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6356 Beverly Hills Dr
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Last modified
3/24/2025 12:10:41 PM
Creation date
2/19/2025 8:22:03 AM
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Building Plans
Street #
6356
Location
Beverly Hills Dr
Contractor
Lennar Homes
Building Plans - Permit #
4647
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Ij Imo' 1'I ;' U "I'll 11ww,11 1 I I Q 11 1 111 1 1 1 _ I Ih' I ' 11 <br />I <br />LINE OF ROOF NOTE: <br />ABOVE <br />SEE <br />. - <9 <br />CONC. PAD DETAILS A7 <br />tHB <br />00 <br />I <br />FAMILY ROOM r'� <br />17'-11" X 13'-3" I ' <br />8'-8" CLG I o <br />T <br />7 5/8" 2'-4 3/4" V-11" T-1" 61_9" 4" - V-11" T-84'-8" <br />1 CV <br />B 6" PLUMBING Q 2X4 KNEE I <br />S6 STACK WALL N WALL, TOP °0 <br />AT 34 1/2" 1 <br />ARP - <br />REF TILE <br />I I <br />0 0 � <br />KITCHEN <br />DW1 14'-1" X 9'-6" <br />-� /� SINK W/ - 8'-8" CLG <br />/ 3 \ DISPOSAL <br />J <br />S6 <br />DINING ROOM <br />12'-0" X 9'-5" <br />8'-8" CLG <br />1 <br />►13 <br />►♦�I D. SH <br />ME <br />i!i r N <br />01I <br />Q 103 PRO CTIVE <br />►♦ . • -LARD <br />�-20 MIN FIRE <br />RATED DOOR <br />W/ WEATHER STRIP <br />4" <br />INSULATED <br />BRG WALL <br />^CC <br />S3 <br />TWO CAR GARAGE <br />20'-0" X 20'-1" <br />D <br />S3 <br />LINE OF GARAGE IN_ <br />OPEN POSTION <br />I I <br />I I <br />I � <br />I � <br />I <br />16070 <br />LINE OF <br />STRUCTURE ABOVE <br />2'-8" 16'-0" - -- <br />21'-4" <br />_ I <br />30'-0" �— <br />FIRST FLOOR PLAN B <br />1 /411 = 1'-011 <br />7 5/8" <br />CV <br />N <br />R&S <br />2668 OWNER'S BATH <br />V-8 7/8" 5'-4" <br />4' <br />6 <br />FLR `' - <br />A7 <br />B <br />LINE <br />W.I.C. <br />U - - <br />S6 <br />co I <br />•rs � <br />� <br />o a-„ o <br />v <br />S & R <br />M <br />'n <br />b <br />�-- <br />N <br />— <br />R & S <br />---- -- <br />(2) 2068 BF _ <br />BEDROOM #2 <br />J 10'-11" X 10'-0" <br />S68'-0" CLG <br />, <br />00 0 tirn <br />N� w <br />M U = w <br />o 2'-10 3/8" 2'-10 1/2- <br />4" V-3 1 /2" <br />F <br />LBATH #2 <br />7 <br />A7 <br />R&S <br />^3 <br />A3 :!t (2) 2068 BF <br />O <br />N <br />�00 <br />m00 <br />w� <br />_Q <br />TIE BM <br />AT 8'-8" IN <br />m00 <br />w <br />1- Q <br />BEDROOM #3 <br />10'-0" X 11'-1" <br />8'-0" CLG <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 />UNLESS NOTED OTHERWISE <br />47) <br />30'-0" <br />TOP <br />AT 18'-0" <br />._ _. <br />�o <br />2T-1 1 /4" <br />T-10 3/4" <br />O0 <br />9 <br />Zo <br />- - DRAIN <br />i <br />SH 25 <br />Q <br />SHWR HD <br />HD AT T-3" <br />- & VALVE <br />EGRESS <br />4 16" <br />OP SH <br />I <br />�* <br />2068 BF <br />I <br />O <br />I CVEL <br />W <br />w U I in <br />o S OWNER'SUITE <br />N 14'-7" X 12'-8" I m <br />_ <br />8'-0" CLG 1 <br />v <br />TB _ <br />r <br />WATER <br />I <br />CLO ET <br />I v <br />iv <br />CV <br />� <br />P <br />N <br />04 <br />f <br />1 <br />LOFT I <br />14'-7" X 9'-1" I CD M <br />AHU 8'-0" CLG I In N� <br />A/C RETURN <br />j NDER DOOR I = <br />_ 1 <br />_ <br />S2 <br />A3 I <br />3'-4" ill, 2'-11" -2" 4'-10" 3'-8" Ij, 4'-115/8" M <br />2668 c W/S AT <br />\6" 60" AFF A 4" <br />DN <br />71N22"x36" I -- - <br />o ATTIC UTIL TY 2868 1__ -16 42" H. M 8" <br />ACCESS Uj 6 L 15 LOW N FRAME <br />— - w ¢ J - - 14 WALL WALL <br />/ U ' <br />/ W CL ----U__-` <br />^A7 8 D _ LOP D <br />DRYER-- <br />2668 VENT <br />R&S <br />(2) 2068 BF <br />00 <br />N (4) 12" <br />DP SH <br />TYP. <br />BEDROOM #4 <br />9'-10" X 9'-11" <br />8'-0" CLG <br />/ram <br />� \l <br />SH 25 <br />/ SH 25 HD AT T-2" <br />HD AT T-2" EGRESS <br />5'-4 3/4" EGRESS_ 10'-8 1/2" <br />o <br />SECOND FLOOR PLAN B <br />1 /4„ = 1'-011 <br />LE <br />WALL <br />5-2 3/4" <br />SH1/2 34 <br />HD AT 7'-3" <br />8" ~ <br />RAME <br />WALL <br />I <br />I <br />14'-4" 4-4- <br />8'-8" <br />I <br />9 <br />W <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 />R4.1 HIGH PERM 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 />❑ = FILLED CELL W/(1) #5 VERTICAL <br />®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />p = FILLED CELL W/(2) #5 VERTICAL <br />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />El 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: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />780 <br />SECOND FLOOR LIVING <br />1090 <br />TOTAL LIVING SO FT 1870 <br />ENTRY <br />38 <br />GARAGE <br />443 <br />TOTAL SQ FT 2351 <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 />h� AUG 0 3 2011 <br />inc. <br />.d <br />N .v�71'. <br />Plans R ,��'0: I ' l <br />for Con piai ic;a "N. L1 ► t;;00 <br />KI <br />Edition by Deora H,nriu D . <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 />INTERIOR <br />END <br />AREA (ft)2 <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 />O <br />N <br />c (• <br />Or <br />Co <br />U*) <br />F" ,`" , <br />0,5 w <br />0 <br />S 4 ^1 r f A <br />w <br />0 <br />Q <br />W C CD `? U <br />_ to <br />mN v <br />c t o <br />C z, 0 2 S <br />O w a� <br />�N w O^N <br />� <br />u C <br />N s` o F M <br />^°ate <br />W <br />F- (' O~wJw0 <br />LO �3t <br />LLOwVO-jOwJoU O��z Ozg f-_ <br />Q< — 0 wOOMgz <br />C) � <br />O0wwM5 U wwV5(rw<:1 <br />O Z �¢Qpw 6zwzOw<C,0 <br />IL pW �F-� mow° <br />O p pQZ <br />U_ O I- a W <br />a <br />0 <br />O <br />0 E- <br />V) t\ <br />Q V M Ln <br />YELL <br />o~C a � M <br />z�� <br />W <br />J 00 <br />N <br />N <br />0 <br />N <br />0 <br />CV <br />0 <br />0 <br />M <br />CD o0 00 O O o r' <br />N N N N <br />0 o 0 0 0 0 0 <br />N N N N N N N N <br />O O CO N M <br />N N q o � 0 <br />CA 0 O O O N 0 0 0 0 <br />' 0 <br />r O O O O O O <br />r CN M IT u7 CO I r - <br />Z Z <br />/Y1 (n O <br />K% owu_> <br />O g_WR� <br />o <br />0) O Q �o�a <br />~ OWWM <br />z zw�_w <br />IY <br />� F-moZ <br />I— �Z J <br />M <br />i'�zwzz rl � <br />N W O:52z <br />00 U �ZU) <br />ZT__q M Q O <br />• ct Z U <br />OV d <br />0 <br />�-rn <br />Q <br />z A2 w <br />w <br />J <br />W <br />N <br />N LAST PLOT DATE <br />Jun. 17, 22 <br />z Q 1 ST & 2ND FLOOR <br />j PLAN B <br />
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