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HomeMy WebLinkAboutFOUNDATION DESIGN - 21-00183 - 2989 W 4700 S - County Storage BuildingFOUNDATION DESIGN FOR TRENT CICHOS BUILDING REXBURG, IDAHO For SteelVision Construction NOTES: 1. Foundation configuration provided by Trevor Haslem of SteelVision Construction. 2. Foundation loads from Behlen Drawings, Sheet 3, Job No. X2860, dated 2/09/2021. 3. Exact anchor bolt locations shall be as shown on Behlen Drawings. 4. Concrete 28 -day strength shall be 3000 psi minimum. Slump shall be 3-4.5 in. 5. Reinforcement bars shall be ASTM A615 with Fy = 60,000 psi. 6. Concrete construction per ACI -318. 7. Allowable soil bearing pressure = 2000 psf. 8. 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. 9. 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 DETAILS Detail Page Foundation Plan 1 Detail 1 - Comer Column Foundation for Framelines 1 & 8 2 Detail 2 — Interior Column Foundation for Framelines 1 & 8 3 Detail 3 --- Foundation for Columns A2, A3 & A7 4 Detail 4 — Foundation for Columns D2, D3 & D7 5 Detail 5 — Foundation for Columns A4 & A5 6 Detail 6 — Foundation for Columns D4 & D5 7 Page I of 2 Detail 7 — Foundation for Exterior Columns on Frameline 6 S Detail S --- Foundation for Interior Columns on Frameline 6 9 Detail 9 — Foundation for Vestibule Columns Page 2 of 2 10 0 U� W �z W " J n/W n2: U Q W r-1 W U © Q J � � � J W Q Q Q Q n Z r -i W [I- w Q m 0 I Q zz n� � J Cy Cl EDUW J U 0 ,_! 0.1 n r iLl � � J W Ca > U Li0'r LJ C7 �- V7 i, H 4'-0" SQ. 4' ENDWALL EN➢WALL FOOTING REINF❑RCEMENT: I 4 BARS 2 18' ❑,C. TRANSVERSE; #4 BARS LONGITUDINALLY EQ, SPACED, PLACE REINF'CRCEMENT IN CENTER OF 10' THICK FU❑TING. PLAN VIEW TYPICAL ENDWALL & SIDEWALL REINFORCEMENT: #4 VERT. BARS 18' O.C. AND S #4 H❑RIZ. BARS CONTINU❑US EVENLY SPACED IN WALL SIDEWALL F❑❑TING REINF❑RCFMENT; 44 BARS R 18' O.C. TRANSVERSE; R #4 BARS LONGITUDINALLY EVENLY SPACED. PLACE REINF❑RCEMENT IN CENTER OF — 10" THICK F❑❑TING. SIDEWALL I2" 3/4' DIA. ANCHQR BULTS --15 S" L -----------I 4'-0' SQ SECTION 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN AT 10' SPACING 4 #4 BARS. EXTEND INTO F❑❑TING AS SHOWN, -------------- 5 #4 BARS EACH WAY IN ENLARGED FOOTING TRENT CICUOS BUILDINE DETAIL I CORNER COLUMN E❑UNDATIDN FOR FRAMELIN S 1 & 8 2/12/2021 I I I I I I f I i I I I -1T I a o I " I ° ° I I PLAN VIEW TYPICAL ENDWALL & SIDEWALL REINFORCEMENT: #4 VERT. BARS 18' O.C. AND S #4 H❑RIZ. BARS CONTINU❑US EVENLY SPACED IN WALL SIDEWALL F❑❑TING REINF❑RCFMENT; 44 BARS R 18' O.C. TRANSVERSE; R #4 BARS LONGITUDINALLY EVENLY SPACED. PLACE REINF❑RCEMENT IN CENTER OF — 10" THICK F❑❑TING. SIDEWALL I2" 3/4' DIA. ANCHQR BULTS --15 S" L -----------I 4'-0' SQ SECTION 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN AT 10' SPACING 4 #4 BARS. EXTEND INTO F❑❑TING AS SHOWN, -------------- 5 #4 BARS EACH WAY IN ENLARGED FOOTING TRENT CICUOS BUILDINE DETAIL I CORNER COLUMN E❑UNDATIDN FOR FRAMELIN S 1 & 8 2/12/2021 4'-0' SR. GRADE PLAN ViLW HAIRPIN BAR. EXTEND INT❑ SLAB. I2' 3/4 DFA, ANCHOR BOLTS ---iE--l�z• 19.5"-I 7 43 TIES, 4 IN AREA OF ANCHOR BOLTS, THEN 3 @ 10' SPACING HAIRPIN BAR INTO SLAB 4-0' -------- 4 VERT. BARS 18' O.C. 5 #4 HORIZ. BARS CONTINUOUS IN WALL 4 #4 VERT. BARS IN CORNERS OF ENLARGED WALL I I 12" L -------------A `�5 #4 BARS EACH WAY EVENLY SPACED IN SECTION ENLARGED FOOTING TRENT C,ICH❑S BUI_LDINU DETAIL. 2 INTERIOR CULUMN FOUNDATION F R FRAM NES 1& 6 02/12/2021 5'-0' SQ, PLAN VIEW 4 #6 VERTICAL BARS, EXTEND INTO FOOTING AS SHOWN 5'-0` SQ, SIDEWALL #5 X -TIE BARS FOUR 3/4" DIA. ANCHOR BOLTS, --- 5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, AND I AT 10° D.C. 2 #5 X -TIE BARS AROUND ❑PP❑SITE COLUMN ANCHOR BOLTS; PR❑VIDE MIN, OF 3" CONCRETE BETWEEN BARS AND SOIL, 24° 12" 7 #4 BARS EACH WAY SPACED AS SHOWN TRENT CICH❑S BUILDING DETA.IL__3 FOUNDATION F❑R COLUMNS A2, A3 &�A7 2/12/2021 7'-0' SQ. 4 PIERS FOR AROUND IN. OF 3' & S❑IL. #5 X -TIE BARS I8" WIDE SIDEWALL FII❑TING. TYP. REINFORCEMENT: 2 #4 BARS LONGITUDINALLY, AND #4 BARS J1� @ 1B'.O.C. TRANSVERSE. PLAN VIEW 4 #6 VERTICAL BARS, EXTEND INT❑ FOOTING AS SHAWN 7'-0" SQ. SIDEWALL FOUR 3/4' DIA. ANCHOR BOLTS, -19.5" ---I 5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, AND 1 AT 10" O,C. 2 #5 X -TIE BARS AROUND OPPOSITE COLUMN ANCHOR BOLTS; PROVIDE MIN. OF 3' CONCRETE BETWEEN BARS AND SOIL. '-L-8 8 #5 BARS EACH WAY SECTION EVENLY SPACED TRENT CICHOS DETAIL 4 EOUNDATION FOR N 7 6'- J PIERS F❑R AR❑UND IN. ❑F 3' & SOIL. #4 X -TIE BARS i I 18" WIDE SIDEWALL FO❑TING. I r TYP, REINFORCEMENT: 2 #4 BARS LONGITUDINALLY, AND #4 BARS J� @ 18',11,C. TRANSVERSE. PLAN VIEW 4 #6 VERTICAL BARS, EXTEND INTI F❑❑TING AS SHOWN I I 6'-0' SQ. SIDEWALL FOUR 3/4" DIA. ANCHOR BOLTS. -- ---v2• --19.5' 4 5 #3 TIES; 4 IN AREA OF ANCH❑R B❑LTS, AND I AT 10° ❑.C. 2 #4 X -TIL BARS AR❑UND OPPOSITE C❑LUMN ANCH❑R B❑LTS; PR❑VIDE MIN, OL 3' C❑NCRETE BETWEEN BARS AND SOIL. TRENT CICH❑S UTNS, DETAIL 5 FOUNDATION ELR COLUMNSA4 & A 2/I2/2021 24' 18" 7 #4 BARS EACH WAY EVENLY SPACED 18° WIDE SIDE-WALL F❑❑TINO TYP. iRFTNFFIRi'FMFNT: P #4 BARS #4 BARS VERIFY L❑CATI❑N. 4 #6 VERTI AL BARS. EXTEND INTO FOOTIN6 AS SHOWN 4'-6° SQ. #4 X -TIE BARS SIDEWALL - FOUR 3/4" DIA. ANCHOR BOLTS. 5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, AND 1 AT 10" O.C. 2 #4 X -TIE BARS AROUND OPPOSITE COLUMN -ANCHOR BOLTS; PROVIDE MIN, OF 3" CONCRETE BFTWEEN BARS AND SOIL, " 5 #4 BARS EACH WAY SECT EVENLY SPACED TRENT CICHUS BUILDING ]DETAIL 6 FOUNDATI❑N FOR. CIJLUMNS D4 & 135 2/12/2021 4'-0" SCS, #4 X --TIE BARS I I ! I ! I ! I 18" WIDE SIDEWALL FO❑TING. TYP. REINFORCEMENT: 2 #4 BARS LONGITUDINALLY, AND 44 BARS JIB @ 1B'.❑.C. TRANSVERSE. PLAN VIEW 4 #6 VERTICAL BARS, EXTEND INT❑ FOOTING AS SHOWN 4'-0• SQ, SECTION SIDEWALL FOUR 3/4" DIA. ANCHOR BOLTS. 5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, AND 1 AT 10" D.C. 2 #4 X -TIE BARS AROUND OPPOSITE COLUMN ANCHOR B❑LTS; PR❑VIDE MIN. OF 3` CONCRETE BETWEEN BARS AND SOIL. 24" 12• 5 #4 BARS EACH WAY EVENLY SPACED TRENT CICH❑S BUILDING DETAIL 7 F❑UNDATI❑N F❑R EXTERI❑R COLUMNS ❑N FRAMELINE 6 2/12/2021 Fl PLAN VIEW .^ nT^ ^^JCHC)R DUL 1 3 ---- 2'-0" SQ a SECTI❑N TIES #5 VERTICAL BARS #4 BARS EACH WAY v — — SPACED TRENT CICH❑S BUILDING DETAIL 8 FOUNDATION FOR INTERI❑R COLUMNS ON FRAMCLINE 6 2/12/2021 T-01' PLAN VIE1,J I GRADE I I I I I I I I I I f f SECTI❑N VESTIBULE STEMWALL FOOTING 18„ LE STEMWALL F❑❑TING VESTIBULE STEMWALL 3/4' DIA. ANCHOR BOLTS 1915, - ------------ ------------ 1 4 445 VERTICAL BARS. EXTEND 2`-c" / INT❑ FOOTING AS SHOWN i _43 TIE, TYP. 5 PLACES 4 IN AREA OF ANCHOR BOLTS; ONE 10' BELOW TRENT CICH❑S BUILDING DETAIL 9 10" 4 #4 BARS EACH DIRECTI❑N EQUALLY SPACED FOUNDATION FOR VESTIBULE COLUMNS 2/12/2021