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0 <br />�e <br />,c' <br />(B <br />0 if . <br />61'-2" <br />37' - 4" <br />FOUNDATION QNOTES <br />1. GENERAL 3. SLABS <br />1.1. ELEVATION AT TOP OF SLAB SHALL BE 0'-0". <br />FOOTING ELEVATIONS SHOWN ARE FOR CONTRACTOR CONVENIENCE AND BIDDING ONLY. <br />FINAL ELEVATIONS SHALL BE DETERMINED BY ON -SITE VERIFICATION BY SOILS ENGINEER, <br />BUT SHALL NOT BE SHALLOWER THAN THOSE SHOWN ON THIS PLAN. <br />REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. <br />1.2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. <br />1.3. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT. <br />1.4. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. <br />2. FOUNDATIONS <br />2.1. EXCAVATE, BACKFILL, AND PREPARE SOILS AS REQUIRED PER STRUCTURAL GENERAL NOTES <br />AND GEOTECHNICAL REPORT. <br />2.2. REFER TO MECHANICAL AND CIVIL DRAWINGS FOR LOCATIONS OF ALL UNDERSLAB PIPING. <br />FOOTINGS MAY BE LOWERED TO AVOID CONFLICTS WITH PIPING. <br />2.3. STEP FOOTINGS AS REQUIRED PER TYPICAL STEPPED FOOTING DETAIL <br />® F G <br />4'-9" 9'-81/2" <br />V - 4" <br />{ 07 <br />cv <br />06 <br />05 <br />YP io <br />© n <br />N <br />N <br />02 <br />®1 <br />e- <br />3.1. TYPICAL SLAB ON GRADE SHALL BE 4" THICK WITH #4 @ 18" OC EACH WAY AT CENTER OF SLAB. <br />3.2. PROVIDE CONTROL OR CONSTRUCTION JOINTS ON ALL COLUMN LINES, AT ALL RE-ENTRANT CORNERS, <br />AND AT A MAXIMUM SPACING OF 30x SLAB THICKNESS. <br />PLACE JOINTS IN A MANNER THAT DIVIDES THE SLAB INTO RECTANGULAR AREAS 400 SQUARE FEET OR <br />LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. ALL JOINT LOCATIONS <br />MUST BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. <br />REFER TO TYPICAL SLAB JOINT DETAIL. <br />4. WALLS AND COLUMNS ABOVE <br />4.1. STRUCTURAL WALL STUDS SHALL BE 2x6 LVL @ 16" OC, UNO ON PLAN. <br />SEE DETAIL SHEET S5.1 FOR TYPICAL WALL FRAMING REQUIREMENTS AND FOR TYPICAL SHEAR WALL <br />REQUIREMENTS. FRAME ALL SHEAR WALL INTERSECTIONS PER TYPICAL DETAILS. <br />4.2. USE (3) KING STUD AND (2) TRIMMER STUD AT EXTERIOR, TYP UNO. <br />4.3. INDICATES SHEAR WALL ABOVE PER TYPICAL SHEAR WALL SCHEDULE. <br />SW ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS SW6, UNO. <br />4.4. HD SIMPSON TENSION TIE HOLDOWN. USE (2) 2x MIN HOLDOWN STUDS. <br />SEE TYPICAL HOLDOWN DETAIL. <br />4.5. ALONG GRID LINE 7, PROVIDE FULL HEIGHT LVL STUDS FROM TOP OF SLAB TO TOP OF PARAPET, <br />BALLOON FRAMED. <br />Engineer's Stamp <br />Project Title <br />z <br />0 <br />> <br />LU <br />0 <br />LU <br />LLJ <br />Project information <br />Project No. <br />19-027-01 <br />Checked By Checker <br />Issue <br />BID SET 03/13/2020 <br />Sheet Title <br />FOUNDATION <br />PLAN <br />Sheet Number <br />a-m <br />