members into the 6"concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Bicycle racks, maintenance station. 8 Garage slab painted, car parking striping, handicapped symbols, and directionalindicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets.10 Use mold and very high impact resistant gypsum sheathing board at the interiorside of elevator lobbies for walls and ceilings.11 Steel handrails required at ramps & stairs. See typical details in A500 seriesdrawings.12 Stairs - Ref. S-Series Drawings13 4'-0" high, 6" diameter concrete filled bollard painted yellow.14 At commercial spaces, provide vapor retarder and batt insulation at exterior walls,space side of corridor walls and demising walls. Gypsum board shown in wall typewill be scoped for later tenant work, unless directed by Pedcor Development,Owner, Architect or Signature Construction to include it in the Building Shell scopeof work.15 See sheet #LayID(ref) for enlarged shaft plans.16 Floor opening at shaft or chase in floor framing/slab. Fill opening at the floor aboveslab with a NER 258 assembly (2 hour at 2nd floor and 3 hour at 3rd floor). Typicalat all shaft openings.17 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceilingpenetrations.18 Mailboxes. Frame opening in wall for recessed Mailboxes with CSF header orbulkhead above. Provide substrate as required. Fire retardant wood if wood isused. Reference interior elevation.19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher.20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail #DrgID(ref)/#LayID(ref). At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details #DrgID(ref)/#LayID(ref) and #DrgID(ref)/#LayID(ref). See Sheets #LayID(ref) - #LayID(ref) for dimensions. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to floor expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). Floor to wall expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet #LayID(ref) and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. B1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 RESERVED 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. SCALE: 1/8" = 1'-0" 1 2nd Floor Plan-Area C A102C 0 4'8'16'