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HomeMy WebLinkAboutFOUNDATION DESIGN - 18-00424 - Christensen Body Shop - New BuildingI � -W 0 0 LfOwl 4 FOUNDATION DFSIG. FOR CIM STENSEN BODY Silop $UILDING REXBURG, IDAHO NOTES,: 5teel�Tision oF.�ns��ct�Foran 1. Foundation configuration provided bY .�hLee concur of SteelVision Constr-ucjlon,2. Faundatiax� lQ�.ds from �e��n �r�.�,��z�gs, ,��ee�s 3 & 4, fob �Tc�..��g;g ,, da 3. Exact anchor bolt locat�vns shadl be as shown cin Behten Drawings, ted �0,25IZ�. 4. concrete 28 -day streng�� s&alI b� 3(��p Psi minimum. Slumpsham be 34.55 . reinforcement bars shall be ASTN� A615 with Fy = 601� 00+� in. 6- Concrete construction per AC1-318. 7. ..Allowable Sol 1 beer ng pressure = 2000 est' 8 . Rectangular Pler- s�ZowQ o d—rawIlIgs may bereplaced with circula.r piers formd b sanotui� b�� if the r�Ifa.rce�n��t �s the same, t�.� �Qncz-e�e aria. �s equal to that of tie y rectangular pier, an.� the�� i� Sufficient rover for the reinforcement as required by ACI -318- 9. The "jab" method of placing anchor bolts or vertical reinf'vrcing bars is acceptable ifthe fonow,��� condit�a�s are met: a. The anchor bolts and vertical bars are placed when the footmR concrete is stilt fluid enough, for it to fill in around the baits and bars when theyare placed and hand vibrated into the correct position as shoun an the Behlen drawinas and the foundation details. b. The vertical bars are locabed, relative to the ho n the foundat- zontal bars in the foatin , as shown on l_����sshow the horizontal bend an the Vertical bars going below the horizontal bars ffi the footing- c. The vertical bars meet the ACI cede developmellt length requirements. INDFX TO ATTACHED DO CLAIENTS -Foundaton Plan DetaH I --Comer Column Foundation for Franie,14'jje;5 1 � i Detail 2 -- Int�riar �alumr� Found�.�zo�� fc��- Framelines I & ? Detail 3 -- Corner Colum J1 Foundatioll Detail 4 — COIUMn G7 Foundation Detail 5 — Exterior Column Foundation for Framelines 2 Thru 5 Detai'J 6--:Endv�all �o�umn Fc�undatian for Paint Booth Extension Detail 7 —Columns L'13' & L4 Foundation Palle 3 4 5 6 7 8 IP 0)(10 olll 1�1 i f.111ce Re. N IC\N'C( BLI011ding. 11 d OF XXB U1 1 G A cl u Li Z CK C-) ilD La J ALJ E i I U--, - (D vj IL r_ 4.1-8 n OR al ., wall qD + ALL 4E �F T J +l p ACED I IDYLL O., AND CONTINUOUS WALL T hi SIDEWALL FTG, REINFORCEMENT: 2 44 LONGITUDINAL B^RS #4 IN ENLARGED FO11T ENG DET- EX EPT EUR COLUMN .,, 1-,25-2018 —-w -x !-- --A 3/4 ACHD 43 TIES; 4 ICo! 10' SPAC114Ci a, PIN BAR, EXTEND Ml N. [I F IRCEME V i ul]u AREA Or ANCHOR POLIS #4 HAIRPIN BAR. PROVID17. M jN, [IF 31 COVER BETWEEN -D SOIL. _,,— #4 VERT. BARS I �r Or ENLARGLE WALL nET AIL,_� MN- # 4 FRAC' EACH WAY I ENLARGED FUOTII i0 -2--m 4}- -,-4— 8 IL--* - r' -j -.j 4�, e 1 eLac�.vzEw_ . F . T -f n N N ❑DY SIII�P L Illl DETAIL 3 UMN J1 F❑ L\jPAT7 �f��. 10-2�-2018 EFOEETr BARS Loll H.Ca 51-0/7 SQ. PLAN F r) I I I-) STENSEN Loss- DETAIL 4 3/411 ANCHOR -1,81,11- - .P--BUILDIKIF, CDI 11MN G7 FF]UNDATi❑N 1 - 2 -J--'-,2 01 e B rl I T S SLAB SPACED AS L WAY S H 0\ N 10' ITJCVALLI-- F-00TINIG r 4 SIDEVALL a E GRADE 46 VERTICA' AR -B S, EXTEND 114TO FBDT[NG AS sl4owu #3 TIE, TVP, 6 PLACES EVENLY SPACED N AREA DF ANCHOR' BOLTS, xT E r,loRl MLuMN F -F-DU R 1-1/4r -DIA, ANCHOR BOLTS 2 4 4 CONTINUOUS #6 RASz -#G X—TIF BARS COLUMN J5 4 CORNER, TO SIDE AROUIND ANCHOR DOLTS. jwR©` IDE MINEE:N , OF 3' DNC RETWBARS 5j SLAR 422 F \2�9 #5 BARS EACH DIRECTION =1 126- EVENLY SPACED AS SHOWN SEN JJ vr s H u p J N llnAr- LTT L Li 10_27— -i NG THRU 6 f T.� 1Q" TI N L- T� /A Ar -mr, BAR. _, FHUR BOLTS .AREA DF J 10A' Ei, . EN ANCHOR T O -SLABj OVID MIN. BE-I'WELN BAR & SUlLp OF T, :S I7 ITIL Fll[j-,IriNG 0 BARS TRANSVERSE CHRISTENSEN❑DY NSP B Ut L D i 5 DE -TAIL 6 ENDWAL COLUMN FJUNDATI❑N F �iR PAIN- L���T; i �XTI�N`�Ti l�,' ! 10-27-2[118 } i 4f - I WIDE SELL. FOU.ING FLA U -V I E�) vi GRADE 4 #6 VERTICAI I�1TO FlILITIN6 6.- BARS, E�T� AS SHOWN x 2 V WT .LI)F- ENDVALL I-LIDTING ARFA OF 24 ANCHOR BOLTS, ANC,Hn-R B11 -1 -TS, 4 #4 BARS: EACH WAY SPACED AS SHOWN DETAIL 7 10-27-2018