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E FOOTING SCHEDULE <br />co <br />d <br />N <br />0 <br />Cal <br />R <br />O <br />0 <br />N <br />a <br />0 <br />0 <br />0- <br />CM <br />v <br />M <br />01 <br />� °DST <br />w� <br />a UL-A. ` CNN? <br />PER 02 <br />S HED LE <br />footing Detail <br />@ Slab Edge <br />1/2" <br />SEE PLAN <br />2if� I 63 <br />co <br />w f <br />z <br />02 PER <br />SCHEDULE <br />F-1 <br />Footing Detail <br />@ Column <br />3/4"=1'-0" <br />SLOPE GRADE <br />EXTEND TURNDOWN AS <br />REQ. PER GRADING PLANS <br />TO MAINTAIN MIN. DEPTH <br />BELOW FIN. GRADE. <br />COORDINATE W/ CIVIL DWGS. <br />3/4"=1'-0" <br />FOUNDATION PLAN DIMENSIONED <br />TO EDGE OF CONC. SLAB, TYP. <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF STUD, TYP. <br />MARK <br />SIZE <br />REINFORCEMENTS <br />COMMENTS <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 />36" <br />36" <br />38" <br />MIN. <br />#3 TIES <br />@ 24" O.C. <br />3 #5 <br />--- <br />1 #5 <br />F-2 <br />CONT. <br />12" <br />20" <br />--- <br />1 #5 <br />--- <br />--- <br />r— F-2 —� <br />I <br />I <br />I <br />I I <br />I I <br />I I <br />I IU; <br />LL <br />I <br />I I <br />5'-111/2" <br />I I <br />1 4'-111/2" <br />10 <br />I C.J. - <br />F-2 F-2 �I <br />— JILL <br />u- LL L — J LL <br />IT-1 F-1 1 <br />I <br />I <br />I <br />01 I <br />I <br />LL I I UL <br />1 a I <br />I O I <br />1 U)4-1 I <br />I <br />0'-0" I <br />CENTER f --J <br />ILL SLOPE SLOPE— LLI <br />F-1 1 <br />F <br />I <br />I <br />w I <br />a- <br />0 I <br />04 <br />I I <br />U. LL <br />I <br />I I <br />I <br />-1 1/4" 1 -1 F-1 E.O.S., TYP. F-11I <br />------------w LU---— — — — — — —ILLJ <br />F-2 F-2 <br />10'-11" <br />25'-1" <br />0 <br />tV <br />\* <br />-0'-0" <br />T.O.S. TYP <br />SHEET NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />A. REFER TO SHEET A19.61 FOR GENERAL FOUNDATION <br />NOTES <br />KEY NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />01. CONCRETE SLAB: 4" THICK MIN W/ 6X6 W1.4 X W1.4 <br />WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />TERMITE TREATED, WELL COMPACTED SOIL. BROOM <br />FINISH ALL <br />02. FOUNDATION REINFORCEMENT PER SCHEDULE <br />03. 2X P.T. BOT. PLATE. W/ 1/2" x 10" ANCHOR BOLT @ 24" <br />OC OR AS SHOWN <br />= EGEND <br />— — — — — — EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />-P"'h' <br />IVATA wren <br />=ul=ul �� <br />�I=III= �/ ENGINEERING <br />�Il=0-1,V 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 />FORUME <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 />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />EDITED BY: JT <br />PROJECT NO. 09-2587 <br />Picnic Pavilion <br />............................ <br />Foundation Plan & <br />Details <br />. ..... ..... <br />Slab Edge Detail. <br />1 1 /2"=1'-0" <br />Pavilion Foundation Plan <br />1 /4"=1'-0" <br />Oleck FL PE #52514 <br />S19,63 <br />