Loading...
HomeMy WebLinkAboutCONCRETE ENGINEERING - 22-00211 - 887 Jet Stream Dr Suite 101 & 102 - Justin Packard GymFOUNDATION DESIGN FOR JUSTIN PACKARD 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. X3388, dated 11/10/2021. 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 ps£ S. 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 DOCUMENTS Detail Page Foundation Plan 1 Detail 1—Corner Column. Foundation for Framelines 1 & 6 2 Detail 2 —Interior Column. Foundation for Framelines 1 & 6 3 Detail 3 — Foundation for Columns A2 & A3 4 Detail 4 —Foundation for Columns A4 & A5 5 Detail 5 — Foundation for Columns E2 thru E5 6 Detail 6 - Foundation for Columns 133, C3 & D3 7 0 0 ■ 8 @ 8 e PLAN VIEW T_V 1 #4 BARS @ 18' D.C. IN WALL.. L---------- 4'-0" SQ. SECIILIN ENDWALL FO❑TING REINFORCEMENT: 44 BARS @ 18" ❑,C, TRANSVLRSL 3 #4 BARS LONGITUDINALLY EQ, SPACED. PLACE REINFORCEMENT IN CENTER OF 10' THICK FOOTING. TYPICAL ENDWALL & SIDEWALL REINFORCEMENT: #4 VERT. BARS 18' D.C. AND 4 #4 HORIZ. BARS CONTINUOUS EVENLY SPACED IN WALL SIDEWALL FOOTING REINF❑RCEMLNT; #4 BARS @ 18' ❑.C, TRANSVERSE; 2 44 BARS LONGITUDINALLY EVENLY SPACED. PLACE REINFORCEMENT IN CENTER OF 10' THICK FOOTING. SIDEWALL /4° DIA, ANCHOR BOLTS �— 19,5' 6 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN AT 10' SPACING 4 #4 BARS. EXTEND INTO FOOTING AS SHOWN. 4 #4 BARS. CONTINUOUS IN WALL, -------------- 5 #4 BARS EACH WAY IN ENLARGED FOOTING JUSTIN PACKARD BUILDING DETAIL 1 CORNER COLUMN E❑UNDATIUN FOR FRAMELINES 1 & 6 11/20/2021 I I I I I I I I I I I �4d I �T I o o IT I o 0 1 8 I PLAN VIEW T_V 1 #4 BARS @ 18' D.C. IN WALL.. L---------- 4'-0" SQ. SECIILIN ENDWALL FO❑TING REINFORCEMENT: 44 BARS @ 18" ❑,C, TRANSVLRSL 3 #4 BARS LONGITUDINALLY EQ, SPACED. PLACE REINFORCEMENT IN CENTER OF 10' THICK FOOTING. TYPICAL ENDWALL & SIDEWALL REINFORCEMENT: #4 VERT. BARS 18' D.C. AND 4 #4 HORIZ. BARS CONTINUOUS EVENLY SPACED IN WALL SIDEWALL FOOTING REINF❑RCEMLNT; #4 BARS @ 18' ❑.C, TRANSVERSE; 2 44 BARS LONGITUDINALLY EVENLY SPACED. PLACE REINFORCEMENT IN CENTER OF 10' THICK FOOTING. SIDEWALL /4° DIA, ANCHOR BOLTS �— 19,5' 6 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN AT 10' SPACING 4 #4 BARS. EXTEND INTO FOOTING AS SHOWN. 4 #4 BARS. CONTINUOUS IN WALL, -------------- 5 #4 BARS EACH WAY IN ENLARGED FOOTING JUSTIN PACKARD BUILDING DETAIL 1 CORNER COLUMN E❑UNDATIUN FOR FRAMELINES 1 & 6 11/20/2021 4' - PLAN VIEW HAIRPIN BAR. EXTEND V. OF 5' INTO SLAB. 3/4 DIA. ANCHOR BOLTS -�I- I/2" I�BC#3STIESj 4 IN AREA OF THEN P R 10- SPACA ANCHOR GRADE -� 3'-0` /�L 11 ---\#4 VERT. BARS IS' LIC. #4 HAIRPIN BAR INTI] SLAB; PROVIDE MIN, OF 3' CONCRETE BETWEEN BARS AND SOIL. 4 #4 VERT. BARS IN CORNERS OF ENLARGED WALL 4 #4 HORIZ. BARS CONTINUOUS IN WALL I I I2• -4 -©• 5 #4 BARS EACH WAY EVENLY SPACED IN SECTION ENLARGED FOOTING JUSTIN PACKARD BUILDING DETAIL 2 INTERIOR COLUMN FOUNDATION EOR ERAMELINES 1 & 6 11/29/202} 5'-6° S0, ' I I I I I I I I 18" WIDE SIDEWALL EE❑TIN5 PLAN ,VIEW SIDEWALL 8° 14" GRADE r - I I �I I I I I I I 4 #6 VERTICAL BARS, EXTEND INTO FOOTING AS SHOWN 5'-6" SQ. S[CTION F FUR I" DIA. ANCHOR BOLTS, 5 #3 TIES EVENLY SPACED 4 #4 X -TIE BARS 4 #5 X -TIE BARS FROM SIDE TO SIDE AROUND ANCHLIR BOLTS, PR❑VIDE 3" MIN, OE CONCRETE BETWEEN BARS & S❑IL. JUSTIN PACKARD BUDDING DETAIL 3 F❑UN AT N F❑R CELUMNS A2 & A 11120/2021 24" 14" S #4 BARS EACH WAY EVENLY SPACED 7'-t PLAN VIEW AND SOIL, 8"T-14" GRADE I I FN I I I I r 10 #6 VERT. BARS, I SEE PLAN VIEW. I I I 7'-6' SCS. ERTICAL BARS, EXTEND ]OTING AS SHOWN IN !. 95 X -TIE BARS LRTICAL BARS, EXTEND I❑TING AS SHOWN IN 1, NG ANCHOR BOLTS NS. PROVIDE UUM- c i t BETWEEN BARS TWO 3/4' DIA, & FOUR 1' DIA, ANCHOR BOLTS. SEE BEHLLN ANCHOR BOLT PLAN, r3/4' 19.5" 10 #3 TIES, PLACED AS SHOWN; SEE PLAN VIEW 4 CONTINUOUS #5 X --TIE BARS FROM SIDE-TO-SIDE AROUND ANCHOR BOLTS, PROVIDE MIN. OF 3' CONCRETE BETWEEN BARS & S❑IL, J STN PACKARD BUILDING DETAIL 4 FJUNDATI❑N FOR COLUMNS A4 & A5 11/20/2021 2'-C' 12" 8 #6 BARS EACH WAY EVENLY SPACED 7'-0' SQ, PLAN VIEW STDEWALLU. t I4' GRADE � I I I I I I I I I I I 4 #6 VERTICAL BARS, EXTEND INTO FOOTING AS SHOWN 7'-0° SQ. iv W lUL J1LL W TILL I UU 111VLJ POUR 1" DIA. ANCHOR BOLTS, 24- #3 TIES EVENLY SPACED #S X -TIE BARS FOR COLUMNS `4D ANCHOR BOLTS ETE BETWEEN 4 #5 X -TIE BARS FROM SIDE TO SIDE AROUND ANCHOR BOLTS, PR❑VIDE 3" MIN. OF CONCRETE BETWEEN BARS & SOIL. 24" 14' 8 #5 BARS EACH WAY EVENLY SPACED JUSTIN PACKARD BUILDING DETAIL 5 LEUNDATI❑N FOR COLUMNS E2 THRU E5 11/2012021 L,— o� Q. lo„ . 0 0 PLAN VIEW `� /n T)TA " 'GH❑R B❑LTS 2'T0" �Q� SECTION JUSTIN PACKARD BUILDING DETAIL 6 S VERTICAL BARS 4 BARS EACH WAY SPACED L= EJNDATION FOR COLUMNS 33, ._C3 & D3 11/20/2021