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39926 Harman Grove Ct
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39926 Harman Grove Ct
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Last modified
3/3/2025 9:35:26 PM
Creation date
2/19/2025 8:18:34 AM
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Building Plans
Street #
39926
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
2030
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0 <br />(V <br />A3 <br />00 <br />r <br />M <br />7 5/8" <br />T <br />(V <br />N <br />NOTE: <br />SEE SHEET S-11,12 '1873' <br />FOR LINTEL CALLOUTS & <br />DETAILS <br />30'-0" <br />9'-10" 15'-6" 01 4'-8" <br />LINE OF ROOF <br />ABOVE <br />9 <br />A7 CONC. PAD <br />00 <br />'o SH 35 ' <br />H B t � HD AT 7'-4" `' <br />00 <br />C0 <br />0 <br />T <br />mom <br />FAMILY ROOM <br />I 17'-11" X 13'-3" <br />I 8'-8" CLG <br />5068 SGD <br />DINING ROOM <br />12'-0" X 9'-5" <br />8'-8" CLG <br />3'-8" 5'-11" 4" 6'-9" 3'-1" V-11" 2'-4 3/4" 7 5/8" <br />I <br />I <br />I 2X4 KNEE Q 6" PLUMBING B <br />WALL, TOP N STACK WALL S6 <br />AT 34 1/2" <br />1 !U <br />Lu IPDWR RI <br />8'-8" CLG <br />o I <br />I - <br />LINE OF <br />FLOOR — <br />ABV <br />42" H. - <br />LOW 11 <br />SLOPED 10 — <br />WALL <br />8 <br />36" HIGH <br />CONT. ------ <br />RAILING FOYER 6 <br />5 <br />RPET 4 ----- <br />TILE00 <br />3 ----- <br />LO 1 2 <br />19 FA <br />ih A I <br />I I <br />A PE' <br />TILE <br />II ul <br />KITCHEN 100 <br />14'-1" X 9'-6" P <br />8'-8" CLG SINK W/ <br />DISPOSAL 3 <br />UP � \ <br />14. <br />co <br />H 1/2 34\ <br />3 1/2" <br />C) H AT 7'-4" <br />v 8" M Po TE MP.GLASS <br />M 4'_911 2'_9" <br />1 -2 8" W- <br />C)— SOFFIT ABV <br />ENTRY <br />8'-8" X 4'-4" <br />7'-8" 2'-8" <br />. 8'-8" <br />2 <br />co <br />w� <br />TIE BM 9 <br />A7 <br />m00 <br />w <br />P: <br />20 MIN FIRE-) <br />RATED DOOR <br />W/ WEATHER STRIP <br />4" INSULATED <br />BRG WALL <br />^CC <br />S3 <br />IC <br />REF <br />JO�68 1 <br />HOOD/ RANG 1 S6 <br />O NTRY <br />16" <br />SH \ o <br />i <br />CV <br />CV � <br />4" INSULATED <br />ERG WALL PROTECTIVE <br />BOLLARD \__(P <br />CC <br />S3 <br />TWO CAR GARAGE <br />20'-1" X 20'-0" <br />LINE OF GARAGE IN <br />_ <br />� OPEN POSTION I <br />16070 <br />30'-0" <br />16'-0" <br />21'-4" <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-0„ <br />B <br />NOTE: <br />PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, <br />INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY <br />PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />1. SEE SHEET S-11 , S12'1873' FOR LINTEL <br />CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S <br />9 UNLESS NOTED OTHERWISE <br />A7 <br />30'-0" <br />TOP N, LINE OF <br />AT 18'-0" I ROOF <br />I BELOW <br />O � 2'-10 3/4" 27'-1 1/4" <br />DRAIN <br />< SH 25 i <br />HD AT 7'-3" I SHWR HD <br />EGRESS & VALVE <br />0 <br />CV <br />N i <br />SH <br />R&S <br />D <br />2068 BF <br />4 <br />� <br />4�7 <br />w <br />OWNER'S BATH <br />2668 <br />'n <br />U <br />5'-4" <br />5'-8 7/8" <br />A7 <br />FLR <br />OWNER'S SUITE o <br />LINE <br />B <br />14'-7" X 12'-8" N <br />TB <br />S6 <br />8'-0" CLG <br />Q <br />W.I.C.0 1 07 <br />r <br />- <br />v <br />WATER <br />M <br />CL SET <br />&RNjN <br />TP068 <br />E(2�2 BF <br />R& S <br />II <br />LOFT <br />14'-7" X 9'-1" <br />zo <br />j <br />8'-0" CLG AHU <br />BEDROOM #2 <br />I <br />A/C RETURN 7 7 <br />10'-11" X 10'-01, <br />J <br />UNDER DOOR j <br />8'-0" CLG <br />C,,U) <br />LO�_07 <br />S6 <br />M <br />I <br />Un <br />N W <br />N <br />U) a <br />_ <br />v <br />1 <br />=Q2 <br />cn o w <br />-dam' <br />4" F <br />4'-11 5/8" I <br />�6y`L <br />3'-8" A3 4'-10" 1'-2" 2'-11" 11" <br />3'-4" <br />2'-10 1/2" 2-10 3/8" <br />I <br />W/S AT <br />4 <br /><V <br />v <br />A <br />0" A F 6"- <br />1'-3 1/2" <br />22"x36" <br />8" <br />`r <br />c i <br />42" H. <br />16 <br />--- <br />UTILITY ATTIC <br />D 2868 <br />15 <br />- <br />--- <br />FRAME <br />N <br />LOW <br />I 1 ACCESS <br />" <br />6 WALL J — — — <br />" <br />T WALL <br />WALL <br />- <br />M <br />WALL <br />c <br />14 <br />42" H. <br />_ _ _ _ <br />�= v <br />8 A7 <br />a w BATH <br />a <br />#2 <br />13 ---- <br />SLOPED <br />W DF <br />U � <br />A7 <br />1 <br />LOW <br />WALL <br />p VENTR <br />2668 <br />TB <br />11 <br />10 <br />HANSEN <br />----- <br />BOX <br />2668 <br />R & S <br />— — <br />----- <br />Q <br />-Cr <br />R & S <br />(2) 2068 BF <br />3 <br />— — — — <br />1668 <br />OPEN TO <br />----- <br />7 <br />A3 <br />_ <br />BELOW <br />----- <br />(2) 2068 BF <br />36" H. <br />6 <br />----- <br />N <br />00 <br />r <br />CONT <br />m <br />N <br />N <br />5 <br />RAILING <br />(4) 12" <br />4----- <br />Df� SH <br />">00 <br />1 2 <br />3 <br />00 <br />LO <br />`'' „ <br />I <br />I <br />BEDROOM <br />BEDROOM <br />1#4 <br />M <br />I#3 <br />11 <br />8'-0" CLG <br />S6 <br />8'-0" CLG <br />TYP. <br />`" <br />I <br />L <br />ti <br />8' <br />WA M <br />/ <br />L— — <br />— — — <br />— — <br />— — <br />r 4 SH 25 SH 25 <br />FRAME HD AT 7'-3" ` /HD AT 7'-3" <br />WALL EGRESS EGRESS <br />2'-8" 4'-4" 4'-4" I 5'-7 114" 10'-4" 5'-4 3/4" <br />8'-8" 21'-4" <br />30'-0" <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /491 = 1'-0" <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. F <br />a� <br />r <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. t° <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER tk <br />CODE.` <br />ALL ANGLED WALLS TO BE 45' UNLESS NOTED <br />OTHERWISE <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) N 0 � F <br />> OM o <br />APPLIED TO THE GARAGE SIDE. C) � N <br />4-- <br />C) m c� <br />N V -6� 2 M <br />TOWEL BAR - (T.B.)* = 42" A.F.F. (D E ''_ _ <br />TOWEL BAR ABV. TUB DECK" = 36" ABV. TUB DECK 0 0 8 o Q <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. °' Q <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. N V w Q: <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. L O E M °' <br />CORNER SHELF = 56" A.F.F. a -0o <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINET A.F.F. <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS <br />FOR T.B. AND T.P. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR (win <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP, <br />3/4" INSULATION BOARD, 1/2" GYP <br />8" CMU <br />°wP w w20OO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. WH H w a ¢ za� zW(D W ¢�o0��!0w Jc <br />Q U D o�z',L2z2°Zi—VBEARING WALL 2X4 16" O.C. Q o(ozowoomz <br />cnwawinwwwin��a� <br />W/1/2"GYP. O z Q�< wQ2zIZow0oa <br />LL ow �f-P �Y°gQ a <br />❑ = FILLED CELL W/(1) #5 VERTICAL o ¢ ° o ° ~ ¢ U_ <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= FILLED CELL W/(2) #5 VERTICAL „ <br />O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />O <br />❑ O <br />STAIR DATA N <br />Z LV <br />STAIR O <br />MARK RISERS TREADS LANDINGS TOTAL RISE (/') %D O <br />A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" C) <br />In <br />SQUARE FOOTAGE: U) <br />AREA PROPOSED d M <br />FIRST FLOOR LIVING 780 a 7 ,--1 <br />uj <br />SECOND FLOOR LIVING 1090 Q >- Q 00 <br />TOTAL LIVING SQ FT 1870 Z ~ <br />Z <br />ENTRY 38 J O <br />GARAGE 443 LU <br />TOTAL SQ FT 2351 � <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />N <br />O <br />N <br />uO <br />0 <br />00 <br />LO <br />a <br />z <br />w <br />x <br />O <br />0 <br />w <br />0 <br />z <br />a <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />(0 <br />00 <br />C) <br />C)O <br />r- <br />Zone= 4 ft) <br />0 <br />_O <br />0 <br />0 <br />0 <br />NO <br />NO <br />O <br />As per Florida Building Code 7th edition (2020), <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />O <br />O <br />O <br />o0 <br />N <br />A <br />and ASCE 7-10 Methods <br />O <br />� <br />� <br />CD <br />C) <br />0 <br />— <br />C <br />O <br />0 <br />O <br />0 <br />O <br />O <br />N <br />0 <br />WALL <br />TRIBUTARY <br />O O <br />i� <br />AREA (ft)2 <br />2 <br />.L <br />INTERIOR <br />END <br />' � <br />N <br />> <br />0 <br />0 <br />0 <br />4 <br />0 <br />0 <br />0 <br />10 <br />39.4 <br />-42.1 <br />39.4 <br />-51.8 <br />^L <br />N <br />c'M <br />L6 <br />(6 <br />t` <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />\ <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />'/ <br />Z Z <br />z O <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />W <br />o <br />U <br />GARAGE DR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />-0 <br />Q <br />Vow° <br />�-O�a <br />0 <br />0- T <br />z <br />W ~ <br />TT <br />=m0Z <br />H M <br />Z <br />Z J <br />Q< <br />i'2ZW <br />0 <br />LU <br />r� <br />�ZZ <br />00 <br />Q <br />D � <br />Z <br />Z T--1 <br />Z <br />2 a p <br />~ U <br />d. <br />Z <br />g <br />0 <br />CU <br />0 <br />a <br />m <br />a <br />z <br />z <br />J <br />N <br />LLJ� <br />O <br />N <br />LAST PLOT DATE <br />o <br />Apr. 16, 21 <br />1ST & 2ND FLOOR <br />z Q <br />J <br />PLAN A <br />
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