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GENERAL NOTES: <br />METER <br />1. ALL. WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING <br />CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER <br />HANDICAP ACCESSIBILITY CODES. <br />2, GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING <br />SCHEDULING AND SEQUENCING OF THE WORK. <br />3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND <br />GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY <br />OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. <br />4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING <br />CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS <br />HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. <br />5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE <br />AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, INCLUDING SANITARY <br />SEWER. STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN <br />UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. <br />6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING <br />DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE <br />ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO <br />PROCEEDING WITH WORK. <br />7. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL <br />EQUIPMENT, SHELVING, ACCESSORIES, SIGNAGE, AND OTHER DEVICES REQUIRED. <br />I 8. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. <br />i <br />9. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES <br />AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. <br />10. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL <br />JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND <br />CERTIFICATES OF OCCUPANCY. <br />11. SIGNS, EXCEPT AS INDICATED ON DRAWINGS AND ADA TOILET ROOM SIGNS, ARE PROVIDED <br />BY OWNERS SIGN CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. <br />12. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OWNERS VENDORS ON SITE <br />DURING CONSTRUCTION. <br />19. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY UNLESS <br />OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS <br />OTHERWISE NOTED. <br />20. ALI. PLYWOOD REFERENCES TO BE FIRE -RETARDANT TREATED PLYWOOD. <br />21. ALL SHEATHING REFERENCES TO BE FIRE -RETARDANT TREATED PLYWOOD OR <br />NON-COMBUSTIBLE GYPSUM BOARD PRODUCT. <br />22. ALL INTERIOR WALL TO HAVE BATTEN INSULATION. MINIMUM 6' ABOVE CEILING. <br />PLAN NOTES: [] <br />11 NEW EQUIPMENT, REFER TO EQUIPMENT PLAN. <br />[ 2] REFER TO FLOOR FINISH SCHEDULE FOR ALL FLOOR AND WALL FINISHES. <br />1-131 NEW RESTROOM FIXTURE. <br />44] EXISTING GAS MONITOR PANEL TO RELOCATED. <br />INEW DOOR, HARDWARE AND FRAME, REFER TO FINISH SCHEDULE. <br />IT I EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT AND PENELS TO BE REMAIN. <br />NEW COOLER DOORS. <br />8 TRANSACTION COUNTER. <br />DCIGARETTE BAR, REFER TO EQUIPMENT PLAN. <br />Eta] NEW CABINETS AND COUNTERS. <br />1'. NEW GONDOLAS. <br />12 EXISTING DOOR TO REMAIN, NEW HARDWARE REQUIRED. <br />13J EXISTING STOREFRONT TO REMAIN, REPAIR AS REQUIRED. <br />14 EXISTING HAND SINK TO BE RELOCATED. <br />15 SEE WALL TYPE ON SHEET A-101. <br />ENEW HOOD TO BE INSTALLED, REFER TO MECHANICAL PLAN. <br />WALL TYPE: <br />L61 <br />ANCHOR AT CEILING <br />1/4" SEALANT EACH SIDE <br />5/8" GYP. BD. <br />(M.R. IN WET SURFACE) <br />3 518" METAL STUD AT 16" O.C. <br />BLOCKING AS REQUIRED <br />SOUND BATT INSULATION <br />(OPTIONAL) <br />INTEGAL COVE BASE <br />FINISHED FLOOR <br />ANCHOR AT SLAB <br />1/4" SEALANT EACH SIDE <br />2X WOOD CAP <br />3 5/8" METAL STUD AT 16" O.C. <br />BLOCKING AS REQUIRED <br />5/8" GYP. BD. <br />INTEGAL COVE BASE <br />FINISHED FLOOR <br />rn <br />M <br />o <br />0 <br />� <br />H <br />CD <br />W <br />N <br />O <br />U_ <br />12 <br />T <br />z <br />INFINITY ENGINEERING <br />GROUP, LLC <br />1208 East Kennedy Boulevard <br />Suite 230 <br />Tampa, Florida 33602 <br />[p]: 813.434.4770 <br />[f]: 813.445.4211 <br />www.iegroup.net <br />Cert. of Auth. No. 27889 <br />Client Name and Address <br />1201 OAKFIELD DRIVE, NO. 109 <br />BRANDON, FLORIDA 33509 i <br />NI kl! v� P.E. <br />rM <br />No 6 5 <br />*: J , Wi4 <br />b.. ST E OF : 1 <br />Al <br />♦i�OR�� <br />N <br />It <br />L0 <br />cr) <br />cM <br />J <br />LL <br />= <br />Q <br />W <br />a <br />0 <br />m <br />0 <br />J <br />J <br />LL <br />y <br />'Q <br />n <br />h <br />N <br />L0 <br />v <br />(fl <br />v <br />M <br />M <br />a) <br />M <br />a� <br />z <br />a <br />C0 <br />SCALE <br />FLOOR PLAN 1/4„=11-0° <br />H <br />WALL SECTION <br />ANCHOR AT SLAB <br />1/4" SEALANT EACH SIDE <br />SCALE <br />1 1t = 1 <br />'-0" <br />KA <br />roject No. <br />Sheet <br />140-88.00 <br />A — 101 <br />Date <br />I <br />05/03/2019 <br />Scale <br />AS NOTED <br />