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co a) 11 (1) 0 Q r` M d' N 0 0 t co 04 0 a 3 cM P'M O rl- Co LO N C 0 U 7 0 ti C0 LO N t n. aD Q m 0 0 L a) 2 Z W N 4 d g Q .o 0 z Q U n: 13'-3 112" 12'-10 1/2" 11'-9 3/4" 7'-2" 10 11'-9 3/4" 12'-10 1/2" 225'-5" 47-4 1 /4" ED 12'-10 1/2" 11'-9 3/4" KEY NOTES 0 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET 06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION SHOWER. SEE S3.01 FOR DETAIL NOTES 07 FLOOR DRAIN. IN RESTROOMS, SLOPE TO MEET B REFER TO SHEET S3.01 FOR FOOTING DETAILS CODE REQUIREMENTS. C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF 08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT CONCRETE SIDEWALK LOCATIONS WITH PAVER BEING USED. FINISHED FLOOR AND TOP OF PAVER TO BE LEVEL D COMMUNITY CENTER PORCHES TO RECEIVE PAVERS. GC TO COORDINATE SLAB DEPTH WTIH PAVERS. LEGEND PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR MAY NOT BE REFERENCED ON THIS SHEET ACCESSIBILITY ----------- EDGE OF FOOTING BELOW EDGE OF SLAB 0 KEY NOTES �- MAY NOT BE REFERENCED ON THIS SHEET -- CONTROL JOINT 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER NO STEP TERMITE TREATED, WELL COMPACTED SOIL BEARING WALL 02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS 03 CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE TYP. CONTROL JOINT/ CONSTRUCTION JOINT DTL. 3/S3.01 04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) 05 CONDENSER PAD: REFER TO S3.01 FOR SIZES. GC TO COORDINATE PAD LOCATIONS WITH SITE CONDITIONS. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL 05 - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW 11'-9 3/4" 12'-10 1/2" 13'-3 1 /2" 3/4" 1'-1'8'-5 1/2" 3'-4" 1'-0" 8'-9" 1'-1" 3'-4" 8'-5 1/2" 1 -1' 13'-3 1/2" 5'-11" 23'-1 3/4" 1'-1�8'-5 1/2" 3'-4" 1'-1 8,_9" 1_09'-1' n IJ ❑ 3' F-8e:] -4" 8'-5 1/2" -0'-2 1 /4" 0f_0�� E.O.S. TYP. F-1 _ F-8 F-8 F-8 F-1 F-8 r ttf — —LN- — 1 —LL+-tu— of — rr O O r; N L% r-ra' a - O r -7 1 /2" A8,05 d O 0- N O F IF-; J I I� r F-9tL O L�F-9 00 I O ao E.O.S. ao O 1 ��U5 1i O �F- r- li 1 O a0 I I I 0 "F-91 I F-9� `LF-9zo F-1 �— s12— � F-1 , ,� I I �— -- � F-1 � —(a — � F-1 F-1 F-1 "- — � ICI F-1 �--� � � 1 I ,\\ F-1 `� F-1 L SD — J F-1 N F F-3 �� rJ M I F-3 r —;�- F-3 I— / F-3 F-3 1 I --- 11 r---- —,.- F- I �r — — — -, 1 04 ! I li I I I 1 I j— I I I I �, 04 -0'-3/4' ! I Ire ! 1 04 I 1 0 I I � 1 1 1 2 I I I I , I I LL T.O.SLAB TYP 1 � I I I I l u- I; I I I I r 1 lu- cq l 1 I 50'-6 314" I I S3.12 T 1l2� I 1 F I 03 I ! �i ! 1 ! 1 ! I ! I 50-s 3/4" ! 1 coI I I I---—� I I I I cal I �r1 L LL ..... II �? I I I, I I------J 11 M 06 u- I i 03 cy — N I I '-` i 06 I 1 N 11 11 06 i I cv I I 03 -- — — 06 0303 I I 06 1 I I I 1 II II 1 I F-3 1 .......... _ ....._ a .. I 1 ....... ....- _ �, I 1 06 L IT I '�7 I I 02 01 1 ° O 02 ® OQ o1 I C] 1 Lt— _ _ = t� I I- O � OO � 1 �, I° ° �J I u ° °1 �u 1 1 I 1 I 0-0 1 �I I I r NILD E:11 -7 112" _ I I _� 1 I I I �_ I L 1 I —� -6" E.O.S. ,— — - _ _ I - I _CD ® ---- ---- —------- _— ---- - ----- �j1 1� ------ J — -- ------ —------------ -J—� ' �— —J 1 L—f —� �— E.O.S. _17 - - - r ---- - F4 I N — — F-4 1/4" _1 -1/4" -1" — — - — F-1 ------ L--------- ---- —=-- ------ L—----------- L_-- ----- ----- — 1 C.J TYP. TYP. F-4 F-4 �: V -1/4" F-4 F-4 TYP. TYP. F-4 -14" F-4 F-4 N �o F-4 F-4 — F 4 — — 07 — — — U — — — — F-4 _ U �' cU F-4 F-4 07 F- F-4 ? LO U -------- --- -� -- U _ U r— -- U'--------- U--- -----U —4 ----- U'---------- --- U'---- _ F-1 -' -- -- C.Jr C.J. 00 U — — LO --- ---- _.J F-4 _-_—--------- ---- -L f—� I _—�_ J------ r— �_s--- r �_ —_s--- --- r—�_-----z_ — — — J El ❑ 11 _ I I 1 1 1 I I 1 I I I o2 i I C.J.II I I 1 - I - 02 I I I �' I I 03 02 , N I I I I I I o2 ° ° ° ° I I 1 r� �I I I I o1 77 `LI I "I I r� �1 1 1 JI° ° ° 1 El ® L_ I O I I 03 O❑ L I I 00 L J ® I 00 L J I 00 L J ® I I 00 ... • r 2'-31/2" 1 I 1 I 1 1 1 I I I I UI I U- I I ❑L_ 13'-2 /2" I I I 1 I 11 I ! 13 -10 1 /2 7 1 /2" I I 26 -6 3/4' 7 1 /2" �6 61/4 13 2 1 /2 03 I 13-2 1/2 --LLI i I I r I_ I i L. F-3 , 01 I I N I I M I I ! 1 I I — — — — — — — = — — — F-3 -, 13'-2 1 /2' I F-3 I c? r2r -- -- — — I I F3 I I --- El ❑ I! I I u_ 1 1! 1 c� l I 1 ---- — I I 1� � I I �� r; N r--- ---� I 03 I I a I I I I I I -- F-3'---, ! I I �_�._----� I I r-------, I 1 -- -----, I 1 I o1 r----T----� I� N I I 1 I I I I I I I I F-3 I I I ,d -0 -3/4 I- I C.J F-6 I I I LE-6 I I 1 I `�' I I I I I cal I I M I I c? _f... 1T.O.SLAB TYP.I I: I co I I I I 1 I _ I �1 �...cn. �_. I u.1 I N I I U_ 1 I T.O. YP1 �i_ I I I I co`° I 1 1 `'' SLAB T M M I - r_ 04 1 I 1 1 I I 1 I LL I l o I N I o 1 ti I to t li Ii I l I N I I 4 v2° I 1 1 I I -7 I I T I I I I I ! I I ILL I 1 T I I I I I I 1 ---- I--------� I I 04 I I 04 N N I I F-3 1 0 — ;�_ F_3 -� ,� _ I- I I I I I I I I I I I I — F- Z _ — F_3 _ J N E . O. S . L- F=3 — — — J I L_ — F=3— -- —� I— — F=3— -- J 4 1 /2 ' I L_ — F_3 I---�� I I N rn� / 1-�'�-- I-��---J I�---J I-sr---J �,, I — ----� r— -- L— J F-1 -QI --� F-1 r— --I I �i ' -9 rn I r--I� —� 1 r-- --, 1 �i — — i � I -- — 1 F ,�. \\ IIr I I ,�. r I N IF I III ' LL I O rn I °�° li IF-9� O rnF-91 1 1 M I F-1 IF-9� O a�F-91 I I I F-1 IF-9� O rn I I' I I F-1 u 1F-9� O rnF-91 L J F-1 — IF-9� O wF-91 I' I I F-1 N L_ -9� O a?F-9 F-8 F-,9J L� _ J F-9 (�} L-, LL--1 : Z� O I. J L� V-J F-8 �LL J I.L� V- c° �� V-� �/ V- L� J �-� J I L o - �� J �� I co —i d (V — F-1 F-8 -7 1/2" �N F-8 F-8 F-1 - F 1 F-8 F-1 F-8 F-1 F-8 F-1 -7 1/2" N F-8 F-1 -0'-21/4" 0'-0" - E.O.S. E.O.S. -01 -2 0'-0" E.O.S. TYP. TYP. E. .S. TYP. TYP. N 9'-1 " 8'-9" 8'-3 1/2" 11'-4" 3'-4" 8'-5 1/2" 8'-10 1/2" 9'-1 " 5'-2 1/2" 5'-2 1/2" 8'-9" 9'-1 " 81-9" 9'-1 " 8'-9" 9'-1 " 6'-9 1/2" 8'-3 1/2" 8'-9" 9'-1 " 7.1 1'-11, 1�_1„ 1_1,� 101/2" 1'-7" 1'-1" 1'-0" 1' 1„ 1'-0" 1�_1� 1'-0" 1�_011 7'-2" 19'-11" 19'-7 1/2" 12'-10 1/2" 13'-4 3/4" 21'-6" 1 -1" 19'-11" 7'-3 1/4" 19'-11" 7'-3 1/4" 19'-11" 15'-1" 19'-11" T-2" 5 -5 Foundation Plan - Building T III Caren =III=111 �� 1 =III. ENGINEERING 1 /8„=1'-0" 11=111'�� GROUP ,�I_ w FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com R.F. Gleck Fl- PE #52514 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.corn Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: L 11125109 ProOress Sef... _ .... .Set......... I EDITED BY: PROJECT NO. 09-2587 Bu��d�ng TYPe �� .......... Foundation Plan S3.31