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HomeMy WebLinkAboutA107B Roof 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 South Veteran's WayPEDCOR DESIGN GROUP LLC A107B Roof 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. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11-26-201911/26/2019 Revision ID Issue Date Issue Name 01 11/26/19 Foundation Release Monday, December 9, 2019, BIMcloud: BIM AC22 - BIMcloud Basic for ARCHICAD 22/Wren/Building J WrenPLAN NORTH D1 A410 B2 LS103 B2 LS103 A1 A302 # A302 A2 A314 A1 A316 A2 A316 A1 A317 A2 A317 A1 A318 A2 A318 A1 A319 A2 A319 A2 A320 #DrgID #LayID A1 A313 A2 A313 #DrgID #LayID A1 A314 A2 A315 A1 A315 A2 A321 A1 A320 1 2.1 1 2.2 2 2.2 #DrgID #LayID 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 Curtain Wall/ 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, unless noted otherwise. 4. Refer to sheets A120 to A139 for interior layout of apartments and details. 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 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 3rd and 5th 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 #DrgID(ref)/#LayID(ref). 11 Control Joints in Corridor Walls see details #DrgID(ref)/#LayID(ref) and #DrgID(ref)/ #LayID(ref). See Sheets #LayID(ref) for dimensions. 12 Full height chainlink partitions with chainlink doors. 13 Vent stacks, reference P series drawings. 14 Roof drains, reference P series drawings. 15 Shaft doors occur on floors 3 and 5. See corresponding plans for locations. 16 Bottom of shaft walls 5'-6" below concrete slab with cap as indicated on note 6 at -5'-6". 17 Metal stair assembly. Reference sheets starting with sheet #LayID(ref). 18 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet #LayID(ref) and S-series drawings. 19 Notch wall above to exposed shaft extension referenced in note 16, while maintaining a 1-hour rating. 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. KP KEY PAD DOOR ACCESS CONTROL KDP KEY PAD DIRECTORY - DOOR ACCESS CONTROL 0 4'8'16'SCALE: 1/8" = 1'-0"1 Roof Plan - Area B