HomeMy WebLinkAboutS400FIRST FLOOR0' -0"TOP OF FOOTING2-3' -0"1' - 6"COMPACTED STRUCTURAL FILL20"x18" FOOTING1' - 8"(2) #5 CONT. (EQUALLY SPACED)6" CONCRETE SLAB16" FOUNDATION WALL1/2" EXPANSION JOINT MATERIAL# 5 @ 18" O.C, VERTICAL AND HOOKED AT BOTTOM#5 @12" O.C., HORIZONTALFIRST FLOOR0' -0"TOP OF FOOTING2-3' -0"1' - 6"3" CLR.(8) #6'S EW6" CONCRETE SLAB24"x24" CONCRETE PIER#4 TIES @8" O.C.COMPACTED STRUCTURAL FILLCOLUMN BY PEMB SUPPLIERBASEPLATE AND ANCHOR BOLT LAYOUT TO BE PROVIDED BY METAL BUILDING CONTRACTORNOTEBASEPLATE AND ANCHOR BOLT LAYOUT TO BE PROVIDED BY METAL BUILDING CONTRACTOR3" CLR.1/2" EXPANSION JOINT MATERIAL#4 TIES @8" O.C2' - 0"1' - 0"1' - 0"2' - 0"1' - 0"1' - 0"1 1/2" CLR.(8) #6'sFIRST FLOOR0' -0"(5) #6's E/W6" CONCRETE SLABCOMPACTED STRUCTURAL FILL5' - 6"1' - 0"TOP OF FOOTING1-1' -0"3" CLR.3" CLR.1/2" EXPANSION JOINT MATERIALCOLUMN BY OTHERFIRST FLOOR0' -0"TOP OF FOOTING2-3' -0"COMPACTED STRUCTURAL FILL20"x18" FOOTING(3) #5 CONT. (EQUALLY SPACED)6" CONCRETE SLAB16" FOUNDATION WALL# 5 @ 18" O.C, VERTICAL AND HOOKED AT BOTTOM#5 @12" O.C., HORIZONTAL1' - 8"1' - 6"FIRST FLOOR0' -0"TOP OF FOOTING2-3' -0"(5) #6's E/W6" CONCRETE SLAB24"x24" CONCRETE PIER#4 TIES @8" O.C.COMPACTED STRUCTURAL FILL8' - 0"1' - 6"3" CLR.COLUMN BY PEMB SUPPLIER1/2" EXPANSION JOINT MATERIALBASEPLATE AND ANCHOR BOLT LAYOUT TO BE PROVIDED BY METAL BUILDING CONTRACTORFIRST FLOOR0' -0"TOP OF FOOTING2-3' -0"(4) #5's E/W6" CONCRETE SLAB16"x16" CONCRETE PIERCOMPACTED STRUCTURAL FILL1' - 6"3" CLR.5' - 6"#4 TIES @12" O.C.VERTICAL #4S AT THE CORNERSCOLUMN BY OTHER1/2" EXPANSION JOINT MATERIALFIRST FLOOR0' -0"TOP OF FOOTING2-3' -0"1' - 6"3" CLR.COMPACTED STRUCTURAL FILL16"x16" CONCRETE PIERVERTICAL #6's AT THE CORNERS#4 TIES @12" O.C.6" CONCRETE SLAB5'-6"x3'-0"x1'-6" FOOTING(3) #6's LONG WAY(6) #6's SHORT WAYCOLUMN BY OTHER#4 TIES @12" O.C1' - 4"1' - 4"1 1/2" CLR.(4) #6'sSCALEPROJECT NUMBERDATEDRAWN BYCHECKED BYSTRUCTURAL ENGINEERING BY: SURINAK ENGINEERING LLC3819 N. DELAWARE ST.INDIANAPOLIS, IN 46205317.500.3159WWW.SURINAKENGINEERING.COMCLIENT:NOTES:As indicatedS400FOUNDATION DETAILS892985 N. RANGELINE RD.CARMEL, IN 46032MILLER AUTO CARE7-14-2020JARTJSHALSTEAD ARCHITECTS1139 SHELBY ST.INDIANAPOLIS, IN 46203No. Description Date1" = 1'-0"1EXTERIOR STRIP FOOTING1" = 1'-0"2CONCRETE PIER AND FOOTING AT F11" = 1'-0"3PIER AND FOOTING FOR MEZZANINEFRAMING AT F41" = 1'-0"4EXTERIOR STRIP FOOTING ATOVERHEAD DOOR1" = 1'-0"5CONCRETE PIER AND FOOTING AT F31" = 1'-0"7CONCRETE PIER AND FOOTING AT F41" = 1'-0"6CONCRETE PIER AND FOOTING AT F51. ANCHOR BOLT LAYOUT AND REACTIONS FROM PEMB SUPPLIER TO BE VERIFIED PRIOR TO CONSTRUCTION2. MINIMUM OF 6 ANCHOR BOLTS REQUIRED AT MAIN FORCE RESISTING SYSTEM COLUMNS