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3COLUMN BASEPLATE <br />DETAIL 3 <br />SCALE: 1/4" = 1'-0" <br />STATE APPROVALS-PC <br />STATE APPROVALS-SITE <br />PR <br />E <br />- <br />C <br />H <br />E <br />C <br />K <br /> <br />( <br />P <br />C <br />) <br /> <br />DO <br />C <br />U <br />M <br />E <br />N <br />T <br />CO <br />D <br />E <br />: <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />C <br />B <br />C <br />A <br />S <br />E <br />P <br />A <br />R <br />A <br />T <br />E <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />AP <br />P <br />L <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br /> <br />F <br />O <br />R <br /> C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />I <br />S <br /> <br />R <br />E <br />Q <br />U <br />I <br />R <br />E <br />D <br />. <br /> 12'-0" <br />20'-0" MAX <br />TYP <br /> OVERALL DIMENSION VARIES PER PROJECT <br />MSL2.0 <br />1 FOUNDATION PLAN (SPREAD PAD) <br />SCALE: 3/8" = 1'-0" <br /> 5 1/2" <br /> 11" 1'-2" <br /> 4 1/2" <br /> 9" <br /> 1'-0" <br />4X 7/8" THRU <br />ANCHOR BOLT HOLE <br /> 3 3/4" THRU <br />ELECTRICAL ACCESS HOLE <br /> WIDTH (D) <br /> LENGTH (L) <br />A <br />A <br />DETAIL 1 <br />SCALE: 1/2" = 1'-0" <br />3"CLR <br />MIN <br />3"CLR <br />MIN <br />3"CLR <br />MIN <br /> THICKNESS (T) <br />3"CLR <br />MIN <br />8"(ASSUMED <br />CONSTANT <br />UNO) <br /> 1'-6" <br />MSL2.0 <br />2 <br />COLUMN <br />FINISH GRADE <br />(ASSMED AT CONSTANT <br />ELEVATION) <br />TOP OF FOUNDATION <br />SEE SCHEDULE <br />CONDUIT <br />(NOT BY POLIGON)COMPRESSIBLE SLEEVE <br />AROUND CONDUIT <br />(NOT BY POLIGON) <br />SECTION A-A <br />SCALE: 3/4" = 1'-0" <br />14" MIN <br />EMBEDMENT <br />INTO FOUNDATION <br /> 4"+-1/2"0" <br />8" <br />(ASSUMED <br />CONSTANT <br />UNO) <br />DETAIL 2 <br />SCALE: 1-1/2" = 1'-0" <br />FOUNDATION 3/4" ANCHOR BOLT (4X) <br />NOT BY POLIGON) <br />3/4" NUTS (4X) <br />3/4" WASHER (4X) <br />BELOW BASEPLATE <br />(NOT BY POLIGON) <br />TOP OF FOUNDATION <br />BASEPLATE(3/4"X12"X14") <br />SEE DETAIL 3 <br />3/4" NUTS (4X) <br />3/4" WASHER (4X) <br />ABOVE BASEPLATE <br />(NOT BY POLIGON) <br />COLUMN <br />GROUT UNDER BASEPLATE <br />(1-1/2" MAX THICKNESS) <br />FINISH GRADE - SEE NOTE 3 <br />OPTIONAL CONCEALING SLAB <br />(ASSUMED AT CONSTANT ELEVATION) <br />3/16 <br />COLUMN BASE PROTECTION <br />BELOW SURFACE COLUMN INSTALLATION <br /> [ ] CONCRETE SLAB - 3" MIN ANCHOR BOLT COVER <br /> [ ] MASTIC COATING - 1/4" THICK MIN COATING ON <br /> ALL STEEL SURFACES BELOW GRADE <br />MS <br />L <br />2 <br />. <br />0 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br /> <br />SP <br />R <br />E <br />A <br />D <br /> <br />P <br />A <br />D <br />MO <br />N <br />O <br />S <br />L <br />O <br />P <br />E <br /> <br />- <br /> <br />M <br />S <br />L <br /> <br />1 <br />5 <br />FOUNDATION PLAN NOTES: <br />TOP OF ALL FOUNDATIONS MUST BE CONSTRUCTED AT ONE COMMON ELEVATION (COORDINATE WITH 1.SITE PLANS - NOT BY POLIGON) <br />ALL FOUNDATIONS MUST BE CENTERED UNDER COLUMNS (UNO).2. <br />SEE SHEET MSL1.1 FOR CONCRETE REQUIREMENTS.3. <br />PRIOR TO FORMING AND CASTING FOUNDATIONS, REVIEW FOUNDATION PLAN FOR REQUIRED 4.ORIENTATION. <br />FOUNDATION MATERIAL AND INSTALLATION NOT BY POLIGON.5. <br />VIBRATE CONCRETE FULL DEPTH OF FOUNDATION.6. <br />NOTES: <br />1. GROUT SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH MINIMUM f'c=6500 PSI. <br />2. COLUMNS FABICATED ASSUMING 1-1/2" GROUT PAD. <br />3. COLUMN BASES BELOW FINISH GRADE SHOULD BE PROTECTED FROM CORROSION, SELECT ONE OF THE FOLLOWING OPTIONS BELOW. <br />1SPREAD PAD FOUNDATION 2COLUMN BASEPLATE AND ANCHOR BOLTS <br />JESSICA E. NAPIER <br />No. S5476 <br />S T R U C T U R A L <br />DSA <br />D E P A R T M E N T O F G E N E R A L S E R V I C E S <br />DIVISION OF THE STATE ARCHITECT <br />DSA <br />DIVISION OF THE STATE ARCHITECT <br />DSA <br />DIVISION OF THE STATE ARCHITECT <br />DSA <br />DIVISION OF THE STATE ARCHITECT <br />IDENTIFICATION STAMP <br /> DIV. OF THE STATE ARCHITECT <br />APP: <br />REVIEWED FOR <br />SS FLS ACS <br />DATE: <br />CG444 <br />02-121212 <br />7/18/2023 <br />PC