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c <br />c <br />r.: <br />to <br />N <br />it <br />N <br />b <br />s <br />co <br />00 <br />to <br />onto <br />r" <br />0 <br />x <br />r" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LU <br />43 -0 <br />6 4„ <br />TYP @ 2 J <br />STORY S6 <br />H.B.t <br />4' <br />Na <br />■:............... ..... ........... . .......... . M ........... �: ..............� .....l...:■ <br />ao <br />T <br />5'-4" 16'-3" <br />v <br />I <br />HVAC CHASE <br />BASED ON I — 10'-0" I : <br />J <br />S6 <br />■ __,FLOCATION I -• -•- •- .. : ■ <br />,c„� <br />_ �� INDICATES FILLED CELL w/ 3000 <br />\I� 1 <br />I <br />M <br />, �/ ; :: PSI CONC. GROUT FROM FT. TO I <br />00 <br />_ <br />I BEAM W/ (1) #5 REBAR VERT <br />` ` ` �; <br />: I ` I I • • . , • • • , ABOVE SLAB TYP @ ALL PLACES I <br />= \ <br />N <br />■ ` \ <br />I I SHOWN HOOKED FTG. DOWELS 5" ( <br />19b'� I 5'-416 i 1 <br />`r' <br />EMBED W/ 25" EXT. ABOVE SLAB <br />r -1J f "GRADE <br />TYP @ 2 STORY <br />40 STEEL" <br />N <br />CJ10 J <br />I <br />o <br />2'-6" 7-6" 1'-0" <br />0)G _� _ <br />; I <br />x x <br />S3 ` =.. I <br />I 12NDs UP O .. <br />W/ (3) #5'S E.W. <br />N <br />00 <br />■ ; I I FOR A/C <br />II <br />TOP OF CONC./ PAVER TO BE 4" <br />■ : I 0'-0" BELOW FIN. FLR. <br />v <br />L <br />S3 q <br />2'-6" x 2'-6" x 1'-0" <br />I I PROVIDE Y2" x 9" <br />SLOPE <br />J <br />S6 <br />I RECESS FOR FRT. DOOR <br />-3 1/2" <br />W/ (3) #5'S E.W. <br />TYP @2STORY <br />r---------- — ------ <br />cv <br />Fr7� <br />o <br />F <br />( ) <br />BUILDER TO PROVIDE CC 2 #5 REBAR <br />I _ VERTICALS w/ in I <br />MIN 3000 PSI I S3 FILLED CELL <br />OD <br />7v3-1/2" <br />N <br />I -3 1/2" <br />I �, WHENAPPLIAREQUIRENCE <br />SLAB OR HERNANDONC <br />PERIOFBC I <br />PROVIDE 1 Y2" I 2 STORY <br />o <br />I <br />RECESS FOR COUNTY ONLY <br />I <br />in <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I I <br />S3 <br />( MASON'S SLOPE SLAB OVER 6 MIL I I <br />L <br />I FOR WIDTH BA RLIERN VAPOR <br />— — <br />I I I I <br />► I <br />STEPS AS <br />: I CHASE <br />REQUIRED PER <br />TO I <br />C? <br />iO <br />FIELD <br />CONQJTIONS <br />KITCHEN ND <br />: I LOW WALLS I ISLAND I ( &_ SLR I I <br />31/2" <br />-- - - - - - - <br />_ <br />II--_-- -_--- I I CJ I <br />CD <br />r <br />N <br />I I oil I Jill I 4'-11' <br />, <br />TiN _ I I <br />T <br />a <br />n�i,� -----------� <br />IiL Jil e S3 <br />M <br />r �Il 3 I I I I I <br />Az o'.o„ I I <br />■: I -1 I I <br />I <br />°' (2) #5 REBAR <br />CC I <br />S3 VERTICALS w/ in <br />co FILLED CELL <br />I <br />Q <br />- 2 STORY <br />CV <br />RIM <br />J <br />S6 TYP @ 2 STORY <br />6'-0" <br />5'-0" <br />FOUNDATION PLAN <br />SCALE: %4 = V-0" <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />-#5 CONT REINF. SEE <br />FIND. FOR QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NTS <br />_J U �..i <br />C9 r <br />zQ <br />—o <br />Z_N <br />z <br />Q <br />__j <br />E3 <br />f � z <br />w <br />•O w <br />o <br />�N <br />U <br />o0 <br />m N <br />W <br />1 — <br />— 8 <br />N C7 <br />0) ca c+7 <br />N <br />U <br />O O <br />>_LL� <br />Of <br />cd <br />O <br /><Crn <br />N c- O <br />rn�v <br />rn Q o <br />A 1 <br />B ®• <br />B.D. <br />=Jl <br />c <br />Y. N <br />Z F 8M.Z r11 z <br />U) <br />u_ <br />r'n " �5 <br />W -"`" w <br />W — � E la <br />G& <br />G. <br />Z 0 D °� o <br />LLZZVi��° <br />Wa N¢M Q <br />�, o <br />P�P� � <br />�t11��ISif�4'f <br />C7 <br />Qj <br />= Q:� <br />.- <br />C <br />F L O <br />gROFESSIO���t'�`�. <br />% <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />0 <br />zo. <br />g <br />F- <br />z <br />w¢�d� <br />oo8° <br />zb�� <br />�owz <br />zo <br />O w N <br />w <br />��0 <br />_O <br />\// <br />< <br />� <br />ZQ <br />x z <br />^ <br />�../ <br />ZD <br />J¢ <br />O <br />_ <br />0 <br />U <br />= <br />0 <br />o00 <br />0 <br />� <br />0 <br />a"6 <br />�P .. <br />Amy <br />L J <br />N <br />zaz <br /><¢ <br />a <br />g Lu <br />z <br />w6�2 <br />Z <br />'r"I <br />a c � <br />W <br />J <br />L!� <br />rl <br />LV <br />Q <br />� <br />5' <br />Z <br />�z8 <br />�zo <br />o�Q <br />oP8 <br />�¢z <br />00 <br />j <br />z <br />t-uUJI <br />9 o <br />O <br />l <br />2 <br />J R <br />a� <br />rn <br />,-•i <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />