36'- 0 X 36'- 0 HORSE BARN

1 36'- 0& quot ; X 36'- 0& quot ; HORSE BARN9'-0& quot ; 1'-6& quot ; 1'-6& quot ;12'-0& quot ;12'-0& quot ;12'-0& quot ;12'-0& quot ;12'-0& quot ;12'-0 & quot ;12'-0& quot ;12'-0& quot ;12'-0& quot ;12'-0& quot ;10'-0& quot ;14'-0& quot ;36' -0& quot ;36'-0& quot ;36'-0& quot ;36'-0& quot ;CONSTRUCTION TO CONFORM WITHDESIGN DOCUMENTS AND ALL CODE FOUNDATIONS DESIGNED FOR ASSUMEDALLOWABLE NET SOIL BEARINGPRESSURE OF 3000 LIVE LOADINGS AS FOLLOWS:- SNOW: 35 PSF PLUS DRIFT- WIND: 120 MPH(EXPOSURE C)- SEISMIC USE GRUP: 1- SITE CLASS: D- SEISMIC FORCE RESIST: WEATHERING: SEVERE3. DEAD LOADS AS FOLLOWS:- WOOD FLOORING:10 PSF- WOOD ROOF/ W. SHINGLES:10 FILL AND BACKFILL IN MAX. 8& quot ; EA. LAYER UNDER FOOTINGS AND SLABSTO DRY DENSITY OF MIN. 95%.DO NOT BUILD ON SOILS LESS THENINDICATED DESIGN STRENGTH5. CONCRETE TO HAVE 28-DAY AS FOLLOWS:- 4000 PSI AT 3000 PSI ALL OTHER LOCATIONSPROVIDE COVERING OF REINF.

2 PER IBC TABLE CORNER BARS TO MATCH ALL 24& quot ; LAP & quot ;6. SLABS ON GRADE TO HAVE CONTROL AREA IS LESS THEN 625 WITHRATIO OF LENGTH-WITH OF AREA LESS THEN ALL STRUCTURAL WOOD TO BE GRADED OR #2 HEM-FIR,UNLESS NOTED OTHERWISE8. STALL PARTITIONS TO BE 1X 8 OAK VERTICALSOLID UP TO 4' 3' POWDEREDSTEEL GRILL TO BE FASTENED ABOVE UNLESSNOTED EXTERIOR WALLS TO BE LINED ONINSIDE 1X8 OAK VERTICAL SOLID UPTO 4' ALL STALLS TO HAVE WHITE PINEBOARD&BATTENSIDINGARCHITECTURALSHING LESRIDGE WHITE PINEBOARD& WHITE PINEBOARD&BATTENSIDINGARCHITECTURALSHING LES