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HomeMy WebLinkAboutREVISED FOUNDATION DESIGN - 22-00207 - 2970 S Hwy 191 - Robison-Thompson ShopFOUNDATION DESIGN FOR ROBISON -- THOMPSON SHOP BUILDING REXBURG, IDAHO For SteelVision Construction NOTES: I . Foundation configuration provided by Trevor Haslem of SteelVision Construction. 2. Foundation loads from Behlen Drawings, Sheet 3, Job No. X3316, dated 09109/2021. 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 bags going below the horizontal bars in the footing. c. The vertical bars meet the ACI code development length requirements. INDEX TO ATTACHED DOCUMENTS Detail _ Paye Foundation Plan I Detail 1 —Foundation for Corner Columns on Frameline 1 2 Detail 2 — Foundation for Corner Column D5 Detail 3 — Foundation for Corner Column A5 3 InW Detail 4 — Foundation for Interior Columns on Framelines 1 & 5 5 Detail 5 — Foundation for Columns A2, D2, D3 & D4 6 Detail 6 — Foundation for Columns A3 and A4 7 O 0 zw z ED J W l J � � Q <E z LL- z CLf W D U L,_ GL t/1 LL- J U d U J CY W � W � 4 z ~ � J LiJ L -j Q (M U U Li l! n W ® >- U W I— z� DQ Q z� 0 L,_ CU D W WU -:I_- Ln Ln J W Fz z� Q� ~-JJ W O Q Q U U W DL CL w©>-- " W !— L/ C-1 W LL - (),j F-1 (),jo U CLQ <C 0 L-- LL Ld Q w w r Cy r' W LLl z� DJ �w Qz z Cy D W 0 7 - hl W W U JQ J Do- -J U d � W C7 fC �CL/U H W CL /W/�/z? YJ H w w z4 E:l <L W U Q obi tC J M CL � Q Q RJ f/) f``_ z J CY d © U LL - "o ' -"o U J Ho d W W Q W W °�� I I .,I , I 1 11 o 0 0 0 LL- IO" 4'-0' SQ, 4'-V 12" GRADE 4' ENDWALL N am"T AJ ENDWALL FO❑TING REINFORCEMENT T#4 BARS @ 18' O,C. TRANSVERSE; 3 #4 BARS LONGITUDINALLY EQ, SPACED, PLACE REINFORCEMENT IN CENTER OF 10' THICK FORTING. 7" TYPICAL ENDWALL & SIDEWALL REINFORCEMENT: #4 VERT. BARS 18' O,C, AND 5 #4 H❑RTZ. BARS CONTINUOUS EVENLY SPACED IN WALL SIDEWALL FOOTING REINFORCEMENT; #4 BARS @ 18' D.C. TRANSVERSE; 2 #4 BARS LONGITUDINALLY EVENLY SPACED, PLACE REINFORCEMENT IN CENTER OF 10' THICK FOOTING. ir-li IDEWALL 12" 3/4' DIA. ANCHOR BOLTS 1/2" 19.5" 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN AT 10' SPACING 4 #4 BARS, EXTEND INTO FOOTING AS SHOWN. ----------- I I L ----------J __------------- 5 44 BARS EACH WAY 4'-0' SQ. IN ENLARGED F©OTING SECTION R BIS❑N - THEMES N BUILDING DETAIL I E❑UNDATI❑N FOR L❑RNER COLUMNS ❑N ERAMELINE 1 09/10/2021 I I I I I I I I I I I i I N am"T AJ ENDWALL FO❑TING REINFORCEMENT T#4 BARS @ 18' O,C. TRANSVERSE; 3 #4 BARS LONGITUDINALLY EQ, SPACED, PLACE REINFORCEMENT IN CENTER OF 10' THICK FORTING. 7" TYPICAL ENDWALL & SIDEWALL REINFORCEMENT: #4 VERT. BARS 18' O,C, AND 5 #4 H❑RTZ. BARS CONTINUOUS EVENLY SPACED IN WALL SIDEWALL FOOTING REINFORCEMENT; #4 BARS @ 18' D.C. TRANSVERSE; 2 #4 BARS LONGITUDINALLY EVENLY SPACED, PLACE REINFORCEMENT IN CENTER OF 10' THICK FOOTING. ir-li IDEWALL 12" 3/4' DIA. ANCHOR BOLTS 1/2" 19.5" 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN AT 10' SPACING 4 #4 BARS, EXTEND INTO FOOTING AS SHOWN. ----------- I I L ----------J __------------- 5 44 BARS EACH WAY 4'-0' SQ. IN ENLARGED F©OTING SECTION R BIS❑N - THEMES N BUILDING DETAIL I E❑UNDATI❑N FOR L❑RNER COLUMNS ❑N ERAMELINE 1 09/10/2021 J- 8" ii 11' TYP. ENDWALL FOOTING REINFORCEMENT; ENDWALL 3 #4 LDNGITUDINAL BARS & #4 TRANSVERSE BARS @ 18' O.C. TYP. SIDEWALL FOOTING REINFORCEMENTt 2 #4 LONGITUDINAL BARS & #4 TRANSVERSE BARS @ 18' O.C. r 2 #4 X -TIE BARS TO PIER 1 /-SIDEWALL \ FOR COLUMN A4. 18' 6' PIAN 'ZIEW 3/4 DIA, ANCHOR BOLTS --I�1/2" r102 " f 19,5'- #4 9.5'- #4 VERT. BARS 18' O.C. 2 #4 X -TIE BARS TO PIER FOR COLUMN A4. PROVIDE MIN. OF 3' 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS CONCRETE BETWEEN BARS & SOIL. THEN 3 R 10' SPACING SLAB GRADE 4. 0• 5 #4 HORIZ. BARS CONTINUOUS IN WALL OF#ENLA GED4 VERT, $ARS WALLN CORNERS I I 12" 1 L ----------J 4'-0' SQ. 5 44 BARS EACH WAY FTI EVENLY SPACED ROBISON - THOMPSON -SHOP BUILDING DETAIL 2 FOUNDATION FOR CORNER C❑LUMND 179/10/2021 4'-2'SQ. 12' Y,1 PLAN VIEW I I I I I I I I I f E GRADE I I I I I I I I I I I 4 #6 VERTICAL BARS. EXTEND - INTO FO❑TING AS SHOWN I I 4'-2' SO. 18' WIDE SIDEWALL F❑fl TING, TYP, REINFORCEMENT: 2 #4 BARS L❑NCITUDINALLY, AND #4 BARS @ 18",❑.C. TRANSVERSE. 24' WIDE ENDWALL F❑❑TING, TYP. REINFORCEMENT: 3 #4 BARS LONGITUDINALLY, AND #4 BARS @ 18',O.C. TRANSVERSE. ENDWALL - FOUR 3/4' DIA. ANCHOR BOLTS. 6 #3 TIES EVENLY SPACED IN PIER. 24" 12' 5 #4 BARS EACH WAY EVENLY SPACED DETAIL 3 FO A - i 1• i i' CORNER COLUMN• 4'—( 4':U' 12' GRADE PLAN VIEW 44 HAIRPIN BAR. EXTEND /��5` INTp SLAB. ENDWALL 12' 3/4 DIA. ANCHOR BOLTS 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, THEN 3 P 10' SPACING HAIRPIN BAR INTO SLAB ------------ 4 VERT. BARS IS" O.C. 5 #4 HORIZ. BARS CONTINUDUS 24°MIN. IN WALL f/ #4 VERT. BARS ENLARGED N CORNERS WALL OF Mljlmjjmm 5 #4 BARS EACH WAY 'EVENLY SPACED IN ENLARGED FOOTING R❑ N - TH❑MPS❑N SHEIP BUILDING DETAIL 4 F❑UNDATI❑N FOR INTERIOR C❑LUMNS ON PRAMELINLS 1 & 09/10/2021 ' SQ. 4` ° °=4T v o GRADE PLAN VIEW 44 HAIRPIN BAR. EXTEND /��5` INTp SLAB. ENDWALL 12' 3/4 DIA. ANCHOR BOLTS 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, THEN 3 P 10' SPACING HAIRPIN BAR INTO SLAB ------------ 4 VERT. BARS IS" O.C. 5 #4 HORIZ. BARS CONTINUDUS 24°MIN. IN WALL f/ #4 VERT. BARS ENLARGED N CORNERS WALL OF Mljlmjjmm 5 #4 BARS EACH WAY 'EVENLY SPACED IN ENLARGED FOOTING R❑ N - TH❑MPS❑N SHEIP BUILDING DETAIL 4 F❑UNDATI❑N FOR INTERIOR C❑LUMNS ON PRAMELINLS 1 & 09/10/2021 4 #6 VERTICAL BARS. EXTEND - INTO FOOTING AS SHOWN I I 5'-0" SQ. 2 #4 X -TIE BARS BETWEEN PIERS FOR COLUMNS D4 & D5. EXTEND AROUND ANCHOR BOLTS IN PIER FOR COLUMN D4, AND VERT, BARS IN WALL FOR COLUMN D5, PROVIDE MIN. OF 3" CONCRETE BETWEEN BARS & SOIL. 2 #S X -TIE BARS 18" WIDE SIDEWALL FOOTING, TYP. REINFORCEMENT: 2 #4 BARS LONGITUDINALLY, AND #4 BARS @ 18"11C. TRANSVERSE, SIDEWALL - FOUR 3/4" DIA, ANCHOR BOLTS, 112• 19.5' 6 #3 TIES EVENLY SPACED IN PIER. 2 45 X -TIE BARS AROUND OPPOSITE COLUMN ANCHOR BOLTS; PROVIDE MIN, OF 3" CONCRETE BETWEEN BARS AND SOIL. 24° 12" 5 #4 BARS EACH WAY EVENLY SPACED R❑BIS❑N - TH❑MPS❑N SHOP BUILDING DETAIL 5 FOUNDATION FOR COLUMNS A2, D2, D3 & D4 09!1012021 5'- 18' WIDE CONTINUOUS WAL RTICAL BARS, EXTEND ❑TING AS SH❑WN IN X -TIE BARS 6 46 VERTICAL. BARS, EXTEND INTO F❑❑TING AS SH❑WN IN SECTION VIEW. WEEN PORTAL FRAME COLUMNS ?❑VIBE MINIMUM OF 3` S❑IL & BARS PLAN VIEW_ SIX 3/4' DIA. X 18' ANCHOR BOLTS SEE BEHLEN ANCHOR BOLT PLAN, r--1 12 #3 TIES; 6 FOR EACH COLUMN ON PIER. SEE PLAN VIEW. SPACE EVENLY OVER I HEIGHT OF PIER. I I I TWO #5 X -TIE BARS FROM SIDE-TO-SIDE GRADE i AROUND ANCHOR BOLTS. PROVIDE MIN, OF i I 3' CONCRETE BETWEEN BARS & S❑IL. 1 f I 10 #6 VERTICAL BARS; EXTEND INT❑ I 3` MIN, CL. F❑❑TING AS SHOWN. SEE PLAN VIEW. I 24' ir& 6 #4 BARS EACH WAY; 5'-6' SQ. EVENLY SPACED. R❑BISON - TH❑MESON SHOP BUILDING ]DETAIL 6 FOUNDATION FOR COLUMNS A3 AND 44 09/10/2021