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4 <br />d <br />54' <br />TU.N.O. <br />TYP @ 1 STORY <br />H Bt <br />LID <br />17'-2j" <br />2'-9" 2'-8" -11 I I <br />I I: <br />II II <br />III <br />01011 <br />I <br />■' <br />II <br />L �1 I <br />I <br />II; <br />` <br />I <br />I <br />HVAC CHASE M <br />: '.'.' :::: 1 �' "�' <br />1 <br />I <br />I <br />in <br />I BASED ON <br />i I <br />III <br />10'-10�" <br />CID <br />LOCATION <br />■ <br />......... <br />I .. <br />I I <br />CJ <br />H� — CJ - N <br />- - C-� <br />1 ■ <br />'- <br />' <br />2'-6"x2-6"x 1'-0" <br />1 W/ 3 #5'S E.W. Z�� <br />() 17'-5B <br />36'- 6�" <br />1 <br />TYP @ 1 <br />STORY U.N.O. <br />■ . — ; 0'-0" I <br />; ......... <br />Igloo <br />co <br />.. . . <br />.I . <br />.1 <br />I S3 <br />. ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />T0P OF CONC./ PAVER TO BE 4" r <br />3'-8" 4'4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />r•- — — <br />7,-1 I 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 <br />4'-8 <br />„ l PROVIDE Y2" x 9" <br />2-6'x2-6 x1-0 <br />�' <br />L Cv <br />-31/2' <br />1 <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W.I( <br />d <br />3 <br />1/2" SLOPE <br />S3 <br />cv <br />o <br />1 <br />I 16'-11�" 81-�" <br />i— <br />� <br />is <br />4 <br />— — — <br />■ <br />o <br />........... <br />■ <br />. <br />`-4 <br />1 <br />■ <br />CJ I I II III 1 : -� <br />I I D.W. III 1 <br />— <br />N <br />_ _ <br />I <br />I I tlll��= 9P 1: ,W.H.i <br />■ ' I I I I <br />K CC I CC <br />S3 S3 S3 <br />STEPS AS <br />REQUIRED <br />r C% <br />PROVIDE 1 Y2" RECESS N I III '11-1 <br />I Al <br />R <br />PER FIELD <br />FOR SGD. REFER TO 1 L- 3 <br />MASON'S SLOPE FOR I 1 r �� 111� <br />7 -41i 7 1" 1 <br />r uj <br />x iti <br />ih <br />CONDITIONS <br />4'-0" <br />I I I I 1 <br />WIDTH I 1 I �L <br />N <br />25'-6" sJ�lrn <br />20'-6 <br />I I k1- <br />OF SLAB 2" IBARSICAL <br />(2) #5 <br />x Cl)LC�-EDGE <br />1'• <br />BEYOND WALL <br />KITCHEN ISLAND <br />LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I J 1 <br />( <br />I I CHASE TO <br />I I ISLAND <br />(}- <br />APPLIANCE PROTECTION S3 1 <br />WHEN REQUIRED PER FBC <br />■ - - - <br />INDICATES FILLED CELL 3000 PSI <br />- - _ <br />4 <br />- <br />w/ <br />1 -t CJ <br />I I I <br />" <br />^ <br />-y- CJ 1 <br />to <br />' <br />;c <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />iio <br />r <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ALL PLACES SHOWN is <br />: • I I :: (: ; <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />HOOKED FTG. DOWELS 5" EMBED <br />I W/ 225" EXT. ABOVE SLAB "GRADE 40 <br />: tt �F_'- _ fi� : <br />- <br />�-31/2" <br />SLOPE <br />I <br />STEEL" <br />I SPT. 0 I OPT. D <br />1 <br />N17 20'-1 <br />L----J <br />4'-7U" <br />I I <br />(2) #5 <br />VERTICAL <br />1 <br />BARS <br />1 <br />N <br />1 <br />• • <br />I <br />fV <br />NJ <br />�M-3 <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />7-1 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=1'-0" <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 />--- •-. j ; cWi) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />••'�'- <br />�r '--#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />' <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />' <br />The reinf. bars shall be <br />�• <br />cont. around corner by cold <br />r <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />���:���tal1 t tlrl�rri <br />��• <br />U <br />CO <br />4 F L� <br />E 3 g 1 <br />Mill11111� <br />To the best of the Engineer's knowledge, Information and belief, <br />the structurel plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 8th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />0J�� <br />�Q1NN lL J <br />a <br />LL <br />J 2 <br />"_ <br />U. <br />L W � <br />m 2fe <br />W <br />N <O <br />Z <br />IL <br />O N <br />M16 <br />W <br />v ❑❑❑ <br />z <br />z � <br />z � <br />J <br />U) <br />l/1 <br />a <br />z <br />4- <br />'U <br />in <br />I <br />�Q <br />N <br />O M <br />co <br />Cl) <br />M <br />w <br />i) <br />a <br />�` E <br />gaR <br />oLLza• <br />z <br />O� <br />O <br />$ <br />ZCO <br />c <br />-x <br />� <br />10 <br />g <br />g <br />W <br />C <br />U <br />O <br />LL <br />� <br />0 <br />� <br />>M <br />J <br />� <br />L° <br />AL1 <br />W <br />c� <br />.� <br />00 <br />Q <br />C s <br />CO <br />= <br />CO <br />� <br />O 04 <br />T <br />T <br />LO <br />00 <br />lot 000 rn <br />r <br />EE <br />r <br />E <br />CV <br />y <br />c <br />Z <br />c <br />a <br />Q0 <br />c <br />JOB <br />NO: <br />20-6577 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />