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NOTE: WHEN PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDING CODE IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I, FOR THE CONCRETE STRENGTH. SEE SHEET SN FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNESS WHERE SHOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) n__ Lu " a " CONTROL JOINT DETAIL N.T.S. W15 CONT. REINF. SEE FOUNDATION FOR __QUANTITY 1545"45" CORNER " BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UND.) -� .. ALTERNATE THE REINF. BARS SHALL BE CONTAROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP, CORNER BAR DETAIL N.T.S. 10 4'-4" 42"x42" A/C PAD 4'-0" 44" 4'-9" m, TYP. AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) A S3 61' i0" 60-0 5'-4" 5'-4° 5'-4" 4'-0" 4'-4" N.B. t 2'-0" —� 2x6 WaL -�I v l i i I OPT. I I OPT. I I i I Ili ' i i L WASHES L PR EI 1 ■ — _ I I I I 2'.4" I I I I 0 36"xbV SHOWER PAN (VERIFY DRAIN LOCATION) I J e S3 ■ i i i I i TYP. AT ONE-STORY 19'•b"1 L4'-b" I 15'•b" I 20'-b" (SEE JJ/53 FOR STEM ----GJ.------------------ i---------------------- ---------------------------i------------ --------CJ.---- - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - -�)= -- WALL OPT.) cry I ■ I I ` I Ir I I I I I I I �; V /� I I —_j I I I I I I I v 30 x 30 x20 D. CONC. ■ I i i i III I I I FTG. W/ (3) 05 BARS E.W. _ cJ. III I I c�. ; cJ. ; ; / - I I I — I I _O" r I 23'-8" l 7� ELEVATION AT 0'-0" (ASSUMED) -� / I I II / � i i I G I I I I I i az I a `' TYP. AT ONE STORY (SEE JJ/53 FOR STEM m ■ 3.5" THICK, 2500 OR 3000 P.S.I. —_ �� WALL OPT.) CONCRETE SLAB ON GRADE W/ bxb WI.4xWIA MESH FIBER OR MESH OVER b MIL. VAPOR PITCH BARRIER ON CLEAN, WELL - I I I IL�J p I I/8" / FT. I C ■ i COMPACTED, TERMITE TREATED, — I i GRANULAR FILL. i i l l I 53 48"x96° n CONC i i i i 2 4 I I il 3 -0 PAD G J. I --------------------------------------------- I I ---- - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- L _1— C J. -- ■ v ti ti -t w I I I I I I I I ■ iA / - I i Lu 0 I M I I I I — ■ co PITCH u I U U U 24"44"4" D. 1/8" / FT. 1'-0" i Ir i 33'-0" i i i 14' 8" CONC, FTG. W/ i G i 53 i F-111L L/ Z�� I I i I i I/2 RECESS 9 I FOR ENTRY DR I $ G I 30"x 30"xl2" D. CONC. ■ S3 I FTG. W/ (3) 05 BARS E.W. a 771 Zip D73/// PITCH I/$" / FT. l3)'5 BARS E.W. - :n L I ■ I I I M I I I I I ■ I N , I 24NNN12" D. 0 -----------------------�----------------------- ---L-------------------------�---- �------ -------------1----- ------------�------------- G.J.-- - m CONC. FTG. W/ (3)'5 BARS E.W. I I in 9 I I I I I Q I I I IJ 'gI i i 24N24"xI2" D. ■ I i i C i I I I M I CONG. FTG. W/ (3) "5 BARS E.W, r- Q I I I ---+-- � I "` I I I I I I I I ■ � S3 . ■ —r -�- F %N r ...... 4k i • � O. 88a23 i UATE OF s,RID •� ` o •;SN- /9;6NlI11O ;S\ NB. 24"44"xI2" D. CONC, FTG. W1 ■ INDICATES 115 S3 (3)15 BARS E.W. 4'-4" 5'-4" b' 0" 5'-0" 3'-10" 44" 3'-8" 3'-10" 5'-0" 5'-4" 4'-0" 4'-4" 5'-4" THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM INDICATES 2 "5 SOIL BEARING CAPACITY OF 2000-PSF (R401.4.1 FBCR). 61'-0" FOUNDATION - B SCALE: 1/4" -- 1'-0" y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, R.OR]DA 34677 813 . 925. L300 TEL 813.925.1800 FAX W W WDAVL%EWS.CAM TAMPA • E>El* E -.� EST. 1994 �- r NJ 6 R 111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 DREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 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 O 42 O > ur) M O L,n M Ll) a N�d' gvo� L LL Q Q� V a-coQ § E ... ZIT w Wo J d' J o o: a W fa w�a. zz0 Rz R zz f ° zO U W Z a� ON z uj 0 o j O U Ln0J Z Lu u U.two M CL o �� o 95 o 0 ^ a rD Q z Ln N $ ; (n W Ln <F-zZ J '-+ ¢R0< a W W LL,z"' Z Zoo <. 00 Z Z m O g g om rn m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO.