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3059 Kinsterbrooke Ln
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3059 Kinsterbrooke Ln
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Last modified
3/4/2025 8:41:54 AM
Creation date
2/25/2025 4:09:32 PM
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Building Plans
Street #
3059
Location
Kinsterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
19699
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ELEV. AT 0'-0" (8" MI J. ABV. GRADE) (TYP) <br />• 3-1/2" MIN. 3000 PSI .ONC. SLAB <br />FOR HERNANDO CC UNTY ONLY <br />• 3-1/2" MIN. 2500 PSI :3ONC. SLAB OVER <br />6 MIL VISQUEEN VA -OR BARRIER <br />• MECH. COMPACTEE FILL TO 95% OF <br />MAX. DRY DENSITY <br />• TREAT SOIL W/ TER MITE POISONING OR <br />BORACARE TREATE D LUMBER IS AN <br />ALTERNATIVE TERA IITE PROTECTION TO <br />SOIL POISONING (T"P) <br />v <br />v <br />O <br />d' <br />Co <br />m <br />lV 9 <br />0 <br />0 <br />v <br />o� <br />M <br />hil <br />M <br />v <br />0 <br />NOTE: ELEVATION- (-)1-1/2" <br />FFF. ELEVATION CAN BE <br />NO MORE THAN 1-1/2" 1'-0" <br />BELOW TOP OF EGRESS <br />DOOR THRESHOLD. FIELD <br />VERIFY. <br />13 <br />A7 <br />I <br />-0" I 5'-2" 3'-2„ <br />2'-0" <br />I <br />HB <br />xO ❑ ❑ <br />I <br />I <br />I 5 — <br />I <br />I <br />❑ I <br />I <br />o 1 <br />N <br />❑ � I <br />I <br />7'-3" <br />C.J. I <br />M <br />11'-7" <br />42" X 42" <br />30'-0" A/C PAD <br />6' X 3' <br />3.-4„ 3'-4" 5'-4„ <br />1 <br />5'-3 1 /2" <br />N <br />I <br />uj <br />I <br />❑ <br />-� <br />----- <br />M <br />LAV <br />- <br />N <br />i I <br />(V <br />II' <br />❑ <br />I <br />o <br />i � I <br />C.J. <br />- <br />❑ <br />4'-8" <br />o <br />N I ❑ <br />1 V-2" <br />— — — — — — — — <br />i <br />----- -----------J <br />OSIN11REF <br />15'-3 3/8" <br />4 CC ❑ <br />S3 <br />7 4 <br />77/ <br />I /H <br />ELEV. <br />(-) 0'- 4" <br />2 <br />�zo <br />a � I °' <br />5 S3 <br />I I 9'-10 7/8" I <br />i <br />❑ C I M I ( -- <br />rn <br />CJJ I <br />L � 5 <br />❑ I <br />❑❑ ❑ ❑ ❑❑ <br />I <br />6 I =07 <br />H co <br />a� <br />I <br />1 <br />I <br />I <br />3'-5" 3'-1" 1'-10" <br />8'-8" <br />I <br />A7 <br />13 <br />FOUNDATION PLAN <br />1 /411= 1'-011 <br />30'-0" <br />16'-0" <br />21'-4" <br />10'-8" <br />1 <br />1'-10" <br />0 <br />v <br />0 <br />v <br />O <br />O <br />N <br />0 <br />'v <br />s6 <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ ACI224-3R <br />U <br />=w <br />w <br />z <br />❑ =FILLED CELL W/(1) #5 VERTICAL <br />Q <br />Q <br />o = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />w a <br />� <br />O = FILL CELL TO ONE COURSE ABV PIPE <br />w O w <br />Ow <br />(NO REBAR) <br />w z O <br />N-' <br />j <br />(2) 24" #5 REBAR PLACED DIAGONAL <br />Q w O _j <br />AT CORNERS <br />= m0 o H <br />I-I-JZ <br />o m <br />Clf <br />O ,d <br />' <br />PLUMBING NOTES: <br />Z o � <br />o a <br />FBC 6TH EDITION PLUMBING SECTION 604 <br />(2017) <br />� 0Or; <br />1. TANK TYPE WATER CLOSET VOLUME <br />w p o <br />1.6 GALLONS <br />Q w 2� <br />mZ�Z <br />!YQ <br />2. WATER -FLOW RATE. <br />w � - <br />w <br />W <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />in�' <br />0 <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />VTR LOCATIONS ARE APPROXIMATE AND MAY <br />CHANGE DUE TO JOBSITE CONDITIONS. <br />`% <br />c O M <br />LICENSED PLUMBER TO VERIFY AND HAS THE <br />�` <br />} <br />) M <br />u <br />cl <br />AUTHORITY TO CHANGE AS NEEDED. <br />N <br />V <br />_Q_o cool <br />c <br />0 0 <br />'(A <br />V <br />Ou-8 <br />w a <br />Q <br />O KEYNOTE LEGEND <br />N <br />>r. <br />o E <br />rcoL <br />rn <br />KEYNOTE <br />ANNOTATION <br />O <br />THICKEN EDGE TO 8" <br />O2 <br />1-1/2" DP X 9 1/2" WIDE RECESS <br />O3 <br />3/4" DP X 13" WIDE RECESS <br />O <br />16"WX 16" DP CONC FTG W/ <br />(2) #5 RODS CONT. <br />O <br />20" W X 20" DP CONC FTG <br />W/ (3) #5 RODS AT 6" O.C. CONT <br />O <br />24" SO X 16" DP CON. FTG. <br />11 <br />co <br />0 <br />N <br />M <br />,a. <br />W/ #5 RODS AT 6 O.C. E.W. <br />ow � Wo1- <br />W W W F Wag -' uj Zo x z <br />O7 BEARING WALL W W ° _¢O¢�Qu Uo0 �o <br />Q Q : a Q J Z LL LL o z m oo - Q Q <br />~ NU) 055 ZQWa5wmZ: <br />O O JV' a�zyoZZLL0WUC3IL <br />JQ OW _ a. <br />LLZ aoW 9HP 2w'o���¢ <br />oQ o =O oQzg< <br />LL �-QLL <br />O <br />04 <br />0 i— <br />> O O <br />cM O <br />^Q^ � M � <br />I.L. <br />Co LL ti <br />QWQU? <br />vi <br />aU¢00 <br />Z 1— <br />W <br />W -CID <br />o <br />N V_ co <br />O O <br />N N <br />4 Cl <br />O O O <br />Co o <br />•L <br />N L O <br />>�c"i <br />>_ <br />N v <br />_ Q O <br />(9 Z <br />_ Q F— <br />W <br />TI 001"- <br />_ rl*% <br />O 00 OU <br />Q TI <br />. . <br />Z <br />Z <br />0 C.) g <br />O <br />m <br />z A 1 <br />w cv <br />t— LAST PLOT DATE <br />Apr. 3, 18 <br />O FOUNDATION <br />J I PLAN A <br />Z Z <br />ZO <br />Wwcn <br />U�a <br />Q0 <br />a <br />a <br />wI H <br />mOZ <br />Z J <br />Z 2W <br />g2z <br />UZZ <br />= Q n <br />a <br />z <br />z <br />w <br />_1 <br />0 <br />
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