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S IO <br />N <br />ALSEFORP <br />N E E R <br />IGN <br />E <br />20609 <br />A <br />C. <br />ROLI <br />NACHTRON <br />I A NSIR <br />HC S E A L <br />T B E RG6"#4@12" O.C. EACH WAY <br />WITH 1-1/2" TOP COVER <br />6" MIL VAPOR BARRIER <br />COMPACTED CRUSHED <br />STONE <br /> 4"TT/4NOTES: <br />1. INTERMEDIATE CONTROL JOINTS SHALL BE FORMED BY <br />AN APPROVED TEMPORARY INSERT OR BY SAWING <br />WITH AN APPROVED CONCRETE SAW. <br />2. REINFORCEMENT SHALL TERMINATE AT EACH JOINT. <br />3. SAWING SHALL BE DONE WITHOUT SPALLING AND <br />RAVELLING AND NOT MORE THAN 24 HOURS AFTER <br />CONCRETE IS PLACED. <br />4. AFTER CONCRETE HAS CURED FOUR DAYS, CLEAN AND <br />DRY JOINT AND FILL WITH AN APPROVED SEALANT TO <br />1/8" OF SURFACE. <br />3/16" ± 1/16"SLAB REINF.SEE TYP. 1' - 0"8" 1' - 6" <br /> 3' - 2"2' - 0"2' - 0"1' - 0"2" CLR.3" CLR.#5 @ 12" O.C. @ MID- <br />DEPTH OF WALL <br />#4 @ 12" O.C. <br />#5 @ 12" O.C. <br />(3) #4 <br />(2) #4 <br />#5 HOOK BARS <br />@ 12" O.C.1' - 4"GALV. L3X3X1/4 W/ 1/2"Ø <br />HEADED STUDS @ 24" O.C. AT <br />LOADING DOCK WALL ONLY <br />CONC. SLAB ON <br />GRADE <br />T/FOOTING <br />(-5' - 4") <br />T/SLAB <br />(+0' - 0") <br />T/GRADE <br />(-4' - 0") <br />EXISTING STRUCTURE <br />EPOXY #5 DOWELS <br />14" INTO EXISTING SLAB <br />@ 12" O.C. <br />TYP. SLAB ON GRADE <br />6"4" <br />10"10"1 1/2"1 1/2"1 1/2"1 1/2" <br />3/4" PLATE <br />HSS COLUMN - <br />SEE PLAN. <br />3/16 <br />(4) 13/16" Ø OVERSIZED <br />HOLES <br />TYP. CORNER BARS - <br />SIZE & SPACING SAME AS <br />HORIZ. REINF., CLASS B <br />LAP SPLICE <br />FTG. WIDTHFTG. WIDTH <br />FTG. HORIZ. REINF., <br />SEE PLAN & DETAILS <br />PLAN VIEW <br />8"1' - 0" 1 1/2" 1 1/2"1 1/2"1 1/2"3/16 <br />3/4" PLATE <br />13/16" Ø HOLES <br />FOR (4) 3/4" Ø <br />TITEN HD <br />ANCHORS <br />C6X8.2 <br />CONC. DOCK WALL <br />AND REINFORCING, <br />SEE TYPICAL DOCK <br />WALL DETAIL <br />PLAN PED-1 <br />(12) #7 VERT W/ STD <br />HOOK <br />#4 TIES, SEE SECTION <br />FOR SPACING <br />ANCHOR RODS <br />EMBEDDED INTO PIER <br />1' - 5 1/2"1' - 0 1/2" <br />4" CLR <br />1' - 10"1' - 10"9 1/2"9 1/2" <br />10 <br />S.4 <br />CONC. RETAINING WALL <br />AND REINFORCING, SEE <br />TYPICAL REINFORCING <br />WALL DETAIL <br />CONC. SLAB ON GRADE <br />T/PAVEMENT <br />(-4' - 0") <br />T/FOOTING <br />(-5' - 4") <br />T/SLAB <br />(+0' - 0") <br />HSS COLUMN <br />CONTROL JOINT <br />(2) #4 TIES @ TOP OF PIER <br />AND #4 TIES @ 12" O.C. <br />(12) #7 VERT W/ STD HOOK <br />COL. FOOTING, SEE <br />FOOTING SCHEDULE FOR <br />SIZE AND REINFORCEMENT <br />COLUMN ANCHOR <br />BOLTS EMBEDDED INTO <br />PIER <br />SECTION <br />1' - 5 1/2"4' - 0"1' - 0"WALL GOING UP TO <br />THE ROOF <br />1' - 0"1' - 8" <br />8" 1' - 10" <br />. <br />ASTM F1554 <br />THREADED ROD <br />OR HEADED STUD <br />PROVIDE WASHER <br />AT OVERSIZED HOLES <br />BASEPLATE <br />2" NON-SHRINK <br />GROUT <br />TOP OF FOOTING <br />PEDESTAL <br />LEVELING NUT <br />W/ WASHER <br />TACK WELD WASHER <br />TO HEAVY NEX NUT <br />MIN. PROJ = <br />2" GROUT ALLOW. <br />+ BASEPLATE THK. <br />+ 2 X THK. OF NUT <br />BOTTOM OF FOOTING 8"#5 HOOK BARS <br />@ 12" O.C. <br />T/FOOTING <br />(-5' - 4") <br />T/SLAB <br />(+0' - 0") <br />T/GRADE <br />(-4' - 0") <br /> 1' - 6" <br /> 3' - 2"1' - 0"3" CLR.VERIFY W/ <br />MANUFACTURER <br />(2) #5 <br />INSULATION4"4" SLAB W/ <br />6X6XW1.4XW1.4 W.W.F. <br />6" SLAB <br />2X4 HARDWOOD BLOCKING <br />#4 @ 12" O.C. <br /> 1' - 0"8" <br />4" STONE BASE <br />FREEZER WALL <br />#4 @ 12" O.C. <br />#5 @ 12" O.C. <br />(3) #4 <br />CLR.2"(2) #4 <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-03391110 Navaho Dr., Suite 600Raleigh, NC 27609Voice: (919) 322-0115 Fax: (919) 322-0116www.SummitDE.netDESIGN 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 />11/27/2018 <br />500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 <br />S.4 <br />UO 11/27/2018 <br />CCB <br />CCB <br />FOUNDATION DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC. 3/4" = 1'-0"1 TYPICAL 6" SLAB ON GRADE <br /> 3/4" = 1'-0"2 <br />TYP. SLAB INTERMEDIATE CONTROL <br />JOINT <br /> 3/4" = 1'-0"3 RETAINING WALL <br /> 3/4" = 1'-0"4 SLAB DOWELS <br /> 1 1/2" = 1'-0"5 BP-1 <br /> 1/2" = 1'-0"7 TYP. CONT. FTG. CORNER REINF. <br /> 1 1/2" = 1'-0"8 BP-2 <br /> 3/4" = 1'-0"9 PIER PLAN VIEW <br /> 3/4" = 1'-0"10 <br />TYPICAL PIER SECTION AT RETAINING <br />WALL <br /> 3/4" = 1'-0"6 TYP. ANCHOR ROD DETAIL <br /> 3/4" = 1'-0"11 RECESSED SLAB NOREVISIONSDATEBYDocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071