37904-37914 Prairie Rose Lp - Laserfiche WebLink

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F , 1 160'-0' 30'-4' 24'-4' 24'-4' 24'-4' 24'-4' 29'-8' 14'-4' 16'-0' 12-11 1Z'gll 11'-B' 12'-8' 11'-8' 12'-8' 11'-8' 16'-0' 14'-4' 2'-0 5'-4' S'-4' S'-4' S'-4' 2 -0' 2'-0' ■ � 5 5 � 5 L.�,1 5 � ■ 5 4'-0' 4'-0' 8' 4'-0' S � � 01 ■ 1 8' ■ ■ ■ ■ ■ ■ ■ 8• ASSUMED ELEV. 3'-4' 3'-4' 3'-4' ASSUMED ELEV. 4,_0. co 3'-4' 3 4 3'-4 3'-4' M0 3'-4' 3' 4' MO -0'-4• MO MO MO ASSUMED ELEV. ASSUMED ELEV. MO ASSUMED ELEV. -0'-4' -0'-4' -O'-4' -0'-4• ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ - ■ t 1 1 1 1 1 ■ 4v ■ ■ ■ ■ `t ■ ■ v v ASSUMED ELEV. N N ASSUMED REV. 0 -0• ASSUMED ASSUMED ASSUMED ELEV. ASSUMED ELEV. 0'-0' 0'-0•v 0'-0• 0 -pr 0'-0'm ID ID m ID NO SHEET NOTES ■ID ■ ID ■ ■ REF. DWG. S-2 FOR DETAILS ■ Ol 12• X 20• MONOLITHIC FOOTING W/ (2) /5 REBARS ■ tj 2 4" SHW E�S 2 4" SR& E LS 4• S E F LS 2 2 4" S S 5'-0' O2 i6• X is" MONOLITHIC FOOTING W/ (2) /5 REBARS ■ 1 ■ ■ 0 12• X 16• THICKEN EDGE W/ (2) t% REBARS ■ TT ® 12" X 16• THICKEN EDGE W/ (2) 05 REBAR °i " R a O5 8• X IV THICKEN EDGE W/ (2) 15 REBARS N FL SR © JO' X 30' X 12' PAD W/ (3) � BARS EACH WAY ■ ■ ■ ■ ■ IP DOWEL EMBED EC STD. BEND 6• IN FTC ■ pW DW DW DW DW PROVIDE zs• PROJECTION ABV. F.F. FOR LAP. ■ [DW] GROUT CELLS SOLID. 0 I o t0 �� I � i i-- 7 7 ■ � o ■ \J II 6D d OD O II ' 00 I o —O I D ID FIELD LOCALE 4• CONC. SLAB MIN. W/ 4" CONC, SLAB MM. W/ WASHER k DRYER WASHER k DRYER WASHER � DRYER v WA d DRYER COMPRESSIVE STRENGTH OF 3000 FIELD LOCATE d rri COMPRESSIVE STRENGTH OF 3,000 A/C CHASE t) A/C CHASE P.S.I. AT 28 DAYS W/ 6X6 10/10 VERIFY LOCATION ,� a VERIFY LOCATION P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELL W/ A/C TRADE W/ A/C TRADE W.W.M. OR BARRIER ON CLEAN, WELL COMPACTED FILL TREATED FOR COMPACTED FILL TREATED FOR TERMITES CUT 1' DEEP CONTROL ■ o ■ o ■ o ■ ., o ■ TERMITES. CUT 1" DEEP CONTROL JOINT EVERY 25'-0' EACH WAY AS A/H A/H JOINT EVERY 25'-0' EACH WAY AS REQUIRED. COH WH REQUIRED. FIELD LOCATE FIELD LOCALE FIELD LOCATE A/C CHASE A/C CHASE A/C CHASE ■ VERIFY LOCATION ■ VERIFY LOCATION ■ ■ VERIFY LOCATION ■ WASHER Uk DRYER W/ A/C TRADE W/ A/C TRADE Fl A/ LOCATE W/ A/C TRADE WASHER h DRYER A/c CHA t VERIFY LOCATI ■ A/H W/ A/C TItAD A/H A/H ■ 0 4 ■ 4 ■ 4 ■ 4 ■ 4 ■ 4 ■ ASSUMED ELEV.OIL ASSUMED ELEV. ASSUMED ELEV_ ASSUMED "ELEV . A1S4 ELEV. Y -0'-4 — ■ -0'-4' -0'-4' 8' 3'-4' 4,_p• 3'-4' 2'-0' 3'-4' 2'-0' 2'-0'-0- 8' 3'-4' ■ ■ o ■ o ■ ■ Co. ■ ■ o ■ ■ o ■ ■ o ASSUMED ELEV. 1 ASSUMED ELEV. I ASSUMED ELEV. 1 ASSUMED ELEV. I ASSUMED ELEV. I ASSUMED ELEV. I 60 00 6D 60 60 60 5 5 5 5 5 - T ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■T- - ■ ■ ■ ■ FFa ■ ■ ■ 9'-0' 2'-0' S'-4'2'-O' 9'-0' 2'-0' 5'-4' 9'-0' 2'-0' 9'-0' 2'-0' 1'-4' 9'-0' 12'-0' 9'-0' 2'-0' 6 6 6 5 6 6 6 18'-4' 12'-0' 5'-4' 7'-4' 5'-4' 7'-4' 5'-4' 7'-4' 5'-4' 7'-4' 18'-4' 12'-0' 30'-4' 24'-0' 24'-8' 25'-0' 25'-0' 30'-4' UNIT 10-1 UNIT 10-2 UNIT 10-3 UNIT 10-4 UNIT 10-5JUNIT 10-6 SHEET 4 1 s FOR. I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED PROJECT NAME: WALNUT GROVE WAYNE BUTTERFIELD DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2014 (5TH. EDITION) FLORIDA RESIDENTAL BUILDING CODE, • FEC2014,&ASCE7-lU. � I FOUNDATION PLAN BUILDER• BAILEY CONTRACTING LLC .� l JOB ADDRESS: DAVID W. SMITH, PE � 4408 Court S t. 9909 WALLASTON DR LIC.# PE 53608 SCALE 3/16 =1 - 0 Ze h rhills Fl. 33542 DESIGNER: LARRY DEMONTMOLLIN p y DADE CITY, FL. 33525 PH. 352-521-0865 SHEET NOTES REF. DWG. S-2 FOR DETAILS 12• x 20' MONOLITHIC FOOLING W/ (2) /5 KEBABS O ts' x 1s' MONaunlc FooTINc w/ (z)15 REBARS 02 12' x 16' T111CKEN EDGE w/ (z) �i KEBABS O 12' X 16" THICKEN EDGE W/ (2) �i REBAR 8• X 16• THICKEN EDGE W/ (2) j5 KEBABS t�5 30' X 30' X 12' PAD W/ (3) j5 BARS EACH WAY DOWEL EMBED Aq STD. BEND 6' M FIG. O PROVIDE 25• PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID.