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Home My WebLink AboutCombined.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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - T100 Title Sheet Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. N 28 27.5 27 26.5 26 24 23 22 21.5 20 21 25 M N P Q R SR.5Q.5P.5N.5M.5 28 27.5 27 26.5 26 24 23 22 21.5 20 21 25 M N P Q R SR.5Q.5P.5N.5M.5 SCALE: 1/16" = 1'-0" 1 603-605 Overall Sixth Floor Plan T100 0 8'16'32' 24 23 24 23 28 27.5 27 26.5 26 25 28 27.5 27 26.5 26 25 22 21.5 20 21 22 21.5 20 21 SITE MAP SITE VICINITY MAP SITE MAP CONDO 603-605 GENERAL CONTRACTOR: JAMES ROBERT STUTZMAN, AIA, NCARB PEDCOR DESIGN GROUP, LLC 355 CITY CENTER DRIVE CARMEL, INDIANA 46032 PHONE: (317) 705-7979 FAX: (317) 705-7980 ARCHITECT: SIGNATURE CONSTRUCTION ONE PEDCOR SQUARE 720 3RD AVENUE S.W. CARMEL, INDIANA 46032 PHONE: (317) 817-0360 FAX: (317) 817-0362 OWNER: PEDCOR INVESTMENTS, LLC 770 3rd Avenue SW Carmel, Indiana 46032 DRAWING INDEX Sht # Sheet Name T100 Title Sheet L100 LIFE SAFETY PLAN A101A UNIT 605 DEMO PLAN A101B UNITS 603- 605 CONSTRUCTION PLAN A101C UNITS 603-605 CEILING PLAN A101D UNITS 603-605 FINISH/ELECTRICAL PLAN A102 UNITS 603-605 ENLARGED PLANS DETAILS A103 UNITS 603-605 GENERAL AND FIREPROOFING DETAILS A104 SCHEDULES A400 LARGE BALCONY RAILINGS A401 LARGE BALCONY RAILINGS Condominium Address: Carmel City Center 720 S. Rangeline Road Gainsborough Unit 605 Carmel, In 46032 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 CARMEL CITY CENTER PHASE 1 Project: CONDOMINIUM UNIT 603-605 Unit 603-605 Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - L100 LIFE SAFETY PLAN Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. N 603-605 CONDO LIFE SAFETY & CODE SUMMARY PROJECT SUMMARY This project is a new single-tenant residential project known as the 603-605 CONDO, occupying 3,412 square feet of the sixth (6th) floor of an existing Shell and Core project known as Carmel City Center. Previously filed as two separate entities, Units 603 and 605 are now combined into a single-tenant occupancy and remodeled as indicated. 603-605 CONDO is a Group R-2 occupancy, and the construction type is I-B. The entire facility is fully protected by an automatic sprinkler system, and is surrounded by at least 30 feet of yard depth. The 603-605 CONDO is a Residential Occupancy. APPLICABLE CODES & STANDARDS Indiana General Administrative Rules (675 IAC 12) 2006 0- OCCUPANCY CLASSIFICATIONS: 603-605 CONDO Tenant: Group R-2 Building Shell & Core: Group A-2, A-3, B, M, R-2 Parking Garage: Group S-2, B, M OCCUPANT LOAD 603-605 CONDO Total Gross Area 3,412 sq ft R-2 Occupancy @ 200 sf/person 17 persons CONSTRUCTION TYPES: 603-605 CONDO Tenant: Type I-B Upper Building Shell & Core: Type I-B Parking Garage: Type I-A BUILDING AREAS: 603-605 CONDO Tenant: 3,412 sf Shell & Core: (Total Building A) 309,587 sf FIRE RESISTANCE Residential & Shell & Core (Ground Floor): Walls: All construction to be non-combustible Exit Passageways: 2 hours Fire walls: 2 hours Exit Access Corridors: 1 hour Ceiling: 3 hours INTERIOR FINISHES Residential & Shell & Core (Ground Floor): Vertical Exits & Passageways: Class B Exit Access Corridors Class C All Others Class C FIRE PROTECTION 100% protection by an automatic sprinkler system per NFPA 13-2010 100% protection by a fire alarm & enunciator system meeting NFPA 72-2002 Sprinkler fire pump and backup power meeting NFPA 20-1999 Stairway pressurization meeting IBC 2008 and NFPA 92A-2002 ACCESSIBILITY REQUIREMENTS All tenant restrooms comply with ICC/ANSI A117.1-2003; Section 604.5.1; and 2010 ADA PREVIOUS IDHS APPROVALS Project No. 317769 CDR Letter Foundation Release 04.25.06 Project No. 317796 CDR Letter Standard Release - Architectural & Structural 06.19.07 Project No. 356565 Unit 605 CDR Letter Standard Release 02.27.12 Project No. 366517 Unit 603 Filing for Standard Release RFI Issued 08.08.13 Filing Rescinded 28 27.5 27 26.5 26 24 23 22 21.5 20 21 25 28 27.5 27 26.5 26 24 23 22 21.5 20 21 25 24 23 24 23 28 27.5 27 26.5 26 25 28 27.5 27 26.5 26 25 22 21.5 20 21 22 21.5 20 21 M N P Q RQ.5P.5N.5M.5M N P Q RQ.5P.5N.5M.5 667.75 sq ft 75.11 sq ft SCALE: 1/16" = 1'-0" 1 Overall Sixth Floor Plan L100 0 8'16'32' CONDO 603-605 41 ' - 4 " 9'-5" 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 F R FOYER100 LIBRARY114 MASTERBATHROOM118 CLOSET117 MASTERBEDROOM116 BATHROOM115LAUNDRYROOM120 PANTRY122 CLOSET119 LINEN MECHANICAL111 UTILITYCL.121 DINING109 KITCHEN112 LIVING ROOM106 BEDROOM104 GUESTBATH104B POWDERROOM103 CLOSET104A HALL102 COATS101 MECH.105 DISHPANTRY110 BAR108 FIREPLACE SITTING113 STOR.107 G G G CW CW G G G G G Unit 603-605 50'-0" 46'-9" Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - A101A DEMO PLANS Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. N 27 26.5 26 24 25 27 26.5 26 24 25 REMOVE WALLS SHOWN WITH DASHED LINES. PATCH ADJACENT WALL AS NECESSARY. DEMOLITION PLAN NOTES: DP1 DP2 DP3 DP4 DP5 DP6 DP7 DP8 DP9 DP10 REMOVE EXISTING DOORS AND FRAMES. SAVE FOR LANDLORD REUSE. REMOVE EXISTING COAT ROD AND SHELF AND/OR SHELVES. SAVE FOR LANDLORD REUSE. REMOVE DOUBLE VANITY W/ COUNTER, SINKS, AND FAUCETS. SAVE FOR REUSE IN NEW GUEST BATH 115. REMOVE ELECTRICAL/DATA/TV OUTLETS/SWITCHES INCLUDING ALL WIRING BACK TO MAIN PANEL. PATCH WALL AT REMOVED DEVICE LOCATIONS. REMOVE EXISTING FLOORING AND PREP FOR NEW FLOORING. REMOVE EXISTING HORN-STROBE. SAVE FOR REUSE. PATCH WALL AT REMOVED DEVICE LOCATION. REMOVE EXISTING KITCHEN CABINETS. SAVE FOR LANDLORD REUSE. REMOVE EXISTING CEILING TILE AND GRID. SAVE FOR LANDLORD REUSE. REMOVE EXISTING PLUMBING FIXTURES. SAVE FOR LANDLORD REUSE.DP11 REMOVE EXISTING ELECTRICAL PANEL. SAVE FOR REUSE. SEE NEW LOCATION ON ELECTRICAL PLAN. DP12 DP13 DP14 REMOVE EXISTING SHOWER PAN/TUB. SAVE FOR REUSE.DP15 REMOVE LIGHT FIXTURES AND EXHAUST FANS. SAVE FOR REUSE AS NOTED ON ELECTRICAL PLAN WITH 'R'. RETURN REMAINING FIXTURES TO LANDLORD FOR REUSE. REMOVE EXISTING KITCHEN APPLIANCES. SAVE FOR LANDLORD REUSE. REMOVE EXISTING SMOKE DETECTORS. SAVE FOR REUSE. REMOVE THERMOSTAT, HVAC, AND ALL ASSOCIATED DUCTWORK.DP16 27 26.5 26 24 25 27 26.5 26 24 25 1. GENERAL DEMOLITION NOTES: REMOVE ALL WALLS, MILLWORK, DOORS AND DOOR FRAMES AS SHOWN DASHED. RESERVE DOORS AND DOOR FRAMES FOR RE-USE IN NEW PROJECT SCOPE. 2. 3. SAVE ALL ITEMS REMOVED FROM THE SPACE PER OWNER'S DIRECTION UNLESS NOTED OTHERWISE. REMOVE ALL EXISTING BLINDS AT PERIMETER WINDOW LIGHT LOCATIONS. BLINDS ARE TO BE STORED IN SAFE LOCATION. 5. 4.DEMOLISH DENOTED EXISTING CEILING SYSTEM CLEARLY AND CLEANLY BACK TO A POINT WHERE INSTALLATION OF NEW CEILING SYSTEM IS POSSIBLE. SEE CEILING DEMOLITION PLAN FOR EXTENT OF WORK. DEMOLISH EXISTING WALL AND/OR FLOOR SURFACES BACK TO A POINT WHERE INSTALLATION OF NEW FLOORING FINISHES IS POSSIBLE. PROVIDE AN EVEN FLOOR SURFACE IN PREPARATION FOR NEW FLOOR FINISH. 6. 7. REMOVE EXISTING FINISHES WHERE NEW FINISHES ARE TO BE INSTALLED. REFERENCE FINISH PLAN TO COORDINATE LOCATION OF NEW FINISHES. REMOVE ELECTRICAL AND DEVICE LINES IN WALLS THAT ARE TO BE REMOVED, INCLUDING ALL ATTACHED WIRING. DEMOLISH ELECTRICAL DEVICES AND WIRING BACK TO A POINT WHEREAS PROPER PREPERATION FOR NEW FINISHES IS POSSIBLE. SEE ELECTRICAL AND FINISH PLANS FOR FURTHER INFORMATION. 8.ALL DEMOLISHED RECEPTICLES FROM EXISTING WALLS TO REMAIN SHALL HAVE DRYWALL PATCHED AND REPAIRED PRIOR TO INSTALLATION OF WALL FINISHES. WALL LEGEND: EXISTING CONSTRUCTION TO BE REMOVED. EXISTING PARTITION TO REMAIN.REMOVE DOOR/FRAME AND SAVE FOR REUSE. REMOVE SECTION OF WALL AND PREP FOR NEW CONSTRUCTION. REMOVE CASEWORK AND SAVE FOR REUSE. REMOVE EXISTING PROJECTION SCREEN AND PROJECTOR AND SAVE FOR REUSE. REMOVE AND CAP EXISTING POWER AND DATA IN FLOOR. REMOVE EXISTING FLOORCOVERING FROM THIS AREA AND PREP FOR NEW FLOORING. DUPLEX WALL OUTLET TO BE REMOVED. PHONE/DATA WALL OUTLET TO BE REMOVED. T REMOVE DOOR TRIME AND PREP FOR NEW CONSTRUCTION. T.V. OUTLET TO BE REMOVED. THERMOSTAT TO BE REMOVED. REMOVE MOVEABLE PARTITIONS AND SAVE FOR OWNER'S REUSE. INCLUDE CEILING MOUNTED TRACK. REMOVE TWO (2) ROWS OF EXISTING PRESENTATION RAIL. SAVE FOR REUSE. REMOVE ELECTRICAL/DATA/TV OUTLETS/SWITCHES INCLUDING ALL ATTACHED WIRING BACK TO THE MAIN PANEL. PATCH WALL AT REMOVED DEVICE LOCATION. REMOVE WORKSTATION FURNITURE AND SAVE FOR OWNER'S REUSE. LIGHT FIXTURE TO BE REMOVED. EXIT SIGN TO BE REMOVED. LIGHT SWITCH TO BE REMOVED. EMERGENCY LIGHTING TO BE REMOVED. DENOTES AREA NOT IN CONTRACT. PULL HORN/STROBE AND PULL STATION TO BE REMOVED. CONDO 603-605 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 P QP.5P QP.5 DW R S S S S 2'-5 1/2" 2'-5 7/8" 2'-10 3/4" DP6 DP2 DP2DP2 DP2 DP2 DP2 DP2 DP2 DP2 DP2 DP3 DP3 DP3 DP3 DP7 DP7 DP7 DP7 DP7 DP7 DP7 DP7 DP7 DP7 DP7 DP8 DP8 DP8 DP8 DP8 DP8 DP8 DP8 DP8 DP8 DP8 DP7 DP9 DP9 DP9 DP9 DP10 DP11 DP11 DP11 DP12DP2 DP13 DP15 DP16 DP1 DP1 DP1 DP1 DP1 DP1 DP1 DP1 DP1 DP1 DP1 DP1 DP1 DP15 DP15 DP2 DP1 E J P D +44+44 E J P D D J M D J M +39 +39+44 +44 SCALE: 1/4" = 1'-0" 1 DEMO PLAN-WALLS A101A 0 2'4'8' P QP.5P QP.5 SD SD DP4 DP4 DP4 DP4 DP4 DP4 DP4 DP4 DP4 DP4 DP4 DP4 DP5 DP5 DP5 DP5 DP5 DP5 DP5 DP5 DP5 DP5 DP5 DP5 DP14 DP14 E J P D E J P D D J M D J M 3 3 3 SCALE: 1/4" = 1'-0" 2 DEMO PLAN-CEILING A101A 0 2'4'8' Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - A101B CONSTRUCTION PLAN Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. N 27 26.5 26 24 25 27 26.5 26 24 25 ALIGN FINISHED FACES. PLAN NOTES: FP1 FP2 FP3 FP4 FP5 FP6 FP7 FP8 FP9 FP10 LOCATE NEW WALL FRAMING SO THAT STUDS ARE TIGHT TO THE STRUCTURAL COLUMNS OR PLUMBING. EXTERIOR GAS HOOK-UP FOR FUTURE GRILL. PROVIDE DRY PENDANT FIRE PROTECTION PIPE ON WALL ABOVE GAS HOOK-UP. PROVIDE FROST PROOF HOSE BIB. PROVIDE ALL PLUMBING STUBBED AND DISTRIBUTED READY FOR BUYER PROVIDED AND INSTALLED FIXTURES. CAP FEEDS AND INCLUDE SHUT OFF VALVES. PROVIDE PLUMBING AND INSTALLATION OF (1) TRADITIONAL SHOWER DRAIN AND (1) SLOT DRAIN AT SHOWER ENTRY, WATERPROOFING AND SLOPED MUD BASE READY FOR TILE. INCLUDE FRAMED BENCH SEAT 12"DP X 16"H. SLOT DRAIN TO BE: SCHLUTER, KERDI-LINE, SOLID STAINLESS STEEL GRATE. SEE 1, 2 & 8/A103 FOR TYPICAL DETAILS. GENERAL NOTES: 1. 2.REFERENCE THE WALL LEGEND FOR WALL CONSTRUCTION AND WALL TYPES. ALL WALL CONSTRUCTION TO BE S3.5B, UNLES S 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. 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 BY BUYER. SEE DETAILS 12-13-14/A103. 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 MEETING ASTM D3273TO BE USED WITHIN ALL BATHROOMS UNLESS NOTED OTHERWISE. 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. 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. ALL CASEWORK, COUNTERS, AND SINKS TO BE PROVIDED BY BUYER UNLESS NOTED OTHERWISE. REFERENCE FINISH LEGEND ON A101D FOR FLOOR COVERINGS. REFERENCE DETAILS 12, 13, 14/A103 FOR ACOUSTICAL FLOOR ASSEMBLY. BASE LAYERS OF ASSEMBLY ARE PART OF THE BUILDING SHELL AND CORE SCOPE. WHITE THE TOP LAYER SHALL BE PART OF THE TENANT IMPROVEMENTS. KITCHEN AND BAR APPLIANCES AND PLUMBING FIXTURES TO BE PROVIDED BY BUYER UNLESS NOTED OTHERWISE. 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 RECEPTACLE NEXT TO ANY DATA LOCATION. ALL WALLS ARE TO BE TAPED, SPACKLED, AND SANDED UNLESS OTHERWISE NOTED. WINDOWS IN LIBRARY AND BEDROOMS ONLY TO RECEIVE WOOD APRON, CASING, AND STOOL. SEE DETAIL 6/A103. ALL OTHER EXTERIOR WINDOW AND DOORS TO BE DRYWALL WRAPPED. 23. AT TUBS, SHOWERS AND TOILETS, INCLUDE BLOCKING FOR FUTURE GRAB BARS PER DETAIL 7/A103. USE TESTED FIRE ASSEMBLIES FOR WALL PENETRATIONS AT RATED WALLS AND PARTITIONS WHERE REQUIRED BY CODE. 24. 25. 16. 26.COORDINATE PLUMBING ROUGH-INS W/ CABINET SUPPLIER. FP11 FP12 PROVIDE FULL HEIGHT BLOCKING AS REQUIRED FOR BUYER PROVIDED AND INSTALLED SHELVING. COORDINATE LOCATIONS IN FIELD WITH BUYER. SEE A400 SERIES SHEETS FOR PATIO RAIL SYSTEM AT NORTH AND EAST FACADE. PROVIDE DRAIN FOR BUYER PROVIDED AND INSTALLED ESPRESSO MACHINE. PROVIDE SINGLE ROD AND SHELF IN ALL CLOSETS OF SAME QUALITY EXISTING SHELVING IN UNIT 605 UNLESS NOTED OTHERWISE. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. ANY RECESSED ELECTRICAL BOXES / DEVICES IN DEMISING WALLS BETWEEN SEPARATE APARTMENTS OR CONDOMINIUMS ARE TO BE STAGGERED (SEPARATE STUD CAVITIES) RELATIVE TO ONE ANOTHER TO MINIMIZE ANY SOUND TRANSMISSION BETWEEN UNITS. PROVIDE PLUMBING AND INSTALLATION OF SHOWER DRAIN, FOR MANUFACTURED SHOWER PAN TO BE: TILE REDI, 3636X-PVC SINGLE CURB SHOWER PAN. INSTALL WITH REDI FLASH FLASHING. SEE 1, 2 & 8/A103 FOR TYPICAL DETAILS. PROVIDE PLUMBING AND INSTALLATION OF BUYER PROVIDED DROP-IN TUB. SEE DETAIL 9/A102. SHOWER SHOULD BE WATERPROOF AND READY FOR TILE. INSTALLATION OF TILE IS BUYER COST. PROVIDE PLUMBING AND INSTALLATION OF SHOWER DRAIN, FOR MANUFACTURED SHOWER PAN TO BE: TILE REDI, 3760X-PVC SINGLE CURB SHOWER PAN. INSTALL WITH REDI FLASH FLASHING. SEE 1, 2 & 8/A103 FOR TYPICAL DETAILS. FP13 ALL WALLS TO BE TAPED, SPACKLED, AND SANDED READY FOR BUYER TO PRIME, PAINT AND/ OR WALLPAPER. PROVIDE DOUBLE ROD AND SHELF OF SAME QUALITY EXISTING SHELVING IN UNIT 605 UNLESS NOTED OTHERWISE. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. PROVIDE OPENING IN WALL FOR APPLIANCE GARAGE. SEE DETAIL 7/A102. PROVIDE OPENING IN WALL FOR BUYER PROVIDED AND INSTALLED MEDICINE CABINETS. SEE DETAIL 4/A102. FP14 FP15 FP16 FP18 FP20 FP17 FP19 PROVIDE WATER LINE AND GRAVITY DRAIN AT OR SLIGHTLY ABOVE FLOOR LEVEL FOR BUYER PROVIDED AND INSTALLED ICE MAKER. SEE SCHEDULE AND FOLLOW MFG. RECOMMENDED INSTALL. PROVIDE PLUMBING FOR A POT FILLER FAUCET AT THIS LOCATION. FILLER PROVIDED BY BUYER. FP21 FP22 PROVIDE PLUMBING FOR DISHWASHER. DISHWASHER PROVIDED AND INSTALLED BY BUYER.FP23 NEW PORTABLE FIRE EXTINGUISHER TO BE PROVIDED IN EACH UNIT. PLACE FIRE EXTINGUISHER IN PANTRY. DIRECT VENT GAS FIREPLACE TO BE: HEAT & GLO, RED 40 SEE-THROUGH. PROVIDE GAS SUPPLY AND EXHAUST FLUE AS REQUIRED. ENTRY DOOR/S TO MATCH BUILDING STANDARD. FP24 FP25 PROVIDE WATER SOFTENER HOOK UP. SOFTENER PROVIDED BY BUYER. PROVIDE WASHER AND DRYER HOOK-UPS. INCLUDE GAS LINE FOR GAS DRYER. FP26 FP27 FP28 PROVIDE BLOCKING FOR BUYER PROVIDED AND INSTALLED SHOWER DOORS.FP29 PROVIDE GAS LINE AND HOOK-UP FOR FURNACE. PROVIDE GAS LINE AND HOOK-UP FOR WATER HEATER.FP30 PROVIDE GAS LINE FOR FUTURE GAS COOKTOP.FP31 INSTALL EXISTING DOUBLE VANITY W/ SINKS, COUNTER, AND FAUCETS REMOVED FROM UNIT 605. VERIFY SIZE OF VANITY AND ADJUST WALLS AS NEEDED. FP32 PROVIDE (5) SHELVES OF SAME QUALITY AS EXISTING SHELVING IN UNIT 605 UNLESS NOTED OTHERWISE. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. FP33 CEMENT BOARD TO BE USED IN ALL SECTIONS AND PORTIONS OF WALLS WITH TILE FINISH. SEE FINISH PLANS TO COORDINATE FINISH LOCATIONS. PROVIDE CONTROL VALVE FOR SHOWER HEAD AT THIS LOCATION.FP34 PROVIDE 2'-10" x 7'-0" FINISHED CASED OPENING. SEE DETAIL 5/A103.FP35 PROVIDE WATER LINE FOR REFRIGERATOR ICE MAKER. REFRIGERATOR PROVIDED AND INSTALLED BY BUYER.FP36 PROVIDE SHUT OFF VALVE WITH ACCESS PANEL FOR POT FILLER AT THIS LOCATION.FP37 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 104B STYLE MDF MARK DOOR SCHEDULE - UNIT 605 WD2-PANEL (PAIR)(2) 1'-9" X 7'-0" X 1-3/8" SIZELOCATIONELEV. 105 107 REMARKS 101 HARDWARE SET 103 104 104A 110 WD WD WD WD WD WD B C B PAINTED MDF, 20 MINUTE, CLOSURE HINGES PAINTED MDF PAINTED MDF PAINTED MDF PAINTED MDF PAINTED MDF PAINTED MDF 116 2-PANELB B 2-PANEL 2-PANEL 2'-10" X 7'-0" X 1-3/8" 2'-10" X 7'-0" X 1-3/8" 2'-4" X 7'-0" X 1-3/8" MDF MDF MDF MDF MDF MDF PAINTED MDF PAINTED MDF PAINTED MDF 2-PANEL (PAIR)(2) 2'-6" X 7'-0" X 1-3/8" PASSAGE DUMMY, BALL CATCH B 2-PANEL 2'-10" X 7'-0" X 1-3/8" C WDB PAINTED MDF2-PANEL MDF2'-10" X 7'-0" X 1-3/8" 118A 118 WDC PAINTED MDF2-PANEL (PAIR)MDF(2) 1'-9" X 7'-0" X 1-3/8" PRIVACY PRIVACY 2-PANEL PRIVACY 118B WDB PAINTED MDFMDF2'-10" X 7'-0" X 1-3/8" 119 WDB PAINTED MDF2-PANEL MDF PASSAGE2'-10" X 7'-0" X 1-3/8" 119B WDB PAINTED MDF2-PANEL MDF PRIVACY2'-10" X 7'-0" X 1-3/8" 120 WDA-1 2-PANEL MDF ENTRY, DEADBOLT3'-0" X 7'-0" X 1-3/4" WDB PAINTED MDF2-PANEL MDF PASSAGE2'-4" X 7'-0" X 1-3/8" WDB PAINTED MDF2-PANEL MDF PASSAGE2'-10" X 7'-0" X 1-3/8" DUMMY, BALL CATCH PAINTED MDF WDMDF PRIVACY2'-10" X 7'-0" X 1-3/8" PRIVACY PAINTED MDF 119A WDB PAINTED MDF2-PANEL MDF PASSAGE2'-4" X 7'-0" X 1-3/8" PAINTED MDF MDF WD2-PANEL (PAIR)(2) 3'-0" X 7'-0" X 1-3/4"100 A ENTRY, DEADBOLT B 2-PANEL MDF WD PRIVACY2'-10" X 7'-0" X 1-3/8" WD WDB MDF MDF B 2-PANEL 2'-10" X 7'-0" X 1-3/8"PRIVACY 2-PANEL 2'-10" X 7'-0" X 1-3/8" 111 114 C 2-PANEL (PAIR)MDF WD THUMB LATCH, BALL CATCH(2) 2'-4" X 7'-0" X 1-3/8" 115 2-PANEL 121 122 PAINTED MDF, 20 MINUTE, CLOSURE HINGES DUMMY, BALL CATCH PASSAGE PASSAGE 117 WDB PAINTED MDF2-PANEL MDF PASSAGE2'-10" X 7'-0" X 1-3/8" 118C WDB PAINTED MDF2-PANEL MDF PASSAGE2'-0" X 7'-0" X 1-3/8" 2-PANEL 3'-0" X 7'-0" X 1-3/8"PASSAGEB PAINTED MDF120AWDB2-PANEL MDF PASSAGE2'-10" X 7'-0" X 1-3/4" ThicknessPlan View Section View Brief Description WALL LEGEND S2.5A S2.5E 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" 2-1/2" Metal stud wall, min. 16" o.c.; 5/8" Moistureand Mold Resistant board on one side; 1" space on one side. 4 1/8" 3'-0" 8' - 0 " VARIES 7' - 0 " 5'-0" 7' - 0 " 6'-0" 8' - 0 " 20 MIN. A-1 B C 20 MIN. A 20 MIN. S3.5A S3.5Ai S3.5Bi S3.5B S3.5Ei S3.5Fi S3.5F S3.5E S3.5G 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. 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" 4 7/8" 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" Moisture and Mold Resistant 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" Moisture andMold Resistant board, on one side, 5/8" gypsum, on one side, 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. 4 7/8" 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" Moisture and Mold Resistant board, on one side.4 1/4" 3-5/8" Metal stud wall, min. 16" o.c.; 5/8" Moisture and Mold Resistant board on both sides.4 7/8" ALL WOOD DOOR FRAMES TO BE PREPPED AND PAINTED. 4. ALL DOORS TO BE PAINTED.2. 3. 6.ALL DOORS TO HAVE WALL-MOUNTED DOOR STOPS MOUNTED AT BASEBOARD, UNLESS OTHERWISE NOTED. USE HINGE PIN DOOR STOP WHERE WALL STOP CANNOT BE MOUNTED ON BASEBOARD. 5.NEW LEVER HARDWARE TO BE: EMTEK, HELIOS LEVER HLO W/ SQUARE ROSETTE IN SATIN NICKEL FINISH US15. DOOR VENDOR TO FABRICATE DOOR WITH A 1" UNDERCUT AT BEDROOMS, BATHROOMS, AND WALK IN CLOSETS FOR RETURN AIR. ALL NEW INTERIOR DOORS TO BE: TRUSTYLE TS SERIES MDF DOORS, MODEL #TS2060, 2 PANEL OPTION. 1. 7.NEW ENTRANCE HANDLESETS TO BE: EMTEK, MILLS MORTOISE 3310 IN SATIN NICKEL FINISH US15. DOOR SCHEDULE NOTES: NOTE: ALL CASING AND JAMBS ARE TO BE PAINT GRADE POPLAR. DOOR ELEVATIONS 1/2" = 1'-0" CONDO 603-605 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 P QP.5P QP.5 F R 6 A102 10 A102 6'-6 1/2"7'-7 1/4"4'-1 1/8"21'-10 1/2" 2'-5 5/8"3'-7 1/4"12'-2"19'-8 1/8" 10 1/4" 6'-3 1/4"21'-10 1/2" 7' - 2 1 / 2 " 7'- 6 1 / 8 " 3'- 5 1 / 4 " 9'- 1 0 1 / 2 " 2' - 1 3 / 8 " 3' - 1 1 3 / 4 " 11'-7 5/8"7'-0 3/8"21'-9" 6'-2 3/4"5'-1 1/4" 4'- 8 1 / 2 " 3' - 1 3 / 4 " 5' - 1 7 / 8 " 18 ' - 4 7 / 8 " 8 1 / 2 " 3' - 1 1 / 4 " 4 7 / 8 " 7' - 2 1 / 2 " 11 ' - 3 " 9' - 1 0 1 / 2 " 6'- 1 1 / 8 " 6' - 7 1 / 4 " 5'- 1 1 / 4 " 8" 6'- 1 " 4'- 5 5 / 8 " 10 ' - 4 5 / 8 " 4' - 1 1 / 4 " 4'- 8 1 / 2 " 14 ' - 1 1 1 / 4 " 2'-0 1/2" 3' - 0 1 / 2 " 3'- 6 1 / 8 " 3' - 1 1 / 4 " 4'- 1 1 / 4 " 3' - 1 1 / 4 " 1'-4"6'-7 1/8"3'-1 1/4" 6'-6 1/2"5'-1 1/8"7 5/8" 3'-6 1/4"1'-7 1/4"3'-1 1/4"2'-10 3/8" 10 3 / 8 " 1'-11 3/4" 10 1 / 2 " 1'-11" 6'- 1 1 / 4 " 9' - 7 3 / 4 " 12 ' - 7 1 / 4 " 5'-1 1/4"4'-4 5/8"5'-1 1/4"20'-11 3/4" 4'-7 5 / 8 " 2'-2 1 / 8 " 3'-7 1 / 4 " 7'-2 1 / 4 " 1'-5 1 / 8 " 1' - 6 3 / 4 " 4 7 / 8 " 20 ' - 2 7 / 8 " 8' - 1 0 3 / 8 " 24 ' - 3 3 / 4 " 8'-0"5'-6"5'-4 3/8"2'-6" 1'- 1 1 / 8 " 8'-5 3/4"10 3/4" 5'-8 3/4"11 3/8" 8' - 1 7 / 8 " 11'-1 1/8"4'-5 7/8"14'-1 7/8" 7 5 / 8 " 5' - 1 1 / 4 " 7 5 / 8 " 2' - 1 1 / 4 " 1' - 5 1 / 8 " 12'-9 1 / 8 " 1'-6 3 / 8 " 11 1/8"7 1/2" 8"6 5 / 8 " 2'-3"2'-3"1'- 1 1 " 3'-0 7/8"3'-0"FINISH 2' - 8 7 / 8 " 2' - 1 0 " FI N I S H 6 1 / 4 " 12 ' - 0 1 / 8 " 10 7 / 8 " 2' - 7 1 / 4 " 3' - 0 1 / 2 " 7 1/2 " 4'-1 1/4"5'-4 5/8"4'- 0 5 / 8 " 7' - 1 1 / 2 " 13 ' - 0 1 / 4 " 1' - 1 1 / 4 " 6' - 6 5 / 8 " 2' - 8 " 125° 125 ° 125° 125 °145° 125 ° 3A102 5A102 8A102 FP2 FP6 FP8 FP17 FP20 FP5 FP3 FP1 FP1 FP1 FP1FP1 FP1 FP1FP1FP1 FP1 FP1 FP3 FP5 FP5 FP7 FP7 FP8 FP8 FP8 FP8 FP8 FP8 FP8 FP8 FP8 FP9 FP10 FP11 FP12 FP13 FP13 FP13 FP14 FP14 FP14 FP33 FP33 FP33 FP33 FP14 FP16 FP20 FP19 FP18 FP18 FP18FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18 FP18FP21 FP22 FP23 FP23 FP24 FP25 FP25 FP26 FP27 FP1 FP1 S2.5A S2.5A S2.5A FP1 FP1 FP1FP1 FP2 FP2 FP29 FP29 FP33 FP18 FP15FP15 FP4 FP1FP1 FP28 FP28 FP30 FP31 FP32 FP33 FP34 FP28 FP35 FP36 FP37 120 S2.5A S2.5E S 2 . 5 A S 2 . 5 E S 2 . 5 A S3.5Bi S3.5 A S 3 . 5 B 104A S3.5B S 3 . 5 G i S 3 . 5 F i S3.5A S 3 . 5 A S3.5 A S 3 . 5 A S3.5 A S 3 . 5 E i S3.5 A S3.5 A S3.5 A S 3 . 5 A 101 S 3 . 5 B S 3 . 5 B 105 S3.5Bi S3.5A S 3 . 5 A S3.5 A S3.5 A S 3 . 5 A S 3 . 5 B 110 S 3 . 5 B S3.5B S 3 . 5 B S1.5A S 1 . 5 A S3.5A S3.5A S 3 . 5 A S3.5 A S 3 . 5 A S3.5A S 3 . 5 A S3.5A 111 S 3 . 5 B i S3.5A S 3 . 5 A S3.5A S3.5Bi S 3 . 5 B i 12 2 S 3 . 5 B i 121 S3.5B 114 S 3 . 5 B i S3.5A S 3 . 5 A 115 S3.5Fi S 3 . 5 B i S 3 . 5 F i S3.5B S 3 . 5 F i 119B S3.5Bi S 3 . 5 B i S3.5A S3.5Ei S3.5Fi11 9 A S3.5B S3.5G 11 8 A 11 9 S3.5A S 3 . 5 A S3.5B S3.5A S 3 . 5 A S3.5Fi S3.5B 11 7 S 3 . 5 B 118 S3.5Fi 11 8 B S 3 . 5 F i S3.5G S 3 . 5 E S3.5E S 3 . 5 E S3.5E S 3 . 5 A S3.5A S3.5A S 3 . 5 A 10 0 S 3 . 5 B i S3.5A S 3 . 5 A S3.5A S 3 . 5 A S3.5A S 3 . 5 A S3.5A S 3 . 5 G S 3 . 5 E S 3 . 5 E S 3 . 5 F i S3.5Fi 116 S3.5Bi S 3 . 5 B 103 104B S3.5Fi 10 4 S 3 . 5 B i S 3 . 5 F i 10 7 S3.5B S 3 . 5 A S3.5 A 118C S3.5G 12 0 A S 3 . 5 B i FOYER 100 LIBRARY 114 MASTER BATHROOM 118 CLOSET 117 MASTER BEDROOM 116 BATHROOM 115 LAUNDRY ROOM 120 PANTRY 122 CLOSET 119 LINEN MECHANICAL 111 UTILITY CL. 121 DINING 109 KITCHEN 112 LIVING ROOM 106 BEDROOM 104 GUEST BATH 104B POWDER ROOM 103 CLOSET 104A HALL 102 COATS 101 MECH. 105 DISH PANTRY 110 BAR 108 FIREPLACE SITTING 113 STOR. 107 G G G CW CW G +8 4 " A F F +2 4 " A F F +1 6 " A F F G G G G SCALE: 1/4" = 1'-0" 1 FLOOR PLAN A101B 0 2'4'8' Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - A101C CEILING PLAN Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. N 27 26.5 26 24 25 27 26.5 26 24 25 SD DIM. DS DIMMER DOOR SWITCH REFLECTED CEILING LEGEND: SURFACE MOUNTED FIXTURE TO MATCH FIXTURES FROM UNIT 605. PROVIDE SEPARATE LINE ITEM FOR BUYER COST. VANITY SCONCE PROVIDED AND INSTALLED BY BUYER. 6" CAN LIGHT TO BE: CREE, CR6-800L-27K-12-E26. PROVIDE SEPARATE LINE ITEM COST FOR BUYER ABOVE (35) LIGHT ALLOWANCE. PENDANT LIGHT FIXTURE PROVIDED AND INSTALLED BY BUYER. FIRE ALARM SMOKE DETECTOR. OPEN CEILING HEIGHT. DRYWALL CEILINGS. EXHAUST FAN TO MATCH UNIT 605. SURFACE MOUNTED STRIP LIGHT FIXTURE TO MATCH FIXTURES FROM UNIT 605. PROVIDE SEPARATE LINE ITEM FOR BUYER COST. EXTERIOR LIGHT FIXTURE BY LIGHT FIXTURE ALLOWANCE. MATCH BUILDING STANDARD. GENERAL CEILING NOTES: ALL WALLS GO TO FINISHED CEILING UNLESS NOTED OTHERWISE. SEE CONSTRUCTION PLAN FOR OTHER WALL TYPE INFORMATION. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 1. 3. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS.4. 2.CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). CEILING PLAN NOTES: CP1 CP2 ADJUST THE HEIGHT OF EXISTING FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 5. REPLACE GAS LINE W/ APPROVED ASSEMBLY ALLOWED IN CONCEALED AREAS. PROVIDE FIRE TREATED BLOCKING AT WALLS FOR ATTACHMENT OF PAINTED CROWN MOLDING AND PICTURE RAIL WHERE NECESSARY. REFER TO REFLECTED CEILING PLAN FOR THOSE LOCATIONS. 6. 7. PAINTED DRYWALL TRAY CEILING, SEE DETAIL 2/A102. CP6 CP7 CP4 CP5 CP3 LOCATE HVAC UNIT(S) AT THIS LOCATION. PROVIDE POWER FOR LIGHTS. LIGHTS PROVIDED AND INSTALLED BY BUYER. PROVIDE CONTROL JOINT PLAN AS APPLICABLE FOR OWNER REVIEW. PROVIDE SURFACE MOUNT LIGHTS AND EXHAUST FANS TO MATCH UNIT 605. PROVIDE AS SEPARATE BUYER COST. DRYWALL BULKHEAD, SEE DETAIL 1/A102. NOT USED. PROVIDE FIREPROOF MATERIALS/DRY SPRINKLER PENDANT OVERHEAD FOR FUTURE GAS GRILL.CP8 PROVIDE LIFE SAFETY ITEMS AS REQUIRED. COLOR TO BE WHITE.CP9 PROVIDE SEPARATE BUYER COST FOR DOWNLIGHTS ABOVE QUANTITY (35) LIGHT FIXTURE ALLOWANCE. 8. CONDO 603-605 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 P QP.5P QP.5 SD SD SD SD SD 4'-5 1/4"6'-0"6'-0"4'-5 1/4" 6' - 0 " 6'- 0 " 6'- 1 1 / 8 " 6'- 0 " 6'- 1 1 / 8 " 6'-0"4'-5 1/4" 1'-6" 2' - 1 7 / 8 " 4' - 0 " 2' - 7 1 / 4 " 8'-0"3'-8 3/4" 6' - 0 " 1'- 5 3 / 8 " 3'- 1 " 5' - 8 5 / 8 " 1' - 4 1 / 4 " 6' - 7 3 / 4 " 1'- 6 " 1'-7 1/2"3'-10 1/2"4'-0"2'-6 3/4" 4' - 0 " 4' - 0 " 4' - 1 1 / 2 " 2'- 1 3 / 8 " 5'-0" 6'-0" 6'-0" 2'-3" 4'-2 1/4"4'-2 1/4" 3' - 7 7 / 8 " 6'-0"6'-0"4'-10 3/4" 3' - 0 " 8' - 0 " 4'-1"2'-0 3/8" 1'-3"4'-0"1'-3" 3'-2 5/8"3'-2 5/8" 4'-0"4'-0"7'-3 1/4" 3' - 1 1 / 8 " 4'- 0 " 8' - 6 5 / 8 " 4' - 6 1 / 2 " EQ . 4' - 0 " EQ . 4'-0"4'-0" 2' - 0 " 1'-4 1/2"4'-0"4'-0" 2'-0" 1' - 8 5 / 8 " 1' - 3 3 / 4 " 2' - 6 3 / 4 " 3 3 / 8 " EQ.EQ. 8' - 3 1 / 4 " A F F 8' - 3 1 / 4 " A F F 9'-0" AFF 9'-0" AFF 9'-0"AFF 10'-0" AFF 9'-0" AFF 8'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0"AFF 9'-0" AFF 9'-0" AFF 8'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 8'-0" AFF 9'-0" AFF 8'-0" AFF 8'-0" AFF 8'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF 9'-0" AFF9'-0" AFF 1A102 2A102 1A102 1A102 CP9 CP5 CP1 CP2 CP9 CP3 CP5 CP2 CP2 CP2 CP5 CP5 CP9 CP9 CP5 CP5 CP5 CP5 CP5 CP5 CP8 CP9 CP6 CP6 CP6 CP9 CP5 CP5 CP5 CP4 CP4 CP4 CP4 CP2 TYP. D D D D DDD D D D D D D D +84" AFF +66" AFF +84" AFF +66" AFF CP2 SCALE: 1/4" = 1'-0" 1 REFLECTED CEILING PLAN A101C 0 2'4'8' Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - A101D FINISH/ ELECTRICAL PLAN Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. N 27 26.5 26 24 25 27 26.5 26 24 25 S T 220 DUPLEX WALL OUTLET. CABLE TV OUTLET. ELECTRICAL/DATA LEGEND: GROUND FAULT INTERRUPT CIRCUIT OUTLET. PHONE/DATA WALL OUTLET (BOX AND PULL STRING). 1/2 SWITCHED OUTLET. SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED REFRIGERATOR. ELECTRICAL/DATA PLAN NOTES: EP1 EP2 EP3 EP4 EP5 EP6 EP7 EP8 EP9 EP10 PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED MICROWAVE. PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED WARMING DRAWER. PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED RANGE HOOD. PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED DOUBLE WALL OVEN. PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED ESPRESSO MACHINE. PROVIDE DUPLEX ELECTRICAL OUTLET IN WALL FOR RECESSED MEDICINE CABINET. FINAL CONNECTION TO BE MADE BY G.C. AFTER BUYER HAS INSTALLED CABINET. PROVIDE FLUSH MOUNT IN FLOOR ELECTRICAL BOX. PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED DISHWASHER. PROVIDE ELECTRICAL FOR BUYER PROVIDED AND INSTALLED ICE MAKER. EP11 PROVIDE ELECTRIC AND GAS FOR GAS DRYER. INCLUDE ELECTRICAL FOR FUTURE ELECTRIC DRYER. EP12 PROVIDE ELECTRICAL FOR BUYER PROVIDED WATER SOFTENER. FLOOR MOUNTED FLUSH MOUNT OUTLET. AREA OF GAS LINE FIRE ALARM STROBE AND SPEAKER. SERVICE PANEL. THERMOSTAT QUAD OUTLET. WEATHER PROOF OUTLET. 220V. OUTLET. GENERAL ELECTRICAL/DATA NOTES: PROVIDE FLOOR MOUNTED POWER/COMMUNICATIONS AS TOMBSTONES. ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOXES WITH BOX AND PULL STRING AT PHONE AND DATA LOCATIONS AS INDICATED ON PLANS. COMPLETE PHONE AND DATA SYSTEMS (MATERIAL & LABOR) PROVIDED BY THE TENANT UNLESS OTHERWISE INDICATED. FURNITURE SHOWN ON PLAN FOR REFERENCE ONLY. ELECTRICAL CONTRACTOR TO INSURE DEDICATED OUTLETS OR OTHER SPECIAL ELECTRICAL REQUIREMENTS TO BE COMPATIBLE WITH TENANT EQUIPMENT. VERIFY ACTUAL REQUIREMENTS WITH ELECTRICAL ENGINEER, OWNER, AND/OR DESIGN-BUILD CONTRACTOR PRIOR TO INSTALLATION. ALL ELECTRICAL COVER PLATES AND SWITCH PLATES TO BE COLOR WHITE. MATCH QUALITY AND STYLE OF UNIT 605. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL WALL MOUNTED OUTLETS AND PHONE/DATA JUNCTION BOXES TO BE MOUNTED @ 18" AFF TO THE CENTERLINE OF THE DEVICE UNLESS NOTED OTHERWISE. 7. 9. 10. 11. 6. 5. 4. 3. 8. ALL PENETRATIONS THROUGH THE DEMISING WALL BETWEEN THE TENANT AND THE SERVICE CORRIDOR NEED TO BE FIRE RATED. USE WHITE FIRE RATED CAULK. FIRE ALARM SYSTEM SHALL BE COMPATIBLE AND TIED TO THE EXISTING BUILDING FIRE ALARM SYSTEM. MECHANICAL AND ELECTRICAL IS DESIGN-BUILD. DESIGN-BUILD CONTRACTOR & ENGINEER TO VERIFY EXISTING CONDITIONS AND COORDINATE DESIGN OF RELOCATED AND NEW DIFFUSERS, SPRINKLER HEADS, FIRE PROTECTION DEVICES, EXIT LIGHTS, EMERGENCY NIGHT LIGHTS, AND THERMOSTATS. DESIGN-BUILD CONTRACTOR TO COORDINATE HIS WORK WITH THE LIGHTING PLAN. ALL QUESTIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. REFER TO MECHANICAL DRAWINGS FOR RELOCATION OF THERMOSTATS. CONTRACTOR TO VERIFY WITH TENANT THERMOSTAT LOCATIONS FOR FURNITURE LOCATION CONFLICTS BEFORE PROCEEDING. 1. 2. ELECTRICAL CONTRACTOR & ENGINEER IS RESPONSIBLE FOR DESIGN-BUILD OF ALL SAFETY SYSTEMS. ENGINEER IS TO VERIFY QUANTITY AND PLACEMENT OF INDICATED SAFETY DEVICES (EXIT SIGNS, ALARMS, ETC.) AND VERIFY CONFORMANCE WITH LOCAL AND STATE CODES. DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR SUBMITTING NECESSARY DRAWINGS & ENGINEERED CERTIFICATION CALCULATIONS AND SPECIFICATIONS FOR REVIEW AND OBTAINING PERMITS. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING DRAWINGS TO ARCHITECT FOR REVIEW AND COORDINATION OF LOCATION OF DEVICES. EP13 PROVIDE ELECTRICAL FOR BUYER PROVIDED ELECTRIC INDUCTION COOKTOP. EP14 PROVIDE ELECTRICAL FOR BUYER PROVIDED GARBAGE DISPOSAL. INCLUDE SWITCH TO BE: INSINKERATOR STS-00, OR EQUAL, GARBAGE DISPOSAL AIR SWITCH WITH CHROME SUFACE MOUNTED SWITCH. EP15 PROVIDE QUAD ELECTRICAL OUTLET IN WALL FOR BUYER PROVIDED APPLIANCE GARAGE. FINAL CONNECTION TO BE MADE BY G.C. AFTER BUYER HAS INSTALLED CABINET. ALL MECHANICAL WORK SHALL COMPLY WITH 2008 INDIANA MECHANICAL CODE (IMC 2006) 675 IAC 18.1-5. ALL ELECTRICAL WORK SHALL COMPLY WITH 2009 INDIANA ELECTRICAL CODE EDITION (NFPA 70-2008) 675 IAC 17-1.8. ALL PLUMBING WORK SHALL COMPLY WITH 2012 INDIANA PLUMBING CODE 675 IAC 16-1.4. USE ARC-FAULT CIRCUIT INTERRUPTION (ACFI) DEVICES ON ALL RECEPTACLES IN HABITABLE AREAS. 12. 13. 14. 15. PORCELAIN TILE MFG: FLORIDA TILE PATTERN: MAGNOLIA HDP COLOR: XXX SIZE: 8"X36" LOCATION: GENERAL NOTE: +XX" HEIGHT AFF TO RECEIVE WALL TILE. ALL NEW DOORS TO BE STAINED/PAINTED TO MATCH APPROVED CONTROL SAMPLE. ALL NEW DOOR FRAMES AND WOOD TRIM TO BE PAINTED XXXX. ALL EXISTING FINISHES TO REMAIN ARE TO BE CLEANED AND RESTORED TO AS CLOSE AS POSSIBLE TO THEIR ORIGINAL CONDITION. 1. 2. 3. 4. 5. G.C. TO SUBMIT STAINED AND/OR PAINTED SAMPLE OF MILLWORK TO DESIGNER FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH MILLWORK FINISHING PROCESS. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. BASEFLOORCOVERING PAINTED WOOD BASE SEE DETAIL 4/A103 LOCATION: GENERAL FINISH LEGEND VINYL SHEET FLOORING - DIRECT GLUE MFG: ARMSTRONG PATTERN: HAVEN WEAVE COLOR: GREY FLANNEL LOCATION: MECHANICAL ROOM VS1 PROVIDE COST FOR G.C. TO INSTALL ACOUSTIC MEMBRANE THROUGH OUT UNIT. RUBBER MEMBRANE TO BE REGUPOL, QT 4005SCU. ALTERNATE: INCLUDE COST FOR ACOUSTIC MEMBRANE, AND INSTALLATION OF BUYER PROVIDED PORCELAIN TILE FLOOR. PRICE TO INCLUDE MORTAR AND GROUT. PROVIDE EACH OPTION AS SEPARATE BUYER COST. PORCELAIN TILE MFG: XXX PATTERN: XXX COLOR: XXX SIZE: XXX LOCATION: BATHROOMS PAINTED WOOD BASE SEE DETAIL 4/A103 LOCATION: PANTRY, CLOSETS, MECHANICAL 6. WALLS TO BE TAPED, SPACKLED, AND SANDED, READY FOR BUYER TO PRIME, PAINT AND/OR WALLPAPER. 7. GENERAL FINISH NOTES: PORCELAIN TILE BASE MFG: PATTERN: SIZE: LOCATION: BATHROOMS WALLCOVERING WALL TILE MFG: XXX PATTERN: XX COLOR: XXX LOCATION: BATHROOMS B1PCT1 PCT2 B2 B3 W1 CONDO 603-605 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 P QP.5P QP.5 F R 220 22 0 8'- 4 1 / 4 " 11'-3 1/4" 5' - 6 " 13'-9 1/4" 4'- 8 7 / 8 " 8'-10 1/8"12'-0 1/4" 10 ' - 1 3 / 8 " 7' - 8 5 / 8 " 6'-4 7/8" 6'-4 7/8" EP1 EP1 EP7 EP3 EP4 EP4 EP5 EP6 EP8 EP9 EP9 EP10 EP10 EP10 EP10 EP10 EP11 EP12 EP2 EP13 EP14 EP14EP15 FOYER 100 LIBRARY 114 MASTER BATHROOM 118 CLOSET 117 MASTER BEDROOM 116 BATHROOM 115 LAUNDRY ROOM 120 PANTRY 122 PCT1 B1 PCT1 B1 B2 PCT1 B1 PCT1 B3PCT2 B2PCT1 CLOSET 119 LINEN PCT1 B2 MECHANICAL 111 UTILITY CL. 121 DINING 109 KITCHEN 112 LIVING ROOM 106 BEDROOM 104 GUEST BATH 104B POWDER ROOM 103 CLOSET 104A HALL 102 COATS 101 MECH. 105 DISH PANTRY 110 BAR 108 N N N N N NN-GFI +44" N +44" N +44" N +44" N N N DISPOSAL N +32"H N +32"H NN N N-GFI +44" N N N N N N N-GFI +44" N N N-GFI +44" N N N N N N N N N N N N N N-GFI +44"FIREPLACE SITTING 113 N N N N N N N-GFI +53" N-GFI +53" N N N N N N N N WP GFI WP GFI N +60" N +60" N +60" N +60" N N N N DISPOSAL N 48" N +30" N-GFI +44" STOR. 107 N +72" B3PCT2 B3PCT2 B3PCT2 B2PCT1 B2VS1 B2PCT1 B1PCT1 B1PCT1 B1PCT1 B1PCT1 B1PCT1 B1PCT1 B1PCT1 B1PCT2 B1PCT1 B1PCT1 B3PCT2 B2PCT1 B2PCT1 N +48" N N +30" N +30" B2VS1 N +44" N +60" +42" +42" +84" +84" +84" +84" BENCH WP GFI N +48" N W1 W1 W1 W1 W1 W1 W1 SCALE: 1/4" = 1'-0" 1 FINISH/ELECTRICAL PLAN A101D 0 2'4'8' Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - A102 ENLARGED PLANS AND ELEVATIONS Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. 1' - 0 " VARIES-SEE PLAN METAL STUD. DRYWALL. 1'- 0 " METAL STUD. DRYWALL. 2' - 8 " 1/ 4 " 2'- 5 " 4' - 3 " METAL STUD. DRYWALL. DRYWALL. OPENING IN DRYWALL FOR BUYER PROVIDED AND INSTALLED MEDICINE CABINET. OUTLET TO BE INSTALLED IN CABINET. VANITY BY BUYER 2'- 8 " 1/ 4 " 2' - 5 " 1'-5"2 1/2" 4A102 DRYWALL. OPENING IN DRYWALL FOR BUYER PROVIDED AND INSTALLED MEDICINE CABINET. VANITY PROVIDED AND INSTALLED BY BUYER. 3' - 0 " 1' - 6 " 3'-0"2'-7 3/4" 4' - 1 1 / 8 " 7'-9 3/4" 3' - 0 1 / 4 " 1' - 6 " 7A102 OPENING IN DRYWALL FOR BUYER PROVIDED APPLIANCE GARAGE. CABINETS AND APPLIANCES BY BUYER (TYP). OPEN 1'-0"2'-2" 2' - 9 7 / 8 " 1' - 8 3 / 4 " METAL STUD W/ BLOCKING. DRYWALL. CABINETS AND COUNTER BY BUYER. MDF/PLYWOOD BOX PROVIDED BY BUYER. CABINETS BY BUYER. SHELVES BY BUYER. APPLIANCE NICHE. PANTRY 6"4'-1 1/4"6" 1 5 / 8 " 1' - 1 1 1 / 2 " 1 5 / 8 " 2' - 2 5 / 8 " 7 3/4"6" 1' - 1 0 3 / 4 " 1'- 1 1 / 4 " 8 5/8"3'-6 3/4"8 5/8" 2'-3"9"5'-0"9"2'-3" 3' - 0 " 6A102 BOOKSHELF NICHE. 2-SIDED FIREPLACE. SURROUND AND HEARTH BY BUYER. BOOKSHELF NICHE. 1' - 1 1 " 1/ 2 " 1/ 2 " 3'-0 1/2" METAL STUD. 1/2" CEMENT BOARD. DROP IN TUB PROVIDED BY BUYER. 1/2" CEMENT BOARD. TUB FAUCET PROVIDED BY BUYER. 1/2" PLYWOOD. 1/2" CEMENT BOARD. ROUGH OPENING 2'- 6 " 1' - 1 0 " 3' - 8 7 / 8 " 1' - 1 0 " 1'-0" 1' - 2 " 7" 1' - 2 " 7" SCALE: 1 1/2"= 1'-0" 1 BULKHEAD SECTION A102 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 2 RAISED CEILING SECTION A102 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 4 MEDICINE CABINET SECTION A102 0 6''12''18'' SCALE: 1/2" = 1'-0" 3 Medicine Cabinet Elevation A102 0 1'2'4' SCALE: 1/2" = 1'-0" 5 Appliance Garage Elevation A102 0 1'2'4' SCALE: 1 1/2"= 1'-0" 7 APPLIANCE GARAGE SECTION A102 0 6''12''18'' SCALE: 1" = 1'-0" 6 FIREPLACE DETAIL A102 0 6''1'2' SCALE: 1/2" = 1'-0" 8 Fireplace Elevation A102 0 1'2'4' SCALE: 1 1/2"= 1'-0" 9 TUB SECTION A102 0 6''12''18'' SCALE: 1/2" = 1'-0" 10 MASTER VANITY DETAIL A102 0 1'2'4' CONDO 603-605 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - A103 FIREPROOFING AND GENERAL DETAILS Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A 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. ROUGH-IN DIMENSION 2 1/2" METAL STUD @ DEMISING W/ 2 1/2" FG INSULATION. 5/8" DRYWALL TO DECK ABOVE. 5/8" SHEATHING @ TUB FLANGE. SOUND INSULATION MEMBRANE. TUB OR SHOWER SEE PLAN SEE PLAN 0' MOUNTING BRACKET. MOUNTING BRACKET. CLEAR SHOWER GLASS. PROVIDE PARTIAL HEIGHT SHOWER DOOR. SLOPE 1/4":1'-0". EDGE OF BULLNOSE TILE BEYOND. CONTINUOUS WOOD BLOCKING MOISTURE - MOLD RESISTANT GYPSUM BOARD MODELNUMBERTRADENAMEPRODUCTMATERIAL SHOWER RECEPTOR SOUND INSULATION MEMBRANE 4" CROWN MOLDING SEE PLAN CERAMIC TILE. MOISTURE - MOLD RESISTANT BOARDMOISURE - MOLD RESISTANT BOARD @ TILE. CERAMIC TILE. BATHTUB SHOWER MODELNUMBERTRADENAMEPRODUCTMATERIAL SOUND INSULATION MEMBRANE 32 " M A X . 32 " M A X . 38 " M I N . 9" MAX.48" 38 " M I N . 3" MAX.54"3" MAX. 32 " M A X . 38 " M I N . 15"15" 32 " M A X . 6" M A X . 38 " M I N . 38 " M I N . 27" MIN.27" MIN. INDICATES AREAS TO RECEIVE WALL BLOCKING. CENTERLINE BACKWALL HEAD FOOT (CONTROL WALL) NOTE: PROVIDE THE BLOCKING INDICATED ABOVE AS A MINIMUM REQUIREMENT FOR FUTURE GRAB BAR ATTACHMENT. VARIES 1 3 / 4 " VA R I E S 1 3/4" 1/4" REVEAL MIN. A 6/A104 B 6/A104 5/8" GYP. BD. 3/4" PAINTED POPLAR JAMB 3 1/4" PAINTED POPLAR CASING 3/4" PAINTED POPLAR STOOL WITH 1/8" ROUNDED EDGE 3 1/4" PAINTED POPLAR APRON EXISTING EXT. WALL A B 5/8" GYP. BD. EXISTING EXT. WALL 1" 10" MAX. 2-5/8" SFRM 4" 1 1 / 4 " MIN. STEEL BEAM STUD WALL WIDTH VARIES SCREWS (TYP.) #8 WAFERHEAD FRAMING 3.4 EXPANDED METAL LATHATTACHED TO OUTRIGGER NO EXPOSED METAL 0.145"x|4" POWER ACTUATED FASTENER @ 16" O.C. (MAX.) (TYP.)REFERENCE FASTENER MANUFACTURERICBO FOR FASTENER CAPACITY OR PER ENGINEER OF RECORD NO M I N A L JO I N T W I D T H SLOTTED TRACK 25 GA. METAL ANGLE (TYP.) 5/8" DEFLECTION GAP 4" TO 2" x 20 GA. Z-BARS OR 16 GA. CRC @ 16" O.C.(MAX.) DEMISING OR CORRIDOR WALL OFFSET FIRE CAULK ASSEMBLY 1 HR. RATEDWALL, MIN. 2 1/2", 20 GA.STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDEDEMISING WALL RESIDENCE SIDE DOUBLE LAYEROF 5/8" GYPSUM BOARD 0. 2 3 6 1" 0. 1 9 7 " GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM WH I T E BO X (S H E L L & C O R E ) IN T E R I O R IM P R O V E M E N T S QT4005SCU (INTERIOR IMPROVEMENTS QT3006.3W 0. 2 3 6 1" 0. 1 9 7 " GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM SINGLE BOTTOM PLATE NON-LOAD BEARING PARTITION AT INTERIOR PARTITIONS WH I T E BO X (S H E L L & C O R E ) IN T E R I O R IM P R O V E M E N T S QT4005SCU (INTERIOR IMPROVEMENTS QT3006.3W 0. 2 3 6 1" 0. 1 9 7 " QT4005SCU (INTERIOR IMPROVEMENTS QT3006.3W GYPCRETE STRUCTURAL SLAB BASED ON REGUPOL QT SYSTEM DOUBLE BOTTOM PLATE AT ALL DEMISING WALLS ISOLATION FILLER AT DEMISING AND SHELL CORRIDOR WALL WH I T E BO X (S H E L L & C O R E ) IN T E R I O R IM P R O V E M E N T S FIRE CAULKASSEMBLY 1 HR. RATED WALL CORRIDOR SIDE 3 5/8", 20 GA.STUD @ 16" O.C. 'T' GRID CEILING CORRIDOR WALL SFRM ON STEEL BEAM 2 1/2", 20 GA. STUD 16" O.C. RESIDENCE SIDE 5/8" TYPE X (GYPSUM BOARD BOTH SIDES) 1 HR. RATED WALL CORRIDOR SIDE 5/8" TYPE X (GYPSUM BOARD BOTH SIDES) 3 5/8", 20 GA.STUD @ 16" O.C. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE CORRIDOR WALL FIRE CAULKASSEMBLY 4 3/4" 1 HR. RATED WALL CORRIDOR SIDE 5/8" TYPE X (GYPSUM BOARD BOTH SIDES) 3 5/8", 20 GA.STUD @ 16" O.C. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE CORRIDOR WALL FIRE CAULKASSEMBLY FIRE-RESISTIVEJOINT SPRAY OVER MINERAL WOOL,REFERENCE U.L.SYSTEM #HW-D-0377. MAX. 1 HR. RATEDWALL, MIN. 2 1/2", 20 GA.STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDEDEMISING WALL RESIDENCE SIDE FIRE CAULKASSEMBLY DOUBLE LAYEROF 5/8" GYPSUM BOARD 4 3/4" 1 HR. RATED WALL, MIN. 2 1/2", 20 GA.STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDEDEMISING WALL RESIDENCE SIDE DOUBLE LAYEROF 5/8" GYPSUM BOARD FIRE-RESISTIVEJOINT SPRAYOVER MINERAL WOOL,REFERENCE U.L.SYSTEM #HW-D-0377. FIRE CAULKASSEMBLY MAX. VARIES 1/4" REVEAL, MIN. VA R I E S A 9/A103 B9/A103 5/8" GYP. BD. 3/4" PAINTED JAMB 3 1/4" PAINTED POPLAR CASING EXISTING EXT. WALL B A FINISHED FLOOR 3 1/4" CASING CL-416 5 1/4" BASE CL-127 NOTE: GENERAL BASE 3 1 / 4 " 3/4" 3 1/4" BASE NOTE: TO BE USED IN CLOSETS, PANTRY, MECHANICAL, UTILITY AREAS VARIES 1/4" REVEAL, MIN. VA R I E S 2 1/4" A 5/A103 B 5/A103 5/8" GYP. BD. 3/4" PAINTED JAMB 1"X2" PAINTED POPLAR STUD WALL B A FINISHED FLOOR 1" QTR. ROUND SCALE: 1 1/2"= 1'-0" 8 TUB/ SHOWER DEMISING WALLS A103 SCALE: 1 1/2"= 1'-0" 2 INTERIOR ELEVATION AND DETAILS A103 SCALE: 1 1/2"= 1'-0" 1 PENTHOUSE SHOWER/ BATH DETAIL A103 SCALE: 1/2" = 1'-0" 7 BLOCKING REQUIRMENTS A103 SCALE: 3" = 1'-0" 6 WINDOW SILL & JAMB DETAILS A103 SCALE: 1 1/2"= 1'-0" 10 FIRE PROOFING DETAIL A103SCALE: 3" = 1'-0" 14 TYPICAL DETAILS A103 SCALE: 3" = 1'-0" 13 TYPICAL DETAILS A103 SCALE: 3" = 1'-0" 12 TYPICAL DETAILS A103 SCALE: 1" = 1'-0" 11 FIRE PROOFING DETAIL A103 SCALE: 3" = 1'-0" 9 DOOR JAMB DETAILS A103 SCALE: 3" = 1'-0" 3 WOOD MOULDINGS A103 0 3''6''9'' SCALE: 3" = 1'-0" 5 DOOR JAMB DETAILS A103 CONDO 603-605 10.24.13 10.24.13 SPS, MCAJR STATE RELEASE SET 10.24.13 State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC - A104 SCHEDULES Bid Set ##/##/#### 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 2011JAMES R. STUTZMAN, AIA, Carmel, Indiana. James Robert Stutzman, AIA, NCARB Architecture / Project Management: SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Mo n d a y , O c t o b e r 2 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 6 0 3 - 6 0 5 F u l l e r : D R A W I N G S : F U L L E R - I B A S E . p l n 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. APPLIANCES PROVIDED BY BUYER LOCATION ITEM MFR OR SUPPLIER MODEL COLOR REMARKS ELECTRONIC CONVECTION DOUBLE WALL OVEN GE MONOGRAM ZET2SMSS STAINLESS STEEL 30” WARMING DRAWER DACOR MW30S LOCATED NEXT TO DBL OVEN 36” 5 BURNER ELECTRIC INDUCTION COOKTOP KITCHEN AID KICU569XSS 36” HOOD BROAN EW5836 STAINLESS STEEL DISHWASHER BUILT-IN MICROWAVE COUNTER DEPTH REGRIGERATOR & FREEZER KITCHEN STANDARD REFRIGERATOR IN PANTRY UNDER COUNTER ICE MAKER EDGE STAR IB450SS STAINLESS STEEL NEEDS DRAIN DISHWASHER BAR ESPRESSO MACHINE ASTRA GOURMET NEEDS WATER LINE AND DRAIN GAS DRYER FRONT LOAD SAMSUNG 350NW/XAA ON PEDESTAL LAUNDRY WASHER FRONT LOAD SAMSUNG DV350ADW/XAA ON PEDESTAL PLUMBING FIXTURES PROVIDED BY BUYER LOCATION ITEM MFR OR SUPPLIER MODEL COLOR REMARKS POT FILLER NOTTINGHAM BRASS RS-PF-25-2 INSINKERATOR 3/4HP GARBAGE DISPOSAL HP PRO 750 DISP KITCHEN 36X72 DROP-IN TUB MAAX AIIKI 102786 MASTER BATH WALL MOUNT ROMAN TUB FAUCET PIONEER INDUSTRIES MOTEGI 4MT840 SHOWER TRIM KIT MOEN CALDWELL 82498CBN BRUSHED NICKEL HANDHELF SHOWER PIONEER 6DM400BN BRUSHED NICKEL CONTROL TO MATCH SHOWER TRIM KIT TOILET VESSEL SINKS 16” MASTER BATH SINKS BATHROOM CONDO 603-605 STATE RELEASE SET 10.24.13 10.24.13 10.24.13 SPS, MCAJR State Release Set CA R M E L C I T Y C E N T E R - B U I L D I N G A CO N D O M I N I U M U N I T 6 0 3 - 6 0 5 72 0 S . R a n g e l i n e R o a d Ca r m e l , I n 4 6 0 3 2 Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 A400 Large Balcony Railings Bid Set 10-24-13 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. SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A We d n e s d a y , O c t o b e r 3 0 , 2 0 1 3 ; / V o l u m e s / 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 6 0 3 - 6 0 5 F u l l e r / B a l c o n y r a i l i n g p r o p o s a l / B L D G . A N O R T H P . 1 - Q r a i l i n g p r o p o s a l C D B . p l n MATCH LINE SEE 1&6/A401 3'-8 3/8"9'-6 3/8"3'-2 3/8" 3' - 1 0 " ! 4"! 4" TO P O F R A I L T O M A T C H TO P O F A D J A C E N T CO R N I C E AP P R O X . 5'-8"5'-8 1/4"9'-0 7/8" 5 A400 5A400 2A400 2 A400 2A400 2 A400 2A400 2 A400 2A400 2 A400 2A400 2 A400 2A400 2 A400 APPROX. (FIELD VERIFY)APPROX. (FIELD VERIFY)APPROX. (FIELD VERIFY) Si m . Si m . Si m . Si m . Si m . Si m . EIFS WORK: AFTER DEMO OF EXISTING EIFS SECTIONS, NEW EIFS IS REQUIRED AT THE ENDS OF EIFS CORNICES AND COLUMNS. THE FINAL PRODUCT IS REQUIRED TO BE MONOLITHIC WITHOUT A SEAMS OR BE "PATCHWORK" IN APPEARANCE 8 A400 D E M O E I F S D O W N T O T O P O F E X I S T . S L O P E D E I F S P R O F I L E 1'-11 5/8" 3'- 9 3 / 4 " 3/4" EXTERIOR FIRE RETARDANT AND TREATED PLYWOOD COPING TO OVERLAP EIFS 2". DEMO 3/4" EIFS VENEER DEMO WALL CAP AND FLASHING DEMO EXTERIOR SHEATHING REMOVE CFS STUD WALL FRAMING BYPASS CFS STUD WALL FRAMING TO BE CUT EVEN WITH TOP OF SLAB.NEW PRE-FINISHED ALUMINUM WALL CAP OVER ICE AND WATER SHIELD MEMBRANE WATERPROOFING. USE FRONT & BACK ATTACHMENT CLEATS. EXISTING CONCRETE PORCH (2) 2x14 FIRE RETARDANT AND TREATED BLOCKING (RIPPED AS REQUIRED), CONTINUOUS. NEW TOP TRACK OVER EXISTING CFS STUDS, 14 GA. EXISTING STUD CLIPS TO SLAB MUST REMAIN. DEMO EIFS CORNICE. DEMO EXTERIOR SHEATHING. EXISTING EIFS TO REMAIN UP TO THE TOP OF SLOPED PROFILE. SADDLE COPING approx. RAIL SUPPORT, BENT 1/2"x 1" BAR. NEW LIQUID APPLIED WATERPROOFING (SIKA) SHALL MATCH EXISTING WATERPROOFING SYSTEM. TO P O F R A I L T O M A T C H T O P O F A D J A C E N T C O R N I C E AP P R O X . SEALANT W/ BOND BREAKER D E M O E I F S D O W N T O T O P O F E X I S T . S L O P E D E I F S P R O F I L E 3' - 9 3 / 4 " 3/4" EXTERIOR FIRE RETARDANT AND TREATED PLYWOOD FLASHING TO OVERLAP EIFS SEE SHEET AA701 A NEW WELDED END CAP BY EITHER REPLACING WITH NEW OR RE-VAMPED WALL CAP. CAULKED JOINTS ARE NOT ALLOWED. NEW PRE-FINISHED ALUMINUM WALL CAP: SEE NOTES ON OTHER DETAILS. (2) 2x14 FIRE RETARDANT AND TREATED BLOCKING, (ripped as required) CONTINUOUS. NEW TOP TRACK OVER EXISTING CFS STUDS, 14 GA. EXISTING STUD CLIPS TO SLAB MUST REMAIN. EXISTING EIFS CORNICE BEYOND WITH NEW END FACE RETURNING BACK TO THE BALCONY FACE OF EIFS. USE THE THE SAME FINISH. EXTERIOR SHEATHING. AND EXISTING CFS FRAMING BEYOND. EXISTING EIFS TO REMAIN UP TO THE TOP OF SLOPED PROFILE. WATERPROOFING (SIKA): SEE NOTES ON OTHER DETAILS. TO P O F R A I L T O M A T C H T O P O F A D J A C E N T C O R N I C E AP P R O X . RAIL CONNECTION TO EXISTING CFS FRAMING. SEE STRUCTURAL DETAILS. RAIL CONNECTION TO EXISTING CFS FRAMING. SEE STRUCTURAL DETAILS. EXISTING EIFS SHALL BE REPAIRED AND RE-FINISHED AFTER NEW RAIL CONNECTIONS ARE MADE. USE THE SAME FINISH. FOLLOW EIFS MANUFACTURE DETAILS FOR SEALANT REQUIREMENTS AT RAILS. EXISTING CONCRETE PORCH 2 A400 5 A400 2 A400 2 A400 2 A400 2 A400 2 A400 2 A400 2A400 2 A400 2 6 A400 3 A400 Si m . Si m . Sim. Sim. Si m . Sim. 2 4 3 6 6 1 2 5 1 6 1 2 6 5 2 4 3 6 6 1 2 5 1 6 1 2 65 6"NEW PRE-FINISHED ALUMINUM WALL CAP OVER ICE AND WATER SHIELD MEMBRANE WATERPROOFING. USE FRONT & BACK ATTACHMENT CLEATS. EXISTING CONCRETE PORCH RAIL SUPPORT, BENT 1/2"x 1" BAR. RUBBER PAD BETWEEN SUPPORT AND COPING. NEW LIQUID APPLIED WATERPROOFING (SIKA) SHALL MATCH EXISTING WATERPROOFING SYSTEM. FLASH PER MANUFACTURES DETAILS. RAIL STANDARD, SEE STRUCTURAL FOR ATTACHMENT. ICE & WATER SHIELD OR 60 MIL EPDM MEMBRANE SCALE: 1/2" = 1'-0" 3 NORTH RAIL ELEVATION A400 0 1'2'4' SCALE: 1/2" = 1'-0" 6 EAST RAIL ELEVATION - OPTION 1 A400 0 1'2'4' SCALE: 1 1/2"= 1'-0" 5 RAILING SECTION (At Mid Vertical Rail) A400 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 2 RAILING SECTION (End Wall Beyond) A400 0 6''12''18'' SCALE: 3/8" = 1'-0" 1 Sixth Floor Plan A400 0 2'4'6' 7 FINISHED RAILING AND EIFS WORK A400 4 DEMO WORK SHOWN A400 SCALE: 3" = 1'-0" 8 FLASHING DETAIL A400 0 3''6''9'' FOR CLARITY AND LEGIBILITY, SECTIONS MARKS, DIMENSIONS AND NOTES ARE APPLICABLE TO BOTH DRAWINGS AND SHALL BE UNIVERSAL TO BOTH DRAWINGS REFINISH AND PROVIDE NEW EIFS WORK AT COLUMNS/PILASTERSAND ENDS OF EXISTING CORNICE WORK. PROVIDE NEW CFSFRAMING, EXTERIOR SHEATHING AND LIQUID VAPOR PERMEABLE AIR BARRIER SYSTEM WHERE REQUIRED TO PROVIDE SUBSTRATE FOR EIFS BOARD. SHADED AREAS: DEMO AND REMOVE EXISTING METAL COPING , BLOCKING, CFSFRAMING, EXTERIOR SHEATHING. PREPARE REMAINING MATERIALS TO RECEIVE NEW FRAMING COMPONENTS AND SHEATHING. REFERENCE DETAIL 5/A400 FORADDITIONAL NOTES AND REQUIREMENTS. 6 3 DECORATIVE METAL RAILINGS SPECIALTY STRUCTURAL ENGINEER REQUIREMENTS The railings contractor is required to provide a Speciality Structural Engineer for the structural design and performance of the guardrailings. All railings indicated on this sheet are guardrailings. SSE1. A Specialty Structural Engineer (SSE), registered in the state of the project, shall be responsible for the structural design of the following items. The structural design of the items shall meet the requirements of these construction documents. PERFORMANCE REQUIREMENTSGeneral: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following: 1. Steel: 72 percent of minimum yield strength. Structural Performance: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresseswithin limits and under conditions indicated: 1. Handrails: a. Uniform load of 50 lbf/ ft. applied in any direction. b. Concentrated load of 200 lbf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently. 2. Top Rails of Guards: a. Uniform load of 50 lbf/ ft. applied horizontally and concurrently with 100 lbf/ ft. applied vertically downward. b. Concentrated load of 200 lbf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently. 3. Infill of Guards: a. Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft. b. Uniform load of 25 lbf/sq. ft. applied horizontally. c. Infill load and other loads need not be assumed to act concurrently. Thermal Movements: Provide exterior railings that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. DECORATIVE METAL RAILINGS (Continued) SUBMITTALS Product Data: For the following: 1. Manufacturer's product lines of railings assembled from standard components. 2. Grout, anchoring cement, and paint products. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Samples for Initial Selection: For products involving selection of color, texture, or design, including mechanical finishes. Samples for Verification: For each type of exposed finish required. 1. Sections of each distinctly different linear railing member, including handrails, top rails, posts, and balusters. 2. Each type of glass required. 3. Fittings and brackets. 4. Welded connections. 5. Brazed connections. 6. Assembled Samples of railing systems, made from full-size components, including top rail, post, handrail, and infill. Show method of finishing members at intersections. Samples need not be full height. Mill Certificates: Signed by manufacturers of stainless-steel products certifying that products furnished comply with requirements. Welding certificates. Qualification Data: For professional engineer. NOTE: Submittals will be reviewed by the Architect for approval before fabrication and installation can proceed. 09-16-13 JAW 09-16-13 PRICING SHEET FOR PENTHOUSE OWNER'S REVIEW DETAIL NOTES: 1 SIKA WATERPROOFING REPAIR ALONG NEWLY CONFIGURED CURB. BLEND IN WITH THE EXISTING SIKA WATERPROOFING WITH THE SAME TEXTURE THEN CARRY THE APPLICATION UP AND OVER THE PLYWOOD CAP 6". 2 NEW GUARDRAILS. SEE ELEVATIONS. 3 GUARDRAIL SUPPORT, SEE SECTIONS. 4 NEW PRE-FINISHED METAL COPING. SEE SECTIONS. 5 NEW PRE-FINISHED METAL COPING END CAPS. WELDED END CAPS BY EITHER REPLACING WITH NEW OR RE-VAMPED WALL CAP. CAULKED JOINTS ARE NOT ALLOWED. 6 NEW EIFS. EIFS SHALL MATCH THICKNESS. THE FINAL PRODUCT SHALL BE FINISHED WITHOUT SEAMS OR ANY "PATCHWORK" APPEARANCE. REPLACE EXISTING EIFS AS REQUIRED TO GUARANTEE A QUALITY SURFACE. 7 NEW FLOOR DRAINS. AFTER NEW CONCRETE FILL IS CURED, PROVIDE SIKA WATERPROOFING REPAIR AND BLEND IN WITH THE EXISTING SIKA WATERPROOFING WITH THE SAME TEXTURE . 8 GUARDRAIL POSTS WELDED TO NEW STEEL BASE PLATES. SEE SECTIONS FOR ADDITIONAL REQUIREMENTS. 9 OPTION 1: REPLACE PRE-FINISHED METAL COPING WITH GUARDRAIL POST PENETRATIONS. 10 OPTION 2: NEW CFS FRAMING, SHEATHING AND EIFS INFILL WALL BELOW EXISTING EIFS CORNICE. SEE ELEVATION 5/A401. 11 OPTION 1 & 2: SIKA WATERPROOFING REPAIR AREAS RECEIVING NEW DRAINS AND FLASHING CONDITIONS. WATERPROOFING SHALL BE REPLACED THROUGHOUT IF THE SLAB IS REPLACED. IN OPTION 2, CONTINUE THE SIKA WATERPROOFING ACROSS THE NEW BENT PLATE AND UP THE LOWER STEEL ANGLE AS WELL. 10-22-13 REVISED OPTION 1 & 2 PRICING SET GENERAL NOTES: 1. ALL RAILING SHALL BE POWDER COATED WITH RUST INHIBITOR. ALL FIELD WELDS SHALL HAVE AN APPLICATION OF RUST INHIBITOR AND TOUCH-UP PAINT TO MATCH. 2. MID VERTICAL STANDARDS MOUNTING TO THE FLOOR SYSTEM SHALL USE THE SIKA FLASHING DETAIL. 3. RAILINGS SHALL MEET THE DETAIL REQUIREMENTS SET FORTH BY THE STRUCTURAL ENGINEER. ENGINEERING SHALL BE INCLUDED IN THE RAILING CONTRACTOR'S WORK. SEE STRUCTURAL LOAD REQUIREMENTS FOR GUARDRAILS ON SHEET A400. PROVIDE SHOP DRAWINGS OF THE STRUCTURAL DESIGNED RAILS THAT INCLUDE THE ATTACHMENT DETAILS TO OTHER WORK. FOR INSTALLED PRODUCTS INDICATED TO COMPLY WITH DESIGN LOADS, INCLUDE STRUCTURAL ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION IN THE STATE OF INDIANA. 4. THE NEW NAME FOR THE SIKA PEDESTRIAN COATING (WATERPROOFING) PRODUCT IS SIKALASTIC 621 TC ( TOP COAT ) PEARL GRAY. TO ADDRESS EXISTING APPLICATIONS AND BLENDING IN NEW APPLICATIONS, THE EXISTING SURFACE NEEDS TO BE REACTIVATED. A. CLEAN AREA. B. USE REACTIVATION PRIMER. C. TOP COAT WITH 621 TC. 5. OPTIONS 1 & 2: IT SHOULD BE SERIOUSLY CONSIDERED TO REPLACE THE PORCH SLAB AND ONLY USE DRAINS AT "OPTION 2". REVIEW SECTION DRAWINGS AND PLAN VIEWS. 6. STEEL SIZES, CONNECTIONS AND ATTACHMENT SHALL BE VERIFIED AND REDESIGNED AS REQUIRED TO MEET CODE AND STATE LIFE SAFETY REQUIREMENTS BY THE STRUCTURAL ENGINEER. STEEL ELEMENTS ON THSE DETAILS COULD CHANGE IF THE ENGINEER REQUIRES IT SO. 10-24-13 STATE REVIEW SET Project: 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 Ca r m e l , I n d i a n a Bu i l d i n g A Pe n t h o u s e I n t e r i o r s COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 A401 Large Balcony Railings (1) Bid Set 10-24-13 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. SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A We d n e s d a y , O c t o b e r 3 0 , 2 0 1 3 ; / V o l u m e s / 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 6 0 3 - 6 0 5 F u l l e r / B a l c o n y r a i l i n g p r o p o s a l / B L D G . A N O R T H P . 1 - Q r a i l i n g p r o p o s a l C D B . p l n 3/ 8 " 1'-3 3/8" SLOPE SIKA CONTINUOS UP OVER THE BENT PLATE AND ANGLE. NEW 3/8" THICK CONTINUOUS BENT PLATE WELDED TO NEW TUBE STEEL FRAMING. STRUCTURAL DESIGN TO BE COMPLETED. NEW 2" X 3" X 1/4" THICK CONTINUOUS TUBE STEEL WELDED TO EXISTING STEEL FRAMING. STRUCTURAL DESIGN TO BE COMPLETED. NEW 2 1/2" x 2 1/2" STEEL ANGLE WELDED TO THE BOTTOM OF THE BENT PLATE. CONTINOUS WELDS ALONG BOTH TOP AND BOTTOM SIDES. GUARDRAILING RECONFIGURE EIFS TO ALLOW FOR NEW STRUCTURE AND SEALANT. NEW TOP PLATE. CONFIRM PRESENCE OF METAL DECKING BACKER ROD & SEALANT REMOVED SLAB 1'-5" 4 1 / 8 " 10 " 1'-4" NEW FIRE RETARDANT 5/8" THICK PLYWOOD BOLT NEW BENT PLATE TO THE EXISTING CFS FRAMING. ANY BOLTS ALONG THE TOPSIDE MUST BE FLUSH AND COUNTER SUNK NEW 10" HIGH X 16" WIDE X 3/8" THICK X 3'-0" LONG BENT PLATE WELDED TO EVERY VERTICAL POST REPLACED EIFS NEW MTL. PREFINISHED COPING- MUST MEET ANSI/ SPRI ES-1 WATERPROOFING AT RAIL POSTS INTERFACED WITH ICE & WATERSHIELD. NEW ICE AND WATER SHIELD MATCH LINE SEE 1/A400 MATCH LINE SEE 1/A400 5'-9 1/2"5'-9 1/2"4'-10 1/2"4'-10 1/2" 4" O.C. MAX. TYP. 3A401 2A400 2 A400 APPROX. (FIELD VERIFY) Si m . Si m . CENTERLINE OF POSTS 2 A400 2 A401 OPTIONAL DRAINS IN "OPTION 1." SEE GENERAL NOTE 5 3 A401 8 2 8 8 8 8 9 7 11 11 10A401 1 3 / 4 " 11 5 / 8 " 3'- 6 1 / 4 " 4 1/8" SIKA, COATING SYSTEM TO BE RE- APPLIED. RE- CONTOUR SLAB TO DRAIN TO NEW FLOOR DRAINS. RAILING COVER RAIL, King Architectural Metals. Item No. 45-908-19, 1-15/16" Wide. STRAIGHT PICKETS, A36 MILD STEEL 3/4" x 3/4" x 0.60" min (16 GA.) hot rolled steel bar, Spaced 4" oc. MID & END RAIL VERTICAL POSTS: 1.50” x 1.50” x 0.12” (11 GA) hot rolled steel tube, 6'-0" oc. WELDED TO BENT PLATE. BOTTOM AND TOP RAILS: 1.50” x 0.50” x 0.12” (11 GA) channel hot rolled steel. This is minimum rail design. Structural design may require larger steel sections for longer railing panel. NEW FLOOR DRAINS (OPTIONAL) NEW 10" HIGH X 16" WIDE X 3/8" THICK X 3'-0" LONG BENT PLATE WELDED TO EVERY VERTICAL POST, BOLTED TO THE EXISTING CFS FRAMING. ANY BOLTS ALONG THE TOP MUST BE FLUSH AND COUNTER-SUNK. SLOPE EXISTING PORCH CONC. SLAB. PRICE A COMPLETE REPLACEMENT OF SLAB AND NEW SIKA WATERPROOFING. SLOPE SLAB TO EX. SCUPPERS (AND FLOOR DRAINS IF USED) EXISTING PARAPET WALL CONSTRUCTION. VERIFY ACTUAL ASSEMBLY IN FIELD. REPLACE PRE-FINISHED COPING WITH NEW COPING. MEET ANSI/SPRI ES-1. REPLACE SHEATHING WITH EXTERIOR, FIRE RETARDANT 5/8" THICK PLYWOOD AND REPLACE EIFS. 9 A401 2'-6 7/8" SIKA, COATING SYSTEM TO BE RE- APPLIED. RE- CONTOUR SLAB TO DRAIN TO NEW FLOOR DRAINS. NEW FLOOR DRAINS (OPTIONAL) NEW BENT PLATE AND TUBE STEEL WELDED TO EXISTING STEEL FRAMING. STRUCTURAL DESIGN TO BE COMPLETED. SLOPE NEW 4" x 4" x 1/2" TUBE STEEL STUB COLUMNS 6' oc WELDED TO BENT PLATE. STRUCTURAL DESIGN TO BE COMPLETED. NEW KING ARCHITECTURAL METALS, FORGED STEEL BALUSTER 13-77284-464. NEW 2 1/2" x 2 1/2" STEEL ANGLE TOP RAIL. SIKA CONTINUOS UP OVER THE BENT PLATE AND ANGLE. BACKER ROD AND SEALANT EXISTING PORCH CONC. SLAB. PRICE A COMPLETE REPLACEMENT OF SLAB AND NEW SIKA WATERPROOFING. SLOPE NEW SLAB TO FLOOR DRAINS. EXISTING WALL CONSTRUCTION TO BE DEMOLISHED PATCH EIFS BEYOND (SHADED). REMOVE KNEE WALL, METAL CAP AND FRAMING AS REQUIRED. INFILL WALL AND EIFS (SHADED, SEE NOTE 10. 1'-3"1'-4 1/2" 5'-9"5'-9 1/4"5'-1"5'-3" 4" O.C. MAX. 2A400 2 A400 4A401 APPROX. (FIELD VERIFY) Si m . Si m . CENTERLINE OF 4" X 4" STEEL POSTS 10 2 A400 2 A401 5 A401 Sim. SEE GENERAL NOTE 5 5 4 A401 2 7 10 8 8 8 6 8 11 8 SCALE: 3" = 1'-0" 9 NEW GUARDRAIL AND PLATE A401 0 3''6''9'' SCALE: 3" = 1'-0" 10 NEW METAL CAP & GUARDRAIL A401 0 3''6''9'' SCALE: 1/2" = 1'-0" 2 EAST RAIL ELEVATION - OPTION 1 A401 0 1'2'4' SCALE: 3/8" = 1'-0" 1 Sixth Floor Plan - OPTION 1 A401 0 2'4'6' SCALE: 1" = 1'-0" 3 RAILING SECTION - OPTION 1 A401 0 6''1'2' SCALE: 1" = 1'-0" 4 RAILING SECTION - OPTION 2 A401 0 6''1'2' SCALE: 1/2" = 1'-0" 5 EAST RAIL ELEVATION - OPTION 2 A401 0 1'2'4' SCALE: 3/8" = 1'-0" 6 Sixth Floor Plan - OPTION 2 A401 0 2'4'6' SCALE: 1:166.67 7 TALL SOUTH RAIL - OPTION 2 A401 SCALE: 1:166.67 8 SHORT SOUTH RAIL - OPTION 1 A401 09-16-13 JAWJAW 09-16-13 PRICING SHEET FOR PENTHOUSE OWNER'S REVIEW 10-22-13 REVISED OPTION 1 & 2 PRICING SET DETAIL NOTES: 1 SIKA WATERPROOFING REPAIR ALONG NEWLY CONFIGURED CURB. BLEND IN WITH THE EXISTING SIKA WATERPROOFING WITH THE SAME TEXTURE THEN CARRY THE APPLICATION UP AND OVER THE PLYWOOD CAP 6". 2 NEW GUARDRAILS. SEE ELEVATIONS. 3 GUARDRAIL SUPPORT, SEE SECTIONS. 4 NEW PRE-FINISHED METAL COPING. SEE SECTIONS. 5 NEW PRE-FINISHED METAL COPING END CAPS. WELDED END CAPS BY EITHER REPLACING WITH NEW OR RE-VAMPED WALL CAP. CAULKED JOINTS ARE NOT ALLOWED. 6 NEW EIFS. EIFS SHALL MATCH THICKNESS. THE FINAL PRODUCT SHALL BE FINISHED WITHOUT SEAMS OR ANY "PATCHWORK" APPEARANCE. REPLACE EXISTING EIFS AS REQUIRED TO GUARANTEE A QUALITY SURFACE. 7 NEW FLOOR DRAINS. AFTER NEW CONCRETE FILL IS CURED, PROVIDE SIKA WATERPROOFING REPAIR AND BLEND IN WITH THE EXISTING SIKA WATERPROOFING WITH THE SAME TEXTURE . 8 GUARDRAIL POSTS WELDED TO NEW STEEL BASE PLATES. SEE SECTIONS FOR ADDITIONAL REQUIREMENTS. 9 OPTION 1: REPLACE PRE-FINISHED METAL COPING WITH GUARDRAIL POST PENETRATIONS. 10 OPTION 2: NEW CFS FRAMING, SHEATHING AND EIFS INFILL WALL BELOW EXISTING EIFS CORNICE. SEE ELEVATION 5/A401. 11 OPTION 1 & 2: SIKA WATERPROOFING REPAIR AREAS RECEIVING NEW DRAINS AND FLASHING CONDITIONS. WATERPROOFING SHALL BE REPLACED THROUGHOUT IF THE SLAB IS REPLACED. IN OPTION 2, CONTINUE THE SIKA WATERPROOFING ACROSS THE NEW BENT PLATE AND UP THE LOWER STEEL ANGLE AS WELL. GENERAL NOTES: 1. ALL RAILING SHALL BE POWDER COATED WITH RUST INHIBITOR. ALL FIELD WELDS SHALL HAVE AN APPLICATION OF RUST INHIBITOR AND TOUCH-UP PAINT TO MATCH. 2. MID VERTICAL STANDARDS MOUNTING TO THE FLOOR SYSTEM SHALL USE THE SIKA FLASHING DETAIL. 3. RAILINGS SHALL MEET THE DETAIL REQUIREMENTS SET FORTH BY THE STRUCTURAL ENGINEER. ENGINEERING SHALL BE INCLUDED IN THE RAILING CONTRACTOR'S WORK. SEE STRUCTURAL LOAD REQUIREMENTS FOR GUARDRAILS ON SHEET A400. PROVIDE SHOP DRAWINGS OF THE STRUCTURAL DESIGNED RAILS THAT INCLUDE THE ATTACHMENT DETAILS TO OTHER WORK. FOR INSTALLED PRODUCTS INDICATED TO COMPLY WITH DESIGN LOADS, INCLUDE STRUCTURAL ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION IN THE STATE OF INDIANA. 4. THE NEW NAME FOR THE SIKA PEDESTRIAN COATING (WATERPROOFING) PRODUCT IS SIKALASTIC 621 TC ( TOP COAT ) PEARL GRAY. TO ADDRESS EXISTING APPLICATIONS AND BLENDING IN NEW APPLICATIONS, THE EXISTING SURFACE NEEDS TO BE REACTIVATED. A. CLEAN AREA. B. USE REACTIVATION PRIMER. C. TOP COAT WITH 621 TC. 5. OPTIONS 1 & 2: IT SHOULD BE SERIOUSLY CONSIDERED TO REPLACE THE PORCH SLAB AND ONLY USE DRAINS AT "OPTION 2". REVIEW SECTION DRAWINGS AND PLAN VIEWS. 6. STEEL SIZES, CONNECTIONS AND ATTACHMENT SHALL BE VERIFIED AND REDESIGNED AS REQUIRED TO MEET CODE AND STATE LIFE SAFETY REQUIREMENTS BY THE STRUCTURAL ENGINEER. STEEL ELEMENTS ON THSE DETAILS COULD CHANGE IF THE ENGINEER REQUIRES IT SO.