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SHEET NOTES <br />co <br />rn <br />I. <br />0 <br />U) <br />ca <br />0 <br />0 <br />N <br />N <br />0 <br />CD <br />a <br />N <br />M <br />O <br />rl- <br />LO <br />N <br />r_ <br />0 <br />U <br />0 <br />d <br />00 <br />LO <br />N <br />rn <br />CL <br />a) <br />0 <br />L <br />c <br />m <br />co <br />z <br />w <br />Q <br />d <br />Q <br />rY <br />O <br />J <br />u_ <br />a , <br />z <br />Q <br />U <br />d <br />d- <br />I <br />1P <br />In <br />N <br />N <br />wl <br />_z <br />�I <br />57 <br />U <br />05 <br />05 <br />05 <br />~ <br />01 <br />192'-3 1/4" <br />7'-9 3/4" 19'-11" 14'-5 1/4" 19'-11" 13'-4 3/4" <br />12'-10 1/2" 11'-9 3/4" 19'-11" 14'-5 1/4" 19'-11" 11'-9 3/4" 12'-10 1/2" <br />13'-1 3/4" <br />1'-1" 1'-0" <br />8'-9" 9'-1 " <br />V I lo <br />i11 <br />❑ ❑ <br />1'-0" <br />9'-1 " 8'-9" <br />1'-1" <br />1'-1" <br />8'-5 1 /2" 3'-4" <br />1'-1" 1'-0" <br />8'-9" 9'-1 " 1Je <br />DO O <br />1'-0" <br />9'-1 " 8'-9" <br />1'-1" <br />3'-4" 8'-5 1 /2" <br />O ❑ <br />O <br />O O O O -0'-2 114" -0'-2 1/4" <br />E.O.S. TYP. 10 El O O D E.O.S. TYP. ❑ O O <br />AL 0'-0" <br />F-8 F-1 F-1 F-8 TYP. F-8 F-8 F-1 F-1 F-TYP. `- <br />8 F-8 <br />❑❑O❑❑ IIII _—_ --_U_ - _— — - <br />0 0) <br />u— �-- ��U-` ------N- ,IIl II ^ — ,— ru --i O •—° —.--— IIII <br />— oq O <br />III� v 02 <br />ru _ <br />—' -- —s— <br />� <br />- <br />i <br />---— <br />fI�II <br />.. - <br />, <br />CC)qO L) c-9I� <br />u- u-F�°D IF-9LLO O u. IF-9O O F F-1 F-1 �9i F-1 wI .L` — �- — LL F-1ii JL <br />LJF3F r rF El 03/4r �F 3 <br />004 04 <br />� <br />T.O <br />N LL T.�.SLB TYP. <br />.03'' 1/4" 9 1/4"13 -10 1/2"12,-10 1/2"12'-101/2" 65-10" 12'- 0 1/212'-10;1/2" <br />F-3 F-3-co <br />F"3 F-3 CO n O'J L____ -O <br />06 0'-JU _006N N <br />� I � TYP.TYP.C.J. C.J. C.J. I, <br />L� <br />06 06 06 2 <br />02 03 10 I � routi--1® 1 ® <br />M00i—i N <br />v LL Iw — <br />----------- ---- J — — — — — — <br />� L--�L� J F-4 <br />/4 <br />— — — — — — — — — -------------------------------- -1"— - <br />Ir- <br />�J <br />_ ❑ <br />0-1 <br />0— U III —°I <br />.� <br />' —IIIII <br />—or <br />--1 <br />--" -- --�V <br />-4 07 <br />-5" 4 TYP. F-4 TYP. F-4 <br />E.O.S. 1/4" <br />4LO LO to <br />L— F-F-4 F-4 ? F-4 F V F-4 F-4F-1U-------- — — — — TYP <br />.......... �Id 02 <br />n0 <br />; I j L02 ❑❑L_LJ L <br />D. I iF 4 <br />C.J. 13-2 1/2" 13'-11 1/8C.J. 12'0 1f291/412 -10:1/2" 47' " '" <br />..._... <br />`VI 0'-00-0"F-3 F-3 LL IiI ITYP. II1I <br />.. I.u-I I F-3Cf) N �I <br />J — __--- --U_ <br />N <br />060-3/4 3oU <br />T.O.SLABTYP. `�I L <br />L`I -0'-3/4" <br />I_ 4 <br />LO <br />LILL <br />I T.O.SLAB TYP.: F-F_3 F-----I I -3 — ,!--------F_3-3 <br />47 <br />F-1%rrr_1 F- —F °° F <br />F-1 F-1 a�F-1 F-1 °° <br />o v o L O i 1�2 <br />00i� O l O F-9 <br />_ m. O rnF-9F-9q) O TF9. io -o F�p <br />a <br />LF-8 � 0 � �LL <br />F-1 -7F_1 F-8 F-8 F-8 F-1 F-1 F-8 F-8 <br />0-2 1/4" 4-2 1/4' E.O.S. �00pll <br />E.O.S. TYP. YFP.O.S. TYP. — 4 —" <br />L <br />. 1LFJ <br />c <br />" _1 <br />_CNV r <br />N <br />9'-1 " k 8'-9" 7'-2 1/2" Ile 6-9 1/2" 9'-1 " 8'-9" 8'-5 1/2" 3'-4" e 8'-9" 9'-1 " 71 9'-1 " 8'-9" 3'-4" 8'-5 1/2" <br />1'-0" 1'-1" I. 1'-1" 1'-1" 1'-1" 1'-0" 1'-0" 1'-7" <br />7'-2" 2.1 19'-11" 15'-1" 19'-11" 13'-4 3/4" el 12'-10 1/2" 01 11'-9 3/4" 19'-11" 14'-5 1/4" 1 19'-11" 10'-2 3/4" 14'-5 1/2" 13'-1 3/4" <br />192'-3 1/4" <br />Partial Foundation Plan - Building Type I <br />1 /8"=1'-0" <br />MAY NOT BE REFERENCED ON THIS SHEET <br />A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION <br />NOTES <br />B REFER TO SHEET S3.01 FOR FOOTING DETAILS <br />C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALK <br />D COMMUNITY CENTER PORCHES TO RECEIVE PAVERS. <br />GC TO COORDINATE SLAB DEPTH WTIH PAVERS. <br />PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR <br />ACCESSIBILITY <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 <br />02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE <br />LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS <br />AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL <br />EQUIPMENT REQUIREMENTS <br />03 CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL <br />JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. <br />SEE TYP. CONTROL JOINT/ CONSTRUCTION JOINT <br />DTL. 3/S3.01 <br />04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" <br />LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) <br />05 CONDENSER PAD: REFER TO S3.01 FOR SIZES. GC TO <br />COORDINATE PAD LOCATIONS WITH SITE <br />CONDITIONS. MAINTAIN THE FOLLOWING: <br />-18" MIN. FROM BLANK WALL <br />- 36" MIN. FROM FACE OF ELECTRICAL PANEL <br />- 36" MIN. FROM WINDOW <br />06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN <br />SHOWER. SEE S3.01 FOR DETAIL <br />07 FLOOR DRAIN. IN RESTROOMS, SLOPE TO MEET <br />CODE REQUIREMENTS. <br />08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT <br />LOCATIONS WITH PAVER BEING USED, FINISHED <br />FLOOR AND TOP OF PAVER TO BE LEVEL <br />LEGEND <br />MAY NOT BE REFERENCED ON THIS SHEET <br />----------- EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />.....................CJ.. CONTROL JOINT <br />NO STEP <br />BEARING WALL <br />= KEY PLAN <br />_ ��Atffl wren <br />TI=III= ^/v ENGINEERING <br />�Il��illl „r 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 />i <br />1R.F. Oleck FL PE ##52514 <br />:L FORUME <br />r <br />2 <br />N ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />N PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 745 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 />11/25/09 Progress Set <br />12109109 60%' Progress Set <br />12/17/09 Bid Set_____ <br />......... <br />I <br />EDITED BY: <br />S3.12 <br />