Laserfiche WebLink
C <br />G <br />d <br />1'-90" . 3' <br />H.B.; <br />1 <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />-1 <br />r a <br />6'-0" T-10" 2-10F" 5-11�" <br />5' <br />-4" <br />----------------- -c -------------- <br />........... ............ <br />4— <br />0 <br />-- I:. <br />0 <br />o <br />I <br />I <br />16'-0" 2 -Od 6'-10" <br />r <br />o <br />I ~ \ _ SINK / DISP <br />\� ----- I I <br />00 <br />I <br />\ r= r--� o <br />III <br />A <br />b <br />`n <br />I D.W. I I <br />L'11E CHASETO tS D ; <br />\ CJ L - - - - _ _ - - - - _ - CJ OPT. T CJ C4 : <br />o <br />CJ -�I II ■ <br />TYP @ 1 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y" RECESS \ <br />I FOR SGD. REFER TO \ \ REF. :.. '.: '.. '. '. '. '. '. '. '. '. '. '. '. '. '.: . '.'.'. <br />Lj I <br />'.'.'.' : ::.' 10-104 <br />PER FIELD <br />MASON'S SLOPE FOR \ KITCHEN ISLAND <br />I <br />CONDITIONS <br />WIDTH \I� \ LOW WALLS .::: •. <br />0 <br />�t <br />4 -0 <br />I \ \ 16-10" <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />CONC. GROUT FROM FT. TO BEAM <br />\ \ <br />— <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ <br />■ ■ <br />TYP @ ALL PLACES SHOWN \ \ I � <br />\ 0.0 TOP OF CONC./ PAVER T BE 4" <br />■ <br />(2) #5 REBAR <br />\ <br />I HOOKED FTG. DOWELS 5" EMBED \ \ HVAC CHASE BELOW FIN. FLR. <br />4'-0"11 <br />4'-4" <br />4'-6" <br />VERTICALS w/ in <br />W/ 25 EXT. ABOVE SLAB 'GRADE 40 \ \ <br />STEEL" \ �� BASED ON <br />I Y2" <br />SLOPE I <br />FILLED CELL <br />PROVIDE x 9" <br />, <br />\LOCATION <br />\ RECESS FOR FRT. OOR ih <br />I <br />L <br />�1 <br />0 <br />\ 2'-6"x21-6"X1'-0" FTG <br />( -4" <br />\ <br />25'-10, g" \� \ 9'-512a" W/ (3) #5 E.W. <br />4._4„ <br />"' <br />17 <br />------------- <br />(2) #5 REBAR <br />00 <br />TYP @ 1 STORY S3T <br />\ I S3 CC <br />I <br />U.N.O. <br />= S3 <br />VERTICALS w/ in I <br />' <br />I I ri I • • AHU ( <br />FILLED CELL <br />2'-6"x2'-6"X1'-O" FTG _ _ _ <br />2'-6" x 2-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE <br />7 I <br />`�r" <br />I W/ (3) #5 E.W. G �� -3 1/2" <br />I I OPT. D PT. I <br />I <br />o <br />ih <br />FILLED CELL <br />_S3 <br />�� <br />. .................. <br />I <br />f,� <br />S-3" 1'-10" T-6" I O <br />I T <br />_, <br />I N <br />T.• <br />I 3-1/2" MIN 3000 PSI CONIC I ' 2'-72" T-10' 1'- " ' EDGE OF SLAB 2" <br />co <br />rn <br />SLAB FOR HERNANI BEYOND WALL <br />I <br />COUNTY ONLY <br />I <br />N <br />3-1/2" MIN 2500 PSI CO.—=� <br />10 <br />SLAB OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER • • ' N <br />35'4" • • 20'-6" <br />■ <br />. I <br />I ; ; <br />BUILDER TO <br />0'-0" <br />I <br />I ; : <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL I <br />:: <br />WH• <br />WHEN REQUIRED <br />o o <br />PER FBC <br />_ <br />----------+- <br />--- <br />— -- --------J-' <br />— — <br />-- <br />+-- <br />------J <br />.............. <br />ao <br />E <br />7- <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />1'-6" 5'-7g" 6' 48" _ 6'-0" <br />!n <br />6'-0" <br />55'-10" <br />65'-0" <br />5' <br />8'-6" <br />FOUNDATION PLAN MONO - ELEV-Al <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 />W z <br />U) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />. _ • <br />•_ <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />�• <br />QUANTITY <br />��•' <br />�'' <br />•' <br />#5 X 25' X 25" CORNER <br />' ' �• <br />�'• <br />BAR ONE FOR EA. <br />------------------- <br />' <br />•• <br />;. <br />HORIZ. REBAR, TYP. <br />' <br />Ile <br />U.N.O. <br />•, <br />' • <br />"Alternate: <br />• <br />The reinf. bars shall be <br />• •, <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />e <br />�l�� y�y•�0 <br />SE <br />�fx�s!•o r t- � � <br />� J .�? <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's 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 />Q <br />c,E <br />� N aD <br />O O N it <br />® <br />i n 5 00 LJ <br />.�� W <br />�i <br />�i <br />r a- u- LJL a <br />QjMM W <br />a Lu <br />13IxjE-_-2q_W0C) <br />ccLL L s <br />o <br />FuC 00 <br />CO, <br />W <br />o 2�Y) <br />rno <br />z <br />LL <br />00 EN 0 <br />N Cl)Q V O J <br />W° <br />C El0o <br />o <br />V M r <br />o <br />Z N co <br />O <br />z� <br />Z n <br />J <br />(Z � <br />(/)V)N <br />M <br />z -8 <br />Q) W1' <br />V o <br />LL <br />T <br />f� <br />to <br />w <br />Q <br />0 <br />N <br />W <br />c <br />.n <br />W <br />L U <br />C Co a> <br />¢ N � <br />Q <br />sm <br />O <br />M <br />M <br />w Z <br />w <br />z <br />o 5 <br />g <br />o.. E <br />E�� <br />o o <br />s <br />z <br />O E <br />40 <br />XU <br />OQ <br />d <br />UK <br />�0U <br />Z <br />Z <br />N <br />z <br />¢o <br />-Z <br />¢_, <br />��-• L <br />N = <br />C <br />2 <br />U <br />=0 <br />m 0O <br />O <br />ZF <br />J <br />�m <br />¢ ° <br />QW <br />Z <br />u) <br />3 <br />8 <br />o <br />az <br />W <br />U <br />ww <br />-o <br />�LL <br />�z <br />�k <br />� <br />OCD <br />> <br />O <br />ozla <br />a x <br />o 3 <br />�N <br />0 <br />= <br />` <br />> d' <br />J <br />^L1 <br />m <br />W <br />1 <br />m <br />0 <br />U <br />m <br />ca <br />r <br />0 O <br />■ <br />CV <br />O <br />r <br />LO <br />ui <br />oo <br />N \ <br />o <br />t0 <br />Z <br />E O <br />N <br />Z <br />� <br />c <br />a- <br />E <br />U <br />N <br />Q p <br />c <br />JOB <br />NO: <br />20-8070 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />LU <br />:0 <br />w.` <br />