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NOTE: <br />6 WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GAS PREVALENT <br />AREAS, APPENDIX "E" OF THE W EDITION (2011) FLORIDA BUILDIWS <br />CODE 15 TO BE IMPLEMENTED. CONCRETE 5TREWiTH IN THESE AREAS <br />TO BE A MINIMUM OF 3000 P.51 THEREFORE ANY AND ALL NOTES ON <br />THESE PLANS THAT INDICATE 2500 P.5.1. SHALL BE REPLACED WITH <br />3M P.51 FOR THE CONCRETE 5TREWjTH. <br />0 SEE 514EET 5N FOR SOIL AND TERMITE NOTES. BMTE / BORACARE <br />TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L <br />P0150NI%. <br />W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB <br />UPPER 1/3 OF SLAB THICKNE55 WHERE SWM <br />OR FIDERME51-1 ON FOUNDATION PLAN <br />KINK (SEE PLAN) <br />Lu <br />x <br />CONTROL <br />JOINT DETAIL <br />N.T.5. <br />S CONT. REINF. SEE <br />FOUNDATION FOR <br />QUANTITY <br />15x25"45" COWER <br />BAR ONE FOR EACH <br />HORIZONTAL REBAR <br />TYP. (U.N.O.) <br />77777777777-71 ALTERNATE <br />1-141 11 11 114 THE REINF. BARS SHALL BE <br />CONTAROUND CORNER BY <br />COLD 5ENDIWj THE BAR <br />W1 MIN. BAR LAP 25" <br />TYP, CORNER <br />BAR DETAIL <br />N.T5 <br />F <br />c <br />64'-&" <br />414N 41-ON 51.211 41-411 3'-10' 31-3" 3'-3' 31-1011 1-0"_ 31-1011 31-ON 31-ON .. 21-2N ., 51-411 51-40 41-Ou 41-411 <br />42 `x42 " <br />A/C PAD <br />21-ON <br />CONE). <br />— — — — — - 71 <br />7— <br />01 <br />1 <br />W.H. <br />A TYP. AT ONE-5TORY <br />53 (SEE AA/63 FOR <br />_j <br />STEM WALL OPT.) <br />CC% <br />BN <br />311 2N <br />32'-4" <br />201-2" <br />b <br />L 36"x60" SHOWER <br />r I <br />PAN (VERIFY <br />rK <br />DRAIN LOCATION) <br />G.J. <br />ci. <br />ci. <br />TYP. AT ONE-STORY <br />cl <br />(SEE JJ/53 FOR STEM <br />WALL OPT.) <br />so <br />ELEVATION AT 0'-0" (ASSUMED) <br />3_5" THICK, 2500 OR 3000 F.S.I. <br />CONCRETE SLAB ON CiRADE W1 <br />bxb WIAxWI.4 MESH OR FIBER <br />Cr <br />i <br />MESH OVER 6 MIL. VAPOR <br />N <br />sin <br />13ARRIER ON CLEAN, WELL <br />COMPACTED, TERMITE TREATED, <br />OPT. <br />IWANER <br />rjRANULAR <br />FILL. <br />jr- <br />I I OPT. <br />C.J. <br />- - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - --- <br />- - - - - - - <br />- - - - - - - - - - - - - - - 4 -- - - - - - - - - - - - - - - - - - - - - - - - - - - 17 <br />DRYER <br />- - - - - - 41- - - - <br />+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - <br />C.J. <br />A <br />4.a4- I <br />TYP. AT ONE-5TORY <br />(SEE JJ/53 FOR STEM <br />WALL OPT.) <br />'4" <br />30'-2" <br />4N <br />LU <br />PITCH <br />> i <br />1/8" FT. <br />i <br />- 24"x3b"A2" D. <br />53 <br />Cc: <br />CONC. FTG. W/ <br />11 <br />53 <br />(3) '5 13AR5 E.W. <br />JAI <br />4'-4" <br />4-4- <br />En <br />-z7= <br />4 / / / /77 <br />4 <br />A <br />48"x% <br />ci <br />3/4" KGE55 <br />Lu <br />---I -�' <br />CONC. PAD <br />�,n <br />FOR ENTRY DR, <br />PITCH <br />Q <br />C4� <br />Lil <br />1/8" FTo <br />Lu <br />1777 <br />PITCH <br />1� <br />1/51, FT. <br />4v <br />C14 <br />elk <br />A <br />C" <br />cli. <br />I <br />L(D) <br />C.J. <br />24"66"AY D. <br />CONC. FT63. W/ <br />-------------------------- <br />m <br />= -------------- <br />I I� <br />T --------------------- <br />I ----- <br />--- <br />L <br />(3)05 BARS E.W. <br />71 <br />)—PT. <br />REF. <br />__T <br />L <br />811 C?W. WALL A5v. <br />cc <br />10;o <br />;F_ 0. <br />F0111C0111COATE5 115 <br />A , T' <br />A INDICATES 2 05 <br />41-011 4'.0- 4'-0' 44" 4'-3" 4'-1" 51-0" 51-01 5'-4' 4'-0* _414N 1'4' <br />THE FOUNDATION SYSTEM WAS BEEN DES16NED USIWj A MINIMUM <br />501L I3EARIWj CAPACITY OF 2WO-P5F (R401A,I F13CR). ij <br />64'4' FOUNDATION — A <br />SCALE: 1/4" - 1'-0" <br />DAVIS BEWS <br />DESIGN G <br />M SrATE STRIEEr EASr <br />CLIDGMk RO" 3*77 <br />SL3 925 L300 Ta- <br />80 gr25 18W FAX <br />MrWW.DAVffiBE%V&C0M <br />TAMPA o IDENWER. <br />EST. 190" oz�� <br />F oil <br />III oil <br />... moll <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />8_ -E REW 1. MEISHEID, P.E. #83217 <br />I HEREBY ERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUF. LAYOUTTO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />C) <br />Z f'*4 <br />0 (v N <br />:L-! C) <br />en CD <br />fn C) <br />4-J N <br />Ln M LO <br />0- (A <br />z En <br />w 0 Ln <br />C u- <br />fn <br />M' T-1 <br />CL 00 <br />z z E <br />z <br />wLu <br />_j 0 <br />z <br />z g <br />Lu <br />U480 <br />8 <br />z C) z -Cc <br />tmzz <br />00 _'j Z' <br />ce x _j <br />�� 0 <br />Z Z <br />>- 8 <br />� z <br />0 z <br />:5 <br />z <br />0 <br />> <br />0 j 0 <br />u V) �z <br />z j w 14 r- <br />LL <br />Z 211 <br />0. W., <br />i; LA Lr) JJJimmm4 < x <br />r 00 < w9w <br />14 LL <br />< Ln ox: <br />z ua- m <br />z f 14 <br />Lu Ln <br />_j -r-4 <br />OR <br />00 8 <br />1-4 Z a <br />ko z z 0� <br />Z LL' <br />00 Z z ui <br />M <br />0 <br />SCALE AS NOTED <br />DATE 10/4/2018 <br />VERSION NO. <br />100 <br />SHEET NO. <br />601 <br />