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NOTE: • WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON 6A5 PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDING CODE 15 TO BE IMPLEMENTED. CONCRETE 5TRENGTH IN THESE AREA5 TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTE5 ON THESE PLANS THAT INDICATE 2500 P.5.1. SHALL BE REPLACED WITH 3000 P.5.1. FOR THE CONCRETE 5TRENGTH. • 5EE 5HEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF 5LAB THICKNE55 WHERE 5HOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (5EE PLAN) 0 0 0 o -� CONTROL JOINT DETAIL N.T.S. S CONT. REINF. 5EE FOUNDATION FOR QUANTITY 0505"45" CORNER a a o BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) • • ALTERNATE THE REINF. BAR5 5HALL BE GONTAROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORNER BAR DETAIL N.T.5. 11 4'-4" H�. t 61'-0" 54'-8" 3'-10" 4'-0" 6'-4" 3'-10" 5'-0" 5'-4" 4'-0" 4'-4" 5'-4" 0'I 24"x24"xl2" D. 53 GONG. FTG. W/ (3) •5 BARS E.W. - ■ UI vl �---�- � UI UI - 61 I I l I x I I I I `r I L I I----+—� I = I I ■ 53 - 24"44"A2" D. a' ■ i ,li i i II i GONG. FTG. W/ �1r -�JiQI �I i �^ (3) S 5AR5 E.W. I I I I I cn I � I ■ I I I I I I � ■ i i i\ I I I i i � � G G.J. i i i i i G.J. �o _ --------------------t-------------------------- r--------------------------1---- ---- ------------- T ------------------- r------- --- -- 24"x24"xl2"D. an 1 23'-3" GONG. FTG. W/ I I I I I 05 13AR5 E.W. ■ I I I I I I I � I! I I I I N I ■ IT I�� �I ;!/T/zI Ll1!� I 3/4" REGE55 ■ PITCH 53 ■ 30"x 30"xl2" D. GONG. 53 �5 1 I I 53 I I I I FOR ENTRY 1/8" / FT. �- FTG. Wl l31 5AR5 E.W. 1 0 I � �� I I 33 0 I I � I � 14 S _ M = �- 24"x24"xl2" D. u' PITCH I I I CONC. FTG. W/ 1/8" / FT. (3) 15 BAR5 E.W. I ■■ T cJ. —-------�� ■ Ed -.-------------- "x9bw 48" ------------ H-4 - GONG I I I I I \ PAD CG i ELEVATION AT 0'-0" (A55UMED) I D I 53 ■ i 3.5" THICK, 2500 OR 3000 P.S.I. i i I I� — �,� a I PITCH i n CONCRETE 5LA5 ON GRADE W/ i III [`'] I I 1/8" / FT. i Q a. I 6x6 W1.414 ME5H OR FIBER ME5H OVER 6 MIL. VAPOR I i III �� I o I ' o e ■ I BARRIER ON CLEAN, WELL - I I I IL —_ � � I � -; i � v TYP. AT ONE-STORY COMPACTED, TERMITE TREATED, (5EE JJ/53 FOR STEM GRANULAR FILL. / \ I WALL OPT.) a I 23' 8° i b' 8 9 -2 J I I G.J. ---------------------------------------------- I I = I C.J. ` ' -------------- - - - - - - - - - - - - - - - - - - - - - - - - - -- I G.J. I --- - - -�--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- G.J. -- ■ i i III I I i 30"x 30"x20" D. CONC. I II I I FTG. W/ (3)'5 5AR5 E.W. HL 04 fie a a, N N— 1 I----- --- I K I u, cJ.---- e ------------------------i ---------- 19 b -----_ ---- I ---;_ ----------------�-- ---- 4 b 15 b --------cJ.-----------------------------' r--------------- 20 b -�J- -- TYP. AT ONE STORY I (SEE JJ/53 FOR 5TEM ■ i i i I i WALL OPT.) 0 I 53 ry i 36"x60" SHOWER PAN i (VERIFY DRAIN LOCATION) 14'4' 2'-3" I 2'-4" I I I I I I I ■ i I I� — — r OPT. r OPT I ° II I DRYER I I WASHER I I I � I ��— — — — \�I 2x6 WALL— / , I 42 x�/ I A/C PAD 4'-4" .,, 4'-T m A 53 TYP. AT ONE-5TORY (5EE AA/53 FOR STEM WALL OPT.) 5.4 5'-4" 5'.4" 5'-4" 5'.4" Em 2'-0" 4'.4" 1111110[11111fa ®441111t��, ws N W in o w �Q� /fie "J ■ INDICATE5I S THE FOUNDATION 5Y5TEM HA5 BEEN DE5IGNED U51NG L UM INDICATES 2 05 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBC FOUNDATION — B-1 SCALE: 1/4" = I'-0" i DAVIS BEWS DESIGN GROUP L50 STATE SPR.EET EAST OLD&AAR,RORIDA 34677 813.925.1300 TFL 813.9255.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 EMI VORTEX ENGINEERING, LLC. 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 REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 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 O L- O M O Q O In LL IQ— CL r z < 0C V a cc) z§ E W Wo J O �O J 0z Lu Lo W Q Q zU,Loo zw¢Q w woo O0�L m04 o �� Lu z O V r U O Zw 9 O ED U c!) 0 J z ��¢ xace U. ^ z WaLLE U a 2: Z O0 0 0 Ce LL �o NOLn r �wwa ' F- Y Z N [ `V SaW z Z Ln ;aS J N �zZ m8o< wcnw di di z m UJ QLL ,-{ Q Q o ko Z Z �Jo 00 Q QZQ Z a coa � om rn a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 1.0 SHEET NO. 6m2