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6357 Beverly Hills Dr
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6357 Beverly Hills Dr
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Last modified
3/24/2025 2:40:06 PM
Creation date
2/19/2025 11:39:19 AM
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Building Plans
Street #
6357
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
4580
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30'-0" <br />10'-0" 14'-8" 5'-4" <br />LINE OF ROOF NOTE: <br />ABOVE SEE SHEET S-11,12 '1873' <br />FOR LINTEL CALLOUTS & 9 <br />CONC. PAD DETAILS < A7 <br />3 1/2" <br />1'-0" _0.1 o 0 <br />iv SH 35 LO <br />HD AT T-4" HB <br />5068 SGD 1 <br />I <br />Co <br />I <br />I <br />F3/4"' <br />INING ROOM FAMILY ROOM I M <br />12'-0" X 9'-5" 17'-11" X 13'-3" <br />8'-8" CLG 8'-8" CLG <br />7 5/8"4" 7 5/8" <br />127-4 3 -1 6-9 5 -11 3 -8 4 -8 <br />I <br />I ' <br />g 6" PLUMBING N <br />2X4 KNEE I <br />S6 STACK WALL N WALL, TOP 00 <br />AT 34 1/2" <br />CARPETI <br />REF TILE <br />LO <br />goo <br />0 o KITCHEN I o <br />DWI �_ <br />SINK W/ 14'-1" X 9'-6" I <br />3 DISPOSAL 8'-8" CLG I <br />H 1 <br />J <br />J 2068 2 A7 H Q o <br />S6 1 OOD/ RANGE U I N <br />PANTRY r~i <br />(4) 16" m !4�I N <br />p / SH N I O <br />PDWR RM w v <br />iv 8'-8" CLG _1 d <br />OW/H 4" INSULATED kP� <br />�_/ <br />4S3 <br />PROTECTIVE BRIGWALL 20 MIN FIRE BOLLARD RATED DOOR W/ WEATHER STRIP — <br />IccLINE OF <br />> FLOOR <br />4" INSULATED ABV <br />BRG WALL <br />iv <br />42" H. <br />`14 <br />1 LOW <br />CC ----- SLOPED <br />10 <br />S3 WALL <br />9 <br />TWO CAR GARAGE C9 <br />20'-0" X 20'-1" 8 ~ <br />7 6" HIGH <br />----- CONT. <br />6 FOYER RAILING <br />p----- 5 <br />S3 ----- CARP T <br />4 <br />LINE OF GARAGE IN _ ----- 3 TILE <br />_ _ _ — <br />OPEN POST ION 2 1 coo <br />LO <br />l i UP (4 <br />CO <br />SH1/2 34 i <br />/ AT T_ " A <br />I I � <br />3 1/2' QO 00 <br />0 <br />8„ <br />Y <br />- <br />2'-9" 4'-9" " <br />co <br />`1 <br />16070 L_aSOFFIT ABV 1 '-2" <br />o <br />1 <br />, <br />60 ENTRY <br />8'-8" X 4'-4" <br />2'-8" 16'-0" 2'-8" 7'-8" 1'-0" <br />2114" <br />1 8'-8" <br />30'-0" <br />FIRST FLOOR PLAN A <br />1 /4„ = 1'-01 <br />1 <br />m60 <br />H <br />TIE <br />9 BM Q <br />_ <br />9 AT 8'-8" <br />m00 <br />W <br />HQ <br />3 <br />A3 <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 /><! <br />A7 <br />cTi}0i}11 <br />TOP <br />AT 18'-0" <br />O <br />27'-1 1/4" <br />2'-10 3/4" <br />9 <br />DRAIN <br />I <br />SH 25 <br />~ <br />SHWR HD <br />I <br />HD AT T-3" <br />& VALVE <br />EGRESS <br />R & S (4) 16" I <br />�r <br />-- DP SH <br />2068 BF <br />1 CV o <br />1// W <br />EL <br />2668 OWNER'S BATH m U.) <br />�(b <br />5'-8 7/8' 5'-4" ��0 V I N <br />4 <br />� I <br />FLR <br />� <br />B <br />I LINE <br />0 to OWNER'S SUITE <br />TB N 147X128 I <br />_ <br />S6 <br />8'-0" CLG I , <br />06 I W.I.C. O <br />v <br />"v <br />°> °o <br />� <br />coI <br />WATER <br />o <br />S & R CLO ET j <br />LL— <br />N <br />_ — <br />R& S (2) 2068 BF P / N <br />N <br />CD <br />1 <br />N <br />e- <br />N <br />LOFT I, <br />14'-7" X 9'-1" <br />BEDROOM #2 AHu $'-o" CLG °; <br />I <br />_� <br />J <br />J <br />10'-11" X 10'-0" A/C RETURN <br />(n <br />�2 <br />8'-0 CLG / UNDER DOOR I <br />Mm <br />( <br />1 <br />N w <br />I Li <br />cn¢0 <br />?6 1 <br />v <br />o <br />= w <br />,_ ,_ �_ S2 ,_ „ ,_ ,� A3 �_ „ i co <br />2 10 3/8 2 10 1 /2 3 -4 1 2 11 1 2 4 10 3 8 4'-11 5/8" r',CD <br />14" <br />4" 2668 W/S <br />1'-3 1/2" " 60" AFF <br />�22"x36" <br />°°° UTI 16 <br />o ATTIi 2868 -- - <br />� <br />42" H M 8" <br />ACCESS <br />6-- J 6 i__ _1 <br />LOW N FRAME <br />WALL <br />U 14 <br />WALL M WALL <br />BATH #2 W a _ _ _ _ <br />A7 8 <br />Q <br />LO <br />42" H. <br />----13 <br />A7 N EN <br />U D[//`�WALL <br />rHA <br />OPED <br />TP TB 2668 OX <br />1 <br />DR ER 10 <br />N <br />R & S 2�8 VENT ---- <br />�- <br />- — (2) 2068 BF R & S ---- <br />Cv <br />-11 <br />— ---- <br />�6687 <br />OPEN TO A3 <br />(2) 2068 BF ---- <br />BELOW <br />o0 6 <br />36" H. N <br />N <br />---- <br />5 <br />CONT <br />N (4� 1SH __-- <br />RAILING <br />D 4 <br />---- <br />3 <br />1 2 1 00 <br />I 00 <br />I I <br />BEDROOM #3 BEDROOM #4 <br />' ' `" <br />10'-0" X 11'-1" M 9'-10" X 9'-11" <br />8'-0" CLG S6 8'-0" CLG <br />TYP. SH1/2 <br />34 0 <br />HD ATIT-3" <br />Lr' <br />qT <br />FRAME <br />v <br />/ <br />ALL <br />I <br />SH 25 <br />/ HD AT T-3" <br />FRAME <br />EGRESS <br />EGRESS <br />WALL <br />5'-4 3/4" <br />10'-4" <br />5'-7 1 /4" <br />4'-4" 4'-4" <br />21'-4" <br />1 8'-8" <br />SECOND FLOOR PLAN A <br />1 /411 = 1 '-0" <br />i1 1 <br />"k A7 <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" !NTO SLAB <br />A = FILLED CELL W/(2) #5 VERTICAL <br />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />�__j <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: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />780 <br />SECOND FLOOR LIVING <br />1090 <br />TOTAL LIVING SQ 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 CONIC 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 />VIRTUAL REVIEW 4SSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed am- apprOVE <br />for compliance with the 2020 r BC 7th <br />Edition by Debra Anne Klahr PY2300 <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 />GARAGE DR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />N <br />O <br />N <br />f �s�_FC pAD <br />M <br />F <br />Ln <br />co <br />LO <br />' <br />R 5 <br />V <br />w <br />o <br />W <br />0 <br />z <br />to <br />^, <br />N LO ; F <br />> or-, o <br />n MN ti <br />N 7 <br />N <br />U <br />E. r o <br />O O 2 g <br />L <br />O �8 m ¢ <br />t Ut3� <br />�N <br />/�, <br />W <br />w Q� C' <br />� N C <br />00 E M <br />L <br />W W <br />W <br />w <br />w�H �gJ w Yz� z <br />O�¢p���V00-0 <br />Q Q U <br />�OD�zLL1,0z�0L3zaa <br />0O <br />C<� <br />00) 0 owoomZ: <br />cnwo_wzWWW WX< <br />2 <br />Z <br />LL <br />_jQ�pw�QzEZOw�oa <br />¢ow 2Lu <br />¢ <br />o~P <br />�Qu_ <br />a <br />O <br />O <br />N <br />OW <br />LO = <br />0 <br />O <br />`M O <br />z <br />d JLn <br />LL <br />W Lr) <br />Qcri <br />ce d r-I <br />z <br />z <br />W <br />Jo <br />J <br />N <br />N <br />0 <br />N <br />r <br />0 <br />N <br />0 <br />O <br />o6 <br />co <br />r <br />V- r <br />00 <br />r <br />o <br />N <br />O <br />O <br />r <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />r <br />O <br />r <br />00 <br />O <br />N <br />r <br />A <br />0 <br />M <br />O <br />1 <br />O <br />O) <br />O <br />d) <br />CDr <br />O <br />O <br />r <br />N <br />O <br />�— <br />o <br />Lo <br />r <br />r <br />o <br />N <br />0 <br />M <br />o <br />O <br />o <br />CO <br />0 <br />z z <br />O <br />w <br />} <br />W <br />0wcn <br />U H � <br />O <br />Q <br />U <br />o�o <br />�� <br />OaiQ <br />Lr)-0 <br />Z <br />ZLL1~� <br />Q <br />=moz <br />9 <br />z W <br />Q <br />5.MZWT-I <br />� <br />CLzz <br />>_ <br />M <br />W N <br />00 <br />O_5Rw <br />U) <br />r <br />Z � <br />�n z <br />�az0 <br />Z <br />U <br />U <br />a <br />Oo <br />�MM <br />W <br />� <br />z <br />A2 <br />z <br />W <br />_j <br />W <br />N <br />LAST PLOT DATE <br />>� <br />Mar. 21, 22 <br />z <br />Q <br />1 ST & 2ND FLOOR <br />J <br />PLAN A <br />
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