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Y <br />C <br />1 <br />cc <br />40'-0" <br />26'-4" <br />13'-8" <br />FOX '-0" 11'-8" <br />51,0 24"x24"x12" CONC FTG w/ #4 <br />REBAR 0 6" O.C. EA WAY <br />1 <br />F03C <br />S1.0 <br />I F11 F11-- <br />0 <br />27'-0" <br />_ <br />LS1.0 13'-0" S1,0 <br />I <br />CIDF12 <br />3'-5 1 /2" 8" 7'-0" 8" 4'-7" 8" 7'-0" 8" 2'-3 1 <br />2" <br />w/ SCREEN w/ SCREEN <br />S1.0 <br />ENCLOSURE ENCLOSURE <br />• •• <br />VERIFY M.O. <br />VERIFY M.O. <br />■ <br />■■ <br />■■ ■■ ■■ <br />■ <br />T <br />■ <br />a _ R W <br />O I <br />O <br />a <br />■ <br />iA <br />'vl <br />F01 <br />F07 _ <br />,.. <br />VARIES of <br />S1.0 <br />S1.0 <br />• <br />I <br />O R <br />� R o <br />R <br />I <br />I <br />rn <br />" <br />8 1 /2 1'-5 1 /2" <br />_ <br />R <br />VR 10'-2" <br />a; <br />SOLID POUR I <br />SOLID POUR <br />� <br />VERIFY <br />--- <br />S. C. <br />- <br />^ <br />M.O. <br />--- <br />- - -- <br />All leliff <br />S <br />R <br />F01 <br />co <br />g" <br />3'-0 1 /2" <br />• <br />L <br />00 <br />I <br />R <br />u% <br />51 2*7-' <br />oc 0'-0" <br />----- <br />- <br />S.C. <br />S1.0 <br />- <br />-- -- <br />- --I_ <br />R <br />00 <br />R <br />�a <br />■ <br />■ <br />I <br />( <br />a <br />d- <br />O <br />I <br />ZtI � <br />co <br />01 <br />I <br />S.C. <br />Ln <br />00 <br />■ <br />I <br />O <br />� o <br />I <br />• <br />_ <br />REFER TO ARCHITECTURE FOR <br />F08 <br />■ <br />ACTUAL WALL LOCATION <br />I <br />•. � <br />I <br />S.C. <br />cli <br />co <br />START SLOPE <br />- <br />— -- <br />S1.0 <br />'� <br />HERE <br />LOCATION PER <br />REFER TO DETAIL FOR <br />■ <br />■ <br />I ARCHITECTURE <br />FLUSH ENTRY CONDITION I <br />I <br />20'-9" <br />VARIES <br />� <br />- <br />00 <br />S1.0 <br />co <br />S.C. <br />S.C. <br />`n <br />I <br />■ <br />16 <br />• <br />S1.0 N <br />I <br />� W <br />OO � <br />R <br />N <br />SOLID POUR <br />To <br />SOLID POUR <br />■ <br />S.C. <br />-- <br />I <br />az S.C. <br />--- <br />•1 <br />1• <br />-- <br />7 1/2" <br />7 1/2" <br />=a <br />■ <br />I <br />I <br />FO6 <br />1 <br />S ,0 <br />�' <br />I <br />3'-4R <br />" <br />I i <br />"' <br />• <br />o VERIFY <br />__ M.O. <br />�---- <br />F01' <br />f01 <br />.■ <br />---- <br />■ <br />S1.0 <br />S1.0 -� <br />■ <br />• • <br />• <br />I <br />R <br />O° <br />� N <br />• J <br />�- <br />d <br />VERIFY <br />M.O. o <br />N <br />N <br />' <br />■ <br />• <br />• <br />■ <br />1'-8 1 /2' <br />1'-8 1/2' <br />8" <br />21'-5" 4'-7" <br />01—OR <br />FOUNDATION PLAN - <br />SCALE: <br />2'-10" <br />VERIFY M.O. 1 <br />71-OR 8R <br />14'-0" <br />2'-10" <br />LEGEND SYMBOLS <br />w <br />8x8 FILLED CELL W/ #5 REBAR <br />FO-F-21 <br />8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE <br />FO <br />8x8 FILLED CELL W/ NO REBAR REWIRED <br />45' CMU -FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-15 REBAR <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />)a <br />DETAIL MOTOR <br />FLOOR SLAB NOTES: <br />3 1/2' Z500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' <br />AND TAPED OVER CLEAN COMPACTED SOIL <br />SLAB REINFORCEMENT <br />FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT <br />REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L' SHAPED SLAB. <br />REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) <br />LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, MATH <br />THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL <br />REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE <br />CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE <br />CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />\�illlllll/�� <br />onldstone \\ <br />ePFie <br />C.O.A.# 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 <br />(248) 622-4035 _ <br />BENJAMIN NIESE <br />P.E.# 86025 <br />❑ THOMAS A. WEBER, PE ,. STAT <br />P.E.#73242 OR100•.' ���� <br />'�'� <br />FLORIDA 06-26-2020 <br />DATE SIGNED�/1j1111111\I\ <br />liPultoGroup- <br />RODUCT MANAGER <br />RELEASE <br />7 /2020 <br />PROJECT TYPE <br />SPECIFICATION LEVEL I <br />Nte <br />P <br />PLAN NAME <br />CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />SIM <br />