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® SHEET NOTES co 0) 11 U a N c; CD N O N 0) C 0 CD A CO CO U),w z J� t=3 05 05 05 Q 192'-3 1/4" 2 7'-9 3/4" 19'-11" 01 14'-5 1/4" J 19'-11" 13'-4 3/4" 12'-10 1/2" 11'-9 3/4" 19'-11" 14'-5 1/4" 19'-11'° 11'-9 3/4" 12'-10 1/2" 13'-1 3/4" , 'e- '? 1 1'-1" ?PeEl 11 0 LI___J1 - 8'_9" 1'-0" 9,-1" 9'-1„ 1'-0 8'_g" 1 -1 1 -18'-5 1/2" 3, „ -4e- I1 -1 8'_9" 1 ° 9-1' O O Oe 9'_1„ 1 -° 8.9„ 1 -1 3'-4" 8'-5 1/2" O E E l 3 3U -1 J ej -0'-2' 011 O ED, ; C►, S. TYP. Fi i o Ej o :il l O, S. TYP. O O O l r 0-0 0-0 I F-8 I F-1T TYP. F-1 TYP. F-1 F-8 F_8 I F_8 F-1 F-8 F-8 `- 0) or.- -mot- — 'F-9 I—�iF-9' — — —I N F- — — �� = r (Z o ®o D_ — — --I T I-- — — �) °i� _ r O r a o r co O F-1 F-9" O �-F- ao = ° - ® ! -9L� O LLF- - c�" Fs9� O �-F- �� I O �)- L! _ I I TI � e F-1 I `'�1 I u.- I I i F 1 F-1 I I I , F 1 J L� - LL ! \, _ _ �f �- F-1 F-1 I °- —t �� '- F-1 F-1 - �- —' _J L-- i P —J I--��----I I----,a--J L-- , r F-3 3 J ems` I I— -3 r--------I/ I F-3 3— *e-------I F-3 3 v I I Lj -3 r----- - -r F-3 3 r-------� O -0'-1/2" I� I I� I I� I ,� � N I I I-0°-1/2" I s°° I I T�O.SLAB TYP. i I I I i 1 1 04 I I I U_ I I T.O.SLAB TYP. 3 03ILL I I I oa l! - !9 1/4" _ I 13 10 1/2"12 0 1 /2 12 1011 /2 I I I 66-10" _ I I -- 12'-10 1 /2" I 9 1 !4" 12'-10 1 /2" I I I ( I I I � I ---F ----I t-- — —— -3 — — --� 0101 I I "' I I I ---3 -- F�-- ° I -,; co I II EJRI Cd — -- —j v �` `4 I I °s L` I I I 0'-0" �' i I _ — _ ,� 0 -0 cv I j U I' I os T; I C.J. I I I TYP. I C.J. i I '� I /� C.J. I II ! i --� ! 1 _ � I LO ILL (J El _ os 0s I os 2 I 01 I�' I ` 02 03 I I I 02 ® I E S3.12 I I O I �! I �€ I I L� I I� I � NI I I I I I! I ca I -� _ lI L; I, I I _Q I III U - - - -__- _ �j-_ — — — --- ------ �'� I- -� —--�I——J _�— �— /411 c� CO -5" �— ---- �1/4" t� ---F-� --®-- F-4------F-4 ------ TYP. TYP. 07 'F-4 `_ TYP. 07 ---- F-4 ---- , ua I E.O.S. I - �. -� -z -� -� - ti iD F-1 L— F-4® —®' ---- F- ---�' F-4 U------ �' F-4 v;----�------------Q F-4 -1/4" -� F-4 C.J.------- ---_ ---- — —------- - _ - TY 4 - P. i---€-----� f-� ----- - �_ ��--- r®�_ _-------® -- ---L__ --�_-�--- €� ---_ J - - - - - - I -- - v 02 I 1.C.. I I I I — I 0I 1 I I 02 I I I I I 177 00 r E III /�01 1102 r OC I? ;zt � OL7 j 1 I. 03 ' LJO"; 03 I I L.JO d LF OLJ ® LJ U �. ! I 4 I ! I I I 91 /4 I! !_ 2.3/2" C.J. I I 13 21/2" 13 11 1/8 I I 13 78 24'-27/8 C.J. I 13'-11 1/8 12-101/2" 12'-101/2" 38-2 C.J. 14 ILL ! I � qu- I I 0 -0 I I F-3! i F-3 I I 0'-0" I :I ! U — — F-3 _ li I I li I — — — — aL — — I N F-3 I I I I TYP. I o3 — I TYP. I I- 1 1 N I r-- ----J I j �I-- ---� r — — — — --- ILL CD —1 I I I I I I I I ! —ab — 0' 0,e 3 l i N ! I c I I I o1 T.O. SL B I I I 03 I I I I I I --�! I I c� c� I I c> I F-� I� a I l i ! 1 U I `� I I _ ._ .„ 3 , I I I I I r I r i I I I I LL I 0 1 i2 I ! <0 F-3 I I �L f� F-3 I I I I o4 ! I I' I T O.SLAB, TYP I 11 I j oa I I I r N L_—_ 0a�— -- J I _ I L_--- r'— ��------J I -3 �` ----- __� \�— F-3 `� --- —�--- �— ----3s----- — F-3 I L------J i —! F-I - �'� L_ I F-1 3 F-1 r— I -J ,�°� _ r-- F-1 �- 3 F-1 F-1 r I I L F_1 11 I ,I I I ao r o _ p o- I I N F-1 F-1I� O I °° a O� 9� O oTF_ P , _ I eL L_ ®— i — — F-9� O a�F-9 LL 9� O LL! 9� O o;F-9 _ — _J Ls — — �;' a ON TF-9. i LI_ ;a -- 69ILL 0 I I .- -4- _1 F-8 —7" F-1 F-8 F-8 I - 31` F-8 F-1 L F-8 0,_0,. M o I F-8 0'-2" 3 0�_0« E.O.S. E.O. TYP. TYP. i -0'-2" I r I O. YP. TYP. N 9'-1" 8-9' 7'-21/2' 6-91/2' 9-1 8-9 8'-51/2" 3'4" 8'-9" 9'-1" 9'-1" 8'-9" 3'-4" 8'-51/2" 1'-1 " 1'-1 " 1'-01 `-01-11'-11, 1-1 " 1'-7" 7'-2" 19`-11" 15--1 Ae 19'-11" 13'-4 3/4" 12'-10 1/2" 11'-9 3/4" 19'-11" 14'-5 1/4" 11 19'-11" 10'-2 3/4" I 14'-5 1/2" 13'-1 3/4" 192'-3 1/4" , Partial Foundation Plan - Building Type I 1 - - -,nh in 3 7n MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION NOTES B REFER TO SHEET S3.01 FOR FOOTING DETAILS C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK D COMMUNITY CENTER PORCHES TO RECEIVE PAVERS. GC TO COORDINATE SLAB DEPTH WTIH PAVERS. PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR ACCESSIBILITY KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL 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 - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW 06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN SHOWER, SEE S3.01 FOR DETAIL 07 FLOOR DRAIN. IN RESTROOMS, SLOPE TO MEET CODE REQUIREMENTS. 08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT LOCATIONS WITH PAVER BEING USED. FINISHED FLOOR AND TOP OF PAVER TO BE LEVEL ® LEGEND MAY NOT BE REFERENCED ON THIS SHEET ___________ EDGE OF FOOTING BELOW EDGE OF SLAB CJ - CONTROL JOINT NO STEP BEARING WALL = KEY PLAN - _ •�� McL2k!en T1=LNEERING rlle r{II :V11 GROUP FL CofA 47992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com 1111 6,0,80 tt: i' 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.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25109 , _Progress Set - 12109109 60% Progress Set _ 12/17109 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 08125/10 3 Misc. Coordination 3 EDITED BY: PROJECT NO. S3.12 09-2587