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NOTE: • WHEN PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE 6th 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 SOIL AND TERMITE NOTES. BORATE / 50RACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER I/3 OF SLAB THICKNESS WHERE SHOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) '[P CONTROL JOINT DETAIL N.T.S. 5 CONT. REINF, SEE FOUNDATION FOR QUANTITY 1545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UROJ .. 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. 11, o 581-8" K 6'-411 4'-011 4411 4'.011 4'-311 5' 2" 4'-111 51-011 5'-0" 5' 0" 5'-4" 4411 4'.411 t 5'-4" .1'-0" . 24"x24"xl2" D. GONG. L FTG. W/ (3) 5 BARS E.W. 2'-0" S3 (TYP. AT PORCH) —� H$. tr77/771 ■ ■ ■ I ■ ■ I■ ■ ■ 8" C.M.U. WALL ABV. ■ I ■ ■ I ■ e _ OPT. I I I L --J I I I �--� I _ I I I ■ _ • i 31140" 1 i 4'-1" 4' 10" i r I Il'-9" 83 I I I I I I I I I I I I I I I j I I M I (\ %II p I I I IQII / • GJ. I ; i I — �� - I - I I I -----------I- -- I ----i- aid I I I III I I I I I I • _ S3 • I IIL j �6 �T "D PITCH I I i i I ■I • e - += v DC I I 1 I I I cv I I • 61 31_411 514n 10" Y/ Lu w I I I an I PITCH `9.811 Q 48"x96" i i i i i � I/8" / FT. u' GONG. PAD - I I I i 3/4" RECESS I u i i FOR ENTRY DR • Lu 71 B ■ /6Y/ �� /7/7� ."/7 !11 �a11��y=I —T- — — . — — - . r4'7 . _ I /LL1 I i 4'-4" 4'-4' ■ v a° i i i lad i I i; I53 �I I I'-011 I_/J II ■ i I i 83 i 30'-2" I 1 1'-4" II" I I I 2'-5� 2'-4" I I I/8" / FT. i J a I I I I Q PITCH I Q TYP. AT ONE STORY o I i i I s i I I I i I (SEE JJ/53 FOR STEM e N WALL OPT.) ■ I i i I\ I i �� II -✓� I Lu — Cn ----------------- G.J. I - - - - - - ---------- I ��__ ---------------;-------------------------- --------- CJ. -----------�r--- --------------------------; I ------------------ CJ. ----�- t e - ■ I I I I I I I I = I OPT. ImI IIWASHER� QI I I • • ICI ELEVATION AT 0'-0" (ASSUMED) i i (OPT. 3.5" THICK, 2500 OR 3000 P.S.I, DRYER II i CONCRETE SLAB ON GRADE W/ > I 1 6x6 WIAxWIA MESH OR FIBER I t I I o I IQm I MESH OVER (o MIL. VAPOR I 1 I Q ■IaI i BARRIER ON CLEAN, WELL - �I�I i COMPACTED, TERMITE TREATED, i i I i LL �I I GRANULAR FILL. I I I 1 I I I w GJ. ----------------- ---- --' J1------- ---------------!--------------------------'------------- ---GJ.-------'-------I---------------------------! 36"x60" SHOWER I PAN (VERIFY DRAIN LOCATION) �, I I i i i I 83 i S3 zn 32' 4" i i I I I 20' 2" I TYP. AT ONE-STORY (SEE JJ/S3 FOR STEM ■ I / ,, I I I i i I 8" WALL OPT.) N • I \ V I I I I 1 I I 1_ n 2 4 I I I I I I I TYP. AT ONE-STORY I I 0 1 (SEE AA/53 FOR i i ( � I I 3 STEM WALL OPT.) �H 42"x42" A/C PAD 4'-4" I. 4'-011 -211 4'-4" I. 3'- 31- N m 3'-0" I. 3'-211 51-411 51-411 3' 4'-0" 4'-411 FS 15S 2 5 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F (R401.4.1 FBCR). FOUNDATION - B SCALE: 1/4" - 1'-0" J116 i DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDRANk, R )MA 34677 813 . 925.1300 TE L 813.925.1800 FAX W W WnAVISBEWS.CAM TANIPA • DENVER -� EST. 1994 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 NDREW 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 RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z NO O � N > cn O M z o Q "v Lf) a �n•L� Q LL oC U Q ,-) Q � � Z wJ c:1, L 0 �o z a �a w¢o�ca 0 �z" z Zuz u0WJ z �a0 a-28 Om zz y0 zz z OLn � Lu 0 O J 1 4 Z .J o � �o-I wYr LL 8 � n ma X o a z��z J O as o Lri C)¢�r''p w <12 N ~wa'mo Z v- v $ono Z Lo Lo N 'dwu Lii di 1<ua¢ F- cn�<-wz Q wz$ � z Q Z �z �Q Z Lu O m a a J l o ¢ SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 1.0 SHEET NO.