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NOTE: • WHEN PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDIWj CODE IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.5.1. 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 5N FOR 501L AND TERMITE NOTES. BORATE / 50RACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNESS WHERE SHOWN OR FIBERME5H ON FOUNDATION PLAN REINF. (SEE PLAN) CONTROL JOINT DETAIL N.T.S. 1\\L J 05 CONT. REINF, SEE FOUNDATION FOR QUANTITY 0545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) .. 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" 42"x42" A/C PAD 4'-0" 5'-2" 4'-4" 3'-10" 3'-3" 3'-3" 65'-0" 5'-4" 4' H.5. t 4'-4" COND. A TYP. AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) ■ `� I I I I I I I ■ i I i I 8 TYP. AT ONE-STORY 32'-4" I I I 20'-2f' (SEE JJ/53 FOR STEM 36"xb0" SHOWER I I II I I I I I I I I I WALL OPT.) _ 0 K, PAN (VERIFY DRAIN LOCATION) ----------------- ---- ------- - - - - - -;-------------------------I------------- c�. ------------I ;_ -------I I --------------------------------------------- I I - - - - - - - pz e I I I I I I I I I cf7 IhI I ELEVATION AT 0'-0" (ASSUMED) ■ �` -� )ICI 3.5" THICK, 2500 OR 3000 P.S.I. ICI CONCRETE SLAB ON GRADE W/ I I I - 6x6 WIAxWl.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR e I BARRIER ON GLEAN, WELL - I I OPT. I ICI I I COMPACTED, TERMITE TREATED, GRANULAR FILL. I _ IIWA5HER i L - ffI ■ i i i iOPT. ICI i ■■ ICI G.J. -------i---------- ----------------i---------------------------I I ---------- --- --J. Ic--DRYER -011 I I ■ I I 1 1 I I I I Li I I -\ I i TYP. AT ONE-STORY e i i I I a i I I a I (SEE JJ/53 FOR STEM a v 30'_21 22' 4" V WALL OPT.) aD 61 PITCH I - IJ 53 53 i — — _ _ — nil i I cc I I I ( � I I I I S3 I ■ i xl i I i 4' 4" 4'-4" q --- -- k -1 > +Y r +y'+ y-..._y-J- � - --. �_. � �. 3. �.> � Y� -..ITV•-�..�Y-y-y-�f-Yam-^-- - - - - - - _ I I I I I I 0 ul I ■ - > 1 48"x96" i i i i I 3/4 RECE55 — A S1.811 i GONG. PAID ENTRY D R. PITCH L I I I I I " '? /8 / Fr. 53 +n I a I I 3'-4" 5'-4" 0" q- w6l w I I I I I I I ■ B PITCH i i I I i I ■ I ■4r -1 a I l8" I FT. i i i I I i I _ ■ ■ I I .I uI ■ L K. ------------------ C.J. I -------;---------- I ---------------;--------------------------r-- I �I�`, I ---� ------------I-I� 11 -- I > I ----T--------------------i------ C.J. __ S3 in - ■ I I I I 1I �i I I m inI I I I hI1- ' I I e ■to — I 31' b" i 4'-1" 4'-10" ■ n I I I I I I I �r--= I 1 OPT 1 I I I I I ■ " I " I �' I I REF. I I I T LT— I I m ■ ■ ■ I ■ ■ I ■ ■ - ■ 8" C.M.U. WALL ABV. ■ I ■ ■ I ■ — a 2' 0" +H.B. 4'-0" I. 4'-0" I. 4'-0" I. 4'-0" I, 4'-3" 5'-2" 5'-0" L \_24"x24"xl2" D. GONG. 53 FTG. W/ (3) S BARS E.W. (TYP. AT PORCH) 54" 5'-0" 5'-4" 4'-0" 4'-4" 5'-4" .4" ■ INDICATES 115 ♦ INDICATES 2 05 THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-P5 (R401.4.1 FBCR). FOUNDATION - B SCALE: 1/4" = I'-0" a-- DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST O1 DM4AR, R OMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER -_ - _ -i FST. 1994 "-- _ „_ _- oil oil III no", VORTEX ENGINEERING, LLC. 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 IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6fH 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 II It O Z N O as � �cnfna M LO N CL .-. z z E U o.� Q O Z E w J� 0z w� z a H as o: �400 aw0` zej,z¢ �00�z � 2 J a �2U_o 8In�0 oz z ¢o FW Z Q a p w O U % J �°o z 0 c� LL 00� Q 'Lma J m: 0 r14 Lit, z 3r DCNL cc g a 0 Z �r4 85 Z V azu<N F_ o di ¢ � �zg t0 Z Z°Q m 00 Z 4 Z 4 SEW J0 Orn J J a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO.