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M FOOTING SCHEDULE <br />SHEET NOTES <br />Co <br />n <br />r <br />O <br />(0 <br />U <br />Q <br />0 <br />rs <br />0 <br />u <br />P <br />0 <br />0 <br />N <br />00 <br />C <br />0 <br />O <br />d <br />3 <br />u7 <br />LO <br />N_ <br />Q <br />E <br />g <br />0 <br />U <br />0 <br />LO <br />cc <br />N <br />C <br />O <br />0 <br />U <br />0) <br />c <br />Y <br />O <br />LL <br />- <br />F- <br />z <br />cU <br />G <br />fi <br />Q <br />a <br />d <br />0° <br />O <br />J <br />tl <br />I <br />z <br />U <br />a - <br />I. 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SLAB, TYP. <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF STUD, TYP. <br />N.T.S. <br />13'-01 /2" ,,1'-3" <br />_ <br />F-4 <br />N <br />0 <br />1; <br />�— — — --1 'T <br />� <br />-0'-3/4" <br />N <br />o <br />I I <br />E.O.S. <br />0 <br />F-4 \\ <br />�? <br />_ _ _ F1 <br />— _ — — <br />r------------- \ <br />L <br />0'11 <br />I1 <br />I <br />05 I <br />I <br />I <br />I <br />I <br />F i\ <br />r <br />i <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />VA IES <br />I <br />I <br />I I� <br />� <br />I <br />I <br />N <br />�I <br />01-011 I N <br />ILL <br />I <br />I <br />TYP. <br />I <br />VARIES <br />I <br />I <br />I <br />I <br />I <br />I 04 <br />41 $" 19'-41 /2" <br />I <br />� 41 /2" I <br />8�51 /2" <br />I <br />I <br />I <br />I / <br />' <br />— — — — <br />F-2 <br />L — — — — — — — — — — — — — '�� ° <br />F-4 <br />- <br />I -0'-51/2" <br />I N <br />- <br />L-�----®—®------------ _�` <br />r F3 <br />- <br />-0'-5 3/4 <br />I F-1 I <br />--- F�— — —J"' <br />�E.O.S. <br />E <br />N <br />M <br />I <br />3/4" <br />16'-0" <br />1111 <br />l . .. <br />2-0 314" , 7'-21 /2" ,1'-3" <br />i - - 7 - 1ITT!— III ) <br />13'-01 /2" 1.1'-3" <br />1 /4"=1'-0" <br />A REFER TO SHEET Al9.41 FOR ARCHITECTURAL <br />GENERAL NOTES, STRUCTURAL GENERAL NOTES & <br />FOUNDATION NOTES <br />B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />SIDEWALK <br />® KEY NOTES <br />01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED <br />SLAB ON 6 MIL VAPOR BARRIER, LAPPED & TAPED, <br />OVER TERMITE TREATED, WELL COMPACTED SOIL <br />02 2x PT BOT PLATE, REFER TO SHEAR WALL SCHEDULE <br />& DETAILS FOR ANCHORAGE REQUIREMENTS <br />03 REINFORCEMENT PER FOOTING SCHEDULE <br />04 CORNER REINFORCEMENT (2) #4 STEEL BARS, 4'-0" <br />LONG AT 6" OC IN SLAB AS SHOWN <br />05 PROVIDE PIPE SLEEVE(S) FOR CABLE / WIRING AS <br />REQUIRED, CONTRACTOR TO COORDINATE <br />06 EXPANSION JOINT, CONT 1/2" THICK x 4" WIDE CONT <br />BITUMINOUS MATERIAL WHERE SLABS ABUT EACH <br />OTHER <br />LEGEND <br />— — — — — — EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />\\\\\\ REINFORCEMENT <br />NO STEP <br />STEP IN SLAB <br />��'Aafff, wren <br />=Itl=111 �� <br />�I=III= �OOI ENGINEERING <br />MII1l�I[! 2::;!* GROUP <br />FL CofA #7992 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com <br />FORUMN <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Fort King <br />Colony <br />Apartments <br />City of Zephyrhills, FL <br />EDITED BY: JT, AS <br />U <br />z PROJECT NO. 10-2651 <br />Z <br />c� <br />w <br />Garage <br />2 Foundation Plan & <br />- Details <br />w <br />U <br />W <br />S19045 <br />