37909-37915 Prairie Rose Lp - Laserfiche WebLink

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110'-0' 30'-4' 24'-4' 24'-4' 29'-8' 14'-4' 16'-0' 1 112'-11 1L?,TT" 12'-8' 1 11'-8' 16'-0' 14'-4' 2 -0' 2'-0 5'-4' 5'-4' 2 -0' 2'-0' 6 A/C A/C A/C A/C 6 5 4'-0' w 4'-0' w 5 w o a w 00 00 4'-0' ASSUMED ELEV. -4' 3'-4' 3'-4' 3' 4' 3 -4• ASSUMED ELEV. 4'-0' MO MO ASSUMED ELEV. MO -0'-4' 5-4' -0'-4' OF IEEFpr 1 1 1 1 v'v ASSUMED ELEV. a cI ASSUMED ELEV. 0'-0' ASSUMED E V. ASSUMED ELEV. O'-O• 0'-0' O'-a- rN■ ■ ■ ID 0 U 0 ® ■ ■ 0 ■ 2 4" RECESS 2 4" RECESS ■ SHW FL SHW FL 5'-0' ■ I • no ■ SHW FL O >R<E FL n' ■ ■ ■ ■ pW DW DW pW ■ 0 0 `o I o � u 6D 00 o 00 00 �/ t0 ■ ■ ■ ai ■ ■ 4" CONC. SLAB MIN. W/ FIELD LOCATE WASHER k DRYER U WAS DRYER 4" CONC. SLAB MIN. W/ FlELD LOCATE COMPRESSIVE STRENGTH OF 3,000 A/C CHASE v�i A/C CHASE COMPRESSIVE STRENGTH OF 3,000 P.S.L AT 28 DAYS W/ 6X6 10/10 VERIFY LOCATION VERIFY LOCATION P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELT. W/ A/C TRADE `n 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 ■ JOINT EVERY 25'-0" EACH WAY AS A/H o ■ /H TERMITES. CUT 1" DEEP CONTROL A JOINT EVERY 25'-0' EACH WAY AS REQUIRED.CVM WH REQUIRED. FIELD LOCATE O FIELD LOCATE • A/C CHASE ® A/C CHASE ■ VERIFY LOCATION ■ VERIFY LOCA710N ■ WASHER do DRYER W/ A/C TRADE W/ A/C TRADE WASHER h DRYER ■ 0 A/H A/H 0 ■ a[ IL--j ®O 4 ■ 4 ■ 4 ■ 4 ■ ASSUMED ELEV. ASSUMED ELEV. -0'-4" ASSUOME 4"ELEV. ■ -0'-4' -0'-4" ASSUMED ELEV. w 8' 3'-4' 4'-0' 3'-4' 2'-0' 3'-4' 2'-0' 8' 3'-4' ■ ■ -0'-4° o ■ -0'-4' 'o ■ ■ -O'-4' `o ■ ■ -0'-4' o ASSUMED ELEV. I ASSUMED ELEV. I ASSUMED ELEV. I ASSUMED ELEV. I 00 ao 00 5 5 5 Tra- 5 :: ■ ■ ■ ■ j w--Ei IIIIIII, Fe 2'-0' 9'-0' 2'-O' 5'-4' 1'-4' 9'-0' 2'-0' �, 9'-0' 2'-0' 2'-0' 9'-0' S'-4' 6 6 6 6 12'-0' 5'-4' 7'-4' 5'-4' 7'-4' 18'-4' 12'-0' 30'-4' 24'-0' 25'-0' 30'-4' UNIT 10-1 UNIT 10-2JUNIT 10-5 UNIT 10-6 SHEET 4 FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCl? WIT THE 2 1l PROJECT NAME: WALNUT GROVE WAYNE BUTTERFIELD (6TH. EDITION) FLORIDA RESIDENTAL BUILDING C DE, FEC 2014, & ASCE 7-10. �� BUILDER: BAILEY CONTRACTING LLC FOUNDAT ON PLAN JOB ADDRESS. � , 4408 Court St. DAVID W. SMITH, PE t , 22-i� 9909 WALLASTON DR. 0r-, LIC.# PE 53608 SCALE 3/16 ' 9— 1 9_ O 9 9 Ze h rhills F1.33542 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 FOOTING W/ (2) �5 KEBABS O 16' X 16° MONOLITHIC FOOTING W/ (2) �5 KEBABS O 12° X i6" THICKEN EDGE W/ (2) � KEBABS O 12' X 1fi' THICKEN EDGE W/ (2) �i REBAR 8° X i6' THICKEN EDGE W/ (2) �5 KEBABS O 30' X 30' X 12" PAD W/ (3) �5 BARS EACH WAY �5 DOWEL EMBED Aq STD. BEND 6' IN FTG. O] PROVIDE 25' PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. SHEET NOTES REF. DWG. S-2 FOR DETAILS O 12' X 20' MONOLITHIC FOOTING W/ (2) }'5 REHABS O 16" X 16° MONOLITHIC FOOTING W/ (2) �5 KEBABS O3 12° X 16' THICKEN EDGE W/ (2) �5 KEBABS ® 12° X 16' THICKEN EDGE W/ (2) /5 REBAR O 8° X 16° THICKEN EDGE W/ (2) ¢5 KEBABS © 30" X 30" X 12° PAD W/ (3) H75 BARS EACH WAY O /5 DOWEL EMBED Aq STD. BEND 6' IN FIG. PROVIDE 25' PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID.