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i r r m jij1 NOTE: • WHEN PROJECT 15 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.5.1. FOR THE CONCRETE STRENGTH. • SEE SHEET 5N 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 I/3 OF SLAB THICKNE55 WHERE SHOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) u_ CONTROL JOINT DETAIL N.T.S. 5 CONT, REINF. SEE FOUNDATION FOR " QUANTITY 545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) J' .. 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. 111 4'-4" . H.B. 5'-4" 54'-8" 3'-10" 4'-0" 3'-8" 3'-10" 5'-0" 5'-4" 4'-4" 0 I --- v I I I I I --- T- I I I ■ ■ I I I I T 'j I I I I hI I I I I v� ;r I I I "' � hI r I i � I i ■ CA I I I � C J. i Gil S3 24"x36"A2" D. _ --------------------t---------------------- ---r--------------------------I----- - - - - IT -------------T----- ------------r----------------- i GONG. FTG. W/ � 23'-3" ' (3) 05 BARS E.W. I I I I T /� / �I�Ll <1[ / (� /-G1J /.LL_ll 11-/�/ /1LL /` A ,/LJ� / / i� - co I ■ 8"x8" FTG. W/ ■ I 30N 30"AY D. GONG. I I I o I/2" LESS ' PITCH I - 15 CONT. 8" 53 I FTG. W/ (3) "5 BARS E.W. T .0 i i S3 ; 33 -0 i i FOR ENTRY i 14 -8 11 I/8 / FT. PITCH i I I n 9 � 53 1/8"/FT.� I �I �I uI ui W L M L I ■ ■ ■ .J w ---C-.------------------- ------------- 48"xgb ----------------------i------------ ------CGil.cn -- --- — — — — — — — — — — — — — � s GONG PAD ■ i ELEVATION AT 0'-0" (ASSUMED) �\ I I I I I I c> I ' I I I , 16"x36NIT' D. 3.5 THICK, 2500 OR 3000 P.S.I. _ I I o I I� I PITCH I GONGFTG, W/ \\—(3)15 w I CONCRETE SLAB ON GRADE W/ I I �� I/8 / FT. BARS E W. bxb WI.4xWl.4 MESH OR FIBERI MESH OVER 6 MIL. VAPOR ■ I I BARRIER ON CLEAN, WELL I - COMPACTED, TERMITE TREATED, I I I L�., — J I I I I I— 7p I I I w -1 � I I "' I w u TYP. AT ONE-STORY a GRANULAR FILL.a, / i I I /\ II I I I i (SEE JJ/53 FOR STEM WALL OPT.) I ; I - 23'-8" 0 I ---------------------G---------------------- - G.J.`" - - - - - - - - - - - - - - ---------------I------------ I- C.J. I - - - - - - -- t- - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - GJ. - ■ I I I I I I I I 30"x 30N20" D. GONG. III I I I / FTG. W/ (3)05 BARS E.W. UL_Li I ■ I M L_-2J III I zo I I I v Ln- I GJ.------------------! CJ. ---- --------- ---- -�J= -- TYP. AT ONE STORY b I (SEE JJ/53 FOR STEM ■ i i i I i WALL OPT.) 36"x60" SHOWER PAN i I i 3 (VERIFY DRAIN LOCATION) I 14'-5" I 8'-1" Ii I 14'-3" 2'-3" I 2'-4" I i I I I I I I I Ir�- � �� ► r oP'T. -1 F 6-PT.— ,I I I �; u; I II I I -31 I DRYER I I WASHER �' GOND. T I I _`r r—LG — — — \ �I I _2x6L— 42 "x42" A/C PAD 4'-4" 4'-0" 4'-0" 1. 4'-9" miw 5'-0" A H.B. TYP, AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) 5'-4" 5'-4" 5'-4" 5' 4" 5'-4" 4'-0" 4'-4" FNINDICATES 15THE FOUNDATION SYSTEM HAS BEEN pESIGNED USING A MINIMUM S 2 5 SOIL BEARING CAPACITY OF 2000-PSF (R401A.1 FBCR). FOUNDATION - A SCALE: 1/4" - 1'-0" DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMA& R.ORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVMEVMCOM TAMPA • DENVER -. --� EST. 1994 y ril $I ;:: 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 I O zc:) 0:+L-'O > (A M O z0 M LLnn CL (nIOL^n 4 a Qro V a00 w Wo J O tD d' z wo z ¢ a fa (L zoo o Z V �Z o� W - >CLU) 9 Oa l!JzN I-w� zs �z O 4 �� OJ O 4 0 J ��¢ w U cn z j U. zo2 4 LL W '� o � p �� zpZ8 � naoal- 00 N z N �~Z B J � N Lu W �Q"I cl ¢~Ozz $ w kG 00 N Z Z � p 9i�o m 00 Z Z Y 0 rn a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO.