Loading...
HomeMy WebLinkAboutFOUNDATION 2 - 22-00481 - 4774 S Hwy 191 - Storageu Footing 8c Pier Schedule FOOTING/PIER COLUMN WIDTH LENGTH DEPTH REBAR REINFORCEMENT ANCHOR BOLTS COMMENTS LONGITUDINAL TRANSVERSE HORIZONTAL DOWELS TIES F16 - 1'-4" CONTINUOUS 8" MIN (2) #4 CONT. - - - - - (2) #4 CONTINUOUS REINFORCEMENT INTO COLUMN PIERS F4.0 A, B 4'-0" 4'-0" 1'-0" (5) #5 (5) #5 - - - - #5 @ 1'-0" MAX O.C. E.W. F5.0 C, D 5'-0" 5'-0" 1'-0" (6) #5 (6) #5 - - - - #5 @ 1'-0" MAX O.C. E.W. A A 1'-2" 1'-7" - - - - (4) #4 _ 3/4„ _ B B 1'-2" 1'-0" - - - - (4) #5 (6) #3 3/4" (3) TIES IN TOP 12" 2'- -2 1 -0 - - - - 8 6 ( ) # 6 ( ) #3 3/4" (3) TIES IN TOP 12", #5 5'-0" HAIRPINS INTO SLAB, 12" MIN ANCHOR BOLT EMBEDMENT W8 - 0'-8" CONTINUOUS - - - (3) #4 CONT. #4 2'-0" O.C. - - ALTERNATE DOWEL TALES, HORZ. 2'-0" MAX, (1) #4 IN TOP 6", (1) #4 IN BOTTOM 6" rev escrimion CFHIBBHI 0 IISSUED FOR CONSTRUCTION ate i ov i alJpi rev escrimion Ift 111111111MI Kai 0l010KMA escriotlon HARPER INC. ENGINEERING BOUNTIFUL, UT U.S.A Phone: (801) 296-2903 Fax: (801) 296-0244 This print or drawing shall be used only with reference to contracts or proposals of Harper Engineering, INC. Nothing disclosed herein shall be used without written permission from Harper Engineering, INC. COPYRIGHT © Harper Engineering, INC. related drawings scale 1:50 11 OF 2 105281—A1 date 07/06/22 105281—A2 drawn C.HARPER 105281—A4 checked B.B.HARPER engineer B.B.HARPER approved VEKTOR technical resp'ty drawing FOUNDATION title su titlee DAN ARNOLD location 00 I DAH o code drawin type g GA PLOT PLAN drawing D size " 175016 C��/06/1 drawing reference drawing number revision 22018002S01 0 - 4' 101" 2 A "`F) �30LTS )ING STEEL a a FOOTING A DETAIL #4 GRADE BEAM CONT. 1Y2" CLEARANCE TYP 21<,-= 1' (4) #4 DOWELS 8" 6„ PIER A DETAIL ANCHOR BOLTS REF BUILDING STEEL ANCHOR BOLTS REF BUILDING STEEL 2' C� FOOTING B DETAIL 4' �o #4 GRADE BEAM CONT. 6 1Y2" CLEARANCE TYP (4) #5 DOWELS l 1 '-2" (6) #3 TIES U PIER B DETAIL Af REF BL 2'-2" ANCHOR BOLTS REF BUILDING STEEL FOOTING C DETAIL ) #3 TIES 1%2" CLEARANCE TYP (8) #6 DOWELS #4 GRADE BEAM CONT. PIER C DETAIL