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MATCH LINE <br />EXT FACE OF PANEL <br />L0 <br />C9 <br />co <br />T) <br />TYP F <br />DOO <br />1 <br />237'-0 <br />60'-8„ <br />FOUNDATION PLAN - NO <br />3/32" = 1 -0" <br />I e I I <br />30'-211� 30'-21 ' 26'-115„ 28'-4" <br />,E OF PANEL <br />e6 <br />VI I <br />REINFORCING <br />x 1 °-0" <br />(4) #5 EACH WAY AT BOTTOM OF FOOTING <br />x 1'-3" <br />(6) #5 EACH WAY AT BOTTOM OF FOOTING <br />; V-6" ** <br />(6) #6 EACH WAY AT BOTTOM OF FOOTING <br />x T-6" <br />(7) #6 EACH WAY AT BOTTOM OF FOOTING <br />x 1'-6" <br />(8) 96 EACH WAY AT BOTTOM OF FOOTING <br />12500 PSF ALLOWABLE SOIL BEARING PRESSURE. <br />ING IN EACH DIRECTION. <br />=ORCING AT BOTTOM OF FOOTING. <br />AND B, AND GRID 4 AND G THICKEN FOOTING TO 2'-0" THICK TO <br />JD BAND G. <br />ra, <br />Ln <br />V- <br />Vr <br />v, <br />c� <br />U <br />�4 <br />E <br />ca <br />10 <br />® <br />00 <br />�t <br />x <br />U <br />0 <br />r <br />U <br />C. <br />=a <br />a��No <br />41 <br />o"�oo <br />w <br />N <br />HEN <br />�MZOZ[1 <br />m � 2 <br />U <br />W <br />a�z�zO <br />i <br />z <br />CD <br />r� <br />ca <br />00 <br />D <br />05, <br />µ <br />� <br />ICTURAL NOTES. SEE SHEET S0.03 FOR TESTING AND - <br />iEET SO.05 FOR TYPICAL DETAILS. ` <br />�j <br />EERING REPORT FOR ALL FOUNDATION AND SLAB SUPPORT <br />JDES ALL EXCAVATION, FILL AND FILL PLACEMENTS <br />.ANICAL DRAWINGS FOR DRAINS, SLOPES, AND OTHER <br />SHOWN. <br />U <br />ZINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS NOT <br />A .. <br />OOR WIDTH AND HEIGHTS WITH ARCHITECTURAL <br />LO <br />v1 <br />)CATER IN WALLS ARE SHOWN SCHEMATICALLY ON <br />'HE CONTRACTOR IS TO COORDINATE LOCATION OF <br />URAL DRAWINGS. <br />.s� <br />.Y LOCATED BY DIMENSIONS SHALL BE LOCATED ADJACENT <br />NED BY THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS <br />WAND DOOR JAMBS,LL <br />t <br />ZINGS FOR STUD SIZE,, SPACING, AND CALLOUTS AT <br />OF NON -LOAD BEARING WALLS TO SLAB, USE POWER <br />16" O.C. <br />ARE TO CENTERLINE OF PANEL JOINT. SEE <br />> FOR ADDITIONAL PANEL DIMENSIONS, <br />E SHOWN ON SHEET S5.01 THRU S5.04. <br />TILT -UP PANEL ELEVATIONS SHOW PANELS VIEWED FROM <br />IG TOWARDS BUILDING EXTERIOR. <br />v� <br />.T-UP CONCRETE WALL. FOR REINFORCING REQUIREMENTS Q <br />D JOINT LOCATIONS, SEE TILT -UP CONCRETE PANEL :> <br />EVATIONS ON SHEETS S5.01 THRU S5.04. A "' <br />� ti <br />NEL JOINT BETWEEN TILT -UP CONCRETE RA. N lz w <br />aPEN <br />aLL PANELS. =' <br />CD <br />Cj <br />TACOMA SEATTLE SPOKANE TRI-CITIES <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 can <br />253.383.2422 TEL 253,383,2572 FAX www.ahbl.com WEB <br />