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13 12 11 10 l y 1 8 7 6 (5) 1 4) n n n <br />8" CMU WALLS AT TRASH CON <br />(2) #5 VERT, (EDGE SPACI <br />FILLED CELL @ 24" O.C. PRO <br />REINF. FILLED CELL EACI <br />INTERSECTION AND W) <br />PROVIDE SINGLE COURSE BON <br />(2) #5 CONT. AT TOP 01 <br />MASONRY = 8'-8" A.F.F. MAX. I <br />GROUT ALL CELLS BELOW GF <br />cV <br />80 <br />8o <br />ti <br />9 <br />1 FOUNDATION PLAN <br />1SE LEDGE, TYP. <br />:OR MORE INFO. <br />PIPE, REF. I II II II II <br />ARCH/PLANS <br />STRUCTURAL - CONCRETE PIER SCHEDULE <br />MARK <br />SIZE <br />VERT. REINF. <br />TIES <br />NOTES <br />P1 <br />20" x 20" <br />(4) #6 HAIRPINS <br />#3 @ 12" O.C. <br />REF. S3 FOR BP INFO., TOP OF PIER AT <br />-1'-4"; REF. TO S3 FOR BAR LAYOUT <br />P2 <br />36" x 36" <br />REF. 18/S3 <br />#4 @ 12" O.C. <br />REF. S3 FOR BP INFO., TOP OF PIER AT <br />-1'-4'; REF. TO S3 FOR BAR LAYOUT <br />STRUCTURAL - STEEL COLUMN SCHEDULE <br />MARK <br />TYPE <br />COLUMN BASE <br />PLATE <br />NOTES <br />COL "A" <br />HSS6X6X5/16 <br />A <br />REF. S3-1 FOR BP INFO. <br />COL "B" <br />HSS8X6X1/4 <br />B <br />REF. S3-1 FOR BP INFO. <br />COL "C" <br />HSS8X6X1/4 <br />C <br />REF. S3-1 FOR BP INFO. <br />COL "D" <br />HSS8X6X3/8 <br />B <br />REF. S3-1 FOR BP INFO. <br />COL "E" <br />HSS8X6X3/8 <br />C <br />REF. S3-1 FOR BP INFO. <br />COL "F" <br />HSS8X8X1/4 <br />C <br />REF. S3-1 FOR BP INFO. <br />COL "G" <br />HSS8X8X3/8 <br />B <br />REF. S3-1 FOR BP INFO. <br />COL "H" <br />HSS8X8X1/4 <br />B <br />REF. S3-1 FOR BP INFO. <br />COL "K" <br />HSS6X6X1/4 <br />STRUCTURAL - COLUMN BASE PLATE SCHEDULE <br />PL. <br />MARK <br />LENGTH <br />WIDTH <br />THICKNESS <br />MATERIAL <br />ANCHOR BOLTS <br />A <br />V-0" <br />1'-0" <br />3/4" <br />A36 STL. <br />(4) 3/4" THREADED HEADED STUDS [ASTM F1554 <br />GR. 55 (S1)] <br />B <br />V-2" <br />1'-2" <br />3/4" <br />A36 STL. <br />(4) 3/4" THREADED HEADED STUDS [ASTM F1554 <br />GR. 55 (S1)} - - <br />C <br />1'-8" <br />1'-4" <br />1 1/4" <br />A36 STL. <br />(6)1 3/8" THREADED HEADED STUDS [ASTM <br />F1554 GR. 55 (S1)) <br />STRUCTURAL - FOUNDATION SCHEDULE <br />MARK <br />LENGTH <br />WIDTH <br />FOUNDATION <br />THICKNESS <br />TOP REINF. <br />BOTTOM REINF. <br />F2 <br />2'- 0" <br />2'- 0" <br />1' - 0" <br />#6 @ 12" O.C. E.W. <br />#6 @ 12" O.C. E.W. <br />F4 <br />4' - 0" <br />4'- 0" <br />l' - 4" <br />#6 @ 12" O.C. E.W. <br />#6 @ 12" O.C. E.W. <br />F5 <br />5' - 0" <br />5' - 0" <br />1' - 4" <br />#6 @ 12" O.C. E.W. <br />#6 @ 12" O.C. E.W. <br />F5X13 <br />5' - 0" <br />13' - 0" <br />1' - 4" <br />#6 @ 12" O.C. E.W. <br />#6 @ 12" O.C. E.W. <br />F6 <br />6' - 0" <br />6'- 0" <br />1' - 4" <br />#6 @ 12" O.C. E.W. <br />#6 @ 12" O.C. E.W. <br />F6.5X22 <br />6' - 6" <br />22' - 0" <br />1' - 6" <br />#7 @ 9" O.C. LONG & #7 @ <br />12" O.C. SHORT <br />#7 @ 9" O.C. LONG & #7 @ <br />12" O.C. SHORT <br />F6.5X25 <br />6'- 6" <br />25' - 0" <br />1' - 8" <br />#7 @ 9" O.C. LONG & #7 @ <br />12" O.C. SHORT <br />#7 @ 9" O.C. LONG & #7 @ <br />12" O.C. SHORT <br />F6X26 <br />6'- 0" <br />26' - 0" <br />1' - 6" <br />#7 @ 9" O.C. LONG & #7 @ <br />12" O.C. SHORT <br />#7 @ 9" O.C. LONG & #7 @ <br />12" O.C. SHORT <br />F7 <br />7' - 0" <br />T - 0" <br />1' - 4" <br />#6 @ 12" O.C. E.W. <br />#6 @ 12" O.C. E.W. <br />F8 <br />8' - 0" <br />1 8' - 0" <br />1 1' - 4" <br />1 #6 @ 12" O.C. E.W. <br />#6 @ 12" O.C. E.W. <br />STRUCTURAL - WALL FOUNDATION SCHEDULE <br />MARK <br />WIDTH <br />FOUNDATION <br />THICKNESS <br />TOP REINF. <br />BOTTOM REINF. <br />WF3 <br />3' - 0" <br />1' - 0" <br />N/A <br />(4) #5 CONT. #5 @ 16" TRANS. <br />GENERAL NOTES: <br />1. INTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF 0'-0". THE TOP OF <br />ALL INTERIOR FOOTINGS SHALL BE THUS:-1'-4", TYP. U.O.N. <br />2. EXTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF Y-0". THE TOP OF <br />ALL EXTERIOR FOOTINGS SHALL BE THUS:-1'-4", TYP. U.O.N. <br />3. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND CONSTRUCTION OF NON -LOAD <br />BEARING MTL, STUD WALLS, FIXTURES, AND OTHER ITEMS NOT PRESENTED HEREIN. <br />4. CONCRETE CURING COMPOUNDS AND SEALERS ARE NOT PERMITTED FOR THE BUILDING SLAB. <br />5. 4" CONCRETE SLAB W/ 4000 PSI CONC. W/ 6X6XW2.1 XW2.1 W.W.F. OVER 15 MIL. MIN. VAPOR <br />RETARDER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL <br />REQUIREMENTS, TYP. U.O.N. <br />6. 6" CONC. SLAB W/ 4000 PSI CONC. W/ 6X6XW2.1 XW2.1 W.W.F. OVER 15 MIL. MIN. VAPOR RETARDER <br />ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS, TYP. <br />U.O.N. <br />7. REF. ARCH./PLUMBING DRAWINGS FOR DRAIN SLOPES, ELEVATIONS AND SLAB RECESSES. <br />OPENING/RE-ENTRANT CORNER, TYP. PROVIDE (2) #4 X 4'-0" LONG BARS @ MID -HEIGHT OF SLAB. <br />8. ENCASE ALL BASE PLATES WITH 3000 PSI CONCRETE OR GROUT, MIN. 3" THICK ALL AROUND AND ON <br />TOP OF W/ 3" CLR. TO TOP OF BOLTS. <br />9. PLACEMENT OF CONCRETE SLAB ON GRADE TO MEET THE FOLLOWING CRITERA: LEVEL WITHIN 1 %, <br />FLAT WITHIN +- 1/a" AS MEASURED IN 10'-0". <br />10. SEE TYPICAL CONTROL JOINT DETAIL ON DRAWING S3. ALL JOINTS MUST BE STRAIGHT TO WITHIN + <br />'/a" PER 50'-0" AND PARALLEL TO THE BUILDING WALLS AND PARALLEUPERPENDICULAR TO EACH <br />OTHER, UNLESS INDICATED OTHERWISE. <br />11. 6" CONCRETE SLAB W/ 4000 PSI CONC. W/ #4 BARS @12" O.C, E.W. CENTERED IN SLAB OVER 15 MIL. <br />MIN. 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