Laserfiche WebLink
Q <br />N <br />C <br />a> <br />- J <br />rh <br />W <br />I <br />o\ <br />x <br />rn <br />C <br />x <br />00 <br />00 <br />Q <br />J <br />to <br />La <br />00 <br />I <br />rn <br />a> <br />v <br />i <br />rn <br />0 <br />H <br />Q <br />N <br />v <br />a <br />I <br />d <br />E <br />O <br />S <br />G <br />N <br />i <br />N <br />U <br />O <br />G <br />i <br />ry+ <br />O <br />CL <br />d: <br />0 <br />J <br />N <br />LZ <br />N <br />N <br />0 <br />0 <br />a <br />w <br />0 <br />N <br />N <br />. o <br />N <br />W <br />m <br />s. <br />c <br />it <br />1'-6" 1. T-78" <br />6.-4$ <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />I"I <br />M <br />- <br />5' <br />T-1 <br />H.B.T <br />00 <br />TO <br />BUILDER <br />2) #5 REBAR <br />�* <br />4'-0" <br />12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />0'-0" <br />PROTECTION <br />WHEN REQUIRED <br />I <br />■ <br />I <br />PER FBC <br />I <br />35`4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONIC.� <br />iv <br />I SLAB FOR HERNANDO <br />J <br />COUNTY ONLY `' S3 r <br />I I: <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-73,1'4" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />o <br />■ I I 1:: <br />CJ GJ : BEYOND WALL C <br />Jr <br />I <br />IT <br />I <br />`s7 <br />nioo <br />5-3" 3'-6" N r <br />I <br />-1 <br />2 #5 REBAR <br />() <br />VERTICALS w/ in <br />............. <br />0 PT. OPT. D <br />—G <br />c) <br />FILLED CELL <br />I 1 _3 1/2" <br />o • <br />2'-6"x2'-6"X1'-0" FTG ' <br />W/ (3) #5 E.W. 3'-5.1 <br />SLOPE <br />7. 11. <br />(2) #5 REBARAinj <br />T� I � <br />2'-6" x 2'-6" x 1'-0" <br />I `�' :: AHU I <br />VERTICALS w <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />04 <br />S3 <br />FILLED CELL <br />°I <br />ici <br />Ci <br />''_ '''' <br />__j <br />a <br />..: . . .. <br />�s47 1 <br />I2z/11 951s <br />■ <br />■ 4'-4" <br />2'-6'x2'-6"X1'-Y FTG <br />W/ (3) #5 E.W. <br />I 4' I <br />L <br />o <br />(2) #5 REBAR <br />/ / <br />INDICATES FILLED CELL w/ 3000 PSI I i / I PROVIDE %2' x 9" �' <br />CONC. GROUT FROM FT. TO BEAM / �� RECESS FOR FRT. POOR <br />SLOPE I <br />S3 <br />in <br />VERTICALS w/ in <br />FILLED CELL <br />y1// (1) #5 REBAR VERT ABOVE SLAB / %/ HVAC CHASE <br />I / / TOP OF CONC./ PAVER T BE 4" <br />4'-0" <br />4'-4" T-6" <br />TYP @ ALL PLACES SHOWN / / BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />• • ' ■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED /i/ LOCATION I " <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 ::.:: : ; ; : . .......... <br />... ; <br />STEEL" /�/ <br />/ <br />-----•-----� <br />4'-011 <br />/ i 16'-10" <br />..12'-10" <br />o <br />10'-10�" <br />STEPS AS <br />/ / <br />I <br />PROVIDE 1 Y2' RECESS <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. . `. " ...... <br />LOW WALLS : . <br />icj: <br />4 <br />CONDITIONS <br />WIDTH REF. : � �:1— <br />■ <br />C�--r— <br />■ <br />CJ �-I-I I <br />r <br />— — — T� — — — — — — — — <br />� <br />/ / —_—--_---- —_—__---- — I <br />I CHASE TO IS — — D <br />— — — — — — <br />° I ! <br />TYP @ 1 <br />IFI <br />t I <br />... <br />STORY U.N.O. <br />N <br />,- <br />oo <br />S3 <br />( <br />I I D.W. <br />I / I 1 <br />i / �L �— <br />if t <br />t <br />III � <br />I <br />A <br />S3 <br />T <br />LO <br />`n <br />=—_ — — :: <br />I / SINK / DISP <br />Cl)+ t <br />I <br />3 1 /2" <br />/ i/ <br />16'-0" 2144II 6-10" :: <br />0I-0t 1' <br />:: ■ <br />/ <br />t <br />f <br />co <br />o0� <br />tI <br />it J <br />........................... ............ <br />H.B� <br />I_On <br />5'-4" .1-98.. _ T-28.. <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10.0 " 1 5'-1 <br />-4" <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 SIN 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 />Z <br />w J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.;: <br />#5 CONTINUOUS <br />,�: <br />; :: •' <br />•_ <br />REINF. SEE FIND. FOR <br />QUANTITY <br />;; <br />',,�; <br />; ;•; <br />#5 X 25" X 25" CORNER <br />• <br />'�_: �' '•_�,: <br />; ; <br />BAR ONE FOR EA. <br />�_, <br />HORIZ. REBAR, TYP. <br />.. ... <br />\ <br />.:. <br />U.N.O. <br />• .,' ., .,L <br />. <br />"Alternate: <br />\ <br />The reinf. bars shall be <br />;�,; fir.,• ��,;.;; <br />;; <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 />�0 t�vf7, <br />•• <br />LU <br />O <br />0 x, <br />:u <br />F to <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 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 />Ns <br />W <br />oo <br />W <br />Ir <br />O <br />U <br />N et <br />(O 0o <br />N <br />M N <br />� l.L LL. <br />pC� <br />y <br />N <br />�MCA(n <br />=LL <br />J * W W <br />�LLaa <br />Nl <br />a <br />�?uM <br />ai mLL <br />W vim <br />lit oW. Lo <br />� <br />Z <br />a'� <br />��°' <br />aY <br />0103 0M <br />i�o <br />W.=c:&(� <br />0: 0 <br />W <br />Z <br />I IL <br />L <br />E&rn <br />0) <br />�@ N 6 <br />N Q c) z <br />o a <br />W 0 <br />0 <br />U H <br />W <br />z N <br />o <br />z o <br />J M <br />0.. N <br />N <br />M <br />Z v <br />o <br />�- <br />_ rL <br />Y <br />LU <br />W d <br />O <br />o Q <br />_ <br />Q) O <br />N <br />Un <br />w� <br />o <br />to <br />o <br />� <br />nipw <br />� <br />U °' <br />� <br />2 e <br />a $ <br />r <br />V O y <br />0 <br />Q o <br />em <br />o <br />c <br />w <br />M <br />o3 <br />Z <br />Q <br />U- <br />L.L <br />CO E <br />CL <br />z o <br />M o <br />oLL <br />Z< <br />Za <br />o a <br />E <br />Cz <br />O <br />U l0 <br />CL <br />O <br />U <br />cz <br />O <br />Wz <br />N <br />i <br />g <br />¢o <br />�z <br />� <br />CY <br />_ C <br />U <br />�o <br />m � <br />°¢ <br />Z <br />>Z <br />to J <br />< <br />�Z <br />N <br />oa <br />ao <br />w <br />o <br />oz <br />=a <br />=3 <br />c� <br />To <br />zla <br />¢ <br />$ <br />�N <br />O <br />.N <br />W <br />00 <br />00 <br />LL, <br />M <br />N <br />C <br />ID <br />m <br />V <br />C_ <br />� <br />TTV <br />Vl <br />Z r <br />Ln <br />T 00 <br />M N <br />r <br />00 <br />O <br />T <br />E <br />m <br />� <br />= N <br />M \ <br />(n N <br />O <br />z <br />Z <br />E O <br />.v rcc <br />= <br />FL <br />E <br />U -j <br />T <br />q p <br />JOB <br />NO: <br />19-8536 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />6 <br />