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IV) <br />ICY— <br />L0 <br />L0 <br />IV <br />C> <br />C14 <br />00 <br />1`4") <br />C14 <br />C) <br />Ck:: <br />L0 <br />LO <br />Z2 <br />C14 <br />CD <br />00 <br />I"') <br />C14 <br />C> <br />A <br />Lr) <br />LD <br />ID <br />39 <br />C14 <br />E <br />E <br />LZ_ <br />2 <br />CL <br />C14 <br />Cl- <br />C'4 <br />C14 <br />C14 <br />V) <br />C <br />5 <br />C <br />`t <br />3'-55,," <br />TYP @ 1 STORY <br />U. N. 0. <br />46'-0" <br />I "I <br />VERIFY ME I EK <br />LOCATION WITH <br />BUI -DER <br />5-2'" 7-1 <br />8 <br />3'-0" <br />H.B. <br />6-1 <br />1 w <br />. ................................... <br />......... <br />............................ <br />ELECTRICAL PANEL 6" x 2-6" x 1'-0" <br />W/ (3) #SS E.W. <br />LO <br />2 '-4 7. <br />3 8 <br />4 <br />F- <br />(2) #5 <br />VERTICAL <br />OPT. D I PPT.g <br />BARS <br />TYP @ 1 STORY <br />t =-x i= F=A <br />��-3 1/2" <br />SLOPE% <br />U.N.O. <br />10 <br />(A <br />_CJ <br />Ci <br />C? <br />00 <br />/K <br />KE7 <br />INDICATES FILLED CELL w/ 300( PSI <br />CONIC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ ALL PLACES SHOWN <br />1 CHASE TO j:: <br />I ISLAND <br />11 ...... <br />KITCHEN ISLAND <br />I OW WALLS <br />BUILDER TO PROVIDE <br />AP PLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />3 <br />HOOKED FTG. DOWELS 5" EMBED <br />EDGE OF SLAB 2" <br />.3. <br />W/ 25 EXT. ABOVE SLAB "GRADE 40 <br />BEYOND WALL <br />4'-0" <br />STEEL" <br />t 25'-6" <br />1 1 <br />2 O'-6'� <br />I I I <br />1111f �j C/) <br />7-411, 7'-111 1 <br />M2 2 2' <br />STEPS AS <br />#5 VERTICAL <br />C1) <br />REQUIRED <br />_30 <br />Z-6" <br />r(2) <br />BARS <br />PER FIELD <br />CONDITIONS <br />�e <br />PROVIDE 1 j12" RECESS Cn <br />1 LL <br />K <br />cc <br />cc <br />1=?� 2'-6"x2'-6"x1'� <br />0" <br />FOR SGID. REFER TO I I <br />MASON'S SLOPE FOR <br />S3 <br />S3 <br />VVI (3) #5'S E.W. <br />S3 <br />M WIDTH <br />S3 Ci <br />CD <br />C14 <br />0 <br />-1 <br />(0 <br />C14 <br />LO <br />kZ3 <br />�j <br />1 <br />16'- 11 8'-63- <br />4 <br />4 <br />-3 1/2" <br />li� -3 <br />1/2" <br />8 4'-8" <br />3-1/2" MIN 3000 PSI CONIC. SLAB FU <br />2'-6"x2-6"x1'-O <br />�P__X' I <br />W/ (3) #5'S E.W.. PROVIDE Y2" x 9 Y2" <br />04 <br />SLOP <br />C%4 <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />It <br />3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. _rLj <br />3 -8" <br />1 4' <br />J <br />7 <br />% <br />................. <br />ZIP X121 1 1. t <br />01-01, <br />i <br />7 <br />�0. <br />I 17'-57 .... <br />.... .. <br />36-6g"' ............. <br />TYP@ 1 <br />2'-6"x2-6"x1'-O" <br />J <br />STORY U.N.O. <br />0 <br />VVI (3) #5'S E.W. <br />Ci <br />Ci <br />Ci Ci <br />HU <br />CN <br />10'_1Ci' <br />F- <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />......... <br />CY) <br />LO <br />r <br />0101, <br />7, <br />17'-2 8 <br />-8,, 2'- 115 1 <br />2 2' , 1 8".. 2 <br />h: - 19 <br />1 . : _J� <br />F, <br />10 <br />L <br />J__ <br />1=7 <br />To <br />M <br />H.B + TYP @ 1 STORY <br />�1 U.N.C. <br />S-55" Z-63 3'-23.1 Z-958" <br />8 8 6'-0" 6'-0" 3'-10" 4'-2" 8 6'-0" 64" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=1'-0'v_ <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 / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING I <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 />U <br />Uj <br />Uj :2i <br />W <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />;,"--#5 <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 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 wl min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />CD <br />co <br />C%h <br />X <br />M U_ <br />-C <br />C:> <br />,j) E <br />0 3: in <br />C) <br />6, (1) <br />> > <br />W <br />(71 0 0 <br />D_ 0 Ltj <br />C'4 <br />C14 <br />(=0 <br />2! <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />C. <br />E <br />8 <br />ei <br />COO Cc: L-Lj <br />co In Lu <br />r— IZ JJ L-L w <br />N C) <br />M LL LL <br />0 <br />z <br />0 <br />�c cc cq� 0 P <br />W <br />W <br />0 o' < <br />< <br />i IL <br />00 (L <br />.. c) <br />cli C', z Ln 0 <br />< < M 0 <br />0 <br />0 L) C _i rn <br />z <br />r _1 F7 71 <br />< <br />V) <br />(1) <br />(D 2 <br />4-1 <br />V <br />U <br />U) <br />L_U W <br />E <br />v <br />0 <br />U) <br />.c:c 0 <br />Q0 <br />ce) <br />0 <br />ILL. <br />C6 E <br />CIL 0 <br />E 0 <br />z <br />z a <br />CU <br />ix <br />0 <br />z <br />CL <br />E <br />ru <br />< <br />, <br />0 <br />z <br />C,j <br />t <br />0 <br />(0 <br />U:) C <br />z <br />< <br />0o <br />0 <br />0 <br />z <br />U) Q) <br />z <br />CIL <br />< <br />z <br />z <br />C) <br />nj <br />8 <br />CID <br />0 <br />2 <br />E2 <br />U-) <br />LO <br />L0 <br />< <br />0 <br />a- <br />a) <br />F— <br />L_ <br />Ce) <br />I C%4 <br />0 <br />=3 <br />CN <br />Cr <br />C:) <br />U) <br />M <br />Ir— <br />< <br />+_j <br />4_j <br />0 <br />C14 <br />C:) <br />C:) <br />LO <br />LO <br />< <br />d) <br />E <br />4� <br />M <br />0 <br />z <br />M <br />z <br />E 0 <br />E <br />co <br />d) <br />0 0 <br />0 _j <br />'a <br />< <br />_j <br />JOB <br />NO: <br />22-02383 <br />SCALE : <br />AS NOTED <br />SHEErNO. <br />6 <br />