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I 1 '_PT 1 '1 IFFIF1111191111111 1IP11'IA1'11AII'm 1191IR-1' 11 "„IT"I_II'Iv" Imo_ II II <br />I LIP I_ II I—J�_'r _ 1 I Rl�s'�' �■IA� R r r I - — - -- I' L ^I� "R J <br />z <br />Q <br />U <br />a <br />D!@SlabF-2ootini <br />F-2 <br />Edge <br />00 <br />Ld \ <br />i Nz <br />PER <br />SCHEDLCE <br />Detail <br />" Cn <br />SEE PLAN " �� <br />LLI <br />I � <br />03 � > <br />J <br />� p <br />w W <br />a LJ <br />D1Footin <br />@ Column <br />I <br />PER <br />SCHEDULE <br />3/4"=1'-0" <br />No <br />3/4"=1'-0" <br />FOUNDATION PLAN DIMENSIONED <br />TO EDGE OF CONC. SLAB, TYP <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF COLUMN STUD, TYP <br />Slab Edge Detail <br />1 1 /2"=1'-0" <br />® FOOTING SCHEDULE <br />MARK <br />SIZE <br />��- <br />REINFORCEMENTS <br />COMMENTS <br />- <br />BOTTOM <br />— ----- <br />� TOP <br />W D" <br />SHORT BAR <br />1 <br />LONG BAR t <br />SHORT BAR <br />LONG BAR <br />F-1 <br />38 <br />36" 36" <br />#3 TIES <br />12 OC <br />3 #5 EACH WAY <br />MIN. <br />@ <br />F-2 <br />iCONT.1; 12" 1 20" <br />I <br />--- <br />1 #5 <br />--- <br />--- <br />4'-11 112" <br />70'-0" <br />/ <br />I � <br />-" <br />4 <br />\ \ <br />1 <br />I <br />r -I 05 <br />1 ❑ 1 SLOPE _ �❑ <br />L—J / <br />r — I <br />SLOPE 1 ❑ 1 <br />�L—J <br />1 ❑ 1 SLOPE _ - 05 <br />SLOPE I ❑ I <br />L—J r2 <br />L—J <br />` 0'-0„ <br />-4" <br />1 ❑ 1 SLOPE' 05 <br />L—J ❑ <br />SLOPE 1 ❑ 1 <br />-- L—J <br />I <br />Shuffleboard Court & S <br />yi n <br />, 4'-11 1/2' <br />vv1 `111L-v 1 1 v v 1 vi vn 'r 11 JLAb <br />WATER, REFER TO CIVIL <br />FOR CONTINUATION <br />hade Structure Foundation Plan <br />1 /8"=1'-0" <br />SHEET NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />A REFER TO SHEET A19.71 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 IN DETAIL 5/S19.75 <br />04 LEVEL CONCRETE COURT SURFACE SURFACE WITH <br />BURNISHED FINISH, SEPARATE POUR FROM <br />SURROUNDING CONCRETE SUFRACES <br />05 8" SQUARE DRAIN <br />LEGEND <br />- EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />n � .•�t. � argil <br />ENGINEERING <br />III=1110%0 ► 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.mumclaren.com <br />F. OLS6` <br />:A <br />. ff'; S81OTAP <br />3 <br />aFORUME <br />a <br />0 <br />H ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 <br />$ 745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />06 fax: 407.830.4143 <br />m AA0002731 <br />G www.forumarchitecture.com <br />m <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />11I10110 — -Bid 8 Permit Set _ --- — <br />Q SHEET REVISIONS: <br />1 <br />I <br />I <br />I <br />I <br />EDITED BY: JT <br />z PROJECT NO. 09-2587 <br />z <br />0 <br />w <br />Shuffleboard Court <br />0 <br />& Shade Structure <br />LU <br />Foundation Plan & <br />as <br />Details <br />D <br />w <br />f- <br />z <br />U <br />S19,74 <br />0 <br />IL <br />