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HomeMy WebLinkAboutS10012345AAA.1A.6B.7C.7D.9EEDCB.2C.84.425' - 0"15' - 0"15' - 0"25' - 0"80' - 0"1S4002S400F1P1P1F3F1P1P2F5F5P2F3P1F4F3P1P1F1F5P2P1F1P1F1F3P1F1P1F2F2F2F2F2F2F3P1P1F3P1F3F4F43S4006" CONCRETE SLAB ON GRADE WITH W.W.F PLACED 6x6-W1.4xW1.4 OVER 6" OF COMPACTED FILLTHICKENED SLAB AT STAIR (SEE TYPICAL DETAILS)21' - 1"5' - 0"4' - 0"4' - 0"4S400F2P1P17S4005S40066S40023' - 8"23' - 8"LA.5B.6STEEL LINE13' - 9"17' - 9 1/8"21' - 3"28' - 0"31' - 4"31' - 6 1/8"116' - 0"1' - 9 1/8"16' - 0"112' - 1 1/8"3' - 10 7/8"1' - 2"1' - 4"1' - 4"STEEL LINE6"6"STEEL LINE6"6"6"1' - 9 1/8"11' - 6"25' - 9"14' - 9 1/4"27' - 11 3/4"80' - 0"6"11' - 8"25' - 9"42' - 7"19' - 7"23' - 0"1' - 2"20' - 1"6"20' - 1"4' - 11 3/4"1.11B.5B.8F3P1F5P1F5P1SCALEPROJECT NUMBERDATEDRAWN BYCHECKED BYSTRUCTURAL ENGINEERING BY: SURINAK ENGINEERING LLC3819 N. DELAWARE ST.INDIANAPOLIS, IN 46205317.500.3159WWW.SURINAKENGINEERING.COMCLIENT:NOTES:3/16" = 1'-0"S100FOUNDATION PLAN892985 N. RANGELINE RD.CARMEL, IN 46032MILLER AUTO CARE7-14-2020JARTJSHALSTEAD ARCHITECTS1139 SHELBY ST.INDIANAPOLIS, IN 46203No. Description DateNFOOTING SCHEDULEType SIZE DEPTH REINFORCINGF1 8' - 0"*8' - 0" 1'-6" (8) #6's E/W, TOP AND BOTTOMF2 1' - 8" 1'-6" (3) #5 CONT., #5 @12" O.C.F3 5' - 6"*5' - 6" 1'-6" (5) #6's E/W, TOP AND BOTTOMF4 5' - 6"*5' - 6" 1'-0" (5) #6's E/WF5 10' - 0"*10' - 0" 1'-6" (10) #6's E/W, TOP AND BOTTOMPIER SCHEDULEType SIZE VERTICAL REINFORCEMENT PIER TIESP1 2' - 0"*2' - 0" #4 TIES @8" O.C.P2 4' - 0"*2' - 0" (16) #6's #4 TIES @8" O.C.1. SEE SHEET S001 FOR GENERAL NOTES AND DESIGN CRITERIA.2. TOP OF FINISHED FLOOR SLAB ELEVATION 813.9 REFERENCED AS DATUM ELEVATION 0'-0". COORDINATE FINISH FLOOR ELEVATION WITH CIVIL AND ARCHITECTURAL DRAWINGS.3. TOP OF PROPOSED FOOTING ELEVATION IS -3'-0" BELOW DATUM UNLESS NOTE AS ( ) ON THE PLANS. 4. TYPICAL SLAB-ON-GRADE IS 6" NORMAL WEIGHT CONCRETE REINFORCED W/6X6-W2.1XW2.1 WWF OVER 6" OF COMPACTED FILL.5. LOCATE SLAB REINFORCEMENT 1-1/2" CLR. FROM T/SLAB6. PROVIDE CONTROL/CONSTRUCTION JOINTS IN SLAB PER TYPICAL DETAILS. LOCATE @ 15'-0" MAX, ARCHITECT AND CONTRACTOR TO APPROVE FINAL JOINT LOCATIONS7. TOP OF PIER ELEVATION = 0'-0" U.N.O.8. STEM WALLS TO BE POURED AFTER COLUMN PIERS ARE IN PLACE3/16" = 1'-0"1FOUNDATION PLAN