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, <br />CONTINUOUS 25WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB�1#5 <br />REINF. SEE FND. FOR 10'-0" 13'-4" <br />UPPER 1/3 OF SLAB THICKNESS WHERE ' "° '�' QUANTITY 1'-8" <br />17 <br />OR FIBERMESH SHOWN ON I•:" ' _' #5 X 25" X 25" CORNER 7 -4 <br />REINF. SEE PLAN. FOUNDATION PLAN BAR ONE FOR EA. 1'-4" „ 1-4 " <br />��' HORIZ. REBAR, TYP. <br />t „ „ „ „ „ , <br />� w t, U.N.O. 2 -0 x 2 -0 x 1 -0 L 2 -0 x 2 -0 x 1-0 <br />""Alternate <br />W/ (3) #5 s E.W. S3 W/ (3) #5 s E.W. <br />cn The reinf. bars shall be TYP <br />•, . <br />cont. around corner by cold <br />bending the bar w/ min. _ _ _ _ _ _ _ _ _ <br />bar lap of 25". At <br />S3 <br />CONTROL JOINT DETAIL <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" 2'-011 h,4„ 6•_8" t; ,.I 3'-10„ 5,_2„ F-8- o <br />SCALE: 3/4" = 1'-0" I <br />I -4" M I AC PAD <br />• • is ■ I all Is ll a <br />llI If ALT <br />r— — — -----------------— — — — — — — — — — — — — — — — — — — Ill I I AC PAD <br />I I <br />I P OVID 1-1/2" RECESS TYP@ 11 I l I I <br />F R SG DOOR. REFER S6 2 STORY HVAC CHASE L---== <br />jBASED ON <br />TO MASON'S SCOPE ILOCATION <br />I FDRVVIETH �1 <br />I 1 <br />I III _o <br />r o INDICATES FILLED CELL j j Cl) <br />W/3000 PSI CONC. GROUT <br />FROM FTR. TO BEAM W/ 1#5 <br />I C.J. _ _ REBAR_VERT. ABOVE SLAB_. <br />TYPICAL @ ALL PLACES 1 <br />0? S6 I I SHOWN HOOKED FTG. I iv <br />-NP• @ I DOWELS 17" EMBEDMENT I I <br />2 STORY fill, <br />W/ 25" EXT. ABOVE SLAB <br />I 1 o I"GRADE 40 STEEL"I ll <br />� a III 11 I • <br />0 II ll <br />� U.]' 0 a <br />x II I ll <br />LQ <br />Z � <br />I 1II W/2" MIN. 3000 PSI CONC. SI�/q�B <br />I ; I I FOR HERNANDO COUNTY ONLYI `° M <br />M <br />3Y2' MIN. 2500 PSI CONC. qLf B OVER I <br />I C J 6 MIL VISQUEEN VAPOR BARRIER <br />. <br />' I <br />—2f-O " 2'- " 5'-3" 15'4" j I <br />PLUMBING LINE TO 0'-0" ELEV. I I b <br />SECOND FLOOR — ------J FIN CONC. SLAB/ 1 I Cl) <br />ll I o <br />3'-0"x3'-0"x1'-01' o0 <br />o I '-0"x2'-0"x1'-0" I W/ 4 #5 E.W. <br />-r', 10'-71/2" W/ 3) #5 E.W. 14'-5" 1 1 O o <br />I ih I I 7h <br />00 L--------------- —— — — — — — — <br />I— ---— — — — — — — — — -- ---- — I <br />-3 1/2' 4" STEP I r1 <br />1 M 00 C DOWN I I <br />S3 MIN. <br />I <br />-p„ K <br />I S: <br />(BUILDER TO PROVIDE <br />IAPPLIANCE PROTECTION CL <br />w <br />WHEN REQUIRED PER FBC I� 0 <br />U (n <br />l9,-4„ 9,4„ <br />I <br />C.J. x I <br />I o <br />N I <br />= I o A I <br />0 Z <br />O i0 S3 I <br />to to TY .@ j I 2'-6"x2'-6"x1'-0"I <br />NO SINGLE W/ (3) #5 E.W. <br />STORY I I <br />lm IL <br />ri <br />X Z • 1 (2) #5 VERTI ALS <br />O P I WAN FILLED ELL I <br />O I A I <br />U o HB i S3 I S3 I <br />----- ' <br />M <br />16'-8" <br />18'-8" <br />25-0" <br />10+' <br />, <br />• <br />I <br />RECESS FOR FRT. DOOR I <br />'RO ADE 112" x 91/2" 1 <br />a I <br />I <br />I <br />2", <br />CD <br />et ,r,s�,r�.�—' <br />N <br />6'-4" <br />N <br />J <br />�✓ o0 <br />TYP. @ <br />2 STORY <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 />TOP OF CONC./ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />L 0? <br />S3 a, <br />TYP. @ <br />ENTRY <br />} <br />O <br />OZ <br />•�♦� NMI <br />0 <br />in <br />3'-0"x5'-0"x1'-0" <br />W/#5@8"O.0 <br />E.W. <br />cr Z <br />O P <br />O <br />,O <br />FOUNDATION PLAN <br />SCALE: Ya"=V-0" <br />N <br />N <br />= <br />0 <br />�+ -o <br />W <br />O L <br />a� o <br />�!' <br />G lO m N <br />ae <br />c LA- <br />N f0 G <br />N y O 10 <br />4 J N Y <br />m <br />E c <br />w u <br />cc 3 R <br />�d d- <br />�.y�w <br />O <br />N A <br />ro o <br />b <br />CM <br />0 <br />N <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />9) <br />W <br />a <br />O N <br />v <br />0 <br />d m <br />Y �j <br />�F-r-- �? § <br />di <br />Q <br />M LL <br />J <br />LL '� LU <br />Z <br />13 <br />LLa- <br />Lu <br />� D <br />r NCS <br />i <br />W <br />N <br />E °' <br />W_ <br />L <br />°' m <br />Ln C15 z K <br />N <br />O V <br />= <br />W <br />z N 2 <br />25 <br />I� <br />N <br />v <br />s <br />f13 <br />w <br />� <br />U <br />O <br />w $ <br />(� <br />7DC� <br />C) <br />U <br />c N c <br />Y <br />• <br />N co <br />w <br />J <br />cLA- <br />N <br />ray <br />Z <br />� <br />Q <br />E <br />o <br />lJ <br />gg <br />Fa <br />90 <br />W® <br />°a <br />o E <br />&Z <br />ao <br />mo <br />N <br />°LL <br />m J <br />aw <br />WrA3 <br />°�az <br />° <br />W2 <br />a0 <br />II� <br />CC <br />ar <br />c 0 <br />0 <br />> Lo <br />O <br />O) <br />ca <br />m <br />L- <br />L0 <br />CO LO <br />r" <br />cV <br />CL $ <br />N <br />Cr <br />J <br />a. <br />(n 2 <br />m <br />N <br />F— <br />+-+ <br />o <br />�.i <br />O <br />LL <br />C+r) <br />m c� <br />O <br />00 0 <br />LO <br />T <br />Q <br />N <br />r <br />E <br />LO <br />z <br />m <br />c <br />_ <br />E <br />Go)ui <br />•v <br />ry <br />a <br />U - <br />Q 0 <br />c <br />°i <br />JOB <br />NO: <br />23-04903 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />