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CJ8' - 0"23' - 4 1/2"41' - 8" <br />1 2 3 <br />B <br />A <br />17' - 6"17' - 7"20' - 5 1/2"FREEZER 2FREEZER 1 <br />1 <br />S.4 <br />2 <br />S.4 <br />3 <br />S.4 <br />HSS4X4X3/16 <br />BP-1 <br />HSS4X4X3/16 <br />BP-1 <br />HSS4X4X3/16 <br />BP-1 <br />HSS4X4X3/16 <br />BP-1HSS4X4X3/16 <br />BP-1 <br />3 <br />S.4 <br />4 <br />S.49 1/2" EQ. EQ. <br />T.O.F. <br />(-5 -4")T.O.F.(-5 -4")SLAB ON GRADE <br />EXISITING BUILDING 9 1/2"S.4 <br />9 <br />1' - 0"1' - 0"T.O.F. <br />(-5' -4") <br />T.O.F <br />MATCH <br />EXISTING <br />FOOTING <br />DRILL & EPOXY FTG. HORIZONTAL BARS 6" <br />INTO FACE OF EXISTING FOOTING <br />FACE OF EXISTING WALL FOOTING ASSUMED <br />OUTLINE OF FREEZER <br />T.O.F.MATCHEXISTINGFOOTINGDRILL & EPOXY 6" <br />HORIZONTAL BARS <br />INTO FACE OF <br />EXISTING FOOTING <br />RECESSED SLAB EDGE <br />11 <br />S.4 <br />RECESSED SLAB <br />F3.5 <br />(-5' - 4") <br />F3.5 <br />(-5' - 4") <br />F3.5 <br />(-5' - 4") <br />F3.5 <br />(-5' - 4") <br />CONDENSING <br />UNIT <br />STEEL COLUMN, PIER & F3.5 <br />FOOTING REQUIRED FOR <br />ALTERNATE G-1 ONLY -OMIT <br />AT BASE BID (TYPICAL ALL 5 <br />LOCATIONS <br />NOTES: <br />1. TOP OF SLAB REFERENCE ELEVATION = 0'-0" (TO MATCH EXIST. F.F.E.) <br />2. "FX" ON PLAN REFERS TO FOOTING MARK. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. <br />3. "T.O.F." REFERS TO TOP OF FOOTING ELEVATION AS MEASURED FROM FIRST FLOOR REFERENCE ELEVATION <br />AND IS NOTED (-X'-X") ON PLAN. <br />4. "C.J." ON PLAN DENOTES A SLAB CONTROL JOINT. REFER TO DETAIL 2/S4 FOR ADDITIONAL INFORMATION. <br />5. SEE 3/S4 FOR TYPICAL FOOTING DETAIL. <br />6. SEE 6/S4 FOR TYPICAL ANCHOR ROD DETAIL. <br />7. "BP-X" DENOTES COLUMN BASEPLATE, SEE 5/S4 FOR BASEPLATE DETAILS. <br />CERT. NO. <br />52006REGISTEREDARCHITECTURALCOMPANY <br />N <br />ORTH CA R O L INA <br />SUMMITDESIGNAND E N GINEERIN <br />G <br />SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. <br />SHEET NO. <br />THIS DRAWING & THE DESIGN INTENT OF THIS <br />INSTRUMENT OF SERVICE IS THE VESTED <br />PROPERTY OF THE ARCHITECT & THE <br />ARCHITECTS CONSULTANTS, WHICH ARE NOT <br />TO BE REPRODUCED IN WHOLE OR IN PART BY <br />ANY MEANS OR METHOD WITHOUT EXPRESS <br />WRITTEN CONSENT OF THE ARCHITECT. THIS <br />INSTRUMENT OF SERVICE IS SOLELY & <br />EXCLUSIVELY FOR THE PURPOSE OF <br />CONSTRUCTING, USING, MAINTAINING, <br />ALTERING & ADDING TO THIS SPECIFIC <br />PROJECT AT IT'S SPECIFIC LOCATION. <br />COPYRIGHT 2015 <br />SUMMIT DESIGN AND <br />ENGINEERING SERVICES <br />C <br />ENGINEER OF RECORD <br />PROJECT MANAGER <br />DRAWN BY FIRST ISSUE DATE <br />500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 <br />S.2 <br />UO,SDH 3/14/2019 <br />JET <br />JET <br />FOUNDATION PLANFREEZER ADDITIONPIEDMONT FOOD & AGRIC.1/4" = 1'-0"1 FOUNDATION PLAN <br />SPREAD FOOTING SCHEDULE <br />Type Mark LENGTH WIDTH THICKNESS REINFORCEMENT <br />F3.5 3' - 6" 3' - 6" 12" (4) #5 E.W. BOT <br />1 NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 <br />DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B