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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 />LF <br />�- Ww <br />cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 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 w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />4 <br />PLUMBING LINE O <br />SECOND FLOOR <br />0 <br />CO <br />W <br />0 <br />Z <br />to O <br />N U <br />�z <br />O <br />Cn <br />u- o <br />in <br />2'-0" x 2'-O" x V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />A <br />= S3 <br />lr) TY @ <br />SINGLE <br />STORY <br />O <br />Fo <br />0 <br />10'-0" <br />7'-441 <br />TYP. <br />I pi <br />I ;v) <br />2'-0„h-4"t. 6,-8„ <br />I 4" <br />I <br />r--- <br />I L <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />al <br />I <br />I <br />I <br />I <br />140 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />25'-0" <br />13'-4" <br />2,-0" x 2'-O" x V-0" <br />W/ (3) #5's E.W. <br />, <br />r- <br />_ <br />3'-10" 5'-2" 4'-8" q <br />00 ca <br />AC PAD <br />(III 1111 ( (II'I 'III, / I • <br />11 <br />---------------s-- - - - - - - - - - - - - - - - - - -- <br />OVID 1-1/2" RECESS J TYP• @ 1/ <br />R SG DOOR. REFER S6 2 STORY HVAC CHASE III <br />BASED ON / <br />MASON'S SCOPE LOCATION j <br />RWIDTH I �I <br />I <br />ll I <br />o INDICATES FILLED CELL <br />W/3000 PSI CONC. GROUT l l I <br />I <br />FROM FTR. TO BEAM W/ 1#5 <br />J. _ _ REBAR_VERT. ABOVE SLAB. <br />TYPICAL @ ALL PLACES <br />SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT / <br />- - W/ 25" EXT. ABOVE SLAB I I <br />o j j "GRADE 40 STEEL" <br />I III I l l I <br />EL <br />_�'ili ill I • <br />o O <br />II ll I <br />,cEl <br />I I I 1 1 <br />III 3Y2" MIN. 3000 PSI CONC. SLAB I <br />I I FOR HERNANDO COUNTY ONLY <br />"' I I I 3Y2" MIN. 2500 PSI CONC. g4/AB OVER I <br />6 MIL VISQUEEN VAPOR BiWRIER <br />C.J. _ _ L <br />5--3',r 1514" i i I • <br />I Lu •I i / <br />_ 1 _ _ �_ _ r 0'-0" ELEV. I 1 <br />-T -- — FIN CONC. SLAB/ I"lll[' I <br />• o I II I <br />3'-0"XX-0"x1'-01' <br />I 10'-7 1/2" _ 2'-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. j <br />/ (3) #5 E.W. <br />I --- <br />r------------ -- ---- — I <br />I -3 1/2" 4" STEP <br />C DOWN <br />17'-1 S3 MIN. <br />101, <br />K _ 1 <br />'-p" I S3 I <br />4 <br />I <br />(BUILDER TO PROVIDE I �� <br />I <br />(APPLIANCE PROTECTION CL I <br />WHEN REQUIRED PER FBC 1 O <br />U) <br />I 9'-4" 9'-4" <br />I <br />C.J. — —1-- — —- — — —j — <br />I N I <br />I N I <br />I I <br />jI 21-6"x2'-6"x1'-0"j <br />W/ (3) #5 E.W. <br />� I <br />r-I I `, <br />(2) #5 VERTI ALS <br />I W/IN FILLED CELL I <br />JrA <br />I S3 I S3 I I <br />L— — — — — — — — — — — — — — — — — — — — — — — — — — -r <br />• <br />16'-8" <br />18'-8" <br />25'-0" <br />, <br />• <br />6'-4" j <br />I <br />6'-4" <br />ALT <br />I I AC PAD I I <br />Il �*11 <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 <br />1 <br />td <br />_o U5 <br />M <br />0 <br />v <br />0 <br />M <br />J <br />S6 <br />_ <br />TYP. @ <br />2 STORY <br />Lr <br />U) 0 <br />N 0 <br />IXz <br />0 <br />� O <br />0 <br />r <br />FOUNDATION PLAN—B <br />SCALE: X"=1'4' <br />CV2 <br />tv <br />aC= <br />t%4 <br />. <br />d <br />o <br />ac— o <br />ci <br />d <br />� <br />y E c <br />S 5 -x <br />, <br />L; <br />c <br />M <br />NO <br />N <br />0 <br />-k <br />". : ti / (tip <br />1 � � '•� <br />�tr�F:a01ii9ei3 <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 Florida Building Code - <br />Residenhal 7th 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 />_ <br />E 8 <br />ao <br />N <br />oN C <br />7 It <br />(A <br />rn <br />(n n r u- W <br />y M V � W a d <br />a <br />CL <br />-- u-ci <br />Z <br />t A <br />ffi m J Q <br />W <br />rR z <br />Z <br />°o N p C W <br />Q V H <br />Z <br />N <br />o d 000 <br />W <br />Z �Np 5;j <br />Z dp (}QQTx�j <br />n <br />Z <br />v <br />c[ <br />a � <br />Vi <br />TM <br />z a <br />u- <br />4-J <br />Lu <br />V <br />Dv)0 <br />8 <br />I m <br />�� <br />fC5 <br />w <br />t <br />o <br />M <br />z <br />w <br />ox <br />2 <br />j <br />LL <br />EE <br />E <br />wo <br />�Qs <br />f <br />d <br />w <br />o E <br />= <br />g <br />�7 <br />w IY <br />oo <br />oz <br />Z <br />cp`= <br />d t <br />wo <br />o <br />w z <br />E� <br />� � <br />C� <br />� <br />Zed o <br />uZ <br />m g <br />~O� <br />Z <br />m -� <br />w <br />F,w <br />8 <br />Zo <br />U <br />a <br />W <br />Z <br />`� <br /><q <br />�w <br />rr <br />J <br /><� <br />-L <br />ao <br />cI <br />n <br />>L <br />J <br />0 <br />`m <br />O <br />^` <br />W <br />L <br />'r <br />T <br />N <br />N <br />o <br />�- <br />m <br />L0 <br />N <br />m b <br />LO <br />T <br />< <br />T <br />E <br />Z <br />to <br />a T <br />c <br />E T <br />c <br />m <br />CL <br />U <br />p <br />JOB <br />NO: <br />23-03653 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />5 <br />