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HomeMy WebLinkAboutA1.2 CONSTRUCTION PLAN.PDFProject Number: Revisions: Drawn By Checked ByIssue Date James Robert Stutzman, AIA, NCARB Architecture / Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: OF F I C E S P A C E Ca r m e l , In d i a n a 4 6 0 3 2 Ca r m e l C i t y C e n t e r 41 W . C i t y C e n t e r D r i v e COPYRIGHT & OWNERSHIP OF DOCUMENTS Su i t e s 7 0 , 7 4 , 7 6 N 19 R @ 6 2 5 / 3 2 " = 1 0 ' - 8 3 / 4 " 18 T @ 1 1 2 9 / 6 4 " = 1 7 ' - 2 3 / 6 4 " UP SCALE: 1/128"= 1'-0" KEY PLAN SUITES 70, 74, 76 PEDCOR DESIGN GROUP, L.L.C. A1.2 CONSTRUCTION PLAN AJR MC07/27/2012 STATE RELEASE SET: 07/27/2012 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, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS 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 2012JAMES R. STUTZMAN, AIA, Carmel, Indiana. N 19 R @ 6 2 5 / 3 2 " = 1 0 ' - 8 3 / 4 " 18 T @ 1 1 2 9 / 6 4 " = 1 7 ' - 2 3 / 6 4 " UP 1 A4.1 6 A4.1 9'-7 1/4"5'-1 1/4"28'-6 1/8"18'-10" 28 ' - 0 3 / 8 " 12 ' - 9 2 3 / 6 4 " 12 ' - 2 " 5'- 7 5 9 / 6 4 " 8' - 3 1 3 / 6 4 " 8' - 3 1 7 / 6 4 " 23 ' - 3 7 / 6 4 " 7'-2"7'-1 1/4" 5'-3 1/64"9 3/8"6'-4 5/8" 4' - 6 3 / 8 " 5' - 1 1 / 4 " 37 ' - 1 5 / 8 " 3' - 1 1 7 / 8 " 5'-1 5/8"23'-6 1/8"5'-1 1/4" 5'-1 5/8"3'-2 3/4"4'-2 3/8"5'-1 1/4" 3' - 0 5 / 8 " FP4 FP1 FP1 FP1 FP1 FP1 FP2 FP2 FP5 FP5 FP6 FP6 FP4 FP4 FP4 FP4 FP1 FP7 FP8 FP1FP1 FP7 FP8 FP3 FP7 FP8 FP7 FP8 FP8 FP8 FP7 FP8 FP7 FP8 FP7 FP8 FP7 FUTURE DEMISING WALL. 107 10 2 101 10 3 104 105 108 10 6 10 0 REST ROOM 105 REST ROOM 104 SUITE 76 103 OFFICE 102 SUITE 74 101 SUITE 70 100 RA M P RA M P RAMP SERVICE CORRIDOR 106 SERV. CORR. 107 SERV. CORR. 108 SERV. CORR. 109 ***COORDINATE TENANT WORK FOR RESTROOM, IN FLOOR ELECTRICAL, ETC. W2 W2 W2 W2 W2 W2 W4W4 W4 W4 W4 W4 W5 W5 W5 W5 W3 1-HR W1 W1 W1 W1 W1W1W5 W4 W4 W4W4 W3 1-HR STOR. CLO. 1 STOR. CLO. 2 STOR. CLO. 3 STOR. CLO.4 STOR.CLO.5 STOR.CLO.6 STOR.CLO.7 STOR.CLO.9 STOR.CLO.8 STOR. CLO. 10 STOR.CLO.11 1 2 3 4567 89 10 11 12. APPLY SEALANT AT ALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL AND AT ALL COUNTERTOPS AND BACKSPLASH JUNCTURES. 13. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SCHEDULED. 14. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED, AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 15. OFF-SET WALL AT DOOR AS PER BUILDING STANDARD DETAILS. REFERENCE DETAIL 8/A4.1. ALIGN FINISHED FACES. CONSTRUCTION PLAN NOTES: FP1 FP2 FP3 GENERAL CONSTRUCTION NOTES: DIMENSIONS ON FLOOR PLAN ARE FROM STUD TO STUD OR STUD TO EXISTING WALL UNLESS NOTED OR SHOWN OTHERWISE. DIMENSIONS TO EXTERIOR OR EXISTING WALLS ARE TO THE FINISHED FACE. ANY DIMENSION NOT SHOWN OR DEEMED QUESTIONABLE IS TO BE VERIFIED WITH THE DESIGNER. DO NOT SCALE DRAWINGS. DIMENSIONS ON ENLARGED PLANS AND ELEVATIONS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS NOTED OTHERWISE. 1. ALL WALLS SHALL BE CHALKED OFF FOR DESIGNER'S REVIEW OF NEW WALL CONSTRUCTION.3. REUSE DOORS, FRAMES, AND PARTITIONS SYSTEMS AS MUCH AS FEASIBLE. VERIFY WITH ARCHITECT ANY ITEMS WHICH ARE QUESTIONABLE FOR REUSE. 4. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 5. EXISTING DOORS AND DOOR FRAMES TO BE REUSED ARE TO BE CLEANED AND REINSTALLED AT COMPLETION OF CONSTRUCTION. CONTACT DESIGNER TO REVIEW AND APPROVE DOORS THAT ARE QUESTIONABLE FOR REUSE. 6. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (ie. 100A). 7. 8. ALL NEW DOORS SHALL ALLOW 12" CLEAR ON PUSH SIDE AND 18" CLEAR ON PULL SIDE OF DOOR, UNLESS NOTED OTHERWISE, TO MEET CURRENT ADA CODE REGULATIONS. 9. 10. 11. EXISTING PARTITION TO REMAIN NEW WALL PARTITION NEW LOW WALL PARTITION WALL LEGEND: NOTES: SEE CONSTRUCTION PLAN LEGEND FOR WALL CONSTRUCTION AND WALL TYPES. ALL WALLS ARE TO BE W3 UNLESS NOTED OTHERWISE. WALL AT COLUMN WRAPS TO BE W1. ALL BLOCK WALLS TO BE LEFT EXPOSED, UNFINISHED. 2. ALL NEW DOORS TO BE INSTALLED WITH HINGE 6" AWAY FROM WALL UNLESS NOTED OTHERWISE. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FINISHED TO MATCH ADJACENT WALL FINISH AND INSTALLED ACCORDING TO CODE. LIFESAFETY CONTRACTOR TO VERIFY PLACEMENT AND COUNT OF FIRE EXTINGUISHERS THROUGHOUT THE SPACE. IF ADDITIONAL FIRE EXTINGUISHER LOCATIONS ARE NEEDED, A PLAN MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR AESTHETIC PURPOSES ONLY. 16. SEE A1.2 FOR DOOR SCHEDULE. 17. ALL PENETRATIONS IN RATED WALL PARTITIONS AND FLOOR SYSTEMS SHALL BE FIRE RATED ASSEMBLIES. SUBMIT PRODUCT DATA AND ASSEMBLY DRAWINGS WITH TEST FILE NUMBERS FOR REVIEW. 18. USE MOISTURE-MOLD RESISTANT GYPSUM WALLBOARD MEETING ASTM D3273 ON ALL WALL SURFACES IN RESTROOMS. WALLS THAT ARE TO RECEIVE STAINLESS STEEL ARE TO HAVE DUROCK INSTEAD OF GYPSUM WALL BOARD. SEE FINISH PLAN TO COORDINATE FINISH LOCATIONS. INSULATION FOR INTERIOR WALL APPLICATION SHALL BE FORMALDEHYDE-FREE, UNFACED, GLASS-FIBER BLANKET INSULATION IN BATT FORM CONFORMING TO ASTM C 665, TYPE I, WITH THICKNESS TO BE EQUAL OR GREATER THAN THAT STUD THICKNESS OF THE WALL INTO WHICH IS IT INSTALLED. 19. REPAIR AND PATCH ALL FIRE PROOFING ON THE BUILDING SHELL THAT WAS REMOVED DURING CONSTRUCTION. REMOVE FIREPROOFING SPRAY FROM THE DECK AND OTHER ITEMS THAT DO NOT REQUIRE FIRE PROOFING. 20. NEW SEMI RECESSED FIRE EXTINGUISHER CABINET TO BE INSTALLED IN WALL AT THESE LOCATIONS WITH TOP OF CABINET AT 54" AFF. PAINT TO MATCH ADJACENT WALL SURFACE. CONFIRM QUANTITY OF EXTINGUISHERS WITH FIRE DEPARTMENT. IF EXTINGUISHERS NEED TO BE ADDED VERIFY LOCATIONS WITH THE ARCHITECT. PROVIDE & INSTALL FLOOR DRAIN WITH STRAINER. COORDINATE WITH MEP CONSULTANTS.FP5 FP4 FP6 FP7 FP8 40 0 NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. DENOTES AREA NOT IN CONTRACT. 4- 7 / 8 " WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. WITH 5/8" GYPSUM WALL BOARD ONE SIDE.W1 1-1/2" HAT CHANNEL @16" O.C. PROVIDE 3-5/8" INSULATION INSIDE WALL. WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. WITH 5/8" GYPSUM WALL BOARD EACH SIDE.W2 3-5/8" 20 GAUGE METAL STUDS @16"O.C. EXISTING DOOR AND FRAME. SEE BUILDING SHELL PLAN. ALL FURNITURE AND ACCESSORIES ARE TO BE PROVIDED BY THE TENANT. CONSTRUCTION MANAGER IS TO COORDINATE THE INSTALLATION OF THESE ITEMS WITH THE TENANT. W3 6" 20 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. PROVIDE 6" INSULATION INSIDE WALL. WITH 5/8" GYPSUM WALL BOARD EACH SIDE. PROVIDE WEATHER STRIPPING AND SEAL AT ALL EXTERIOR DOORS. PROVIDE INSULATION AND DRYWALL AT EXTERIOR STOREFRONT WALLS. SEE DETAIL ON A3.2. PROVIDE WATER METER AT THIS LOCATION. 4- 7 / 8 " WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. WITH 5/8" GYPSUM WALL BOARD EACH SIDE.W4 3-5/8" 20 GAUGE METAL STUDS @16"O.C. 2-1 / 8 " 7-1 / 4 " EXISTING WALL TO BE LEFT UNFINISHED. 4-1 / 4 " WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. WITH 5/8" GYPSUM WALL BOARD ONE SIDE.W5 3-5/8" 20 GAUGE METAL STUDS @16"O.C. NEW WALLS TO BE TAPED, SPACKLED, SANDED SMOOTH, WITH ONE (1) COAT OF PRIMER. 24.1 24 23.1 23 22 21.9 21.5 21.4 20 21 23.6 25 24.1 24 23.1 23 22 21.9 21.5 21.4 20 21 23.6 25 Q R SR.1 R.2 R.3 R.5 R.6Q.2 Q.5P.5 Q R SR.1 R.2 R.3 R.5 R.6Q.2 Q.5P.5 7'- 0 " 2" 2"3'-0"2" 7'- 0 " 2" 2"4'-0"2"4'-0" 8'- 0 " HARDWARE L = L O C K S E T OFFICE 101 102 105 SIZE SUITE 76 RO O M N A M E OP E N I N G NU M B E R 103 WID T H HE I G H T EL E V A T I O N MA T E R I A L TH I C K DOOR MA T E R I A L EL E V A T I O N FRAME REMARKS D O O R S C H E D U L E SUITE 74 RESTROOM D1 S = S T O P CL = C L O S E R 1. DOOR SCHEDULE NOTES: 2. 3. ALL HOLLOW METAL DOORS ARE TO BE PREPPED & PRIMED. D1 PB = P A N I C B A R ALL NEW WOOD DOORS TO BE FACTORY PRIMED UNLESS NOTED OTHERWISE. PROVIDE NEW HARDWARE TO BE: SCHLAGE, AL-SERIES, JUPITER STYLE 626 FINISH LEVER HARDWARE. DOOR IS TO BE 45 MIN. FIRE RATED. COORDINATE KEYING LOCKSETS WITH THE TENANT. HM D1 L,PB, CL,S HM D1 7'-0"3'-0" HM3'-0"1 3/4" 1 3/4" 1 3/4" HM HM RESTROOM104 1 3/4" L,PB,CL,S L,S 7'-0"3'-0" 7'-0"WOOD WOOD D1 D1 3'-0"1 3/4"7'-0"WOOD HMD1 D1 PR,CL,S PR = P R I V A C Y L O C K 7'-0"3'-0"D1 HM D1 PR,CL,S 4. D1 DOOR IS TO BE 45 MIN. FIRE RATED. SERVICE CORR.106 DOOR IS TO BE 45 MIN. FIRE RATED.HM D1 PB, CL,S7'-0"3'-0"1 3/4"HM D1 SUITE 70100 DOOR IS TO BE 45 MIN. FIRE RATED.HM D1 L,PB,CL,S7'-0"3'-0"1 3/4"HM D1 LOADING DOCK107 DOOR IS TO BE 45 MIN. FIRE RATED. WIRE GLASS.HM D2 L,PB,CL,S7'-0"4'-0"1 3/4"HM D2 SERVICE CORR.108 DOOR IS TO BE 45 MIN. FIRE RATED.HM D1 L,PB,CL,S7'-0"3'-0"1 3/4"HM D1 DOOR IS TO BE 45 MIN. FIRE RATED. DOOR IS TO BE 45 MIN. FIRE RATED. D2 D3STOR. CLO.1 OVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOORDWD3MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.2 DW D3 MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.3 DW D3 MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.4 DW D3 MFG STD8'-0"3'-0"26 GA.ST D3 STOR. CLO.5 DW D3 MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.6 DW D3 MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.7 DW D3 MFG STD8'-0"3'-0"26 GA.ST D3 STOR. CLO.8 DW D3 MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.9 DW D3 MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.10 DW D3 MFG STD8'-0"4'-0"26 GA.ST D3 STOR. CLO.11 DW D3 MFG STD8'-0"3'-0"26 GA.ST D3 OVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOROVERHEAD DOORS OF INDIANAPOLIS 770SS ROLLING SHEET DOOR SCALE: 1/8" = 1'-0" 1 CONSTRUCTION PLAN A1.2