Loading...
HomeMy WebLinkAboutA102A 2nd Floor Plan-Area AProject: 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 A 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 A 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 FORCONSTRUCTIONG7.9 GJGA G8 G7.5 G7 GB GE G6.7 GIGGGCGHGA.9G.9A G7.6 GF 1 2 3 4 5 6 7 8 UP12345678912345678UP123456789 NRANGEDWC1 A414 A1 A405 E2 A310 A2 A312 B1 A206 A1 A308 C1 A413 B2 A407B2 A407 5 1/2"5'-1 7/8"8'-4"4'-7" 11 1/2" 7'-2 1/2"11 1/2"9'-1 7/8"4'-6 7/8"5 1/2"6'-7 5/8"10'-11 1/2"6'-8 1/8"5 1/2"4'-6 3/4"9'-2" 11 1/2" 7'-2 1/2" 11 1/2" 5'-3"10'-7 5/8"10'-7 1/2"5'-3 1/8" 11 1/2" 7'-2 1/2" 11 1/2" 9'-2"4'-6 3/4" 5 1/2" 6'-8"10'-11 5/8"6'-7 5/8" 5 1/2" 4'-6 3/4"9'-2"8'-2" 11 1/2" 4'-4 1/4"9'-0 7/8"7'-10" 11 1/4"10'-9"10'-8 5/8"14'-7 3/4"7 5/8"15'-8"11'-8"5'-1 5/8"11 1/2"5'-11 5/8"5'-3 1/8"11'-9 7/8"12'-8 3/8"8'-9 7/8"11 1/2"2'-6 5/8"7'-0 1/8"3'-9"16'-7 1/8"17'-0 1/2"16'-6 1/8"17'-0 1/2"16'-9 7/8"16'-7 1/8"211212213214215216217218221222223224225220---211A212A214A215A217A218A219A 213A2ST32ST4219B 2ZONE-10 W4Hi W6Bi W4Hi W6Bi W4Hi W6Di W6Di W6Di W6Bi W6Di W6Di W6Bi W6Bi W6Bi W6Bi W4Hi W6Di W6Di W6Di W4Hi W6Bi W6Bi W6Di W6Di W6Di W6Di W6Di W4Hi W4Hi W4Hi W4Hi W4Hi W4Hi W6Di W6Bi W6Di W6Di W6Di W4Hi W4Hi W4Hi W4Hi W6Bi W6Di W6Di W6Di W6D W4Bi W 4Bi W6Di W6Di W6Di W6Di W6Di W4Hi W4Hi W4Hi W4Hi W6Bi W6Bi W6Bi W6Di W6Di W6Di W6Di W4Hi W4Hi W4Hi W4Hi W4Hi W4Hi W6Di W6Di W6Di W6Di W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W4Hi W6Di W6Di W6Di W6Di W6Bi W6Bi W6Bi W4Hi M8 M8 M8 M8 W6Fi M8 M8 M8 M8 W1.5A W4Ai W6Fi W6Fi W6Fi W6Fi W6Fi W6Di W6Di W6Di W6Di W4Hi W6Di W6Di W6Bi W6Bi225A224A221A220A219C2ST3A219 24 24 24 24 32 15 32 15 32 249 247 13 13 13 KP KP KP KP KP 13 27 27 223A216A222A244B244A245 234235 2 88 13 7 2 88 7 13 2 88 7 13 M8 W6Di W6Bi W6Di W6Bi W4Bi2ST4A S5Hi S5Hi S5Hi W6Bi W4AMATCH LINE MATCH LINE FLOOR PLANAREA BFLOOR PLANAREA ALOW ROOF LOW ROOF FECFEC INSUL. SLOPE 1:48 INSUL. SLOPE 1:48 INSUL. SLOPE 1:48 INSUL. SLOPE 1:48 INSUL.SLOPE1:48INSUL.SLOPE1:48INSUL.SLOPE1:48INSUL.SLOPE1:48SIM.Shaft 248 Shaft 246 Trash 245 A:105 NA:105 Corridor 233 A:1,448 NA:1,448 Facility Managmt 247 A:193 NA:176 Stair STR3 A:201 NA:165 Stair STR4 A:227 NA:187 Apartment Type B1 225 A:1,008 PA:992 Apartment Type B2 224 A:958 PA:935 Apartment Type A1 223 A:793 PA:766 Apartment Type D1 221 A:447 PA:420 Apartment Type B4 213 A:1,059 PA:1,036 Apartment Type B2 214 A:959 PA:934 Apartment Type A1 215 A:792 PA:765 Apartment Type A2 216 A:791 PA:766 Apartment Type D1 217 A:447 PA:420 Community Space 219 A:696 PA:344 Corridor 235 A:453 NA:453 Corridor 234 A:454 NA:454 Facility Managmt 249 A:193 NA:176 Apartment Type A2 222 A:790 PA:765 Service Elev. 001 Public Elev. 002 Apartment Type B3 218 A:932 PA:908 Apartment Type B3 220 A:932 PA:908 Apartment Type A4 212 A:783 PA:759 Apartment Elev. L. 244B A:108 NA:108 Elev. L. 244A A:99 NA:99 A6 A313 A3 A317 KPKP A3 A308 E1 A314 A1 A307 A4 A308 A1 A306 D3 A315#DrgID #LayID REFA1 A503 C2 A503 B1 A503 A1 A503 A1 A503 C2 A503 D1 A503 D1 A503 B2 A503 B2 A503 B1 A503 A2 A503 A2 A503 5 1/2"31'-8 1/8" 20'-11 3/8"9 3/8"6'-6"30'-9 5/8"10'-10 7/8"3'-9"16'-1 5/8"30'-1 1/8"22'-9 3/8"2'-6 5/8"11 1/2"8'-9 3/4"12'-8 1/4"7'-10 1/2"5 1/2"3'-6"5'-3"2'-1 7/8"5 1/2"3'-3 1/2"1'-0 1/8"4'-6 1/8"6'-11 5/8"3'-7 7/8"5 1/2"8'-5"12'-4"8'-5"5 1/2"3'-7 5/8"5'-3 7/8"2'-5 1/4"2'-4 7/8"5'-4 1/4"3'-7 1/2"33'-5 1/4"45'-6 1/4"7'-3 1/2"7 5/8"32'-5 3/4"11 1/2"44'-6 3/4"11 1/2"5'-5 7/8"214'-3 1/2" 22'-2 1/4"22'-10 1/4"25'-2 1/4"14'-8 1/4"8'-2"31'-9 3/8"8'-2"14'-8 1/4"25'-2 1/4"14'-8 1/4"8'-2"18'-6 3/8" 11 1/4"21'-3" 11 1/2" 8'-2"13'-8 3/4" 5 1/2" 24'-3 1/4"5 1/2"13'-8 3/4" 11 1/2" 7'-2 1/2" 11 1/2" 31'-9 3/8" 11 1/2" 7'-2 1/2"11 1/2"13'-8 3/4"5 1/2"24'-3 1/4"5 1/2"13'-8 3/4" 11 1/2"3'-0 3/4" 4'-1 3/4" 11 1/2" 18'-0 7/8"5 1/2"3'-1 1/2"32'-1 3/4"8 7/8"23'-4 1/4"8 7/8"11'-5 3/4"11'-5 3/4"11'-10 1/2"16'-6 3/4"15'-7 1/8"23'-3 3/4"34'-11 3/4"16'-8 1/2"6'-10"34'-1 1/4"34'-1 3/8" 22'-4 1/4"10'-1 1/2" 1'-7 5/8" 34'-1 1/2" 1'-8 1/2" 10'-0 3/4"14'-2 1/4"8'-2"14'-2 1/4"10'-1 3/4" 1'-7 5/8"1'-8 1/2" 10'-0 3/8"14'-2 1/4"8'-2" 28'-7 5/8" 10'-9" 24'-8 7/8"24'-8 3/4" 10'-9" 28'-7 7/8"3'-5 5/8"24'-7 1/4"23'-6"28'-2 1/2"23'-3 3/4"41'-3 1/4"10'-5"44'-4 1/8" 44'-3 7/8"7'-6 3/4"32'-0 1/2"7'-6 3/4"32'-5 3/4"7'-9"16'-8 1/2"1'-1 1/2"6'-10 5/8"26'-2 7/8" 7'-9"12'-6"16'-10 7/8"12'-6 1/8" 41'-1 3/4" 3'-2 1/8"21'-7 1/2"9'-7 1/8"19'-7 1/4"10'-7 3/8"11'-5 5/8"18'-5 5/8"5'-7 1/2"7'-11 5/8" 8'-6 3/4"2'-10 3/4"24'-10 7/8"52'-1 1/2"3'-7 3/4"3'-7 3/4"51'-0 1/4"26'-4"2'-3 1/2"11'-4 5/8"11'-4 5/8"5 1/2"29'-2 1/8"5 1/2"15'-1 5/8"1'-0 1/8"3'-3 5/8"5 1/2"10'-10 7/8"5 1/2"29'-4 5/8"11 1/2"5'-6 1/2"11 1/2"3 3/8"6 1/8" W6Di W6Di KP Chute 51 A4 A308 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 24050ROOF GENERAL NOTES: 1 ROOF PLANS A106, A106A, A106B, A106C REFERENCE AND DETAIL ALL PARAPET WALLS 2 EXTEND PVC ROOFING UP THE BACK SIDE OF ALL PARAPETS UNLESS NOTED OR SHOWN OTHERWISE ON ELEVATIONS AND SECTIONS. 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 A A102A 0 4'8'16'