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I ! I 1111111id 'I I I "'I 'I I N 11 111 1 1` I I !1 _11 11111 "i9� lllLIII ILIII <br />CJ <br />C� <br />u <br />U <br />2 <br />0- <br />00 <br />0 <br />Uci <br />ru <br />O <br />T <br />C) <br />c N <br />00 <br />N <br />C <br />0 <br />CD <br />0 <br />3" <br />8'-9 3/4" <br />1'-5" 111-4" <br />38'-01 /2" <br />12'-101/2" <br />12'-5" <br />1 l'-51 /2" <br />1' 5" 10'-01 /2" <br />128'-1 1/4" <br />1'-5" <br />L. 1'-5" <br />7'-0 3/4" <br />0'-3 1/2' <br />E.O S <br />30'-10" 1 l'-51 /2" 26'-3" <br />11" <br />1'-5" 1'-5" 1 51' 5" 1.5„ <br />6'-41 /2" r,, T-0 3/4"Z11'-51 /2" 11'-81 /2" �, 11-81/2" <br />N -0'-3 1 /2" 0'-0" -0'-3 1/2" <br />r E.O.S. F-8 F-8 F-8P E.O.S. <br />0�1z TYP. — — �firn F-9 li IT9 u- ILL 1�9 L� F-9 \ — <br />= I- _J �F 9 LL a LIF — — liF w <br />Q o5 05 I r-PAVERS -/ 08 <br />LF-9 cn F- 1 <br />1 �� irn F-10 0'1 <br />J-0'-31/2 JLL r-----------`----------� u-L <br />E.O.S. E] 0: <br />o <br />00 F-9 I — — — — — — — — 1 F-9� -0'-3 1 /2" , „ <br />0'-0° 0'-3 1/2 u_ SLOPE I — — — — — — — — <br />I I SLOPE E.O.S. <br />E.O.S. -0'-1 1 /2" P' <br />TYP. F-1 - F-9 I I I I F-9 F-8 F-8 <br />F 8 L5 o 01 T.O. SLAB t o <br />----- _ ------ T,� I a'P� ----- ----- <br />ro, — — r _J LEI I I I U_ L`t �q rn� rn� <br />02/08/10 oo r L� os li I L 1 F 9 I I F_g� L� LL f=-�� � L`F 9, <br />LL F 9 i rPAVERS p 1 I PAVERS � °0I <br />F-1 <br />l <br />L------ --- F-—`------- —,� 11 C.J. 1 L - — — — — — — — — — — — F-10—___�____- <br />F_1OJ 1 T0.'O1-- —. S—LA— B— ----- <br />1 - <br />6 07 07 0-1 1/2�I 1/2" <br />OPE KOPE of -oil <br />S3,01 T.O. SLAB 04oD o 01 0 <br />TYP. o N MI I <br />_ 02 1 LL 1 1 1 CV , <br />,�1i��.lPilli <br />0 <br />II 4 I I I 11 03 N ICI 1 <br />n <br />.. s3.o1 IlllN M 02II IIN� LL C.J.......................... L. . <br />III I I I ILL 1 r-I I-_1 �I �N I LL <br />, <br />� c� I MI I 1 1 C I I M I T I I J o 07 [Izz <br />___ 07 1 LL1 I 1 1 u_ I, I U_ I, <br />9'-10114" 24'-1 1/2" 07 I 13'-3 I I I 41'-21/2" 10' 4"° 27' 7 3/4" <br />I� �1 1 1 /4" - I I I I I I I I I -0'-1 1 /2" 6' 51124' <br />ICI I ) I I I'I I'I T.O. SLABlo <br />C.J. I C.J.1 _ I LF-4 — I I o7 I I F-3 F-3 -- F-10 _ <br />r <br />F-3 L---.---.-- -� L —J._ L------..--------—..---- --�_ <br />CJ <br />-1„ —� C.J. ®J LJ----------------------------------- ------� �— <br />J �� _ — r------- o SLOPE <br />U i CO U ! 0'-0" <br />_ V' TYP. L_I AVE <br />F4 L—F3 — 1 00 <br />--------- -- — <br />C.J. — �1 — _g LL <br />C J, C.J. i I <br />1 q 1 I I 14'-61/2" I I \\ 1� „ <br />11'-9 3/8" 84'-13/8" ' 71 /4" 13'-21 /2" 3 =1 1l2 <br />ICI I I 1 1 _J <br />I� W d I 1 M I 1 M I I 03 ci I I �F-3 <br />ILL o LL I 1 LL I I LL- I I 1 1 <br />1 J 1 1 I L J M 07 <br />1 I v C.J. I ' <br />........ ..._. ........ ...--.... ... ........................... .................... 1 I I...... 1...... <br />=__ � .__ILL <br />0 02 ( <br />ICI N 00 DO <br />I 1 1 ++ TYP. I I 1 <br />LF-6 <br />-0'-1 1/2" I' I <br />N �,� I T.O. SLAB T.O. SLAB I <br />\CF) rn� N �i , I — F-1 — F-10 F-10----------- 5- ---- F-1 --- r__ — ---J <br />N — F-8 I\ u Jh M 11 �rj \\ ALL- F-10 — <br />F-1 1 LL'� -- — — — ---- ---� <br />-7 0 --- J I F-1 J 00 31 ra, rn - F-1 <br />L� L-9 L1�--ALL LPL—� ��--- ---� <br />oL a� -9 08 F- T o, (PAVERS r F- `rnL - !-F-9 <br />02/08/10 L ��_'� Lu — — — J � — — — LI <br />N <br />0'-0" ILL OJ Ld 0'-0" IF 8 0'-0" F-8 0'-0" 05 <br />TYP. TYP. LF�9�, u� �gJ TYP. TYP. TYP. <br />-0'-2 1 / ' LLL F-8—LLJ <br />E.O. <br />1/ " -0'-2 1/2" <br />E.O.S. E.O.S. <br />8'.9" 10'-1" 9'-3 1/2" 8'-5" 12'-5 314" Ile12'-5 3/4" 7r ol 13'-4" 21'-l" <br />2'-1" 1' 4" 1' 1 <br />1'-5" 1'�,. 2'_1�� 1'-5" 1'-5" 1'-5" 2'41/2" <br />8'-0 314"1 7'-1 " 12'-01 /2" 12'-7" 1 29'-1 1/2" 35-10" <br />1'-0" <br />Partial Foundation Plan - Building Type I <br />128'-1 114" <br />a <br />0 <br />N <br />N <br />CV <br />E.O.S. <br />m <br />0'-0" <br />TYP. <br />T-51 /2" <br />N N <br />SHEET NOTES <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 />N _ _ L;k!en <br />11=III= 044~ NEERING <br />M��II_I „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 />1 /8"=1'-0" <br />F. Oleck Fl_ PE #5251 <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 />i fax: 407.830.4143 <br />AA0002731 <br />I www.forumarchitecture.com <br />1 <br />3 Meetinghouse <br />at Zephyrh i I Is <br />Senior <br />Apartments <br />to <br />C <br />0 <br />U <br />w <br />a <br />0 <br />E City of Zephyrhills, FL <br />0 <br />U) <br />C <br />0 <br />8 <br />row <br />EDITED BY: <br />z PROJECT NO. 09-2587 <br />