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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 />1i r •, <br />SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB , '," QUANTITY <br />UPPER 1/3 OF SLAB THICKNESS WHERE ' ,'; : #5 X 25" X 25" CORNER <br />OR FIBERMESH SHOWN ON ;' ' : Y BAR ONE FOR EA. 25'-0" <br />REINF. SEE PLAN. FOUNDATION PLAN e ,,', HORIZ. REBAR, TYP. <br />U. 10' 0" 15' 0" <br />LF <br />Z \ ' . . IS w '♦_ **Alternate: <br />u.l <br />W Q �.-_ <br />The reinf bars shall be <br />cont. around corner by cold 1'-4" 7-4 114" <br />bending the bar w/ min. 2'-0" x 2'-0" x 1 -0 <br />bar lap of 25". W/ (3) #5's E.W. L 2'-0" x 2'-0" x V-0" <br />(3) #5's E.W. <br />CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL P. <br />SCALE: 3/4" = 1'-0" SCALE: 314" = 1'-0" <br />00 <br />;t <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER o <br />TO MASON'S SCOPE r <br />FOR WIDTH <br />I <br />TYP. @ <br />2 STORY <br />U.N.�O►.-� <br />/ J <br />6'110" I 6'-2" 5'-2" 51_211 <br />PAD <br />I <br />,-, " <br />19 <br />I <br />I <br />2 STORY S6 <br />U.N.O. <br />I M <br />I S3 <br />INDICATES FILLED CELL <br />vW3000 <br />PSI <br />CONC. GROUT FROM <br />FTR <br />TO BEAM <br />W/ 1#5 REBAR VERT. <br />ABOVE <br />SLAB. / <br />TYPICAL @ ALL PLAC <br />S SHOWN <br />HOOKED FTG. DOWERS <br />17" <br />HVAC SE <br />EMBEDMENT W/ 25" E <br />T. ABOVE <br />SLAB BASED ON <br />"GRADE 40 STEEL"- <br />// LOCATION <br />1 <br />4'-2" 2'-6" 0 <br />r T <br />6'4" <br />I F- <br />oal � J 1 <br />II <br />I —// <br />II <br />_ <br />I // <br />ro <br />II <br />I <br />V � ELEV. <br />�1N CONC. SL <br />B <br />ro <br />/ <br />/ <br />■ <br />vv <br />TYP. <br />2 STORY <br />U.N.O. <br />■ <br />r — — —1 21 1111 ,�1.811 PLUMBING I 1 1 3-1/2" MIN. 3000 PSI <br />�A-� I / STACK ivir <br />I I CONC. SLAB FOR <br />1 AC PAD 1 1 — N I I HERNANDO COUNTY I ■ <br />■ — J u ONLY 3-1/2" MIN. 2500 <br />L — PSI CONC. SLAB OVER <br />STUB UP TO I 6 MIL VISQUEEN <br />2ND FLOOR I VAPOR BARRIER <br />FOR A/C — C.J. — — <br />00 <br />c� <br />0 <br />0 <br />Cl) <br />co <br />M <br />O <br />;T <br />0 <br />1 <br />o <br />� <br />M <br />■ I 1 ■ <br />80 <br />2'-6" x 2'-6" x <br />`r <br />STUB UP TO CD I <br />W/ (3) <br />_ <br />CD <br />`Y' <br />I 2ND FLOOR #5's E.W. I <br />M <br />■ L---FORAlC --- <br />w <br />2'-8" 9'-8" — — — — — — <br />LU Z <br />H•W <br />3 1 /2" <br />- <br />0 <br />O w <br />ULU� <br />( 53 S3 I <br />�'-8" BUILDER TO—1----1 <br />LO <br />W O <br />> m <br />I w PROVIDE ■ ■ ■ ■ <br />_O Z APPLIANCE I <br />4 <br />~ PROTECTION TOP OF CONC./ <br />�o <br />PROVIDE 1/2-0 1/2" <br />■ I Q WHEN REQUIRED PAVER TO BE 4" I <br />I <br />RECESS FOR FRT. DOOR <br />PER FBC I BELOW FIN. FLR.1 - - <br />N <br />C?I� <br />YP L v <br />o �� <br />I <br />`n vLU <br />Z <br />q <br />I>w I <br />_ <br />;II <br />tD <br />0 <br />� <br />10 <br />I ■ — -- <br />0 <br />i <br />LL N <br />o <br />, <br />M <br />I O <br />2'-6" x 2'-6" x V-0" N <br />W/ (3) #5's E.W. <br />AIR <br />2'-0" x 2'-0" x V-0" <br />z <br />r <br />C.J. <br />W1(3) #5's E.W. <br />T <br />#1 VERTICALS <br />= <br />S3(2) <br />x 1'-0" W/IN ILLED CELL 1 ■ <br />#5's E.W. I A <br />o <br />S3 <br />:2'2'-6" <br />S3 <br />TB <br />" I o TYP. @ <br />I <br />o <br />L ire SINGLE <br />— — — — — — — — — — — — — — — — STORY <br />�2--0" x 2'-O" x 1'-0 <br />W/ (3) #5's E.W. <br />1'-6" 16'-8" <br />16-0" 1'-10" 54" <br />25-0" <br />0 } <br />Z0 <br />O <br />Om <br />IL N <br />FOUNDATION PLAN <br />SCALE: %4"=V-0" <br />N <br />C5 <br />> LL, <br />0 <br />>_s® <br />U a n C= <br />=LLa <br />ro C� <br />y a CV .0 <br />Q 6a N <br />ao o •.� � <br />`O as eu <br />Cj <br />c m <br />�E <br />�O <br />av <br />i=iti���°�`eB��Y@9►TIfII�I <br />J a <br />4` O t <br />W <br />_ <br />' ! C) ' '• <br />�•O�✓rr: <br />0� = S s99EflN� <br />,N�� <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 Florida Building Code - <br />Residential 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 />�E S <br />0 <br />O M <br />a <br />00 N <br />h 0 Lo C? N �` <br />N & a <br />23 w - <br />LL <br />5 Z <br />' <br />Y O <br />mac Z co Cc: <br />-Cc6 O .- <br />O <br />�. 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