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Home My WebLink AboutFOUNDATION DESIGN - 23-00435 - Precision Precast - New Commercial BldgFOUNDATION DESIGN FOR PRECISION PRECAST BUILDING REXBURG, IDAHO For SteelVision Construction NOTES: 1. Foundation configuration provided by Trevor Haslem of SteelVision Construction. 2. Building dimensions and anchor bolt plan shown on Nucor Drawings AB 1 & A132 dated 6/05/2023. 3. Foundation loads from Nucor Report entitled "General Information for Column Base Plate Reactions", Precision Precast, Project Number: U23M0364A, dated 06/02/2023. 4. Exact anchor bolt locations shall be as shown on Nucor Drawings. 5. Concrete 28 -day strength shall be 3000 psi minimum. Slump shall be 3-4.5 in. 6. Reinforcement bars shall be ASTM A615 with Fy = 60,000 psi. 7. Concrete construction per ACI -318. 8. Assumed allowable soil bearing pressure = 2000 psf. 9. Rectangular piers shown on drawings may be replaced with circular piers formed by sonotubes if the reinforcement is the same, the concrete area is equal to that of the rectangular pier, and there is sufficient cover for the reinforcement as required by ACI -318. 10. The "jab" method of placing anchor bolts or vertical reinforcing bars is acceptable if the following conditions are met: a. The anchor bolts and vertical bars are placed when the footing concrete is still fluid enough for it to fill in around the bolts and bars when they are placed and hand vibrated into the correct position as shown on the Behlen drawings and the foundation details. b. The vertical bars are located, relative to the horizontal bars in the footing, as shown on the foundation details. The details show the horizontal bend on the vertical bars going below the horizontal bars in the footing. c. The vertical bars meet the ACI code development length requirements. INDEX TO ATTACHED DOCUMENTS Detail Page Foundation Plan 1 Detail 1 —Foundation for Columns Al & A6 Thru A10 2 Detail 2 —Foundation for Columns A3, A4, C3 & C4 3 Detail 3—Foundation for Columns B 1& B 10 4 Detail 4 — Foundation for Columns C 1 & C6 Thru C 10 5 Detail 5 — Foundation for Columns D2 & D5 6 Detail 6 — Foundation for Columns E2 & E5 7 Detail 7 — 10 Ft. Pushwall Typical Section 8 CD m U O O 8 o� 0 z 0 H Q � Q U z �06 O L� M � U O w� cd W J � Q H Q J I— (4 n wz Q � � W J W W O >-- C4UI— oM w W o� LH Jn n Q Q RJ z �n o} W I— DOIa w r-� YZ 0 0 w w z z a z w Q ~ ~ Q z WU z D O W D O W J W �Q oLn U oLn w Q LL_ W LAW �I— �W U J ojU Q�--I P- -J QwJ a- W Q H (/l W wz Q3 wz :L 0i=) _ W (� wJw wD wJw L,JO>- (40- WO> () U I—I- m N 0 N 0 O w ry z IJ F- o <1--Iz Qu O_ Z I— o ryry z ~ �D ory = o� LL U 06 Li ry W N U I, C �dSW U<f Q J (%on _(_)Wz,,n H Q Q W �C'o WJW qz-0 w o >- (/lUl— 0 0 w w z z a z w Q ~ ~ Q z WU z D O W D O W J W �Q oLn U oLn w Q LL_ W LAW �I— �W U J ojU Q�--I P- -J QwJ a- W Q H (/l W wz Q3 wz :L 0i=) _ W (� wJw wD wJw L,JO>- (40- WO> () U I—I- m N 0 N 0 7'- �18' WIDE FOOTING FOR SIDEWALL �8°� I I I I I I I I I I GRADE �I I I I I 8 #6 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN I #3 TIE, TYP. 8 PLACES EQUALLY SPACED IN PIER IN AREA OF ANCHOR BOLTS i 7'-6' SQ. #4 X -TIE BARS ]LMNS 3. RUN BARS AROUND ANCHOR BOLTS. PLACE IN SLAB AND PROVIDE MINIMUM OF 3' CONCRETE BETWEEN BARS & SOIL. CONTINUOUS SIDEWALL -FOUR 1' DIA. ANCHOR BOLTS IF -1/2• 2 #4 BARS X -TIE BARS FROM SIDE TO SIDE AROUND COLUMN ANCHOR BOLTS, PROVIDE MIN. OF 3' CONRETE BETWEEN BARS & SOIL. FLOOR SLAB 24' iin 8 #6 BARS EACH DIRECTION EVENLY SPACED AS SHOWN PRECISI❑N PRECAST BUILDING DETAIL I F❑UNDATI❑N F❑R COLUMNS Al & A6 THRU A10 06/19/2023 7' - /-18' WIDE FOOTING FOR SIDEWALL PLAN VIEW 8' -}--- 21' I I I I i I 1 I I I GRADE I I I I 8 #6 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN I #3 TIE, TYP, 8 PLACES EQUALLY SPACED IN PIER IN AREA OF ANCHOR BOLTS I SECTION #4 X -TIE BARS 1LUMNS A3 & Al, BOLTS. PLACE IN SLAB AND PROVIDE MINIMUM OF 3" CONCRETE BETWEEN BARS & SOIL. CONTINUOUS SIDEWALL -FOUR 1' DIA. ANCHOR BOLTS 2 #4 BARS X -TIE BARS FROM SIDE TO SIDE AROUND COLUMN ANCHOR BOLTS. PROVIDE MIN. OF 3' CONRETE BETWEEN BARS & SOIL. FLOOR SLAB 24' 24' 8 #6 BARS EACH DIRECTION EVENLY SPACED AS SHOWN PRECISION PRECAST BUILDING DETAIL 2 FOUNDATION FOR COLUMNS A3, A4, C3 & C4 06/19/2023 PLAN VIEW 12" 4'-0" 'IN BAR. EXTEND 5' INT❑ SLAB. 3/4' DIA. ANCHOR BOLTS --j 1/2" 19.5' --� 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, THEN AT 10' O.C. BELOW. #5 HAIRPIN INTO SLAB; PROVIDE MIN, OF 3' CONCRETE COVER BETWEEN BAR & S❑IL. TYP. SIDEWALL & ENDWALL REINFORCEMENT 5 #4 HORIZONTAL BARS EVENLY SPACED. #4 VERTICAL BARS @ 18' O.C. 4 #4 VERT. BARS IN CORNERS OF ENLARGED WALL 10" 3 #4 LONGITUDINAL BARS IN WALL FOOTING 4 TRANSVERSE BARS @ 18" O.C. 24' SECTI❑N PRECISION PRECAST BUILDING DETAIL 3 FOUNDATION FOR COLUMNS B1 & B10 06/17/2023 7'- /1-18' WIDE FOOTING FOR SIDEWALL PLAN VIEW #4 X -TIE BARS ILMNS 10. RUN BARS AROUND ANCHOR BOLTS. PLACE IN SLAB AND PROVIDE MINIMUM OF 3' CONCRETE BETWEEN BARS & SOIL. CONTINUOUS SIDEWALL r e 21' FOUR I' DIA, ANCHOR BOLTS � I i � I I I i I GRADE---\ 8 #6 VERTICAL BARS, EXTEND�j INTO FOOTING AS SHOWN 1 I #3 TIE, TYP. 8 PLACES EQUALLY SPACED IN PIER IN AREA OF ANCHOR BOLTS i i 7'-6' SQ. 2 #4 BARS X -TIE BARS FROM SIDE TO SIDE AROUND COLUMN ANCHOR BOLTS. PROVIDE MIN. OF 3' CONRETE BETWEEN BARS & SOIL. LOOR SLAB 24' 18' 8 #6 BARS EACH DIRECTION EVENLY SPACED AS SHOWN PRECISI❑N PRECAST BUILDING DETAIL 4 FOUNDATI❑N FOR COLUMNS Cl & C6 THRU C10 06/19/2023 PLAN .si 4+ 1J1H, ANCH❑R B❑LTS 12" —19,5" —I 10'-0" GRADE FL 24' 16" t ISM W"llam /2" ■M PRECISION PRECAST BUILDING DETAIL 5 FOUNDATION FOR COLUMNS D2 & D5 06/17/2023 ❑R 10 FT, CAL SECTI❑N. 10'-0" GRADE 7 FOR 10 FT. YPICAL SECTI❑N, 3/4° DIA, ANCHOR BOLTS 22" -19,5" -I 4 #4 VERT. BARS IN ENLARGED WALL, EXTEND INT❑ FOOTING AS SHOWN, #3 TIE BARS. FOUR IN AREA ❑F ANCHOR BOLTS; THEN @ 10" ❑,C. BELOW FOR FULL HEIGHT OF WALL, FLOOR SLAB 16" Ams SECTION PRECISION PRECAST BUILDING DETAIL 6 F-OUNBATI❑N FOR COLUMNS E2 & E5 06/17/2023 10'-0" L—SHAPED #4 D FOOTING @ 12" INT❑ WALL AND INT❑ FO❑TING, LONGITUDINAL EVELY SPACE SECTI❑N SIDE OF WALL WHERE GRAVEL WILL BE PLACED & PUSHED. PRECISI❑N PRECAST BUILDING DETAIL 7 10 FT, PUSHWALL TYPICAL SECTI❑N 06/17/2023 S SPACED TARS SPACED aCH FACE OF DOWELS INT❑ ❑.C- 40" LEG ID 36" LEG i TRANSVERSE BARS 'ACED @ 9.5' ❑.C.