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3788 Back Forty Loop
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3788 Back Forty Loop
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Last modified
3/21/2025 2:01:00 PM
Creation date
2/27/2025 11:26:40 AM
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Building Plans
Street #
3788
Location
Back Forty Loop
Contractor
Lennar Homes
Building Plans - Permit #
6030
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WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />L . F— <br />LU <br />ED <br />% <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-10" <br />r <br />r <br />L <br />I <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 />**A Iternate: <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 />I <br />C? <br />F- <br />(D <br />�t <br />10 <br />I � <br />PLUMBING LINE To <br />SECOND FLOOR <br />co <br />50 <br />00 <br />io <br />x <br />9 <br />C) �10 <br />0 z <br />0)0 <br />1 0 <br />04 LL <br />>- 0 <br />Ir Z <br />0 1.- <br />0 <br />0 <br />u- 9 <br />ED <br />2'-0" x 2'-0" x 1 '-0" <br />W/ (3) #5's E.W. <br />I <br />TYP. @ <br />2STORY <br />S3 <br />LO T��@ <br />SINGLE <br />STORY <br />9 <br />M <br />HB <br />25'-Olt <br />101-01, k 13-4- <br />7-4- <br />��2I Z-011 x 2'-0" x 1 1-011 <br />.4 ) I I —W/ (3) #5's E.W. <br />CL <br />2--Od . 1W-47 6'-8" 1 V) -A" 1 31-10" 51-2" [4'-8- <br />�C PAJD <br />-4" <br />0, <br />I If ALT I <br />I I AC PAD <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — f I 1 2 <br />TYP. @ <br />PROVIDE: 1-1/2" RECESS <br />2STORY HVAC CHASE L===== J <br />F DR SGI) DOOR. REFER BASED ON <br />TO MASON'S SCOPE I <br />F DR VVIC TH LOCATION <br />INDICATES FILLED CELL Cf) <br />CD <br />W/3000 PSI CONC. GROUT <br />FROM FTR. TO BEAM W/ 1#5 <br />—C.j. REBAR VERT. ABOVE SLAB. <br />TYPICAL @ ALL PLACES <br />SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT C� <br />S� <br />W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />Fb <br />0 <br />F-71 <br />Cn <br />r — — — <br />210" 2--ii" <br />00 <br />-1 <br />I It <br />V2" MIN. 3000 PSI CONC. S�AB <br />FOR HERNANDO COUNTY ONLY ce) <br />LO 3Y2" MIN. 2500 PSI CONC. §i�B OVER <br />L J 6 MIL VISQUEEN VAPOR BARRIER <br />C.j. <br />5'-3'. <br />0'-0" ELEV. <br />FIN CONC. SLABi'i <br />-j <br />1-010 It 3--0"x3'-0"x1'-0 <br />2 x2'-O"xl'-O <br />10'-7 1/2" (0 W/ (3) #5 E.W. W/ (4) #5 E.W. <br /># I <br />W W I z Iqp W, <br />0 x L'N �i I W <br />DOWN <br />MIN. 101, <br />121 <br />6'.4" <br />i <br />0? <br />TYP. @ 10 <br />2STORY <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />—TOP OF CONC./ <br />WHEN REQUIRED PER FBC 1 0 RE-C S"S FOR FRT. DOOR <br />--i i I PAVER TO BE 4" <br />(3 V) PRO ADE 112"x 91/2" 1 BELOW FIN. FLR. <br />9-4' 91-4- x I <br />A� 117 1 <br />-41# <br />CJ <br />r <br />2-1 TYP. @ <br />it ENTRY <br />2'-6"X2'-6"X1'-0"I <br />W/ (3) #5 E.W. <br />rj <br />I I LIS <br />'(2) #5 VERTiqALS C-4 <br />W/IN FILLED <br />S3 3; rN <br />\..,S �3 <br />U <br />3'-0"X5'-0"x1 --01- <br />W/ #5 @ 8" O.0 <br />0 E.W. <br />16'-8" <br />18t-8" 64" <br />25'-0" <br />r <br />9 <br />60 <br />,It <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 />0 —Z <br />U) 0 <br />1 0 <br />04 U- <br />>- (.9 <br />Er Z <br />0 P <br />0 <br />0 <br />LL <br />FOUNDATION PLAN - ELEV B <br />SCALE: Y4"=1'-0" <br />C%j <br />km= <br />C=2 <br />C" <br />C%4 <br />C= <br />r— <br />C', <br />C-4 <br />cc C= <br />ca. Q=I <br />C= <br />'AP <br />E <br />Cj- <br />ca <br />cle*> <br />00 <br />2 <br />Are> <br />C:)o <br />S <br />0 <br />I Q <br />N <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 Flodda Building Code - <br />Residential 7th Editor. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineer's signature and seal. <br />W <br />C4 <br />04 <br />04 Q (L Lu <br />_j -L <br />LL <br />cc LL. <br />—j <br />0 <br />7S <br />C M CT, <br />lox <br />C4 M Lu 0 <br />w <br />W <br />z <br />ILL <br />0 <br />z Q <br />C14 < <br />W <br />0 v <br />az <br />U)V) <br />27 M <br />4-J <br />(a <br />cn <br />Lij <br />U <br />0 <br />V) <br />V) <br />E <br />8 <br />< <br />c,' <br />C=> <br />CID <br />z <br />LA- <br />E <br />'0 <br />C1 <br />8 E <br />CO <br />t <br />U3 (a <br />C <br />C: <br />z <br />A <br />0 <br />zz <br />W <br />2 <br />U) <br />U-) <br />Co Lr) <br />C) <br />:3 C%q <br />L0 <br />ICY <br />0 <br />0 <br />U) M <br />CN <br />+-j <br />0 <br />U') <br />0 <br />4-1 <br />0 <br />LL <br />C11) <br />.0 <br />cr) <br />LO <br />00 N <br />oo 00 <br />E <br />C LO <br />W <br />0 <br />z <br />M <br />z <br />0 <br />E <br />U) <br />2 <br />E <br />Z <br />(L <br />0 -j <br />2 <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />i 'A <br />
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