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NOTE: • WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDING CODE 15 TO BE IMPLEMENTED. CONCRETE 5TRENGTH IN THE5E AREAS TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.5.1.5HALL BE REPLACED WITH 3000 P.5.1. FOR THE CONCRETE STRENGTH. • 5EE 5HEET YN FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING. W.W.M. PLACED IN 1/0" 5AW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNE55 WHERE YHON OR FI13ERME5H ON FOUNDATION PLAN REINF. (5EE PLAN) °U Lu CONTROL JOINT DETAIL N.T.S. - 15 CONT. REINF. 5EE - FOUNDATION FOR QUANTITY $545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR e - TYP. (UN.O.) - .. ALTERNATE THE REINF. BARS SHALL BE CONT.AROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORN E R BAR DETAIL N.T.S. 1 it .q z 54'41 0 -0" 4'-4" 5'-4" 6' 0" 5'-0" 3' 10" 4'-0" 3' S" 3'-10" 5' 0" 5'-4" 4' 0" 414" 4'-8" N 0 ■ ■ �I■ ■ �I ■ ■ ■ ■ ■ �I ■ mI ■ ■ i rj QJ I I I I I I I I cn 61 I ry I I l I X I I I N I ■ I I � �) I I I I � Ql I I cYl ■ I i CJ. CJ 24"r3b"xl2" D. --_-------------------- fi------------------------------------------------ --T ----------------- -------------- CONC. FTG. W/ L =d- 23'-3" I (3) 15 BARS E.W. ■ I I i I ■ I /,� �.;� CIO 1 - Ij 5"xb" FTG, W/ ■ I 30"x 30x12" D. CONC. I Y3 I I 3/4" RECE55 I FOR ENTRY PITCH I/b" / FT. I 05 GONT. _ FTG. W/ (3)115 BARS E.W. 1'-0" I I I 33'-0" I 14 -S - PITCH p 1/6' FT.z '2 UI vI mil UI vl L i 4_ O I ate i M I I i I I I I I ■ z s , C.J.------------------!---------------------- G.J. ---- I --- -- -- ■ — — ■ ■ .,-. __ 4b"x96" ---!--------------------------I------------- ----- GONG PAD I I ELEVATION AT 0'-0" (A55UMED)■ 1 I 0- 1 G Ib xl2 D. 3.5" THICK, 2500 OR 3000 P.S.I. —� z fl i I rPj I PITCH i o GONG, CONC. FTG. W/ CONCRETE 5LA5 ON GRADE W/ I U, l I I I I/b I FT. Q (3) BARS E.W. 6x6 WI.4xWl,4 ME5H OR FIBER i MESH OVER b MIL. VAPOR i i I PII o I } i o■ BARRIER ON CLEAN, WELL - I I IL—J I I � — �� I �' I � i 10 � TYP. AT ONE-STORY T O COMPACTED, TERMITE TREATED, I TYPE FOR STEM GRANULAR FILL, WALL OPT.) a 23'-b" I 53 �- c.J. I —- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I e.J. ---a---------- --------------------------- cJ. I ------ --- -------------------------I------------------ c.J. -- I ■ i i III ° I i 30x 30N20" D. GONG. 1 I FTG. W/ (3) 05 BAR5 E.W. I I uL-Ll I e I ■ L — — _N�j 1 I O K I S3 I J TT N ---------------------------------------------- 19'-6" ------------- --------------I------------ 4' 6" 15'-6" --------------------------------------------------------- I 20' 6° --- -- TYP. AT ONE-STORY I (5EE JJ/53 FOR STEM ■ i i I i WALL OPT.) Y3 3b1'xb0" 5HOWER PAN i (VERIFY DRAIN LOCATION) 14'-5" 8'-1" I I 14'4' 2'-3" 2'-4" I I I I ■ Imo- I r —_ —_—_—� i I f OPT. f oPr— I i Oil I III DRYER I I WASHER I vl L _ JL GOND. 2x6WALL— ' 42 x\_� I A/C PAD 4'-4" 61 ,,, 4'-9" m A 53 TYP. AT ONE-STORY (5EE AA/53 FOR YTEM WALL OPT.) 5'-4" 5-4" 5'-4" 5'-4" 5'-4" N.B. 2'-0" 44" 4'-4" ■ INDICATE5 1 #5 THE FOUNDATION 5Y5TEM HA5 BEEN DE51GNED U51NG A MINIMUM INDICATES 2 05 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBGR). FOUNDATION — A 5CALE: 1/4" = I'-0" DAMS BEWS DESIGN GROVE 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAV1SBEWS.COM TAMPA • LDE sTVEP_ — ` EST. 1994:.— Till IIIII VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813,704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z 0 ON H 42 O 7 (� M O �) M 1^rn 0- Loz (A �- O Ln L (( Q QU Q00 Z m w ZC:)~ W J � Oz �o w w¢� CL 0aao z z Lu Q Q 0W aw2o OLL LLJ m I-- N 0 Lu O cn z O r8 gw Z Q 0 uj 0 V z L w0a �a� 0 w � Ogg 0_ w LL V`�z� r�-1 tt1 �� �w00- Z ¢ u- Ov O w w¢ Y z N (V o°Luo oalOEo N gzZ di �g0< "zz QLu � Q Q =oo o w 00 Z _j Y O QZ m a a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. 100 SHEET NO. 601