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HomeMy WebLinkAboutFOUNDATION - 22-00481 - 4774 S Hwy 191 - StorageP Fig— m Fis m F16 m F,s m FiE rao Ne /D D r4� r,.o r,.o rso r,.o we c o o WB F4.0 F16m m m� �m EXISTING BUILDING 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, C 4'-0" 4'-0" 1'-0" (5) #5 (5) #5 - - - - #5 @ 1'-0" MAX O.C. E.W. F5.0 D 5'-0" 5'-0" 1'-0" (6) #5 (6) #5 - - - - #5 @ 1'-0" MAX O.C. E.W. F6.0 D/F 6'-0" 6'-0" 1'-0" (7) #5 (7) #5 - - - - #5 @ 1'-0" MAX O.C. E.W. A A p'-g" p'-g" - - - - 4) #5 6) 3 /8 (3) TIES IN TOP 12 , ANCHOR BOLTS CAN BE DRILLED AND EPDXIED 7 MIN B, C B, C 0'-8" 0'-8$) - - - - (4) #4 - 5/8" ANCHOR BOLTS CAN BE DRILLED AND EPDXIED 7" MIN 2'-0" 1'-0" - - - - (8) #6 (6) #3 1 " (3) TIES IN TOP 12", #5 5'-0" HAIRPINS INTO SLAB, 18" MIN ANCHOR BOLT EMBEDMENT DF D/F 2'-0" 2'-8" - - - - (14) #6 (6) #3 1 " (3) TIES IN TOP 12", #5 5'-0" HAIRPINS INTO SLAB, 18" 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" ■ aate I Dv I aiDw rev I aescrimion 107/06/221 CFHIBBHI 0 I ISSUED FOR CONSTRUCTION ate i ov i alJpi rev escrimion Ift 111111111MI Kai 01010K •l 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 1 OF 2 9390-28641-F1 date 07/06/22 9290-2864142 drawn C.HARPER checked B.B.HARPER engineer B.B.HARPER approved VEKTOR technical resp'ty drawing FOUNDATION title supp title DAN ARNOLD location 00 IDAHO code drawing type GA PLOT PLAN drawing D size 175016 drawing reference — drawing number revision 2201 8001 S01 0 4' ANCHOR BOLTS REF BUILDING STEEL 4' 1 '-8" FOOTING A DETAIL #4 GRADE BEAM CONT. 1Y2" CLEARANCE TYP (4) #5 DOWELS (6) #3 TIES PIER A DETAIL FINISHED FLOC #5 REINFORCEMENT ANCHOR BOLTS REF BUILDING STEEL SECTION A -A C� 5" aate I iDy i appi rev i aescrl tlon I aate 07/05/221CFHIBBHI A IISSUED FOR REVIEW 07/06/221CFHIBBHI 0 IISSUED FOR CONSTRUCTION FOOTING B DETAIL #4 GRADE BEAM CONT. Y2" CLEARANCE TYP #4 DOWELS �x � PIER B DETAIL rev R TYP DISHED GRADE MIN I uuTING escrlptlon ANCHOR BOL' REF BUILDING STE[ C� FINISHED FLOOR FIELD [ AN REF BUI FOOTING C DETAIL #4 GRADE BEAM CONT. 1Y2" CLEARANCE TYP 2' �) #4 DOWELS O—L PIER C DETAIL 5' 2'-6" FOOTING D DETAIL "Y2" CLEARANCE TYP AN REF BUI (8) #6 DOWELS �4 GRADE BEAM CONT. 1) #3 TIES PIER D DETAIL (3) CONT. REWFc THROUGH W8 WA ANCHOR BOLTS REF BUILDING STEEL (3) CONT. REINFORCEMENT THROUGH W8 WALL & PIER TYP )ETERMINED 12" Mf TIES PIER DOWELS I F 0 1 0 lie I I i I #5 REINFORCEMENT 1'-0" MAX O.C. E.W. ���I LI0l010KMA SECTION B-B escrlptlon �X - EXISTING BUILDING 1 " RIGID INSULATION FOOTING 5' 1Y2" CLEARANCE TYP 6" MAX 2'-0" MAX TYP 6" MAX DOWELS ALTERNATE TAILS 1 This print or drawing shall be used only with reference to contracts or HARPER INC. proposals of Harper Engineering, I ENGINEERING Nothing disclosed herein shall be NC. used without written permission from Harper BOUNTIFUL, UT U.S.A Engineering, INC. Phone: (801) 296-2903 Fax: (801) 296-0244 COPYRIGHT © Harper Engineering, INC. FOOTING DF DETAIL CLEARANCE TYP (8) #6 DOWELS �4 GRADE BEAM CONT. >) #3 TIES PIER DF DETAIL (3) CONT. REINFORCEMENT THROUGH W8 WALL & PIER TYP MATCH PIER HEIGHT FOOTING 8" MIN (2) #4 REINFORCEMENT CONT. 1'-4" SECTION C-C related drawings scale 1:20 12 OF 2 9390-28641—F1 date 07/06/22 drawn C.HARPER checked B.B.HARPER engineer B.B.HARPER approved VEKTOR technical resp'ty drawin titleg FOUNDATION supp title DAN ARNOLD location 00 IDAHO code drawin type g GA PLOT PLAN drawing D size 175016 C / /06/2� drawing reference — drawing number revision 2201 8001 S02 0