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NOTE: • WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDINGS CODE 15 TO BE IMPLEMENTED. CONCRETE 5TRENGTN IN THESE AREAS TO BE A MINIMUM OF 3000 P.5.1, THEREFORE ANY AND ALL NOTES ON THESE PLANS TWAT INDICATE 2500 P.5.1.5HALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH, SEE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORAGARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING. W.W.M. PLACED IN 1/0" SAW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THIGKNE55 WHERE 5NOWN OR FIBERME5H ON FOUNDATION PLAN REINF.(5EE PLAN) o Lu a � - a • a e o • CONTROL JOINT DETAIL N.T.S. 05 CONT. REINF. 5EE FOUNDATION FOR QUANTITY 1545"45" CORNER 0 Q o BAR ONE FOR EACH HORIZONTAL REBAR o • TYP. (UN.O.) .. ALTERNATE TWE REINF. BARS 5HALL BE CONTAROUND COMER BY COLD BENDING THE BAR W/ MIN, BAR LAP 25" TYP. CO RN E R BAR DETAIL. N.T.S. 11 4'-4" 42 "x42" A/C PAD 44" 44" 4'-T 2'-11" 5'-0" 5'-4" TYP. AT ONE-STORY (5EE AA/53 FOR STEM WALL OPT.) A y 5'.4" 5'-4" 5'-4" 4'-0" 4'-4" N.B. t 0 - �I-\ — — — -- 2x6 UJALL— — - I N -- 7 if r 1r I ��) 0I OPT. II OPT. I vI I i i ; L WA5HE5 L DRYS J) I I o ■ _ _ I I I I I I i 1 I I I 3b"xb0" SHOWER PAN I (VERIFY DRAIN LOCATION) I I ■ i i i I i TYP. AT ONE-STORY 15'-6" I 264" (SEE JJ/53 FOR STEM G.J. -- ------------------------i-------------------- -----------__ - -------------i------------ C.J. C.J. -- _ - WALL OPT.) a 1 � � Q - I -------- i I 53 I I I I I 1 I I v I j i i I I i e 30"x 30"x2O" D. CONC. v ■ I I I i I II o w I I I ( I FTC. W/ (3) #5 BAR5 E.W. G.J. III I I G.J. G.J. - ---------------------rt---------------------- ---r-------------------------r----------�,------rn- ---------------------I --- -- r - - - - - - - - - - - - - - - - --- Ul� t I I I — I �u 23'-8" i b' 8" i 9'-2" I I I J En I I I I � 71] I I 53 I TYP. AT ONE-STORY ELEVATION AT 0' 0" (A55UMEp) I I / \ II i i I L I I d (5EE JJ/83 FOR STEM e ■ 3.5" THICK, 2500 OR 3000 P.S.I. _ �� o I WALL OPT.) CONCRETE 5LA15 ON GRADE W/ bxb WI.4 14 MESH OR FIBER _ `r I MESH OVER b MIL. VAPOR , BARRIER ON CLEAN, WELL 'IiiII IIIII PITCH Lu _ W, II TERMITE TREATED, I L—J 1/8FT.COMPACTED, GRANULAR FILL. iIiiI IIiiI =�- n 48"x96" 0 '-4 '-0GONG PAD oC.J. Gil. - - - - - - - z+- d w - - - - - - - - - - - - - - - ----------- -- - - - - -- - - I cA ■■ ■ s wM LLI PITCH/ _■ = 24�1/8 FT. 330" 14'8° G $n 30"x 30"xl2" D. CONG. w , 1G ARSpE. 3"BAR5E.W. . 53 FTG, Wl (3) S BAR5 EW. 1/2 RECESS I/ PITCH FOR ENTRY DR I/8" FT. L -v ■ ��1�L1/1� r��/_LL/ 0? I I I I I 0 — ■ I I M I I ■ - �, 31'-51, 1 i 23'-3" 24 x24 xl2 p. GONG. FTG. W/ ----G.J------------------ - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ------------1----- I - - - - - - - - - - - - L - - - - - - - - - - - - - G.J.- (3)15 BAR5 E.W. «j I I i I 1 - ■ QI c� i I I 1 �24"44"A? IN' i ' II ' ' a, D. CONG. FTG. W/ I I \i �J I = i i (3) "5 5AR5 E.W. I j— — ■ —� v1■ ----■ I UI vl �I 6l ■ ■ ■ IN■ ■ ■ ■ ■ ■ / N.B. ZJ�24"44"xl2" D GONG, FTG. W/ ■ INDICATES 115 53 (3) 05 5AR5 E.W. 4 4 51-411 Al 61.011 51.011 31.1011 4.0" 31.611 3 IO 5 0 5 -4 4 -0 4 4 51-411 11.011, THE FOUNDATION 5Y5TEM HA5 BEEN DE516NED U51NG A MINIMUM I 501L BEARINGS CAPACITY OF 2000-PSF (R401.4.1 FBGR). A INDICATES 2 15 FOUNDATION - B 5GALE: 1/4" = 14" ILI DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXAIAIt, I-LORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- __� EST. 1994 nsIIlog --Jl IIII Oil log 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 �OMREWJ. 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 C14 Our) CDz ,>.,U)MO V) M L0 � Lo LL CL U CL00 Q ' E� w z � J o O d' J OZ �o UoUJ a37 �� WQ�X zoo o� Z U Q cz _j 0 W ce J �a WU`n woo SC) f1 N F-WO z O }v zW z CL 9 4?�: Lu 0 CO J z U.�¢ 0 J �z¢ jF_ oF_� o C z W a Ua �O ... O w wLB w — Q 0 z N 9 °=~z on w N uj < di 111 <8O¢ V)o Luz� o 00 Q z Q z =) LL cy CO z z Ln _j Q om SCALE : AS NOTED DATE : 4/9/2019 VERSION NO.. iso SHEET NO.