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HomeMy WebLinkAboutGN100 - T101 - Title Sheet® New Culver's Restaurant SPECIAL INSPECTIONS BUILDING DATA PROTOTYPE MODEL: METRO " L " STANDARD ORIENTATION MODIFIED FACADES w/ OWNERSHIP CUSTOMIZATIONS 431 East Carmel Drive Carmel, Indiana BUILDING SHALL BE FULLY SPRINKLERED WITH WET PIPE SYSTEM, AND SHALL HAVE A FIRE ALARM SYSTEM. BUILDING FIRE SUPPRESSION SYSTEM DESIGN AND FIRE ALARM SYSTEM DESIGN SHALL BE PROVIDED BY SUCCESSFUL BIDDING CONTRACTOR(S). ALL DOCUMENTATION AND TESTING NECESSARY / REQUIRED FOR PERMIT APPROVAL SHALL BE ADDRESSED BY SUCCESSFUL BIDDER. FIRE SPRINKLER AND ALARM SYSTEMS MECHANICAL, ELECTRICAL & PLUMBING FIRE SPRINKLER SYSTEM & FIRE ALARM SYSTEM SUBMITTAL IS DEFERRED DEFERRED SUBMITTALS TYPE I HOOD FIRE SUPPRESSION SYSTEM IS DEFERRED. WOOD TRUSS DESIGN SUBMITTAL IS DEFERRED. GENERAL NOTES ALL CHANGES TO THESE PLANS MUST BE APPROVED BY CULVER FRANCHISING SYSTEM, LLC. THESE PLANS AND THE DESIGN THEY REPRESENT ARE THE PROPERTY OF OLLMANN ERNEST MARTIN ARCHITECTS. NO PART OF THESE PLANS MAY BE COPIED OR DUPLICATED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM OLLMANN ERNEST MARTIN ARCHITECTS. THE ARCHITECT DOES NOT SUPERVISE, WI LL NOT BE RESPONSIBLE FOR AND WI LL NOT HAVE CONTROL OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR WORK COMPLYING WITH LOCAL CODES. SEALS SHEET INDEX 1.GENERAL CONTRACTOR (GC) TO CONTACT CFS PROJECT COORDINATOR TO SET UP CONSTRUCTION COORDINATION PHONE CALL PRIOR TO GROUND BREAK OF PROJECT. 2. GC SHALL PROVIDE CFS WITH A PROJECT SCHEDULE PRIOR TO CONSTRUCTION. 3. GC TO SEND WEEKLY OR BIWEEKLY NOTES AND PHOTOS TO PROJECT COORDINATOR AS AGREED UPON AT START OF PROJECT. 0 3"2" 1" 4" 5" DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTACT ARCHITECT IF DISCREPANCIES OCCUR. PROTOTYPE FOOD SERVICE - FOR REFERENCE ONLY FS-2 FOOD SERVICE PLUMBING PLAN FS-3 FOOD SERVICE ELECTRICAL PLAN FS-4 FOOD SERVICE BUILDING WORKS PLAN FS-5 FOOD SERVICE MEP SCHEDULE FS-6 FOOD SERVICE MEP SCHEDULE FS-7 THIS SHEET INCLUDED ABOVE IN ARCHITECTURAL SCOPE FS-8 THIS SHEET INCLUDED ABOVE IN ARCHITECTURAL SCOPE FS-9 FOOD SERVICE REFRIGERATION DETAILS NOTES FOR GENERAL CONTRACTOR ARCHITECTURAL & STRUCTURAL REVISION 2:11-07-2022T101 TITLE SHEET S101 FOUNDATION PLAN, DESIGN LOADS, STRUCTURAL NOTES S102 ROOF FRAMING PLAN AND DETAILS S401 FRAMING DETAILS A101 FLOOR PLAN A102 REFLECTED CEILING PLAN A105 ROOF PLAN, REFRIGERATION DETAILS GD101 GARBAGE DUMPSTER ENCLOSURE DETAILS STRUCTURAL ARCHITECTURAL FOOD SERVICE PLUMBING MECHANICAL SITE ELECTRICAL ELECTRICAL NET FLOOR AREA = 3,790 SF ISSUE DATE: 05-20-2022PLAN REVIEW & PERMITALL SHEETS MARKEDTHE OWNER OR OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK NOTED HERE, AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING OFFICIAL. SERVICES TO BE PERFORMED AS DESCRIBED BELOW SHALL INCLUDE: · FABRICATORS · HIGH LOAD DIAPHRAGMS · SOILS · EIFS & WATER-RESISTIVE BARRIER COATING (FLUID APPLIED MEMBRANE AIR BARRIER ONLY) SPECIAL INSPECTOR QUALIFICATIONS PRIOR TO THE START OF CONSTRUCTION THE APPROVED AGENCIES SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING THE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION. EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHERE THE DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUALITIES. ACCESS FOR SPECIAL INSPECTION THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTIONS OR TESTS. REPORT REQUIREMENT APPROVED AGENCIES SHALL KEEP RECORDS OF INSPECTIONS AND TESTS. THE APPROVED AGENCY SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS AND TESTS TO THE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED OR TESTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS OR TESTS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE OWNER OR OWNER'S AUTHORIZED AGENT AND THE BUILDING OFFICIAL. INSPECTION OF FABRICATORS WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING, OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE FABRICATOR MAINTAINS APPROVED DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR THE CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND THE EFFECTIVE CODE. APPROVAL SHALL BE BASED UPON REVIEW FABRICATION AND QUALITY CONTROL PROCEDURES AND PERIODIC INSPECTION OF FABRICATION PRACTICES BY THE BUILDING OFFICIAL. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR THE OWNER'S AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL STATING THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR RESPONSIBILITY EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER OR OWNER'S AUTHORIZED AGENT PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. HIGH-LOAD DIAPHRAGMS AND SHEAR WALLS THE SPECIAL INSPECTOR SHALL INSPECT THE WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS OF THE GRADE AND THICKNESS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS. ADDITIONALLY, THE SPECIAL INSPECTOR MUST VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES, AND THAT THE SPACING BETWEEN THE FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED CONSTRUCTION DOCUMENTS. SOILS THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE LICENSED DESIGN PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE. DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL DETERMINE THAT PROPER MATERIALS AND PROCEDURES ARE USED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. THE INSPECTOR SHALL DETERMINE THAT THE IN-PLACE DRY DENSITY OF ANY COMPACTED FILL IS NOT LESS THAN 90% OF THE MAX DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORD w/ ASTM D 1557. TO BE PERFORMED PERIODICALLY DURING LISTED TASK: · VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. · VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. · PERFORM CLASSIFICATION & TESTING OF COMPACTED FILL MATERIALS. · PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PREPARED PROPERLY. TO BE PERFORMED CONTINUOUSLY DURING LISTED TASK · VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. EIFS & WATER-RESISTIVE BARRIER COATING (FLUID APPLIED MEMBRANE AIR BARRIER ONLY) SPECIAL INSPECTIONS SHALL BE REQUIRED FOR ALL EIFS APPLICATIONS EXCEPT AS NOTED BELOW: · FOR EIFS APPLICATIONS INSTALLED OVER A WATER-RESISTIVE BARRIER WITH A MEANS OF DRAINING MOISTURE TO THE EXTERIOR · FOR EIFS APPLICATIONS INSTALLED OVER MASONRY OR CONCRETE WALLS A WATER-RESISTIVE BARRIER COATING COMPLYING WITH ASTM E 2570 REQUIRES SPECIAL INSPECTION OF THE WATER-RESISTIVE BARRIER COATING WHEN INSTALLED OVER A SHEATHING SUBSTRATE. FS-1 FOOD SERVICE PLAN FS-7 FOOD SERVICE ELEVATIONS FS-8 FOOD SERVICE ELEVATIONS A201 EXTERIOR ELEVATIONS, DOOR & WINDOW TYPES A202 BUILDING SECTIONS OA101 CODE PLAN AND DATA; CONTRACTOR NOTES A103 FINISH PLAN A103.1 DECOR & INTERIOR SIGNAGE PLAN A104 INTERIOR ELEVATIONS A401 WALL SECTIONS AND DETAILS A402 WALL SECTIONS AND DETAILS P101 UNDER FLOOR PLUMBING PLAN & ROOF DRAIN PLAN P102 GAS PIPING, ABOVE FLOOR PLUMBING, & VTR PLAN P103 FOOD SERVICE PLUMBING ROUGH-IN PLAN & SCHEDULE P201 PLUMBING SCHEDULE AND DETAILS P301 PLUMBING ISOMETRICS P302 PLUMBING ISOMETRICS M101 HVAC PLAN, DIFFUSER SCHEDULE M201 HVAC SCHEDULE AND DETAILS M202 GRIDDLE HOOD / EXHAUST SCHEDULE & DETAILS M203 FRYER HOOD / EXHAUST SCHEDULE & DETAILS M204 FAN SCHEDULE & DETAILS E101 LIGHTING PLAN E102 POWER & COMMUNICATIONS PLAN E103 KITCHEN & ROOF POWER PLANS E104 POS SYSTEMS PLAN E105 POS SYSTEMS ELEVATIONS E201 RISER DIAGRAM, FOOD SERVICE EQUIPMENT SCHEDULE E202 PANEL SCHEDULES & DETAILS E203 KITCHEN VENTILATION WIRING DETAILS SE101 SITE ELECTRICAL PLAN SE102 SITE FIXTURE DETAILS SE201 SITE ELECTRICAL DETAILS REVISION 1:08-29-2022MAIN ENTRY DRIVE-THRU REAR RIGHT SIDE LEFT SIDE FRONT SEE SITE PLAN FOR NORTH ORIENTATION TITLE SHEETT101 NEW CULVER'S RESTAURANT431 E Carmel DriveCarmel, IN 46032County of HamiltonDate:Revision:5-25-2022OLLMANN ASSOCIATES ARCHITECTS, P.C.200 South State StreetBelvidere, Illinois 61008815-544-7790 Phone© 2022K&J INVESTMENTS XVI, LLC1448 Conner StreetNoblesville, IN 46060Bob Goins: bgoins@indyculvers.com317-770-4656OWNER:Culver Franchising System, Inc.1240 Water StreetPrairie du Sac, WI 53578608-643-7980®2020-159 © OAA All rights reserved; any copying, transmittal or disclosure subject to OAA written approval. 11-07-2022 01/13/23