Loading...
HomeMy WebLinkAboutFOUNDATION DESIGNS - 03-00018 - Moody Canyon Farms - Airplane Hangar (2)NOTES: J. A i. z. REXBURG.IDAHO For SteeiVision Construction Foundation configuration provided byMike Bressler of SteelVisionConstruction. Foundation loads from Behlen Drawings, Sheet 2, Job No. M2795, dated,4/0t/03. Exact anchor bolt locations shall be as shown on Behlen Drawings. concrete 28 day strengthshalr be 2500 psi minimum. slump sharl be 3-4.5 in.Reinforcement barc shall be ASTM A6f5 $,ith F, = 40,000 psi. 5. Concrete construction per ACI-3 lg. 6. Allowable soil bearing pressure = 3000 psf 7 ' Rectangutar piers shown on drawings may be repraced with circular piersformed by sonotubes if the reinforcementis the iame, the concrete area rs eguarto that of the rectangurar pier, and there is suffcient cover for thereinforcement as required bT, ACI_31S. INDEX Column Foundation for Framelin es 2 & 3 Corner Columa Foundation for Frameline 4 Interior Column Foundation for Frameline 4 2 4 5 6 Column Foundation for Rigid F'ru*. utFrur*fl* f 3336q/g/ozki;i w l--\l-\' -\- 18' VITI SIDfVALL FIDTING #5 HAIRPIN MiN, OF 4' BAR; TXTEND INTD SLAB ?4' VIDE INDVALL F[[T]NG PLAN VIEV ./- SIDEVALL _1 lra' FNUR 3/4'DiA X 18' ANCHIRBILTS, 4 #3 TIES, PLACII AS SHIVN #5 HAIRPJN iNT! SLAB 5' SLAB 4 +5 -VERTICAL BARS. EXTENDINTI FIITING AS SHIVN 3 *5 BARS EACH \^/AYSPACID AS SHIWN 4/8/03 PLAN VIf\,/ r /l-t'--t SIDEVALL FOUR 3/4' DIA. 4 #3 TIES, PLACED X 18' ANCHOR BOLTS, AS SHBVN A CINT]NUOUS *6 BARSTO SIDE AREUND ANCHIR 5' SLAI 6' X-BEAM FRDM SIDE BILTS 5 #5 BARS EACH VAYSPACED AS SHOVN 6RADE\ i 4 #6 VERT]CAL BARS, EXTENDINTD FCIOTING AS SHOVN SfCT][N ue/93 I ENTVALL CENTER iN VALL SIIEVALL 3/4 DIA, ANCHER BOLTS 18' IN LENGTH PLAN VIf V 1-1 /7' TYp 3',-0, IIIIT- 10'l__L__-._J #4 E 18, O.C. TRANSVERSE STCTI[N 4/8/03 #4 VERT, BARS 16'4 #4 HORIZ. BARSIN VALL A #4 VERT. TARS iNOF ENLARGEI VALL na CONTiNUOUS CORNERS 3 #4 LONGINTUDINAL BARSIN VALL FOOTING I CENTER IN VALL ,[?ftti^fr^R EXTEND PLAN VIf W 3/4' #3 DIA, X 18' ANCHOR BOLTS TIfs AT 10, n,c, #4 HA]RPIN INTE SLAB DY ENDVALL REINFDRCEMENT Jr o&IoT&r'Soi-.t* c ERNERS 3 #4 LDNGITUDINAL BARSIN VALL FEOTING #4 E 18'O.C. TRANSVERSE.,-,,-_J Sf CT]!N NYIN FAR FIUNDA T] ILJING 4/B/03 INT I!R M! UMN lNr 4