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LO <br />LO <br />C0 <br />C�4 <br />CD <br />01 <br />LO <br />LO <br />W <br />W <br />E <br />A, <br />r <br />C14 <br />�R <br />Cl- <br />CN <br />C> <br />1� 1 1 8. <br />_9;?11 T-22 - -011 5'-0" 5--1 0" <br />1� 8 1- 51 1. 1� <br />H.B I TYP @ 1 STORY <br />+ U.N.O. <br />I <br />T- 10" 1� 6-0" <br />A"I <br />2'- 1 WAI " . 5'-11 <br />4' <br />c') <br />.......... <br />...... <br />6L <br />0 <br />HVAC CHASE <br />BASED ON <br />A <br />LOCATION <br />16'-0" 2'-93-4" <br />6-10".-, ...... . <br />—.E* <br />01_01� <br />3 1/2" <br />SINK, v/ DISP <br />f <br />1 <br />N <br />I <br />10 <br />60 <br />I <br />10 <br />" 1\ 1 F — — — — — — <br />Fr�7 <br />00 <br />co <br />44) <br />'1 �3 <br />D.W. I III ) 11 ) 111 <br />7 <br />N <br />U, <br />"t <br />L — <br />L _j L —ill <br />L - - - CHASE TO IS D <br />= __;9_ - - �� <br />4 <br />-rYP @ i <br />STORY U.N.O. <br />- - - - - - - - - - -- <br />PROVIDE 1 Y2" RECESS L - - - - - - - - - - - - - <br />CJT7_ OPT <br />-7 Cj <br />C4: <br />Ci <br />A% - <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO -KITCHEN ISLAND <br />ill <br />Ill REF 1: <br />......... <br />T <br />: '' ::: <br />10'- 1041" <br />- <br />PER FIELD <br />MASON'S SLOPE FOR LOW WALLS <br />Ill 1* <br />0 <br />7 <br />CONDITIONS <br />WIDTH <br />U _j <br />40 4--0" <br />16-10" <br />12'-10" <br />7 <br />INDICATES FILLED CELL w/ 3000 PSI <br />: : <br />_j <br />CONC. GROUT FROM FT. TO BEAM 1\ 1\ <br />.... .... <br />................. <br />. , . . , . . . . ., ., ., .. .. .. .. .. 1� f .. <br />W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3b0b-psi CONC. <br />.......... <br />TOP OF CONC./ PAVER BE <br />(2) #5 REBAR <br />TYP @ ALL PLACES SHOWN SLAB FOR HERN,�RDO <br />01-01, <br />4�-8" <br />T-8" <br />4'-6" <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY 4" BELOW FIN. FLR. <br />FILLED CELL <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CONC. <br />PROVI DE Y2" x 9 Y2" <br />SLOPE' <br />STEEL" lIL VISQU�bl <br />SLAB OVER 6 IV <br />1\ 1\ <br />RECESS FOR FIRT. POOR <br />VAPOR BARRIER 1\ \ I <br />2'-6"x2'-6"X1'-0" FTG LO <br />4' <br />(D <br />25'- 1 Wf <br />9'-5" <br />W/ (3) #5 E.W. <br />0) <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />.............. ........... F. .77 . ..................... ;1% <br />Ci <br />ci <br />K <br />cc <br />(2) #5 REBAR <br />10 <br />S3 <br />-1 <br />S3 <br />VERTICALS w/ in <br />-1 <br />TYP @ 1 STORY <br />I A lu <br />I <br />FILLED CELL <br />�-Z-6" x Z-6" x V-0" <br />U�l <br />T-5" <br />T- 1 <br />W/ (3) #5'S E.W. <br />Al <br />F <br />2'6"x2'_6"X1--0-' FTG <br />G� -1 F - - - - <br />W/ #5 E.W. <br />(2) #5 REBA <br />(3) <br />Lo <br />I I I <br />F I., <br />SLOPE <br />71:1 <br />co <br />VERTICALS w/ in/ <br />FILLED CEL L <br />-100 <br />..................... <br />.. <br />I OPT. D 11 <br />1 11 <br />OPT. W 11: -3 1/2" <br />L <br />It -J It <br />- <br />I? <br />L <br />5'-3" V-11 0" T-16" <br />j <br />1L <br />---- <br />�__J <br />Ci <br />­cj <br />_CJ <br />7 <br />T-11" <br />I <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />C14 <br />LO <br />�100 <br />�3 f <br />35f.-4" <br />20'-6" <br />BUILDER TO PROVIDE <br />0._01. <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER <br />4'-0" <br />12'- <br />1 <br />FBC <br />(2) #5 REBAR <br />VERIFY LOCATION <br />VERTICALS wl in <br />ELECTRICAL PANEL <br />FILLED CELL <br />o? <br />X <br />(i) <br />TYP @ 1 STORY <br />5,. U. 10. <br />V-16" 5-78 6'- 41,,' 6-10" <br />11.2 "1 <br />VERIF METER H.B <br />LOCATION WITH <br />BUILDER <br />15-10" <br />FOUNDATION PLAN — ELEV—B1 <br />SCALE: )/4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE I BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />VVVVF 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 />Uj <br />A Uj <br />cf) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-101" <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />�--#5X 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: 3/4" = V-0" <br />C%41 <br />C= <br />C%Q <br />CD <br />C, <br />.0 <br />CL <br />to cli <br />= cc <br />CD Cu <br />E <br />fa. <br />M <br />'j <br />D - <br />L <br />To the best of the Engineers knowledge information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and sea[ is only for <br />the structural <br />engineering portions of the drawing pages beadng <br />Engineers <br />s grature and seal, <br />41�11 <br />AMAIM <br />8 <br />C� 6 2 <br />0 <br />Uj <br />00 Q) C-4 <br />�? - �; <br />r— I- -_0 <br />N 0 <br />13 <br />ca LL (L <br />_j Lu <br />EL <br />0 c? <br />zz N C) <br />r- <br />07— ;;Ow� <br />IL z <br />05 c��co <br />-o ��Zo<r <br />3 <br />L0 cl) � <br />Ci (6) W 0 <br />< 0 <br />z <br />W <br />0 to <br />0 El <br />So c-4 <br />V) <br />Q) <br />4-, <br />U <br />0 <br />V) <br />Ln <br />1­ c/) <br />LU <br />E <br />C) w <br />u) <br />4m, <br />04 <br />Qo <br />z <br />c,v E <br />z- <br />CL <br />F= 8 <br />cu <br />F <br />uo <br />z <br />c8 E <br />c4o M <br />o. <br />o < <br />It <br />'o <br />-cF <br />< <br />'o <br />0 <br />z <br />o <br />W <br />c/:) <br />c, <br />z <br />'o <br />o <br />514 1 <br />6 3: <br />0 <br />LO <br />LO <br />< <br />0 <br />LO <br />Lr) <br />C:) <br />0 <br />0 <br />C) <br />0 <br />M <br />LO <br />0 <br />< <br />0 <br />_�e 04 <br />U C:) <br />co 04 <br />(.0 <br />LO <br />LO <br />LO U') <br />E <br />6 <br />cu <br />z <br />E <br />ICU <br />E <br />0 0 <br />< <br />_j <br />JOB <br />NO: <br />23-06129 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />4z <br />F-- I T_ 7 - [1 11 F <br />