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HomeMy WebLinkAboutA102RB 2nd Floor Relief Angle Plan - Area BProject: 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 DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC 2nd Floor Relief Angle Plan - Area B 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 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11-26-201911/26/2019 A 10 2 R B Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 5/10/21 Steel Release #2 BID PHASE II ADD OPENING IN STAIR #3, STEEL RELEASE - BID PHASE II 18, 20 Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren345678910DOWNRELIEF ANGLE RELIEF ANGLE RELIEF ANGLE RELIEFANGLERELIEFANGLERELIEFANGLERELIEFANGLERELIEFANGLERELIEF ANGLERELIEFANGLERELIEFANGLERELIEF ANGLE RELIEF ANGLE RELIEF ANGLE RELIEF ANGLE PLAZA SIDE - NO RELIEF ANGLESNOTE: SOLID DARK LINE REPRESENTS EDGE OF SLAB NOTE: DASHED LINE REPRESENTS OUTSIDE EDGE OF BRICK RELIEF ANGLE. T/RELIEF ANGLE FLUSH WITH T/ 2ND FLOOR SLAB. REF. A300s & S-SERIES DWGS.FLOOR PLANAREA AFLOOR PLANAREA AFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA B345DOWN345678910DOWN6 7 8 9 10 123451234567898910891011123456789101112UP1 2 3 CL CL345DOWN1234567UP123456UP8TREADSCL CL CL CL BR ICK TYPE 1: BELDEN COMMODORE V ELOUR, UTILITY BR ICK TYPE 2: BELDEN 661 SMOOTH, UTILITY BR ICK TYPE 3: BELDEN COMMODOR E VELOUR, UTILITY T HIN 3/4" THICK BR ICK TYPE 4: BELDEN 661 SMOOTH, UT ILITY THIN 3/4" THICK BRICK LEGEND: BRK 1 BRK 3 BRK 2 BRK 4 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 All formed concrete stairs require embedded steel nosings like Wooster Products Type 241BF. 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 6" 1-HR metal stud wall above existing CIP/CMU wall up to deck above 9 Mech, units above, refer to M-Series sheets. 10 1-HR safing between ex. column and new CIP wall w/ aluminum cover plate protecting safing material up to deck. 11 Down spout, 4" PVC, for gutter at building expansion joint. 12 Overhead 4" PVC, for gutter at building expansion joint. 13 Provide polyvinyl V.P. at inside face of exterior walls, without gypsum board. 14 Recessed access directory. Reference E-Series drawings. 15 At commercial spaces, provide vapor retarder and batt insulation at exterior walls, space side of corrodor walls and demising walls. Gypsum board shown in wall type will be scoped for later tenant work, unless deirected by Pedcor Development, Owner, Architect or Signature Construction to include it in the Building Shell scope of work. 16 See sheet A405 for enlarged shaft plans. 17 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. 18 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceiling penetrations. 19 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. 20 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 21 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail D3/A503. 22 Control Joints in Corridor Walls see details A3/A503 and B3/A503. See Sheets #LayID(ref) for dimensions. 23 Vent stacks, reference P-Series drawings. 24 Roof drains, reference P-Series drawings. 25 Metal stair assembly. Reference sheets starting with sheet A410. 26 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet A504 and S-Series drawings. 27 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 28 Future slab opening. Provide concrete composite slab. 29 Prime and paint exterior glass matt gypsum sheathing. Drywall finish system must be exterior grade and compatible for the paint primer. 30 Match slab finish at hotel floor, not including finish material. 31 See Shts #### for renovation of hotel interiors for connection of the two buildings. KP KEY PAD DOOR ACCESS CONTROL KPD KEY PAD DIRECTORY - DOOR ACCESS CONTROL GENERAL PLAN NOTES: 1. Dimensions are to face of studs unless otherwise noted. 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 to A137 for interior layout of apartments and details. 5. See shaft sheet A405 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). Two hour for any 3rd floor locations and one 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 3rd, 4th, 5th and 6th 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 A504-A506 for balcony types and details: B1 to B# 13. For 4th and 5th floor plans see 3rd floor sheets (A103A and A103B) for dimensions, notes and detail markers pertaining to floors 3, 4 and 5, unless noted otherwise. SCALE: 1/8" = 1'-0" 1 2nd Floor Relief Angle Plan A102RB 0 4'8'16'