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6304 Beverly Hills Dr
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Last modified
3/20/2025 8:35:07 PM
Creation date
2/19/2025 11:36:54 AM
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Building Plans
Street #
6304
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
4824
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I �. <br />A <br />B <br />S6 <br />A <br />S3 <br />7 <br />DRAIN— <br />SHWR HD <br />& VALVE <br />8'-9 3/4" <br />SH25 <br />HD AT 7'-4" <br />EGRESS <br />OWNER'S SUITE <br />13'-0" X 16-11" <br />8'-8" CLG <br />T-4 3/4" I. 6-6" <br />O_ <br />co 0 0 <br />co <br />N <br />6A75 IwUQ <br />Ya- <br />OWNER'S — <br />2868 BATH <br />GG 1(n <br />cM <br />13'-3 1 /4" <br />D <br />S3 <br />00 <br />3 1/2" LO <br />r` <br />5068 SGD <br />00 <br />M <br />O <br />BRG <br />WALL <br />7'-11" <br />LIVING ROOM <br />BRIG 15'-2" X 16'-3" <br />WALL 8'-8" CLG <br />0 <br />(V <br />4'-6" <br />14'-2" <br />1'-2" <br />NOTE: <br />PROVIDE 1/2" PLYWOOD <br />2'-0" <br />DRAFT STOP IN FLOOR <br />X8 WAL <br />TRUSS SYSTEM FOR A <br />WTILE <br />MAX. AREA OF 1000 S.F. <br />I <br />(PER FBC R302.12) <br />KITCHEN <br />2 6KNEE� <br />--------- <br />9'-7" X 14'-2" <br />WA TOF M <br />AT 3 1/2" <br />REF <br />8'-811 CLr,- <br />N <br />BRG <br />WALL <br />I <br />CAFE <br />- <br />8'-6" X 14'-2" <br />RANGE W/ <br />HOOD <br />O <br />i <br />8'-8" CLG <br />O <br />aJ <br />°o <br />p <br />U <br />H <br />- <br />O <br />LO <br />� <br />N <br />ih <br />I <br />T 3/4" T-7" 61'-11" <br />5'-8" 2'-10" <br />2'-2" <br />0 <br />0 <br />7 5/8" <br />1 W.I.C. <br />1 <br />DRYER <br />JTILITY m <br />C <br />VENT <br />N <br />4 A7 <br />N PANTRY <br />13 <br />I HANSEN I <br />D <br />BOX <br />W/S AT <br />m <br />GG w <br />6" WALL <br />60" AFF oo <br />S3 <br />iES <br />L-----J <br />CD <br />cv4 <br />RG <br />S & R <br />WALL <br />13 <br />S/H 4" INSULATED N20 MIN FIRE <br />RATED DR <br />6WALL <br />W/ WEATHER <br />— — — STRIP <br />r 22 x36 <br />PROTECTIVE I ATTIC <br />BOLLARD LACCESS <br />4" INSULATED <br />BRG. WALL — <br />TWO CAR GARAGE <br />19'-3" X 20'-0" 'e cc <br />�/ \ <br />— — — — — — — — — — — — — — — — — — — <br />TIE BM <br />AT 10 _0'. <br />13 <br />I <br />w <br />�a <br />HB 1 <br />16070 <br />2'-3" J 16'-0" <br />In <br />20'-6" <br />30'-0" <br />2'-3" <br />FIRST FLOOR PLAN- ELEVATION B <br />1 /4" = 1'-0" <br />STACK A3 <br />WALL <br />4'-10" 10" I. T-6" <br />M <br />�4 <br />PWDR <br />BATH <br />LU != <br />1 <br />f- U <br />2868 <br />II <br />- <br />LINE OF <br />N <br />FLOOR <br />P <br />ABV <br />3) 2X4 <br />U.0 W/ <br />HTT4 AT <br />- <br />BTM & <br />S1--- <br />I -- <br />AT TOP <br />9 <br />ii <br />42 H <br />SLOPED <br />6 <br />LOW <br />- <br />WALL <br />5 <br />:PT. <br />FOYER <br />4 <br />3 <br />-- I -- <br />-- -- <br />FILE <br />1 21LO <br />I <br />_ <br />I I <br />UP <br />A 1 1 <br />all <br />6 C3 <br />SH 1/2 35 <br />o <br />HD AT 7'-0" <br />cM <br />7 5/8" <br />N <br />N i�_ <br />�Q <br />O <br />Lo <br />7 5/8" 60 <br />LID <br />3 <br />A3 <br />`e) 3 1/2„ <br />1 <br />TEMP. GLASSo <br />0 <br />3'-11" <br />1'- " <br />is <br />ENTR <br />D�••� <br />1 " 1 <br />13 IJ <br />NOTE: <br />SEE SHEET S-11, S-12 <br />4'-4" <br />1'-4" <br />2'-6" <br />1'-4" <br />'2382' FOR LINTEL <br />CALLOUTS &DETAILS <br />9'-6 <br />mzo <br />w <br />H <br />Q <br />TIE BM <br />TIE BM <br />AT 10'-0" <br />AT 10'-0" <br />�ap <br />00 00 <br />w <br />HQ <br />OTE: <br />ROVIDE <br />NSULATIC <br />ALLS AC <br />O ATTIC <br />NOTE: <br />PROVIDE F <br />INSULATIO <br />EXTERIOR <br />INCLUDING <br />RIM JOIST <br />FLOOR AS: <br />1. SEE SHEET S-11, S/12'2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE 2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />�Y.. w <br />SECOND FLOOR PLAN- ELEVATION B <br />1 /4„ = 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 RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />ALL ANGLED WALLS TO BE 450 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) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B.) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.) = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINET A.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />13 = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= FILLED CELL W/(2) #5 VERTICAL <br />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: UNIT'2382 B' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ FT <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 30 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2833----SQ. FT. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11 / R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />INSTALL SAFFELS AT EAVE <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />AEG 2 4 2022 <br />Virtual Rv`''e 7' <br />plans n ReV-ew <br />for compiia;��e with ti lc �. <br />b pu Anne Klahr <br />Edition by <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor-1.0, End <br />Zone= 4 ft) <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />39.4 <br />-42.1 <br />39.4 <br />-51.8 <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />N <br />O <br />_r <br />N <br />LO <br />U) <br />-Y <br />• <br />Q <br />t., <br />w <br />0 <br />z <br />Q <br />^' K E <br />o <br />W L � Op `1CIO <br />"t <br />Ln CO N <br />V) U -0-22 d <br />L O <br />C:Z) O U 8 <br />0 �8 m Q <br />^, V LU Q N C <br />W L C) <br />70 <br />V, <br />w <br />w (� w <br />OLLj Lu01- <br />wFw-Q X2_j �gYZw Z <br />w0S2,,QOairaUV000 <br />w Q <br />U <br />1- <br /><OR-Ww�oZMooU_a� <br />C7wjX9OzOwOOmzz 0 <br />:D�- <br />Q <br />U) 0 <br />0 <br />z <br />rnMOEwwow <br />Q~<0wg0_wz2w00Q <br />0w o � oQZ�¢ <br />Q LL <br />O <br />Z 04 <br />OF_ <br />=! <br />O <br />M <br />Q � M L0 <br />CD <br />LL � ti <br />1—�C�M <br />Z U <br />w <br />J O <br />O <br />wi <br />N <br />0 <br />N <br />ti <br />N <br />1 <br />O <br />0 <br />oY <br />Mcoo <br />N <br />o <br />o <br />r- <br />0 <br />0 <br />CV <br />0 <br />(V <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />M <br />O <br />LO <br />w <br />O <br />M <br />e- <br />-- <br />N <br />o <br />M <br />NN <br />L0 <br />0 <br />j <br />o <br />0 <br />N <br />0 <br />M <br />0 <br />�f' <br />0 <br />U-) <br />o <br />coti <br />0 <br />.- <br />CO <br />z z <br />O <br />O� <br />_ <br />w��> <br />0w(n <br />V <br />ER 0 <br />~Wwg <br />Q <br />IL X <br />Zw~� <br />�CO0Z <br />O~LU <br />z�J <br />N <br />00 <br />5.Mzw <br />Q_ <br />z z LL <br />CV <br />w N <br />O-1Mz <br />�— <br />Q <br />Viz <br />) <br />. . <br />z <br />z <br />XQp <br />U <br />g <br />Ov <br />o <br />W <br />m <br />Q <br />Z <br />A2 <br />z <br />LU <br />UjCN <br />coM <br />(N <br />LAST PLOT DATE <br />a <br />25, 22 <br />zApr. <br />O <br />1 ST & 2ND FLOOR <br />J <br />PLAN B <br />
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