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I 111 ! I 1. I" I I I 1 _1 I I I 1 11 1 II NOTE: • WHEN PROJECT Is TO BE LOCATED IN KNOWN RADON GA5 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.5.1. FOR THE CONCRETE STRENGTH. • SEE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORAGARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL P0150NING. W.W.M. PLACED IN 1/8" 5AW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNE55 WHERE SHOWN OR FI5ERME5H ON FOUNDATION PLAN REINF. (SEE PLAN) o o e e a `le CONTROL JOINT DETAIL N.T.S. 15 CONT. REINF, SEE FOUNDATION FOR QUANTITY Sx25"x25" CORNER a o BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) .. ALTERNATE THE REINF. BARS SHALL BE o GONT.AROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP, CORNER BAR DETAIL N.T.5. 111 54'-8° 1 (01_/ 11 4'-411 v 5'-411 6'-011 5'-0" 3'-10, 4'-011 3' 8" 3' 10 5'-011 5'-411 4'-011 4'-41' 1, 4'-611 „ 1'-411, . H.B. I I I I ---�I = N Ji� I I I I I ■ ■ ; ; (y � � a cn I I I IT ■ _ \I ■ i I i i\ J I I I I I I I s3 24"x36"AY D. _ ■ GONG, FTG. W/ 23'-311 I yl (3) 15 BARS E.W. 1 ■ I I I I - I ■ ■ / m/�L/ TaZG� I I U7z 1?/j CO N _i//� 0 1 I 1 I I ■ 8"x8" FTG. W/ C.I Ik ■ I 30"x 30"xl2" D. GONG, I I I 1 a I 3/4" RECE55 I FOR ENTRY PITCH -J CONT. 53 I FTG. W/ (3) "5 5AR5 E.W. I s3 I 1 I I 1 1 I :� _ =q- I/8" / FT. 1 11 1-0 11 1 II PITCH 1/8" / FT. 4 > I I I ■ - I ■ ■ G.J. G.J. a, — — — — — — — — — — — — — — ■ ---------------------- — --------------------- 48"x96" ------------------- -----------I-------------- ------------ coNc 2'-All 31 �II PAD = CC U I ■ ; ELEVATION AT 0'-0" (A55UMED) I D_ I 53 1 16"x36"xl2" D. 3.5" THICK, 2500 OR 3000 P.5.1. i r � z n PITCH a CONC. FTG. W/ CONCRETE SLAB ON GRADE W/ ; ; III [`l] I "' _E) I 1/5" / FT (3) #5 BARS E.W. 6x6 W1.414 MESH OR FIBER MESH OVER 6 MIL. VAPOR 1 I I I� �� I o_ I I Q <r o a ■ ; BARRIER ON GLEAN, WELL ; I Il - — -� 7p I i I � TYP. AT ONE STORY �ro COMPACTED, TERMITE TREATED, 1 1 I I tv (SEE FOR STEM GRANULAR FILL. i l l /\ WALL OPT.) I 1 IIIII I I—�11 C I I Cv I 23'-QII /_I_Qp I V VV p1-211 1 1 J 1 " �n 1 s3 - - G.J. I 1 I C.J. ` ' - C.J. ■ i III o I I 30"x 30"x20" D GONG. III I 1 1 I 1 FTG. W/ (3)5 15AR5 E.W. u�-� cv- I I I p N an I % ;1 I G.J.G.J. e ------------------------------- ------i; ------ ---- 11 6196 4.6� --------- -----r06------------- 2 -G-.J-. -- TYP, AT ONE-STORY 1 I (5EE JJ/53 FOR STEM ■ i I i WALL OPT.) a i — I 53 36"x60" SHOWER PAN i i N (VERIFY DRAIN LOCATION) I 14'-3" 2' 3" I 2'-411 I I I I I I ■ _ _ ; r _ __ ( OPT. J F OPT. J 011 DRYER II WA5HER I I 1 �� VIA�Il� a 1 �� —�� _JL_—J I�� l N GOND. T I I i — �� ; - — N ■ ■ ■ ■ Nj ■ ■ ■ 1 ■ ■ `" 1 ■ ■ 1 ■ ■ ■ e.. 42 "x42" A/C PAD 41-411 Sn 4'-T 21-111, A 53 TYP. AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) 51-411 51-411 51-4'1 5'-411 5'-4'1 H5. t 41-411 a • -• a z o : Z 011tl ■ INDIGATESI'S THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NGLAMINIMUM INDICATE5 2 #5 501L BEARING CAPACITY OF 2000-P5F (R401A.1 FBG FOUNDATION — A SCALE: 1/4" - I'-011 y DAVIS BEWS DESIGN GROUP 150 STATE STR= EAST OLDSMAR, R.ORMA 34677 813.92.5.1300 TEL 813.925.1800 FAX WWW.DAV03EW&COM TAMPA • DENVER EST.1994 F�_> 41 i i VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO 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 O Z O N j�'O aj r" V) M O N �) ru Ln O Ln rM T� 00 v Q00 Q E Z Luc:) J c:) d- oZ �o Lo z a �Q w¢°dw zozoo oowof aa Q W z W a n 0 8�=o I i W N z z �0u �W g Z 0 > OO V j cn Z 0 <z LL 2ar 0Wo o�� ^^ Wa 90 a � O A " �' 0 Z a -Z bu N Y �<Ln z N N z K L w Ln N Ln di di 0 o z � Q�Lu V.00 Z Z =p�o &Y 00 Z Z ado O ,--I i om rn m a- 0- SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO.