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Home My WebLink AboutGP-000-COVER-SHEET-Rev.1The Proscenium Development VICINITY MAP GARAGE: 1203 Walnut Street, Second Floor Cincinnati, OH 45202 Fax: 937.461.0743 www.woolpert.com WOOLPERT Tel: 513.272.8300 PROJECT TEAM PROJECT SITE PROJECT IMAGE PROJECT LOCATION: PROJECT NAME: GOVERNING BUILDING CODE: PROJECT TYPE: INTERSECTION OF CARMEL DRIVE AND RANGELINE ROAD - HAMILTON COUNTY, INDIANA THE PROSCENIUM DEVELOPMENT - GARAGE / PODIUM 2014 INDIANA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE) 2014 INDIANA FIRE CODE (2012 INTERNATIONAL FIRE CODE) PARKING GARAGE, WITH FUTURE BUILDINGS ON TOP GENERAL NOTES LOCATION MAP PROJECT SITE PROJECT INFORMATION A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO ORDERING OR FABRICATION OF MATERIALS OR THE BEGINNING OF CONSTRUCTION. NOTIFY ARCHITECT AND OWNER REPRESENTATIVE OF ALL DISCREPANCIES. ALL WORK REQUIRING MEASURING TO BE DONE ACCORDING TO FIGURES ON DRAWINGS. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND OWNER REPRESENTATIVE. CONTRACTOR TO SUBMIT SPECIFIC DISCREPANCY FOR ARCHITECT REVIEW, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. B. ALL WORK TO CONFORM TO LOCAL CODES, ORDINANCES AND REQUIREMENTS. C. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER, FREE OF DUST AND DEBRIS,THROUGHOUT THE COURSE OF THE WORK. PROVIDE AND MAINTAIN TEMPORARY BARRICADES AS REQUIRED TO PROTECT THE PUBLIC AND OWNERS PERSONNEL DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. D. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN COMPLIANCE WITH OWNER'S REQUIREMENTS OF AREAS WITHIN THE LIMITS OF CONSTRUCTION, AND FINAL CLEAN UP AT CONCLUSION OF WORK. E. CONTRACTOR TO REVIEW OTHER DRAWINGS ISSUED FOR THIS PROJECT FOR ADDITIONAL INFORMATION FROM OTHER TRADES TO COORDINATE THE REQUIRED SCOPE OF WORK. F. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. THE OWNER'S REPRESENTATIVE MUST BE NOTIFIED OF ANY CONFLICTS IN DIMENSIONING. G. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK VENEER OR FACE OF METAL STUD, BRICK VENEER, MASONRY OPENING, OR COLUMN CENTERLINE UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, FACE OF CONCRETE, CENTERLINE OF COLUMNS, OR FACE OF INTERIOR STUD UNLESS OTHERWISE NOTED. H. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE. I. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED FINISH. PATCHED AREAS SHALL MATCH THE ADJACENT MATERIALS CONSTRUCTION AND FINISH. J. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL AND HAVE MAXIMUM ELEVATION DIFFERENCE OR THRESHOLD HEIGHT OF 1/2". K. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4" FROM THE FACE OF STUD TO FACE OF STUD OF DOOR FRAME JAMB UNLESS NOTED OTHERWISE. L. DOOR SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES AND EXACT LOCATIONS TO BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE ORDERING AND BEFORE CONSTRUCTION BEGINS. M. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS. N. FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODE. O. ALL WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE RESISTANT TREATED IN ACCORDANCE WITH SPECIFICATIONS. WHERE REQUIRED BY CODE, ALL WOOD BLOCKING IN INTERIOR WALLS TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH SPECIFICATIONS. P. INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ARCHITECT'S SAMPLE. COLOR REQUIRES ARCHITECT'S APPROVAL. Q. PROVIDE FIRE EXTINGUISHER COMPLYING WITH NFPA 10, AS INDICATED ON LIFE SAFETY DRAWINGS WITH MAX TRAVEL DISTANCE OF 75'. R. ALL METAL STUDS AND OR FURRNING SHALL BE 20 GAGE MINIMUM, UNLESS NOTES OTHERWISE. S. MASONRY CONTROL JOINTS ARE SHOWN FOR REFERENCE ONLY, LOCATIONS OF CONTROL JOINTS SHALL BE PER THE NATIONAL BRICK INDUSTRY ASSOCIATION GUIDELINES. T. THE LOCATIONS OF EXISTING UTILITIES HAVE BEEN PREPARED FROM DOCUMENTS PROVIDED BY THE OWNER AND MAY NOT REPRESENT THE ACTUAL FIELD CONDITIONS. CONTRACTOR TO REVIEW ALL OWNER DOCUMENTS AND BECOME FAMILIAR WITH ALL EXISTING UTILITIES. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND PENETRATIONS. U. THE SUBCONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH WORK. SUBCONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ALL CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. V. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER TRADES. W. ARCHITECTURAL DATUM 100'-0" = FINISHED FLOOR CODE INFORMATION ISSUED FOR GARAGE PERMIT JULY 2, 2018 CHAPTER 3 USE GROUP: CHAPTER 5 AREA AND HEIGHT LIMITATIONS: CHAPTER 6 CONSTRUCTION TYPE: S-2 – STORAGE (PARKING GARAGE) = 176,040 SF BUILDING CONSTRUCTION TYPE PARKING GARAGE (S-2) = 1A STORIES AND AREAS PARKING GARAGE (S-2) = 1A = UNLIMITED SECTION 510 – SPECIAL PROVISIONS HORIZONTAL SEPARATIONS MUST COMPLY WITH THE FOLLOWING • 3-HR FIRE RESISTANCE RATING • THE BUILDING BELOW IS NOT GREATER THAN ONE STORY ABOVE GRADE • THE BUILDING BELOW IS OF TYPE 1A CONSTRUCTION • ANY SHAFT, STAIRWAYS, RAMP, OR ESCALATOR MUST BE IN IN A 2- HOUR RATED ENCLOSURE • THE BUILDING BELOW IS PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM, PER NFPA 13. SECTION 510.9 MULTIPLE BUILDINGS ABOVE A HORIZONTAL ASSEMBLY SHALL BE REGARDED AS SEPARATE BUILDINGS 1A PRIMARY STRUCTURAL FRAME = 3-HR BEARING WALLS EXTERIOR = 3-HR INTERIOR = 3-HR NON-BEARING WALLS INTERIOR = 0-HR BUILDING CODE INFORMATION CHAPTER 7 FIRE / SMOKE PROTECTION CHAPTER 9 FIRE SUPPRESSION: CHAPTER 10 NUMBER OF EXITS: TRAVEL DISTANCE: COMMON PATH OF TRAVEL: OCCUPANCY LOAD : SECTION 713 - SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2-HR. - STAIRWELLS SHALL HAVE 2-HR RATING - ELEVATOR SHAFTS SHALL HAVE 2-HR RATING THIS BUILDING WILL HAVE AN AUTOMATIC FIRE SUPPRESSION SYSTEM MEETING NFPA 13 REQUIREMENTS 3 - BETWEEN 500 AND 1,000 OCCUPANTS (S-2),4 EXISTS PROVIDED 400 FT PER TABLE 1016.2 (S-2) 100 FT PER TABLE 1014.3 (S-2) S-2 PARKING GARAGE (@200 GROSS) 176,040 SF = 881 OCC 4454 Idea Center Blvd Dayton, OH 45430-1500 937.461.5660 Fax: 937.461.0743 Proj. No.: Date: Issuances: Sheet Name: REV DESCRIPTION DATE BIM 360://74904 - Proscenium - R18/74904 Garage - ARCH R18.rvt7/2/2018 1:38:46 PMThe Proscenium DevelopmentGarageCarmel Development II, LLC.Intersection of Carmel Dr. and Rangeline Rd. Carmel, Indiana 4603202/22/18 - GARAGE PERMIT 074904 02/22/18 COVER SHEET GP-000 0 Issued For Foundation Permit 01/30/18 1 Issued For Garage Permit 07/02/18