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NOTE: 0 WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREA5, APPENDIX "E!' OF THE 6th EDITION (2011) FLORIDA BUILDIWG CODE 15 TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE ARE45 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. 0 5EE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING, W.W.M. PLACED IN I/8" 5AW CUT x 1/4" 5LA5 UPPER 1/3 OF SLAB THICKNE55 WHERE SHOWN OR FIBERME5H ON FOUNDATION PLAN REINF. (5EE PLAN) o o o e a �jj! CONTROL JOINT DETAIL N.T.5. S CONT. REINF. SEE FOUNDATION FOR QUANTITY Sx25"x25" CORNER e a BAR ONE FOR EACH HORIZONTAL REBAR e e TYP. l UN.O.) • • ALTERNATE THE REINF. BARS 5HALL BE CONT.AROUND CORNER BY COLD BENDING THE BAR W/ MIN, BAR LAP 25" TYP. CORNER BAR DETAIL I 54'-811 61_/f11 4'-4" 5'.4" 1, 6'-01' S' 0" Y-10" 4'-011 3' 8" Y-1011 51 rn11 51 411 4'-0" 41 _411 41_a11 11_411 21-011 t N.B. I I I U I Q I I I I I M I I l I x I I I I I ■ I I I C II I I I I I ? �F� I I I I ISI v I m I � I ■ I I I I I I I I — G 24"661 A? D. e--}---------------------t-------------------------- I --------------------------- 1---- ------ -------------T----- ------------r------------------ - CONG.FTG.W/ L 231-311 I (3) r5 BARS E.W. I I I I I I I ■ I I I M I I � I I I I I I ■ ■ I/�!J / 7z/ al-z"_L YZE��/E ct I W N _ I i ■ 8"x8" FTG. W/ ■ I 30"x 30"xl2" D. GONG. I I I � I/2" RECESS I FOR ENTRY PITCH I - "5 CONT. 8 I 53 FTG. W/ (3)'S BARS E.W. i 53 I I I I 114' _ I/8" / FT. 1'-011 i I 33' 0" i 8" � a, PITCH I/8 /FT.z w \- L r v fY I in p I I I - — INa� } m ( I I T G J. ■ I ■ ■ 11 ---------------------- -- ------ ------------- ------------------------------- -- ------------- f — —i --,___ _ GONG6 w- I i i i I I 2 -4 3 -0 PAD ■ ; ELEVATION AT 0'-0" (A55UMED) i i I I CL I 53 i 16 xl2 D. 3.5" THICK, 2500 OR 3000 P.S.I. I PITCH"x36" I a CONC. FTG. W/ CONCRETE 5LA5 ON GRADE W/ i I `l I `" I I/V / FT. i I a (3) 05 BARS E.W. M I 6x6 W1.41111.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR } ■ I BARRIER ON CLEAN, WELL I 1 I IL —_ -j " i i 7[ I I I "' TYP. AT ONE STORY @� COMPACTED, TERMITE TREATED, I I ILu(5EE JJ/53 FOR STEM GRANULAR FILL. \ II a I WALL OPT.) 23'-811 V 53 _ - C.J. I ------------------------------------------- I I G.J.- I' ----------------------------I------------ � � - C.J. I ------�- -- ----------------------------------------- G.J. ■ i i I II ' I I i 30"x 30"40" D. CONC. III I I I FTG. W/ (3) 05 BARS E.W. UL_J I c1l K I 10 S3 v n� % I r cO I I CJ. ; i C J. a ------------------------ ----,— �'---------------- 19 -6 -- -----I— I� ----------------------- -= 1� ---- 4 -6 15 6 ---------------------------------------F--I II------------- 20 6 _ _ TYP. AT ONE-STORY I I I lSEE JJ/53 FOR STEM ■ i i i I i WALL OPT.) e 36"x6O" SHOWER PAN i I i 53 (VERIFY DRAIN LOCATION) 1" l u 14 111 14 -3 1" 2 -3 I 2 -4" I I I I I I r DPT. F 6FT.— I II i i i i ( DRYER I I WASHER M — T�II��I I �;— L =JL_=J�_I�� ——�— GONp I ��-- _ I � — — — � I —2x6 WALL— — - e N 42"x42" A/C PAD 4'-411 4'-0' I. 4'-0" I. 4'-911 I. 2'-II" 0 A 53 TYP. AT ONE-STORY (5EE AA/53 FOR STEM WALL OPT.) 5'-411 5'-411 51-411 o ■ INDICATES 115 THE FOUNDATION 5Y5TEM HA5 BEEN DE5IGNED U51NG A MINIMUM I INDICATES 2 15 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBCR). FOUNDATION - A 5G4LE: 1/4" : I'-0" DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSM)U,FLOIUDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAV4SBEWS.C.OM TAMI'A • L]ENVER. EST. 1994 III oil III III III 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 /ANDREW 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 IIl O O Z N O �7. O M p 0 o U-) z 01- 2: a)O L Q u- H z z § E" Z � w Wo J O oz LLJ �o << z a 0. W a w w Uz00 zLu< oW J a� CL Lu UO W z N co z r U zw p O �� > 0-1 o U cn 0 J z W L z ,0Wo ocl �� W zu� � O a�z � a F� za2om O Y N 00 1� 11 aoa Z i V Oo ~z z N fV °aao tii L NLuw� o Q <Q =oo 0000 Z Z CY J Y co 0 Q 7 om rn m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. loo SHEET NO.