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I - - I 1 1119' II' t I I 11 In'.HI 1' I'll IAll11111 111111"1 0' 11 ' 11 1 I I I -_ I I I I I L I I - - - FOUNDATION PLAN NOTES: 11. COLUMN DESIGNATION SHOWN THUS O ON PLAN. FOR SIZE AND 1. SLAB ON GRADE TO BE 4" THICK CONCRETE OVER VAPOR BARRIER REINFORCING SEE SCHEDULE ON S3.04. CONFORMING TO ASTM E-1745 ON COMPACTED SUB -BASE AS PER GEOTECHNICAL REPORT REINF. WITH 6x6xW1.4xW1.4 W.W.F. (FLAT T/COLUMN SHEETS) CENTERED IN SLAB. SUPPORT WELDED WIRE FABRIC WITH 2" ELEVATION SLAB BOLSTER OR APPROVED EQUAL O 3'-0"(f) O.C. BOTHWAYS. USE C1 COLUMN OF CONCRETE BRICK IS NOT ALLOWED. TYPE 2. TOP OF SLAB ELEVATION SHOWN THUS '- " ON PLAN EQUALS REFERENCE EL., FOR ACTUAL EL., SEE CIVIL DWG'S. CARRIED 4.0 3. FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWING S3.01 THRU COLUMN S3.04. 65'-0" 4. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S1.01. 12. COORDINATE LOCATION OF CONTROL JOINTS (SAWCUTS do TOOLED 3'-4" 7'-4" W-0" i '-10" 44'-6" 5. FOR FOOTING SIZE AND REINFORCING SEE SCHEDULE ON S3.04. JOINTS) AT WALKWAY SLABS WITH ARCHITECTURAL DWG'S. CONTROL s. ( )DENOTES TOP OF FOOTING ELEVATION. JOINTS AT EXPOSED TO WEATHER WALKWAYS SHALL BE TOOLED WF2.0 "WB" WF2.0 "WB" 7. TOP OF FOOTING: ELEVATION O INTERIOR = (-2'-0") JOINTS. 13. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITH -- - I ELEVATION O EX = - - DOWELS TO MATCH, U.N.O. ALL CELLS AT REINF. LOCATION SHALL BE TYPICAL U.N.O. D OUT HOLE AT BASE WITH ROUT. PROVIDE INSPECTION CLEAN E I ---- r ---_- - ---- - r _- l - ---- ------------------- -------! - ---------------_--- 8. DEPRESSIONLOCATIONS AND LIMITS NOT SHOWN ON WHEN OUR HEIGHT IS GREATER THAN 5 FEET. c 1 - -_ "` -_ _ - - - I PLAN SEERARCH ARCHITECTURAL 14. LOCATION OF MASONRY CONTROL JOINT NOT SHOWN. COORDINATE WITH ` I 9. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DWG'S. ARCHITECTURAL ELEVATIONS. SEE TYPICAL DETAIL 4-002/S3.01. �► I I� 4 ! I j 0. TYPICAL WALL REINFORCING SCHEDULE: 15. GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL WALL I ! A. 8" CMU WALL REINF. PENETRATIONS REQUIRED FOR MECHANICAL EQUIPMENT AND PROVIDE A PRECAST LINTEL AT ALL OPENINGS REFER TO TYPICAL DETAIL " " " W/ 1-#5 O 32O.C. VERT. AT WAWALLS 4-004/S3.02. -� W/ 1-#5 O 48" O.C. VERT. AT "WB" WALLS C41 ` ( i IC*4 B. PROVIDE ADDITIONAL 1-#5 VERTICAL EA. SIDE OF ALL WALL OPENINGS AND INTERSECTIONS. Imo-' - WF2.0 "WA" i SLOPE CONCRETE SLAB ON GRADE TO FLOOR DRAIN, TYP. SEE ARCH. FOR ELEV. - k TS-1.5 --- I . I I TS-1 5 31 f. 1 47, 4" V lid, WF2 0 "WA" I ---------------- ---- -- ------ - - - - - - - - - - - - -------- --- �, ,T L- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - - - - - - - - - --- N N WF2.0 "WB" WF2.0 "WB" I ! I' . 1 I o I� I� 0i T i I 1 I ! I I � I I v I - 'SEE FNDN NOTES I I -- --------- o ; o N' i I ; t- ! I I' ! - -- I II I N HSS 3" DIA. (X-S ONG) ! I ! HSS 3" DIA. (X-STRONG) I I' I STEEL PIPE COLUM14 FOR i i STEEL PIPE COLUMN FOR II I i W BEAM SUPPORT. WRAP i W BEAM SUPPORT. WRAP I ! I I CMU WALL AROUNC PIPE i CMU WALL AROUND PIPE AND POUR SOLID 1 AND POUR SOLID F4.0 i I ....-- -- - �- -- -- -- -' -- -- --- ._- 1 - - F4.0 4.0I 3-� WF2.0 "WA" WF2.0 WB ____ v ________L - - - - - _______ __ _______ ___ ___ v ______________------ .�I ______-___ }I 77 - I _ _ ___ --- -- - - - - - - ------------ ------ ------------ -- I14'-D" ! I ..1 I I 1 . w t M / w / w 1 w I L_ rJ 6- 3-4 7-4 6-0 4-4 6-0 3-4'� ' I 'I i S2 L- - - - - - - - - - - - - - - = I I I 13 I 13 i' Io 3 I I I I N I IN I! 0 F3.o �- - I o N', I _t- I 4-t ------- t 4.0 ---- -� __ �. +--�7-77 -7 7- ---_---__J� I' I.__ - ------_.___- I_ I I----------- -� - -I ----- -- - _ .-...-----..-_f o - _ T1 _.._.. -_ - -._. F3: T2 F�.o -T3 I I L - - - - WF2.0 "WA" i I { ---------------- I 11'-104" 11--10j" 11'-10 w I.- i -- - - _ _ _ - L v WF2.0_WA" I 3/ 0. �. 3. 4w �. ----------J 40 ij I s 4 4 40 lit N ---------------------- ---- _ 11'-4" 4'-4" 2'-0" 5'-4" 4'-0" 6'-8" 4'-0" 5'-4" 2'-0" 4'-4":i L 12'-8" 36'-4" i I TS_1.5 [ ®I I n ARMANDO A. CASTELLON, P.E. - - FL. LIC. No. 43453 F3.0 T5 foundation plan w O scale: 1 /4"= P-0" 4.07 4.0 4.0 Signature Date I (si) I �I .I LO 'IT No LO LO O I 1 r C U 0" •� 0Oao4N �■ 00C �r c a O O s C U� Q 0 00 D CV M O aC U �' a� 0 } C 7- O O s C3 c � a L 0 a LO O U Z o N � Z Of J W o N W :) W P V)Z v~inN o'*' E NM�v d Z z W rM CCx -J QoZ aI-o a U W 0F8 73 n ndNS N I W mm kOaC�OM W © copyright ' revisions: drawn: checked: date: prof. no: CN M � M a C3 > N � 0 NO � s C5 s 1-0 a 1.O N sc/d m rd 1-15-08 P07-15B S2.01 P:\2000 Projects\2002 F K Collaborabve\2002-010 Sonnys Prototype - Zephyrhills\Sdwg\S2.01.dwg, 2008-02-27 1:38:13 PM, Noel