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NOTE: 0 WHEN PROJECT IS TO BE LOCATED IN KNOWN RADON GAS 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.6.1, THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.6.1. FOR THE CONCRETE STRENGTH. 6 SEE SHEET 5N FOR SOIL AND TERMITE NOTES. BORATE / BORAGARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING, W.WM. PLACED IN 1/8" SAW GUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNESS WHERE SHOUT! OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) e e o e a o a` CONTROL JOINT DETAIL N.T.S. 15 CONT. REINF. 5EE FOUNDATION FOR QUANTITY 1545"45" CORNER a a BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O,) • • ALTERNATE THE REINF. BARS SHALL BE GONT.AROUND GOFNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORNER BAR DETAIL N.T.S. 11 4'-4" 2'-0" .. ,m 5'-0" Y-10" 44" MR 3'-8" 5'-0" 5'-4" 4'-0" 41_4" 5'-4" -0" L 24"x24"xl2" D. 53 GONG. FTG. W/ (3) $5 BARS E.W. 4:1 I I---- I I I I I I N r fl I I I I I 24"44"x12" D. • I i i C i II ICI I 1 GONG. FTGW/ I I I 1 �F:3 I I " (3) S BARS E.W. I I = I I FZZZ @ INI @ - I I I � I ■ s' 1 e l L I I I 53 C.J. I i j G.J. s -----------------------t---------------------- ---r-------------------------�---- ----- -------------T----- ------------------------------ - 24"x24"xl2"D. �, e 23'-3" I I CONC. FTG. W/ I (3) S BARS E.W. I I ■ I I I _yT I 1 N IN �I Z N i 1 I I • 1/2" RECESS PITCH S3 ■ 30"x 30"xl2" D. CONC. 53 I 53 FOR ENTRY 1/8" / FT. g 11 I FTG. W/ 3)'B BARS E.W. 1 0 1 I I 1 33 -0 I 1 1 14 -8 = = T - 24 x24 x12 D. PITCH I I 1 1 11 "' - �' GONG. FTG, W/ 1/8" / FT. n �; �; �i �i LU (3) 05 BARS E.W. - t I I 19 ■ cA 1 T- — - I .9 w cc� G.J.- I I � G.J. I ' 1 ■ «, ■ e _ _ 48"x96" �— CONG PAD i `� O' I GG 1 i ELEVATION AT 0'-0" (ASSUMED) i I I I I S3 ■ 35" THICK, 2500 OR 3000 P.S.I. i 1 I I5 z n I PITCH n CONCRETE SLAB ON GRADE W/ I/8" / FT. I n Q K. 1 6x6 WI.4xWI.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR >@ o e ■ i BARRIER ON CLEAN, WELL i i I I� — J "' 7Fl I I i I "` 7YP. A7 ONE STORY I COMPACTED, TERMITE TREATED, 1 1 I I� I ( "�' (SEE JJ/53 FOR STEM F A ANU GRLR ILL. 1 n WALL OPT.) I I I I K—emu I I - cv I 23'-811 1 61_QII 1 Y/ UU 91_211 atl I I J3 G.J. } C.J. _____________________ __--_--_---___-------_ __---__-__---__ _-_----___----_I---_--__-_-_ __---- - _____--------_--_------_--L_-----__-------_ `r • i i i Lc I III I I i 30"x 30"40" D. GONG, FTG. W/ (3) S BARS E.W. IL -Li I n v '- I I I I I KILI � I % I rT - i I I ca I i C.J. N ----------------------------------- -- _ _ _ _ -------------------------------------------- -- --- -- TYP. AT ONE-STORY 1 I I (5EE JJ/53 FOR STEM • i i i I i WALL OPT.) 36"x60" SHOWER PAN i I i I 53 (VERIFY DRAIN LOCATION) 14'-3" 2' 3" I 2'-4" 1 I I I i r OPT. 1r OPT.— -1 I 0 u i I II i i I DRYER I I WASHER L _JL_ 1 N 42 "x42" A/C PAD 4'-4" ;o 4'-0" I. 4'4" 2'-II" 0 A 53 TYP. AT ONE-STORY IEEE AA/53 FOR STEM WALL OPT.) .4" 5'-4" 5'-4" 5'-4" an H.B. 4'-4" NDIGATES 115 0 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM I 15 SOIL BEARING CAPACITY OF 2000-PSF (R401.4.1 FBCR), INDIGATES 2 FOUNDATION - B_1 SCALE: 1/4" - 1'-0" I DAVISa LI BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • IDEIVVERR -a EST. 1994 F�_— III III III �� III III VORTEX ENGWEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREWJ. 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 z O O :� ^O Cl) I--' � O O > un M O U a ) .L U a cj� U 0-00 00 Q E Z w wo J O 110 ImI oZ �o LoW z d <a W Q c� cy Uz00 z ULUQQ =01 = z LLI a a Lu 0 SW W N z0 z0 rU �W 0 43: Lu 0 U c/) z 0 J WoQ �¢ W 0 O zE'c= W a vz a� L(i C) oa,�o f:1 �tW-Y< z 00 N o(�° Lij �aao z r4 N Lu � I.i � j~OO¢ Ln, Z � Q�LL_ 00 M m r�lM a z a z Z) W Z z a2Y ¢ O '� uj o m 0 rn m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 100 SHEET NO. 602 _TTT - I I I T'-i