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HomeMy WebLinkAboutSITE PLANS - 22-00207 - 2970 S Hwy 191 - Robison-Thompson ShopFOUNDATION DESIGN FOR ROBISON -- THOMPSON SHOP 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. X3316, dated 09/09/2021. 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 DOCUMENTS Detail -_ Page Foundation Plan 1 Detail 1 —Foundation for Corner Columns on Frameline 1 2 Detail 2 — Foundation for Corner Column D5 3 Detail 3 — Foundation for Corner Column A5 4 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 0 s Z W z ©J W � Q Z Q z<E �z r� co C, wz Z C4 o�W � � U � Q � W w(),j � CY woQ LLJ ('V W W W � v�wr z4- oQ H r� Q Qc zQ 0 wc),j ry va © W W U Q L�-i z� Fz� QD rwJ woQ Q U U W a� W W C-I >-- "Wr w w C!�"0 D z W tL z U Q �J-J U Q � r�J w�Q Q U H W F a W Z GI w W z4� F0 U Q0ZSQ Z M CL © Cu W Z J � � Q © � U w�� o� wry H O Q W r W Q W W 0 z 0 CU 0 m 0 4' ENDWALL 10" 4'--0' SQ. I I I 1 � I I i I I I I PLAN VIEW ENDWALL F❑❑TING REINF❑RCEMENT #4 BARS @ 18' ❑.C. TRANSVERSE; 3 #4 BARS L❑NGITUDINALLY EQ, SPACED, PLACE REINFORCEMENT IN CENTER OF 10' THICK F❑❑TING. 7° TYPICAL ENDWALL & SIDEWALL REINF❑RCEMENT: #4 VERT. BARS 18' ❑.C. AND 5 #4 H❑RIZ. BARS C❑NTINU❑US EVENLY SPACED IN WALL 12° 3/4' DIA ANCHOR BOLTS - -172" �19.5'---� 4' - 0' i 12, L- - - - - - - - - - -- 4'- 4'-0' SQ SIDEWALL FOOTING REINF❑RCEMENT; #4 BARS @ 18' D.C. TRANSVERSE; 2 #4 BARS L❑NGITUDINALLY EVENLY SPACED PLACE REINF❑RCEMENT IN CENTER OF 10' THICK F❑❑TING. ALL 7 #3 TIES; 4 IN AREA OF ANCHOR BELTS THEN AT 10' SPACING 4 44 BARS. EXTEND INT❑ F❑❑TING AS SHOWN, -------------- 5 #4 BARS EACH WAY IN ENLARGED FD❑TING ROBISON - TH❑MPSON BUILDING DETAIL I FOUNDATION FOR CORNER COLUMNS ON ERAMELI_NE I 09/10/2021 4'-0" SO e" ENDWALL 11' -1 r II--[TYP. ENDWALL F007ING REINFORCEMENT: 1 I 3 #4 LONGITUDINAL BARS & #4 TRANSVERSE BARS @ 18' O.C. TYP. SIDEWALL FOOTING REINFORCEMENTt 2 #4 LONGITUDINAL BARS & #4 TRANSVERSE BARS @ 18' O.C. 2 #4 X-TIE BARS TO PIER I ,---SIDEWALL, �� FOR COLUMN A4. 3/4 DIA, ANCHOR BOLTS --��1/2" rLO"n 18' #4 VERT. BARS 18' O.C. 2 #4 X-TIE BARS TO PIER FOR COLUMN A4. PROVIDE MIN. OF 3' 7 #3 TIESt 4 IN AREA OF ANCHOR BOLTS CONCRETE BETWEEN BARS & SOIL. THEN 3 @ 10" SPACING SLAB GRADE—: 5 #4 HORIZ. BARS CONTINUOUS IN WALL OF#ENLA GEDBARS WALLN CORNERS I I _---------- 4'-0' SO 5 44 BARS EACH WAY KETIOU EVENLY SPACED R.❑BISON - TH❑MPS❑N SHOP BUDDING DETAIL 2 FOUNDATION .FD.R .C. RNER COLUMN D5 09/10/2021 ;MllL I I I I I I I I I I I GRADE I I I I I I 1 } t 4 #6 VERTICAL BARS, EXTEND INTO FORTING AS SHOWN 4'-2" SQ, 18" WIDE SIDEWALL LUUTING, TYP. REINF❑RCEMENT: 2 44 BARS L❑NCITUDINALLY, AND #4 BARS @ 18 ❑,C. TRANSVERSE. 24" WIDE ENDWALL F1711TING. 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. DETAIL FOUNDAIJEN FOR CORNER 09/10/2021 24" 12' i #4 BARS EACH WAY VENLY SPACED 4'- 4'-0' )' so, 4' 0 0 lo• E GRADE PLAH VIEW �#4 HAIRPIN BAR, EXTEND 5' IiJTO SLAB, VDWAL L 3/4 MA. ANCHOR BOLTS 7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS, THEN 3 P 10' SPACING HAIRPIN BAR INTO SLAB ------------ 4 VERT, BARS 18' D.C. 5 #4 HORIZ. BARS CONTINUOUS -T IN WALL 4 #4 VERT. BARS IN CORNERS OF ENLARGFU WALL L---------- I S #4 BARS EACH WAY VENLY SPACED IN SECTION ENLARGED FOOTING R❑BIS❑N - TN❑MPS❑N SHOP ..,EUILDING DETAIL 4 FOUNDATION FOR INTERIOR COLUMNS DNL-ERAMELINES 09/10/2021 4 #6 VERTICAL BARS. EXTEND -� INTO FOOTING AS SHOWN I I 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, PR❑VIDE MIN. OF 3" CONCRETE BETWEEN BARS & S❑IL. I I 2 #5 X-TIE BARS E: I 18" WIDE SIDEWALL FOOTING I TYP. REINFORCEMENTt 2 #4 BARS LONGITUDINALLY, AND #4 BARS @ 18".0,C. TRANSVERSE, PLAN VIEW ,--- SIDEWALL 5'-0" SQ. FOUR 3/4" DIA, ANCHOR BOLTS, �f --1/2' 6 #3 TIES EVENLY SPACED IN PIER. 2 #5 X-TIE BARS AROUND ❑PP©SITE COLUMN ANCHOR BOLTS; PROVIDE MIN, OF 3" CONCRETE BETWEEN BARS AND SOIL, 24" 12" #4 BARS EACH WAY VENLY SPACED R❑BIS❑N - TH❑MPS❑N SHUP BUILDING DETAIL 5 P❑UNDATI❑N FOR COLUMNS Ar , D2. D3 & D4 09/10/2021 5'- 18' WIDE CONTINU❑US WAL ZTICAL BARS, EXTEND TING AS SH❑WN IN -TIE BARS #6 VERTICAL BARS, EXTEND qT❑ FO❑TING AS SHOWN IN ECTI❑N VIEW. :EN P❑RTAL FRAME C❑LUMNS ]VIDE MINIMUM ❑F 3' S❑IL & BARS PLAN VIEW SIX 3/4' DIA. X 18' ANCH❑R B❑LTS SEE BEHLEN ANCHOR 37LT PLAN, r-�-f E 12 #3 TIES; 6 F❑R EACH C❑LUMN ❑N PIER. 3 j SEE PLAN VIEW. SPACF EVENLY ❑VER I HEIGHT ❑F PIER. I I I TW❑ #5 X-TIE BARS FR❑M SIDE-T❑--SIDE GRADE i AROUND ANCH❑R B❑LTS. PR❑VIDE MIN. OF i 3" CONCRETE BLTWEEN BARS & SOIL. I E 30 #6 VERTICAL BARS; EXTEND INT❑ 3' MIN, CL. F❑OTING AS SH❑WN. SEE PLAN VIEW, I 24' 12' -6 #4 BARS EACH WAY; 5'-6' SR. EVENLY SPACED. R❑BISON - TH❑MPSON SHOP BUILDING DETAIL 6 P❑UNDATI❑N P❑R C❑LUMNS A3 AND A4 09/10/2021