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FOOTING SCHEDULE <br />SHEET NOTES <br />00 <br />U <br />07 <br />d <br />LO <br />r <br />u7 <br />N <br />C+7 <br />c�a <br />rn <br />0 <br />0 <br />N <br />N <br />C <br />0 <br />0 <br />d <br />F-5 <br />Ft Detail <br />F D-5 <br />@ Garage Curb <br />41 /2" <br />U) <br />w <br />3/4"=1'-0" <br />Lu <br />w oAJ <br />a w _ <br />U <br />PER <br />CHEDUL <br />Ftq Detail <br />F-4 <br />@ Carport <br />F-3 <br />Ft Detail <br />F D-3 <br />@ Column <br />w <br />J <br />w <br />co <br />Of <br />w <br />a <br />Ftq Detail <br />F-2 <br />@Slab Step <br />DFtq Detail <br />Typical <br />1/2" w <br />PER SCHEDULE <br />3/4"=1'-0" <br />3/4"=1'-0" <br />3/4"=1'-0" <br />3/4"=1'-0" <br />Q <br />EC <br />M <br />CV <br />13'-0 1/2" 1'-3" T-21 /2" �2'-O 3/4" 16'-0" <br />42'-101/2" <br />-1' <br />1 /2" 4 <br />Garage Foundation Plan E.O.S. KO <br />-0'-51 /2" <br />Raincut Detail <br />@ Garage Door <br />1'-3" <br />REINFORCEMENTS <br />SIZE <br />COMMENTS <br />MARK <br />BOTTOM <br />TOP <br />L <br />W <br />D <br />SHORT BAR <br />LONG BAR <br />SHORT BAR <br />LONG BAR <br />F-1 <br />CONT. <br />30" <br />M N <br />#3 TIES <br />3 #5 <br />--- <br />1 #5 <br />@ 24" O.C. <br />F-2 <br />CONT. <br />16" <br />18" <br />--- <br />#5 <br />--- <br />--- <br />F-3 <br />24" <br />36" <br />38" <br />3 #5 <br />3 #5 <br />3 #5 <br />3 #5 <br />MIN <br />F-4 <br />CONT. <br />16" <br />22"MIN <br />--- <br />1 #5 <br />--- <br />--- <br />ES <br />F-5 <br />CONT. <br />30" <br />M N <br />@ 24"10 C. <br />3 #5 <br />--- <br />1 #5 <br />3/4"=1'-0" <br />F1— '�[l <br />,3' 551 /2" J <br />3 <br />S19.44 <br />5'-41 /2" <br />6" 6" <br />Condenser Pad <br />Corner Detail <br />19'-9" <br />1 /4"=1'-0" <br />FOUNDATION PLAN DIMENSIONED <br />TO EDGE OF CONC. SLAB, TYP. <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF STUD, TYP. <br />N.T.S. <br />F-4 <br />0-3/4 <br />— — -ILL <br />N <br />CV <br />E.O.S. <br />I <br />`o' <br />e-------F-44------ <br />J I <br />�� <br />------ <br />1 05 <br />--------------- <br />01-0111 <br />I I <br />I I <br />I <br />I I <br />I <br />I <br />I <br />I I <br />I I <br />I <br />I I <br />I I <br />I <br />I <br />1 <br />1 <br />I <br />VARII ES <br />I <br />1 <br />1 <br />N <br />II <br />C" I 0'-011 <br />w <br />1 <br />I <br />I <br />I <br />I TYP. <br />1 <br />N <br />I <br />I <br />VARIES 1 <br />I1771 <br />C <br />I I <br />I <br />o <br />l I <br />I <br />1 0'-0" <br />cn 1 <br />I I <br />L <br />TYP' <br />1 8'-51/2" <br />04 1 <br />41/2" I <br />19'-41/2" <br />4 1/2" <br />I <br />--------------- <br />- - - - - - - <br />1 <br />F-4 <br />F-2 <br />t0f-51/2" <br />N1-0'-53/4" <br />L-I--------------�� <br />u_ <br />3 L— o <br />E.O.S. co <br />- <br />U- — — — - <br />F-4 <br />2'-0 3/4" <br />1 /4"=1'-0" <br />A REFER TO SHEET A19.41 FOR ARCHITECTURAL <br />GENERAL NOTES, STRUCTURAL GENERAL NOTES & <br />FOUNDATION NOTES <br />B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />SIDEWALK <br />0 KEY NOTES <br />01 4" THICK MIN W/ 6x6 W1.4xW1.4 WWF ON 6 MIL VAPOR <br />BARRIER, LAPPED & TAPED, OVER TERMITE TREATED, <br />WELL COMPACTED SOIL <br />02 2x PT BOTTOM PLATE, REFER TO SHEAR WALL <br />SCHEDULE & DETAILS FOR ANCHORAGE <br />REQUIREMENTS <br />03 REINFORCEMENT PER FOOTING SCHEDULE <br />04 CORNER REINFORCEMENT (2) #4 STEEL BARS, 4'-0" <br />LONG AT 8" OC IN SLAB AS SHOWN <br />05 PROVIDE PIPE SLEEVE(S) FOR CABLE / WIRING AS <br />REQUIRED, CONTRACTOR TO COORDINATE <br />06 CONDENSER PAD, CONTRACTOR TO COORDINATE <br />LOCATION w/ SITE CONDITIONS AND TO ENSURE <br />POSITIVE DRAINAGE AWAY FROM BUILDING <br />07 4" THICK CONCRETE COMPRESSOR PAD w/ WWF TYP, <br />CONTRACTOR TO COORDINATE SIZE PER <br />CONDENSOR MFR REQUIREMENTS <br />08 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 />•���� MLiren <br />=III=111 �� <br />ENGINEERING <br />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 />R.F. Oleck FL F'E 45251 <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />"LANNING 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 />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />Q SHEET REVISIONS: <br />EDITED BY: <br />PROJECT NO. 09-2587 <br />S19.44 <br />