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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 BUILDING CODE 15 TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTES ON THE5E PLANS THAT INDICATE 2500 P.5.1.5HALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 5EE SHEET 5N FOR 501L AND TERMITE NOTE5. BORATE / BORAGARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF 5LAB THICKNE55 WHERE SHOWN OR FIBERME5H rON FOUNDATION PLAN REINF. (5EE PLAN) Lu CONTROL JOINT DETAIL N.T.S. S CONT. REINF. 5EE FOUNDATION FOR QUANTITY "5x25"x25" CORNER Q a BAR ONE FOR EACH HORIZONTAL REBAR o e TYP.(UN.O.) .. ALTERNATE THE REINF. BARS SHALL BE CONT.AROUND COINER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORNER BAR DETAIL N.T.5. 11 4'-0" 4'.0" 4'-0" 4'_0" 41_3" 5' 2" 4'-1" 5'-0" 5' 0" 5'-0" 5'4" 4'-0" 4'-411 41_811 114" 2'0 +H.B. ■ ■ ■ 1 ■ ■ I ■ ■ ■ V C.M.U. WALL ABV. ■ I ■ ■ ■ I I _ I _ I I I I I I L I OPT. REF. u I v l v l I I I c-- I I I ■ ■ I I „ I 31'-b I I I -1 4' I I I I I I 0 N I I I Zvi I I I I 7p >- I a I QI e J c----- -----------I----------------- II - - - - - - - III - - - - - - - - - - - - - - r) ---- -------- II� � ----------------------G------ .J. L 53 24"x36"xl2" D.•--- LONG. FTG. W/ .W. (3) 05 BARS E.W. ■ O � _ J 1 ; 'IIII U 1 JI ■ PITCH I - I I I cz_n� I I II I I I 1 F I - I/8" / FT. 4 I I I I 1 ■ I ■ _ I I I I I ■ tV_ I I I I I 4" 4'-8" 8"I � ui � I I I s I I PITCH I =� 48"x96" = i I I i I I i I a I I I 1 I 1 FOR ENTRY DR. 1/8" / FT. _ 8'_8" L 53 GONG. PAD 3/4" RECESS I I I I I I �I vl � I v l ■ } w@ 0 w _ • 7% 1— — ■ ■ ■ 111 /1 71 /111 /77/ ImI i I i 4'-4" 4'-4" r I I I I lal I I 1 PII i I I 53 ■ 2'-5" 1 2'-4" I PITCH 24"36"xl2D CONC. FTG, W/I 1/8" FT. (3) 05 BARS E.W. u TYP. AT ONE-STORY °O (5EE JJ/53 FOR STEM ■ 1 I\ - I I i _ WALL OPT.) �� I MCJ. -- ------------- ------rt- ---------- ---------------fi--------------------------I��--1--------t - ---C.J.------IF I� ---------------- --------------------------G.J.- ■ ; OPT. j l 1 e I I IIWA5HER QI I ■ I OL ELEVATION AT 0'-0" (A55UMED) i i L —F_ I� 35" THICK, 2500 OR 3000 P.5.1. 1 i I OPT. �I 1 1 CONCRETE 5LA13 ON GRADE W/ 1 DRYER 6x6 W1.4xW1.4 MESH OR FIBER I I I I I I MESH OVER 6 MIL. VAPOR IQI BARRIER ON CLEAN, WELL - 1 1 I a v, IQI COMPACTED, TERMITE TREATED, I I I a bo ■ i III i GRANULAR FILL. it,I I I I I I v TYP. AT ONE-STORY - C.J. `��------- I °� G.J. I I I _ G.J. c (SEE JJ/53 FOR STEM --------II ---- , ---------------;--------------------------;------------- ------------;------- ---------------------------;------------------------ WALL OPT.) ��------ 36 x60 SHOWER o PAN (VERIFY I i i 1 I 53 i 53 c" DRAIN LOCATION) `r 3 2 I I 1-8 „ 32 4 I 20 2 1 i i i I i 8�� ■ II cv ■ I/ I 1 I i i I I i I 2'-4" I 1 I I F_ I- - - - �. i i TYP. AT ONE-STORY 1 1 (5EE AA/53 FOR STEM WALL OPT.) nCOND 42 "x42" A/C PAD 4'-4" I, 4'-0" I, 5'-2" I, 4'-4" I 3'-10" 3'-3" H.B + 2' 0" 11 3'-10" J'-0" , Y-10" 34" 3'-0" 2'.2" 5'-41" 5'•4" 4'-0" 4'-4" mm F5185 5 2 5 THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBCR). FOUNDATION - A SCALE: 1/4" = I'-0" 411 reD DAVIS BEWS DESIGN GROVP 00 STATE SMEET EAST OLD94AR, RORIDA 34677 813.925.1300 TEE. 80. 925. 1800 FAX W W W.DAVLSBEWS.COM TA APA • nE % V EST.1994 �> oil VORTEX ENGINEERING, I.I.C. 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. LAYOUTTO 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 Z No O�� I>i (n M O M Q U) (13 Lr) av)L� Q " F- �' M z zoC �U Q � Z w J � oZ 3� W� zaa �a per,, Lu '< Q' z vz8C) z Lai, w Q ��ZZ �0J �LL a "Lu rm 04 LLI oLn z0 av gz Lu z g =) 0 LnLu 3 > O_ 0 J(J') �Oz z J �Ro W Y a ma J a zrJ0.< �aw� n 00a LL2 Z N Oo wLn N PazILL ° J W�!a w w gQz a Z Z oQ Lu m 00 Z QzQ cx f QQ m a aoLL SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. ino SHEET NO. 1 11.1 .1 .11.1.11, 11 11 1 1 — I 1 -1 — III -T-7—