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HomeMy WebLinkAboutCONCRETE ENGINEERING - 21-00511 - Iron Horse RV DealershipREVISED FOUNDATION DESIGN FOR IRON HORSE RV 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. X3071, dated 0511212021. 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 = 3000 psf. 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 I Detail 1 — Corner Column Foundation for Frameline 1 2 Detail 2 — Interior Column Foundation for Frameline 1 3 Detail 3 — Corner Column Foundation for Frameline 8 4 Detail 4 — Interior Column Foundation for Frameline 8 5 Detail 5 Exterior Column Foundation for Framelines 2 Thru 7 Except Columns 12, I3, I5 & 16 0 Detail 6 — Foundation for Columns 12,13, 15 & 16 7 Detail 7 — Interior Column Foundation for Framelines 2 Thru 7 0 0 N 0 O O 0 CU CU N 7 \ Ln CD Q Li Li OL OL �C6cl� Ld W U Z J Z¢ O W Z W U © Z ¢ W U J W hA W Q ZtY J CY h ❑ ¢ n��} L� ¢ � J LI r L� ¢ u Z CKF L� Z � Z I- M W p Q � p Q Z W O Q p ZFa LLJ W Y W J�o23Q Ld W ❑ Y J U F— Ej � n�NOD O_ C6 ry(4r- -1 W Wn' Z H H X J 0_ WWV1>- g Z t- �¢7- ❑ EY J ❑ (yU 71W ❑ z❑U LJ �- X Q�- 7z V) Z U W W Z U Q Z WJ 0z ¢ �z� d �- ❑ z U F-- a - Q ❑ W J O N 1,D q Z Q Z pCdU ❑ D W W W <L ❑ W v1 -- � r+Z Z JD- �Z- F E. U W W Z LJ¢ O J ntz Lj J []C L� VJ � �- U Z W L toef u L� H Q U J W 04f L� Vy W ¢ - Q �1 W' U WQ � J Li 1: W © Q� W W rL�J Qza- W Q Z W O>- Cq:K F7J QO CU Vilt� Q J Q W Ld q 9--4 Z W n W ❑ � CU CU N 7 \ Ln CD Q Li Li OL OL 8" 3-'G' SQ, 44 VERT. BARS 18" ❑,C, 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN 3 @ 10' SPACING GRADE 5 #4 HORIZ- BARS CONTINUOUS IN WALL 2 #4 VERT, BARS IN CORNERS OF ENLARGED WALL 4 44 BARS EACH WAY EVENLY SPACED 8'-r8" 8" i� - FNEWALL TYP. ENDWALL FOOTING REINFORCEMENT; 3 #4 LONGITUDINAL BARS & #4 TRANSVERSE BARS @ 18' D.C. TYP. SIDEWALL E❑❑TING REINFORCEMENT; 2 #4 LONGITUDINAL BARS & #4 TRANSVERSE BARS 2 18' D.C. SIDEWALL PLAN VIEW 3/4 DTA, ANCHOR BOLTS 1D" SECTILIN SLAB 4'-0" i 12' IR❑N HORSE RV BUIL DING DETAIL 1 CORNER COLUMN FTADATI❑N FOR ERAMEL-INE 1 05/13/2021 4'- PLAN VIEW 4'-0" 1E° I;" HAIRPIN BAR, EXTEND V. OF 5' INT❑ SLAB. 3/4 DIA. ANCHOR BOLTS -��- 1/2" �--19.5° 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, THEN 3 @ 10' SPACING #4 HAIRPIN BAR INTO SLAB ------------ #4 VERT. BARS 18' O.C. 5 #4 HORIZ. BARS CONTINUOUS �IN WALL 4 #4 VERT, BARS IN CORNERS OF ENLARGED WALL 1 4'-0' 5 #4 BARS EACH WAY EVENLY IN SECTION ENLARGED PFOOING IR❑N HORSE RV BUILDING DETAIL 2 INTERIOR COLUMN EDUNDATION FOR ERAMELZNE_1_ 05/13/2021 ENDWALL TYP. ENDWALL FOOTING REINFORCEMENT: 3 #4 LONGITUDINAL BARS & 44 TRANSVERSE 8' BARS @ 18' O,C, 3'-G" SQ 3 #4 H❑RIZ. BARS CONTINUOUS IN WALL GRADE #4 VERT, BARS 18' O,C, S #3 TIES; 4 IN AREA OF ANCHOR BOLTS - THEN 1 @ 14' SPACING 2 44 VERT. BARS IN CORNERS OF ENLARGED WALL 4 #4 BARS EACH WA EVENLY SPACED 2' E00 7 12' 0 0 PLAN VIEW 3'-6' SQ. - SECTION TYP. SIDEWALL FOOTING REINFORCEMENT: -2 #4 LONGITUDINAL BARS & #4 TRANSVERSE BARS @ 18' CLC, SIDEWALL, - 3/4 DIA. ANCHOR BOLTS --��Ii2' 19,5° -- SLAB 2'-6' 12' IRON HORSE RV BUILDING DETAIL 3 LUMN H❑UNDATI❑N E❑R ER 05/13/2021 1 E3' 31 -- PLAN VIEW HAIRPIN BAR, EXTEND 4. O� 5' TNTC} SLAB. 3/4 DIA. ANCHOR BOLTS v2� 5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, THEN I P 10' SPACING GRADEn all 11 #4 HAIRPIN BAR INTO SLAB #4 VERT. BARS 18' D.C. 3 #4 HORIZ. BARS CONTINUOUS �IN WALL 4 444 VERT. BARS IN CORNERS OF ENLARGED WALL ]2' L` — J 4 44 BARS EACH WAY EVENLY SPACED IN SECTION ENLARGED FOOTING IR❑N NURSE RV BUILDING DETAIL 4 INTERIOR COLUMN EOUNDATI❑N E❑R FRAME.LINE 8 REVISED 05/27/2021 4'--6" SQ, I I i I I I I I I i PLAN VIEW SIDEWALL 8" 14" I � I I I I I I I I GRADE I I � I I I I { 1 I I I 4 #6 VERTICAL BARS. EXTEND INT❑ F❑❑TING AS SHOWN S BETWEEN PIERS FOR 6 AND A6 & A7, EXTEND BOLTS. PR❑VIDE MIN, OF TWEEN BARS & S❑IL, HAIRPIN BAR, EXTEND MIN. 6 FT, INTO SLAB, 18" WIDE SIDEWALL F❑❑TING F❑UR 3/4" DIA, X 19.5' - 18" ANCHOR BOLTS, 5 #3 TIES; 4 IN AREA ❑E ANCHOR BOLTS AND FINE 10" ❑,C, #5 HAIRPIN BAR INTO SLAB, PR❑VIDE MIN. OF 3" C❑NCRLTE BETWEEN BARS & SOIL. 24' 12" 6 #4 BARS EACH WAY EQUALLY SPACED SECTI❑N IR❑N HORSE RV BUILDING DETAIL 5 EXTERIOR COLUMN FlUNDATIUN FOR FRAM LINES 2 THRU 7 EXCEPT COLUMNS 12, 13, I5 & I6 05/13/2021 7'- 18" WI WALL 4 #6 VERTICAL BARS, EXTEND TNT[] F❑❑TING AS SHOWN IN SECTI❑N. #5 HAIRPIN BAR, EXTEND INT❑ SLAB MIN. ❑F 6 FT. 3 #6 VERTICAL BARS, EXTEND [NT❑ FOOTING AS SHOWN IN RECTI❑N VIEW. -EN WIND BENT COLUMNS (VIDE MINIMUM OF 3' SOIL & BARS 12" 7'-0' SQ. 8 #5 BARS EACH WAY SPACED AS SHOWN IRON HORSE RV BUILDING DETAIL 6 E❑UNDATI❑N FDR COLUMNS I2, I3,, I5 & I6 05/13/2021 EIGHT 3/4" DIA. ANCH❑R BOLTS SEE BEHLEN ANCHOR BOLT PLAN. 19.5"1 r j 10 #3 TIES; 5 FUR EACH COLUMN ❑N PIER. SEE PLAN VIEW. B IN AREA HE ANCHOR BOLTS, THEN 2 AT 10' ❑.C. #5 HAIRPIN BAR INT❑ SLAB, PR❑VIDE GRADE MIN, OF 3' CONCRETE BETWEEN BARS E AND SOIL. i i -3"M i I N. CL. i 24" 1 12" 7'-0' SQ. 8 #5 BARS EACH WAY SPACED AS SHOWN IRON HORSE RV BUILDING DETAIL 6 E❑UNDATI❑N FDR COLUMNS I2, I3,, I5 & I6 05/13/2021 PLAN VIEW CfII ID 01 AH AKIF-LI ID Dill TC JLI-, 1 iLIIN IR❑N HORSE RV BUILDING DETAIL 7 INTERI❑R COLUMN F❑UNDATI❑N FUR FRAMELINES 2 THRU 7 05/13/2021 RIM -MV D p a o i PLAN VIEW CfII ID 01 AH AKIF-LI ID Dill TC JLI-, 1 iLIIN IR❑N HORSE RV BUILDING DETAIL 7 INTERI❑R COLUMN F❑UNDATI❑N FUR FRAMELINES 2 THRU 7 05/13/2021 RIM -MV