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110'-0' <br />30'-4' 24'-4' 24'-4' 29'-8' <br />14'-4' 16'-0' 12'-11 1Z'�114' 12'-8' 11'-8' 16'-0' 14'-4' <br />2'-02'-0 5'-4' 5'-4' 2 -0' 2'-0' <br />6 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />� 5 o 5 � <br />4'-0' 4'-0' � 5 <br />o as <br />OD <br />ASSUMED ELEV. 3'-4. 3'-4' 3'-4' 3'-4` 3' 4' ASSUMED ELEV. 4'-0' <br />MO M0 MO ASSUMED ELEV. <br />-0'-4" <br />1 1 1 <br />ASSUMED ELEV. cu cu <br />ASSUMED ELEV. <br />0'-0' ASSUMED V. ASSUMED ELEV. 0'-0" <br />0'-0° 0'-0° <br />0 ID 0 ID <br />2 4" RECESS 2 4" RECESS ■ <br />SHW FL SHW FL 5'-0' <br />■ a WFL <br />O • RE a ■ <br />SSHW FL <br />■ ■ ■ <br />DW DW <Q)/ DW pW <br />0 <br />0 <br />o �p <br />I <br />I I � <br />000 <br />I I I <br />o O 00 <br />`D <br />31 <br />4' CONC. SLAB MIN. W/ WASHER & DRYER vi WAS & DRYER 4' CONC. SLAB MIN, W <br />FIELD LOCATE U FIELD LOCATE / <br />COMPRESSIVE STRENGTH OF 3,000 A/C CHASE v�i A/C CHASE COMPRESSIVE STRENGTH OF 3,000 <br />P.S.I. AT 28 DAYS W/ 6X6 10/10 VERIFY LOCATION VERIFY LOCATION P.S.I. AT 28 DAYS W/ 6X6 10/10 <br />W.W.M. OR BARRIER ON CLEAN, WELL W/ A/C TRADE ti W/ A/C TRADE W.W.M. OR BARRIER ON CLEAN, WELL <br />COMPACTED FILL TREATED FOR <br />COMPACTED FILL TREATED FOR <br />TERMITES. CUT f DEEP CONTROL ■ o ■ o ■ TERMITES. CUT 1' DEEP CONTROL ■ <br />JOINT EVERY 25'-0' EACH WAY AS A/H A/H JOINT EVERY 25'-0' EACH WAY AS <br />REQUIRED. REQUIRED. <br />cv, <br />FIELD LOCATE O FIELD LOCATE O � <br />A/C CHASE A/C CHASE <br />■ VERIFY LOCATION ■ VERIFY LOCATION ■ <br />WASHER & DRYER W/ A/C TRADE W/ A/C TRADE WASHER & DRYER <br />■ A/L1 A/I{ 0 ■ <br />® ° <br />4 ■ 4 ■ 4 ■ 4 <br />ASSUMED ELEV. ASSUMED ELEV. Y ASSUMED ELEV. ASSUMED ELEV. ■ <br />-0'-4' -0'-4° <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />8' 3'-4' 4.'-0• <br />-0'-4' o -0'-4' -0'-4° -0'-4' <br />■ ■ ASSUMED ELEV. I ■ ASSUMED ELEV. �i ■ ■ ASSUMED EIF/. ,� ■ ■ ASSUMED ELEV. �i <br />ao 00 � <br />5 5 =m- <br />'12'-0'm IR FFO-1 IKE <br />2'4' 1'-4' 9'-0'2'-0'9'-0`'" 9'-0' 2'-0' S'-4" <br />6 6 6 6 <br />18'-4' 12'-0' 5'-4' 7'-4' 5'-4' 7'-4' 18'-4' 12'-0' <br />30'-4' 24'-0' 25'-0' 30'-4' <br />UNIT 10-1�UNIT 10 22 UNIT 10-5JUNIT 10-6 <br />SHEET <br />4 <br />FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH o1'f PROJECT NAME: WALNUT GROVE <br />WAYNE BUTTERFIELD (6TH. EDITION) FLORIDA RESIDENTAL BUILDIN ODE, <br />JOB ADDRESS: FEC 2014, & ASCE 7-10. �s BUILDER: BAILEY CONTRACTING LLC FOUNDATION PLAN <br />DAVID W. SMITH, PE 9 9 9 9 ) <br />4408 Court St. -�2�� — <br />9909 WALLASTON DR. LIC.# PE 53608 SCALE 3/16 -1 0 <br />Ze h rhills Fl. 33542 DESIGNER: LARRY DEMONTMOLLIN <br />p y DADE CITY, FL. 33525 PH. 352-521-0865 <br />SHEET NOTES <br />REF. DWG. S-2 FOR DETAILS <br />12` X 20° MONOLITHIC FOOTING W/ (2) �5 KEBABS <br />Ol <br />16' X 16' MONOLITHIC FOOTING W/ (2) �5 KEBABS <br />O2 <br />12° X i6' THICKEN EDGE W/ (2) �5 KEBABS <br />0 <br />12' X i6' THICKEN EDGE W/ (2) $5 REBAR <br />8° X i6° THICKEN EDGE W/ (2) ,�5 KEBABS <br />O5 <br />30° X 30' X 12' PAD W/ (3} �5 BARS EACH WAY <br />$5 DOWEL EMBED Aq STD. BEND 6' IN FTG. <br />�] <br />PROVIDE 25' PROJECTION ABV. F.F. FOR LAP. <br />GROUT CELLS <br />SHEET NOTES <br />REF. DWG. S-2 FOR DETAILS <br />Ol <br />12' X 20' MONOLITHIC f00RNG W/ (2) �5 KEBABS <br />O2 <br />i6' X 16' MONOLITHIC FOOTING W/ (2) �i KEBABS <br />O <br />12° X 16' THICKEN EDGE W/ (2) #5 KEBABS <br />® <br />12° X 16" THICKEN EDGE W/ (2) �5 REBAR <br />O5 <br />8° X 16' THICKEN EDGE W/ (2) #5 KEBABS <br />© <br />30° X 30" X 12" PAD W/ (3) �5 BARS EACH WAY <br />�] <br />�5 DOWEL EMBED Aq STD. BEND 6' IN FTG. <br />PROVIDE 25° PROJECRON ABV. F.F. FOR LAP. <br />GROUT CELLS SOLID. <br />