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C <br />c <br />d <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 7' 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 />65'-0" <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-101, 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />V-6" 5'-78" 6'-4$" 6'-0" 6' 0" 6'-0" 6'-0" 6'-0" S-2$' T-18" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY T-O" U ' „� z <br />U.N.O. _LU <br />A p a <br />S3 H.B. <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />BUILDER TO <br />(2) #5 REBAR <br />PROVIDE <br />VERTICALS w7inT <br />FILLED CELL <br />I::OAPPLIANCE <br />PROTECTION <br />0'-01, <br />I <br />WHEN REQUIRED <br />I <br />I <br />■ <br />I : <br />PER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. N� <br />o <br />SLAB FOR HERNANDO f' <br />-r <br />I <br />K iv <br />I <br />J <br />Cn <br />COUNTY ONLY r <br />I <br />S3 <br />( ' <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN <br />2'-7a" <br />4'-g" <br />4'-10" <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />■ <br />• I CJ <br />:: <br />I :GJ <br />: <br />BEYOND WALL <br />CJ <br />I <br />o <br />IT <br />— — — <br />r? <br />5'-3" 1'-10" T-6" <br />`~ <br />T <br />i <br />0CN <br />r� <br />(2) #5 REBAR <br />VERTICALS w/ in <br />I <br />I — <br />• .. ................. <br />• <br />PT. <br />OPT. D -3 1/2" <br />cn <br />FILLED CELL <br />2'-6"x2'-6"X1'-O" FTG G <br />I <br />SLOPE <br />W! 3 #5 E.W. <br />_ _ _ <br />(2) #5 REBAR <br />_ ( ; <br />2'-6" x 2'-6" x 1'-0" <br />AHLI <br />I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />I <br />`y <br />/ <br />( S3 <br />CC <br />S3 <br />FILLED CELL <br />I <br />C? <br />T <br />S3 <br />• .� <br />CJ <br />— �C'J <br />.� .� .. .� <br />rzy <br />o <br />:::::: <br />- <br />. <br />ov <br />�� <br />25'-10 28" <br />/ j'.:::: <br />g'-512s' <br />_ <br />4 4 <br />i i 41 <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />(2) #5 REBAR <br />I <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />i i I <br />i �j�' <br />LO <br />PROVIDE %2' x 9" m <br />RECESS FOR FRT. POOR <br />SLOPE I <br />S3 <br />(.0 <br />in <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />/ <br />HVAC CHASE <br />TOP OF CONC./ PAVER <br />T BE 4" <br />4'-0" <br />4'-4" 4'-6" <br />FILLED CELL <br />TYP ALL PLACES SHOWN <br />@ <br />BASED ON <br />(� 0'-0" <br />BELOW FIN. FLR. <br />. ■ <br />.... <br />" "■ <br />■ <br />■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I LOCATION I • •...:::::::::::::::::::::::::::::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />i i <br />..: <br />.. <br />. : <br />ISTEEL" <br />��� <br />-------------� <br />:12'-10" <br />4'-0" <br />I i <br />16'-10" <br />o <br />1 „ <br />10'-10- <br />d. <br />STEPS AS <br />I RECESS i i / I .' . <br />PROVIDE 1 �" � � <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />KITCHEN ISLAND <br />OPT. <br />..' ..""""""" <br />4 <br />CONDITIONS <br />■ <br />WIDTH �ii/CJ r <br />--_ ---- <br />— CJ REF. :: <br />J—td <br />CJ • <br />CJ—I <br />■ <br />— <br />— <br />— — — <br />— <br />II <br />— — <br />— — <br />--- <br />—I F <br />--=---- <br />—1 <br />—___-- —=__ <br />j CHASE TO IS D <br />:: <br />° i <br />I <br />TYP 1 <br />STORY U.N.O. <br />- <br />o <br />D.W. <br />Ilit <br />A N <br />OP <br />I <br />S3 <br />_ <br />SINK / DISP <br />} i Cl) <br />if <br />I <br />16'-0" <br />2--��� <br />6'-10" ..... <br />:: <br />:: I <br />� 0 -0 <br />■ <br />} <br />- <br />:: <br />M <br />_9 <br />L_---------.�--- <br />-- -�- --- <br />------ <br />--------I-- <br />-- <br />- - l#_--75 <br />------J <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />4■ <br />■ <br />■ <br />■ ■ <br />H.B� <br />5'-4" �. 1 �-958" I- 3'_28,, L 5'-0" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-1064' 1_ 5'-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />,�� ; ..•' "�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�',;' ,;•'�;; ;; ;' <br />BAR ONE FOR EA. <br />ILA <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />•, <br />*"Alternate: <br />_ <br />The reinf. bars shall be <br />Gr+; •�: ;Y,;.'G;;,: �r <br />cont. around corner by cold <br />,,•'�;:, <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />,e P <br />........�+10, <br />o <br />O <br />v� <br />Aco <br />0 <br />,. ,.• <br />e' 0FE� <br />�t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2017 <br />Florida Building Code <br />- <br />Residential 6th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />WE <br />jo <br />00 <br />N (9 o�p <br />ik <br />O p rT (0N <br />O O N <br />~ N <br />N <br />u;u as w <br />mrna <br />u- <br />LL LPL d <br />Q6(`) <br />Z <br />N Z <br />S W W <br />> 0'ii SZ a aw'm <br />a0)mt 0 o o <br />m Z. m O <br />Z. <br />9 <br />is o r- c_° oo <br />W <br />W <br />IL LL <br />Emrn ¢0a <br />o <br />Z <br />°'roNo ix 0S2 <br />N Q o M z U 0 <br />WOv <br />J <br />❑❑❑ <br />M <br />/11 M c- <br />z N MO <br />_ <br />z g <br />J M <br />d N <br />_ M <br />t" <br />z o <br />�N <br />.0 <br />a <br />0 <br />o Q <br />W <br />E <br />ws <br />U CO <br />w m <br />U o 0 <br />a o <br />o <br />C <br />J <br />w <br />2, <br />Z <br />J <br />IL <br />c6 E <br />n. E <br />E <br />zo <br />�o <br />wLL <br />' <br />}o <br />'da <br />?® <br />oa <br />U <br />c <br /><0 <br />U0 <br />X U <br />2a <br />> ° <br />O< <br />O E <br />ON <br />i <br />az <br />wo <br /><o <br />r z <br />a <br />w <br />(� <br />U <br />hm <br />m� <br />° <br />0 <br />''<w <br />Cn <br />ono <br />U <br />a. <br />�� <br />a <br />'rj <br />K 0 <br />gw <br />2 k <br />a� <br />z <br />O <br />>° <br />o3 <br />w ¢ <br />a <br />v <br />0< <br />° <br />.N M <br />>CU <br />^L1 <br />W <br />c� <br />�— <br />o <br />Ln <br />M <br />� <br />00 <br />Q <br />Y <br />2 <br />O <br />O <br />m <br />o <br />.� <br />o <br />ECN <br />d. <br />r <br />c`a o <br />r N <br />T— <br />o <br />LID <br />Ln <br />T <br />00 <br />v <br />E <br />a <br />c r <br />M <br />o <br />z <br />m <br />z <br />� <br />E O <br />�; <br />a- <br />C) <br />Q p <br />JOB <br />NO: <br />20-3573 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />