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HomeMy WebLinkAboutA101A FLOOR PLAN.PDFProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CA R M E L C I T Y C E N T E R - B U I L D I N G A 72 0 S . R A N G E L I N E R O A D UN I T 7 0 3 C A R M E L , I N 4 6 0 3 2 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date #CAD Technician #Architect PEDCOR DESIGN GROUP LLC #Pln A101A FLOOR PLAN ##/##/#### THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL ANDUNPUBLISHED 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 BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2013JAMES R. STUTZMAN, AIA, Carmel, Indiana. #Project Status Th u r s d a y , A p r i l 1 8 , 2 0 1 3 ; A L L D A T A : M S : D E S I G N : P R O J E C T S : C A R M E L C I T Y C E N T E R : C C C D r a w i n g s : C C C C o n s t r u c t i o n D o c : B u i l d i n g A : A . 5 0 0 : P E N T H O U S E C D s : P e n t h o u s e T e n a n t s : U N I T - 7 0 3 C U R R E N T : 7 0 3 . p l n E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN PHASE 1, BLDG A F DW D W 13 A104 6 A104 1 A104 1 A105 3 A105 6 A105 10 A105 9'- 6 " 2'- 8 1 / 2 " 7' - 8 1 / 4 " 8'-2 1/2"4'-4 7/8" 1' - 2 1 / 4 " 1'-6 3/8" 8'-2 1/2" 10 ' - 4 1 / 2 " 10 ' - 0 " 2' - 7 " 1'-8" 3' - 1 1 / 4 " 2' - 1 1 / 4 " 7'- 8 1 / 2 " 12'-9 3/4"4'-1 1/8"3'-10 7/8" 4'- 4 1 / 4 " 8'-0 1/4" 4' - 2 3 / 4 " 2' - 1 1 / 4 " 3' - 7 1 / 4 " 9'- 6 1 / 4 " 5'-0"8'-2 1/4"2'-7"13'-2 3/4" 1' - 5 7 / 8 " 4 1 / 4 " 4'-3"15'-0 1/4"6'-3 3/4"16'-0 3/8" 8'-10 1/4"1'-6" 15'-9 1/4" 3' - 1 0 7 / 8 " 6' - 1 " 5' - 0 1 / 8 " 3'-7 1/8"3'-7 1/8" 4' - 0 " 7' - 1 0 1 / 4 " 4' - 0 3 / 8 " 5'-7 5/8" 135° FP1 FP1 FP1 FP1 FP2 FP4 FP4 FP5 FP7 FP7 FP7 FP8 FP8 FP8 FP8 FP6 FP3FP10 FP7 FP11 FP1 FP9 FP12 FP14 FP14 FP15 FP16 S 3 . 5 A FP17 S3.5Bi S 3 . 5 A i 2 S 3 . 5 B S3.5A S3.5A S 3 . 5 A S3.5A S 3 . 5 B i S 3 . 5 A S3.5A S3.5A S 3 . 5 A 3 S 3 . 5 B S3.5B S 3 . 5 B S3.5B S 3 . 5 B 4 S3.5B S 3 . 5 A S3.5A S3.5Ai S 3 . 5 A S3.5A S3.5A 11 S3.5B S 3 . 5 B S 3 . 5 B 7 S 3 . 5 B i 13 S3.5Bi S 3 . 5 B i 9 10 S3.5F 7 S3.5Bi 8 S3 . 5 B i S3.5Bi S 3 . 5 B i 14 S3.5B 6 S3.5B S 3 . 5 B i S3.5B S3.5Bi S 3 . 5 B i S2.5Li S2.5Ki S 2 . 5 L i S 2 . 5 K i S2 . 5 K i S 2 . 5 J i S 2 . 5 K i S 3 . 5 A S 3 . 5 B i S 2 . 5 A S2.5A S 3 . 5 F i 5 S3.5Fi S3.5Bi S3.5Bi S 3 . 5 F S 3 . 5 F i S 2 . 5 A 1 S2.5A S2.5A S 6 B S3.5Fi LIVING ROOM KITCHEN ENTRY PANTRY MECH. LAUNDRY DINING ROOM CLOSET MASTER CLOSET 1 MASTER CLOSET 2 MASTER BATH MASTER BEDROOM GUEST BEDROOM GUEST CLOSET GUEST BATH TOILET TERRACE TERRACE 15 15 HVAC HW G W 40 " A F F PASSAGE MI N . VERIFY VE R I F Y Q RQ.2 Q.5 22 21.9 21.5 21.4 21 PLAN NOTES: FP2 PROVIDE WALL TYPE S3.5A AND LOCATE NEW WALL FRAMING SO THAT STUDS ARE TIGHT TO THE STRUCTURAL COLUMNS OR PLUMBING. ALIGN FINISHED FACES.FP1 FP3 PROVIDE AND INSTALL PLUMBING ACCESS PANEL BLENDING, MATCHING WALL FINISH AND FLUSH. SHOWER BASE. LOCATION OF ADJACENT WALLS ARE CONTINGENT ON SHOWER BASE SELECTED. ALLOW FOR PREROCK OF WALLS AS WELL AS TILE UNDERLAYMENT BOARD WHERE APPLICABLE. SEE 1 & 4/A103. PROVIDE WATER SOFTENER HOOK UP. FROST PROOF HOSE BIB. ONE HOUR DEMISING WALL TO DECK ABOVE. SCOPE PART OF BUILDING SHELL AND CORE. ONE HOUR CORRIDOR WALL TO DECK ABOVE. COMPLETE PENTHOUSE SIDE OF WALL PER DETAILS 1 and 2/A105. SCOPE PART OF BUILDING SHELL AND CORE. FP4 FP5 FP6 FP7 FP8 WASHER AND DRYER HOOK-UPS.FP9 FP10 FP11 CLERESTORY ABOVE. FP12 COAT CLOSET TO BE TWO SHELVES ( WHITE MELAMINE), CHROME ROD AND HARDWARE, TWO WHITE SHELF SUPPORTS AND TWO WHITE SHELF AND ROD SUPPORTS. FP14 MASTER CLOSET TO BE (WOOD GRAIN MELAMINE) WITH CHROME RODS AND HARDWARE FP15 GUEST CLOSET TO BE (WHITE MELAMINE) WITH CHROME RODS AND HARDWARE GENERAL NOTES: 1. 2.REFERENCE THE WALL LEGEND FOR WALL CONSTRUCTION AND WALL TYPES. ALL WALL CONSTRUCTION TO BE S3.5Bi, UNLESS NOTED OTHERWISE. ALL WALL CONSTRUCTION AT COLUMNS PILASTERS TO BE S3.5A UNLESS NOTED OTHERWISE. 3. 5. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS, INCLUDING BLOCKING FOR TV'S W/ OUTLETS MOUNTED AT +64". 6. RADIUS ALL OUTSIDE CORNERS OF COUNTER TOPS. SIZE OF RADIUS TO BE VERIFIED WITH ARCHITECT. 4. NEW DOOR AND FRAME SYMBOLS CORRESPOND TO DOOR/FRAME/HDWR TYPES AS LISTED ON THE DOOR/FRAME/HDWR LEGEND. 7. 8. 9. APPLY SEALANT AT ALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL, AND AT ALL COUNTERTOPS AND BACKSPLASH JUNCTURES. 10. 11. 12. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 15. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF TOP LAYER OF SOUND ISOLATION SYSTEM AND NEW FLOOR FINISHES AS SCHEDULED. SEE 3, 4, 5/A105 FOR DETAILS. 13. 14. ALL WALLS INDENTIFIED ON THE ARCHITECTURAL SHELL PACKAGE (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED, AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. MOISTURE & MOLD RESISTANT GYPSUM BOARD TO BE USED WITHIN ALL BATHROOMS. 17. ALL WALLS SHALL BE CHALKED OFF FOR ARCHITECT'S REVIEW OF NEW WALL CONSTRUCTION. COORDINATE CLEARANCE AND ACCESS FOR MECHANICAL UNITS WITH MECHANICAL DESIGN/ BUILDER. CONTACT ARCHITECT TO COORDINATE ISSUES. CEMENT BOARD TO BE USED IN ALL SECTIONS AND PORTIONS OF WALLS AND CEILINGS W/ TILE FINISH. SEE FINISH PLANS AND REFERENCE CEILING PLANS TO COORDINATE FINISH LOCATION. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS NOTED OR SHOWN OTHERWISE. TUBS AND SHOWERS AT WALLS W/ (2) LAYERS OF DRYWALL ARE MEASURED TO THE 1ST LAYER OF DRYWALL. ANY DIMENSION NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. 18. 19. WALL TAG "SXXX + XX AFF" IDENTIFIES HEIGHT OF NEW LOW WALL CONSTRUCTION ABOVE FINISHED FLOOR. PROVIDE METAL KNEE BRACES AT UNSUPPORTED ENDS OF WALL. 20. ALL EXISTING BUILDING SHELL WALLS ARE DENOTED WITH SOLID FILL. VERIFY THE PRESENSE OF INSTALLED INSULATION AND GYPSUM SHEATHING AT EXTERIOR WALLS, DEMISING AND CORRIDOR WALLS. VERIFY INSULATION AT WALL OPENING JAMB STUDS. INSULATE WALLS WHERE LEFT VOID IN ALL CONDITIONS. WHERE NEW MEP ROUGH-INS OCCUR, INCLUDE DEMOLITION AND NEW GYPSUM BOARD AS REQUIRED AT THESE EXISTING SHEATHING LOCATIONS. 21. ALL INTERIOR WALLS TO EXTEND TO BOTTOM OF FINISHED CEILING UNLESS OTHERWISE NOTED. 22. ALL WINDOWS ARE TO HAVE A MINIMUM 4" OF CLEARANCE FROM ADJACENT WALL. SEE ENLARGED UNIT PLANS FOR DIMENSIONS, WALL TYPES, AND CONSTRUCTION DETAILS. ALL DRYWALL WRAPPED OPENINGS ARE TO BE 3'-0" X 7'-0" (UNLESS OTHERWISE NOTED), CENTERED ON HALL WITH 3" MINIMUM EACH SIDE. NEW PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN EACH UNIT. PLACE FIRE EXTINGUISHER IN CABINET UNDER SINK. FLOOR COVERING CALLED OUT ON FINISH PLAN. REFERENCE DETAILS 3, 4, 5/105 FOR ACOUSTICAL FLOOR ASSEMBLY. BASE LAYERS OF ASSEMBLY ARE PART OF THE BUILDING SHELL AND CORE SCOPE, WHILE THE TOP REGUPOL LAYER SHALL BE PART OF THE TENANT IMPROVEMENTS. FIRE ALARM: INTERFACE FIRE ALARM SYSTEM WITH THE MAIN BUILDING FIRE ALARM FOLLOWING REQUIREMENTS FOR HIGH-RISE BUILDINGS PER THE INDIANA BUILDING CODE. PROVIDE A QUAD RECEPTACLE NEXT TO ANY DATA LOCATION. PROVIDE THE FOLLOWING THROUGHOUT THE PENTHOUSE AS DIRECTED BY THE ARCHITECT. WORK PROVIDED BY ALLOWANCE. a. DATA, b. PHONE, ALL WALLS ARE TO BE PRIMED AND PAINTED UNLESS OTHERWISE NOTED- ALL WALLS TO BE LEVEL 4 DRYWALL FINISH, ALL CEILINGS TO BE LEVEL 5. ALL DOORS AND WINDOWS TO RECEIVE POPLAR JAMB, CASING, STOOL, AND APRON WHERE APPROPRIATE. REF. 8/A103 FOR TYP. DETAILS. 23.. AT TUBS, SHOWERS AND TOILETS, INCLUDE BLOCKING FOR FUTURE GRAB BARS PER DETAIL 10/A103. 24. USE TESTED FIRE ASSEMBLIES FOR WALL PENETRATIONS AT RATED WALLS AND PARTITIONS WHERE REQUIRED BY CODE. 25. HOT WATER HEATERS SHALL STACK OR HANG FROM CEILING. SEE DETAIL 3/A103 FOR WOOD PROFILES TO BE USED. 26. 16. 27. 28. 29. 30. 31. 32. 33. 34. ALL CASEWORK AND COUNTERS TO BE SELECTED BY ARCHITECT. PRICE CASEWORK AT A MINIMUM EQUIVALENT TO MERILLAT'S CLASSIC DELUXE LINE WITH SCRIBE MOULDING. PRICE COUNTER TOPS AT A MINIMUM EQUIVALENT TO GIALLO FIRIOTO GRANITE. KITCHEN APPLIANCES TO BE PROVIDED BY FERGUSON. CONTACT JOEY THARP 317-705-0794. PRICE CLOSETS TO A MINIMUM EQUIVALENT OF INNOVATIVE CLOSET CO., ARCHITECT TO PROVIDE DRAWINGS AND ESTIMATES. PLUMBING FIXTURES TO BE PROVIDED BY FERGUSON. CONTACT JOEY THARP 317-705-0794. 35.ANY RECESSED ELECTRICAL BOXES/ DEVICES IN DEMISING WALLS BETWEEN SEPARATE UNITS ARE TO BE STAGGERED (SEPARATE STUD CAVITIES) RELATIVE TO ONE ANOTHER TO MINIMIZE ANY SOUND TRANSMISSION BETWEEN UNITS. FP16 PANTRY SHELVING TO BE WHITE MELAMINE). EXTERIOR GAS HOOK-UP FOR FUTURE EXTERIOR RANGE AND PROVIDE DRY PENDANT FIRE PROTECTION PIPE ON WALL ABOVE GAS HOOK UP. FP17 VERIFY TUB FRAMING DIMENSIONS WITH MANUFACTURER. Thickness Wall Legend Plan View Section View Brief Description S2.5Ki S3.5A S3.5Ai S3.5Bi S3.5Fi S2.5Ji S3.5B S6B S2.5A S3.5F 2-1/2" Metal stud wall, min. 16" o.c.;(2) layers of 5/8" gypsum board on one side w/ additional 1-1/2" batt insulation (see specifications for requirements).5 1/4" Lateral Bracing — Right angle- shaped, supplied with notches spaced 12, 16, or 24 in. OC., friction- fitted to the cutouts in steel studs, supplied in 7/8 in. by 7/8 in. by 50 in. lengths. Lateral bracing bars fabricated from min. 20 MSG galvanized steel. The bracing shall meet the 1996 Edition of the American Iron and Steel Institute (AISI) "Specification for the Design of Cold- Formed Steel Structural Members. DIETRICH INDUSTRIES INC — TradeReady Spazzer 9200 bar 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" gypsum board on one side.4 1/4" 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" gypsum board on one side, with batt insulation (see specifications for requirements).4 1/4" 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" gypsum board on both sides, with batt insulation (see specifications for requirements).4 7/8" 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" Moisture and Mold Resistant board, on one side, 5/8" gypsum, on one side, with batt insulation (see specifications for requirements). 4 7/8" 2-1/2" Metal stud wall, min. 16" o.c.;(2) layers of 5/8" gypsum board on one side w/ batt insulation. 3 3/4"Lateral Bracing — Right angle- shaped, supplied with notches spaced 12, 16, or 24 in. OC., friction- fitted to the cutouts in steel studs, supplied in 7/8 in. by 7/8 in. by 50 in. lengths. Lateral bracing bars fabricated from min. 20 MSG galvanized steel. The bracing shall meet the 1996 Edition of the American Iron and Steel Institute (AISI) "Specification for the Design of Cold- Formed Steel Structural Members. DIETRICH INDUSTRIES INC — TradeReady Spazzer 9200 bar 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" gypsum board on both sides.4 7/8" 6" Metal stud wall, min. 16" o.c.; 5/8" gypsum board on both sides.7 1/4" 2-1/2" Metal stud wall, min. 16" o.c.; 5/8" gypsum board on one side; 1" space on one side.4 1/8" 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" Moisture and Mold Resistant board, on one side, 5/8" gypsum, on one side. 4 7/8" S3.5Bi WALL TYPE NOTATION 1. Wall tags with additional dimensional text indicate wall height, such as: Any wall tags without such additional noting are to be assumed to go to underside of structural deck above or as indicated in associated wall sections. 2. Some walls may have more than one wall type tag, signifying that: a. either the wall has a core wall type with additional wall materials required or, b. the wall is a given wall type at the floor (to a certain height), then changes to another wall type above. 3. Any wall type designation showing a letter " i " indicates that insulation is required. See either Schedule and/or specification for wall insulation type required. 4. Any wall sheathing indicated on a wall type shall be exterior sheathing when the wall is used for an exterior wall. This includes porches, mechanical rooms, elevator shafts and machine rooms and parking level spaces. +42" AFF DOOR FRAME MATERIAL 5 STYLE MDF MARK DOOR SCHEDULE DOOR SCHEDULE LEGEND: WD2-PANEL 3'-0" X 7'-0" X 1-3/4" SIZELOCATIONELEV. 6 7 REMARKS 8 1 HARDWARE SET 2 3 4 9 ENTRY DUMMY, BALL CATCH 2'-10" X 6'-8" X 1-3/8"PASSAGEWD WD WD WD WD WD WD A A A B C A PAINTED MDF, 20 MINUTE, CLOSURE HINGES PAINTED MDF PAINTED MDF PAINTED MDF PAINTED MDF PAINTED MDF PAINTED MDF 10 11 EXISTING EXTERIOR METAL DOORN/AN/AN/A A 2-PANEL (PAIR) 2-PANEL 2-PANEL 2-PANEL 2-PANEL 2-PANEL (2) 3'-0" X 6'-8" X 1-3/8" 2'-10" X 6'-8" X 1-3/8" 2'-10" X 6'-8" X 1-3/8" 2'-10" X 6'-8" X 1-3/8" MDF MDF MDF MDF MDF MDF MDF MDF WD PASSAGE PRIVACY PAINTED MDF PAINTED MDF WD PAINTED MDFMDF 2'-10" X 6'-8" X 1-3/8"A B 2'-10" X 6'-8" X 1-3/8" 15 WD PAINTED MDFMDF (2) 2'-0" X 6'-8" X 1-3/8" PASSAGE 2-PANEL 2'-10" X 6'-8" X 1-3/8"PRIVACY PASSAGE 2-PANEL PASSAGE 2-PANEL (PAIR) DUMMY, BALL CATCH 2-PANEL 2'-10" X 6'-8" X 1-3/8"A A 12 13 14 WD PAINTED MDFMDF2-PANEL 2'-10" X 6'-8" X 1-3/8"A WD PAINTED MDFMDF2-PANEL 2'-10" X 6'-8" X 1-3/8"A PRIVACY PRIVACY PRIVACY WD PAINTED MDFMDF2-PANEL 2'-10" X 6'-8" X 1-3/8"A PASSAGE NOTES: 1. ALL CASING AND JAMBS TO BE PAINTED POPLAR. 2. ARCHITECT TO SELECT DOOR HARDWARE. MATCH HINGES TO SELECTED HARDWARE. DOOR PROVIDER TO COORDINATE WITH HARDWARE PROVIDER. 3. DOOR LEAF DESIGN TO BE TRU STILE TS2060. REF. TO 2/A101A FOR ELEVATIONS. 4. DOOR TYPE "C" TO BE 1 3/4" THICK, 3'-0" WIDE BY 7'-0" TALL, TRUSTILE, STYLE #TS2060, PAINTED SOLID MDF, STICKINGAND PANEL PROFILES TO MATCH CONDOMINIUMUNIT 616. FRAMES AND CASINGS TO BE PAINTED POPLAR WOOD WITH CASING PROFILE TO MATCH EXISTING ENTRY DOOR AT CONDOMINIUM 604. REF. ATTACHED TRUSTILE TS2960 DRAWING. 5. PROVIDE NEW DOOR HARDWARE: #? ENTRANCE HANDLE SETS: EMTEK, STYLE: MELROSE MORTISE, 3305. X? INTERIOR LEVER STYLE: SION (SIO) AND RECTANGULAR ROSETTE. HINGES ON ENTRY DOORS TO BE SELF CLOSING FOR 20 MINUTE DOOR RATING. ALL HARDWARE TO BE SATIN NICKEL FINISH (US15). 6. PAINT EXTERIOR OF DOOR LEAF, AND EXTERIOR DOOR FRAME HEAD/ JAMB AND CASING WITH: BENJAMIN MOORE, COLOR: STORM SKY 1616, FINISH:SEMI-GLOSS. PAINT INTERIOR OF DOOR FRAME, INTERIOR OF DOOR LEAF AND CASING WITH PAINT TO MATCH THE CONDOMINIUM INTERIOR TRIM COLOR AND FINISH, P2 ON FINISH LEGEND. 7' - 0 " 3'-0"VARIES2'-10" 6' - 8 " 20 MIN. A B C ENTRY SCALE: 1/4" = 1'-0" 1 FLOOR PLAN A101A 0 2'4'8' SCALE: 3/8" = 1'-0" 2 DOOR PANEL ELEVATIONS A101A 0 2'4'6' BANK SET 03.08.13 STATE RELEASE 04.16.13 CDB, LGA 03.08.13 DJS,RJP