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4614 Eagle Ranch Dr
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4614 Eagle Ranch Dr
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Last modified
2/26/2025 8:17:52 PM
Creation date
2/18/2025 4:24:13 PM
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Building Plans
Street #
4614
Location
Eagle Ranch Dr
Contractor
Covenant Homes Inc
Building Plans - Permit #
14872
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I I I <br />GENERAL NOTES <br />ALL EXTERIOR DOOR RECESSES, <br />MUST HAVE 1/8" PER FOOT SLOPING <br />TOWARD OUTSIDE AREA <br />NOTE: <br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF <br />THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS <br />USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND <br />STRING STRETCHED FROM MARKER TO MARKER TO VERIFY <br />REQUIRED SET BACKS <br />I-T-== ------------------------------------------------------------------------------- <br />1 12-WX 20-D 12'W X 20 'D <br />CONC. MONO.FTG. CONC. MONO.FTG. <br />W/ 2#5 REBAR 3! �'A I—;- VERTICAL CELLS W/ 2#5 REBAR <br />COPWLY KITH Flil�;6,N-f�F-,jk:Tj) (TYPICAL) I <br />(TYPICAL) VERTICAL REBAR MAX ff-r D.C. <br />Alv&Ok <br />(EXCLUDING OPENINGS) LAP <br />SPLICED (25- MIN.) TO A STANDARD <br />HOOK EMBEDDED (r MIN. INTO <br />BOND BEAM & FOOTIING. <br />jj% ELEV. 0-0. <br />NJ "V MAIN FLOOR IN <br />CONCRETE SLM REQUIREMENTS SLAB <br />TO BE 4- MIN. DEPTH, 3000 PSI CONCRETE W/FIBER <br />MESH OVER 6 MIL POLY FILM VAPOR BARRIER <br />;c (LAPPED 12- & TAPED) ON CLEAN, COMPACTED SOIL <br />-1 WITH BORACARE TREATED FRAMING. <br />cc <br />C)l <br />NJ I <br />---- we-- ---- LI <br />;c ------ ---- L <br />1 2. 1 <br />c1% <br />0-0 <br />0 <br />L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1/4" CONSTRUCTION JOINT <br />12 *W X 20"D <br />CONC. MONO.FTG. jd4 ELEV. 0-4- <br />GARAGE FLOOR <br />W/ 2#5 REBAR <br />cl: <br />(TYPICAL) I I &D <br />NJ I I L — — — <br />IN <br />m <br />Oo <br />0 M <br />;u <br />-n <br />0 <br />g'-4" <br />cs <br />NJ <br />LLJ <br />ON <br />Av, <br />0 <br />Lo <br />> <br />Z <br />LU Lu <br />re. <br />ml <br />I �m-- oil <br />12*W X 20 *D <br />CONC. MONO.FTG. <br />aw a. W/ 2#5 REBAR <br />(TYPICAL) <br />� — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />F. 12-W X 20 -D I m m— <br />CONC. MONO.FTG. I <br />I <br />W/ 2#5 REBAR ELEV. - 0-6- 12'W X 12"D <br />(TYPICAL) G— A-R-A G— E F L 0 0 R GONC. MONO.FTG. <br />L =2j W1 1#5 REBAR <br />E (TYPICAL) <br />TOUNDATION <br />SCALE: 1/4" = 1 <br />jjr//"-o�o.-,- <br />z <br />c. 77% <br />ok3 o" <br />Lu <br />ui <br />z <br />Lu <br />;ell <br />1.,u <br />7 <br />25 <br />CIO <br />CIO <br />cn <br />ca cn <br />Q. <br />Q. <br />qt!� NLU <br />co <br />LLJ <br />-4 <br />co <br />LL1 <br />LLI <br />C) <br />co <br />LL <br />LL <br />L41 <br />CL <br />19 <br />U <br />cv) cv) <br />v- v- <br />c� 4 <br />c� c� <br />�ce <br />SHEET <br />0 <br />Ict <br />uj <br />0 <br />0 <br />0 <br />z1ol <br />OF 5 <br />
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