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HomeMy WebLinkAboutA1.1 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: GU A R D I A N W E L L S & S U I T E 7 6 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 - S u i t e 7 4 & 7 6 72 2 S o u t h R a n g e l i n e R o a d COPYRIGHT & OWNERSHIP OF DOCUMENTS 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 SUITE 74/76 PEDCOR DESIGN GROUP, L.L.C. A1.1 CONSTRUCTION PLAN MC AJR9/10/2013 STATE RELEASE SET: 9/10/2013 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2013 JAMES R. STUTZMAN, AIA, Carmel, Indiana. N 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 11/A4.1. ALIGN FINISHED FACES. CONSTRUCTION PLAN NOTES: FP1 FP4 FP3 GENERAL CONSTRUCTION NOTES: DIMENSIONS ON FLOOR PLAN ARE FROM FINISHED FACE OF GYPSUM BOARD TO FINISHED FACE OF GYPSUM BOARD 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 DEMISING WALL PARTITION WALL LEGEND: NOTES: SEE CONSTRUCTION PLAN LEGEND FOR WALL CONSTRUCTION AND WALL TYPES. ALL WALLS ARE TO BE W2 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 SHEET A1.1 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. 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 FP7 FP6 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. 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. NEW WALLS TO BE TAPED, SPACKLED, SANDED SMOOTH, WITH ONE (1) COAT OF PRIMER BOTH SIDES. FP2 REMOVE EXISTING DOOR AND FRAME. SAVE FOR REUSE. INFILL WALL TO MATCH ADJACENT SURFACE. FP8 PROVIDE 3/4”X4’X4’ FIRE RETARDANT PLYWOOD PHONE BOARD MOUNTED AT 6’-0” AFF TO BOTTOM. PHONE BOARD TO BE PAINTED WITH FIRE RETARDANT PAINT, COLOR TO MATCH ADJACENT WALL. FP9 PROVIDE PLYWOOD BLOCKING FOR TENANT PROVIDED AND INSTALLED TV/MARKERBOARD. FP10 PROVIDE FIVE (5) 1” X 2’-6” PAINTED WOOD SHELVES ON K&V HEAVY DUTY ADJUSTABLE BRACKETS. SEE DETAIL 12/A4.1. FP11 PROVIDE WATER HEATER FOR TWO (2) REST ROOMS. EXISTING REST ROOM TO BE SEPARATED FROM ADJACENT SUITE’S REST ROOM AND TIED INTO NEW REST ROOM. PROVIDE A SEPARATE WATER METER FOR EACH SUITE. FP12 PROVIDE A 3’-0”W X 4’-0”H CLEAR FIXED GLASS WINDOW WITH PAINTED HOLLOW METAL FRAME. PROVIDE LINE ITEM PRICING NOTED AS TENANT COST. FP13 PROVIDE LEVOLOR, RIVIERA 1" CLASSIC METAL MINI BLINDS, 885 DARK BRONZE. FP14 PROVIDE SHED STYLE AWNING. TENANT LOGO TO BE ON ANGLED SURFACE OF AWNING. INCLUDE BLOCKING NEEDED TO ATTACH AWNING TO BUILDING STRUCTURE BEYOND THE FINISHED FACADE OF THE BUILDING. SEE ELEVATION 1/4A.2. INCLUDE $5,445 OF THE AWNING COST WITH THE BUILD-OUT. PROVIDE LINE ITEM PRICING OF THE REMAINDER NOTED AS TENANT COST. FP15 3'-0" X 7'-0" DRYWALL WRAPPED OPENING. FP16 PROVIDE LEVOLOR, RIVIERA 1" CLASSIC METAL MINI BLINDS, 885 DARK BRONZE. PROVIDE LINE ITEM PRICING DESIGNATING $2,500 AS PART OF THE BUILD-OUT AND THE REMAINDER NOTED AS TENANT COST. FP17 PROVIDE ILLUMINATED BLADE SIDE. SEE ELEVATION 1/A4.2 SIGN TO BE INCLUDED AS A TENANT COST. 21.THE SPACE WILL BE OCCUPIED DURING CONSTRUCTION. CONTRACTORS ARE TO LIMIT NOISE, DUST, AND DEBRIS THAT WOULD AFFECT THE TENANTS. THE EMERGENCY EGRESS IS TO BE MAINTAINED AT ALL TIMES. FP18 PROVIDE TEMPORARY DUST BARRIER DURING ENTIRE DURATION OF CONSTRUCTION. 7' - 0 " 2" 2"3'-0"2" 7' - 0 " 2" 2"3'-0"2" 7' - 0 " 2" 2"5'-0"4" HARDWARE L = L O C K S E T OFFICE 101 103 106 SIZE EXISTING DOOR TO REMAIN. RO O M N A M E OP E N I N G NU M B E R 100 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 CONF. RM. CONF. RM. D2 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 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. COORDINATE KEYING LOCKSETS WITH THE TENANT. HM D2 HM3'-0"1 3/4" 1 3/4"WD/GL EXISTING DOOR TO REMAIN.105 PS,S L,S 7'-0"3'-0" 7'-0"WOOD D1 D1 3'-0"1 3/4"7'-0"WD/GL HMD2 D2 PS,S PR = P R I V A C Y L O C K 4. GLASS TO BE FROSTED. OFFICE.107 HM D1 L,S7'-0"3'-0"1 3/4"WOOD D1 REST ROOM108 USE RELOCATED DOOR.HM D1 PR,CL,S7'-0"3'-0"1 3/4"WOOD D1 REST ROOM109 HM D1 PR,CL,S7'-0"3'-0"1 3/4"WOOD D1 STORAGE110 HM D3 D,RC,S7'-0"2@2'-6"1 3/4"WOOD D3 DOOR AND FRAME TO BE PAINTED. D2 OFFICE111 HM D1 L,S7'-0"3'-0"1 3/4"WOOD D1 112A 112B 113 USE RELOCATED DOOR. DOOR TO BE UNFINISHED. EXISTING DOOR TO REMAIN. EXISTING DOOR TO REMAIN. EXISTING DOOR TO REMAIN. RECEPTION HALLWAY SUITE 76 SUITE 76 REST ROOM PS = P A S S A G E S E T RC = R O L L E R C A T C H D = D U M M Y S E T D3 GLASS TO BE FROSTED. 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 8'-9 5/8"12'-0"6'-9 1/2" 10 ' - 1 " 10 ' - 0 " 4' - 3 1 / 8 " 13'-0"10'-2 3/8" 7'-0" 4'-0" 2'-7 1/8" 14'-3 7/8" 4 A4.1 2 EL1 13 A4.1 1 A4.2 FP9 FP9 FP3 FP9 FP12 FP12 FP8 FP4 FP10 FP3 FP11 FP14 FP15 100 10 8 112A FP16 FP16 FP15 FP1 FP1FP1 FP11FP5 FP6 FP1FP1 FP13 FP2 FP7 FP11 FP4 FP1 FP1 FP9 FP17 FP18 TEMPORARY CONSTRUCTION BARRIER. 10 9 105 11 2 B 113 11 1 110 10 3 10 7 10 6 10 1 REST ROOM 109 SUITE 76 REST ROOM 113 SUITE 76 OPEN OFFICE 112 HALLWAY 105 W3 W1 STOR. CLO. 1 1 SUITE 76 OFFICE 111 REST ROOM 108 CONFERENCE ROOM 101 OFFICE 107 OFFICE 103 COFFEE BAR 102 COPY/IT ROOM 104 STORAGE CLOSET 110 CONFERENCE ROOM 106 RECEPTION 100 W4 W4 W4 W4 W3W3 W3 W3 TYP. TENANT OCCUPIED SPACE 24.1 24 23.1 23 22 21.9 23.6 25 R SR.1 R.2 R.3 R.5 R.6Q.2 Q.5 SCALE: 1/4" = 1'-0" 1 CONSTRUCTION PLAN A1.1