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6300 Beverly Hills Dr
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6300 Beverly Hills Dr
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Last modified
3/20/2025 7:21:26 PM
Creation date
2/19/2025 10:55:43 AM
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Building Plans
Street #
6300
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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io 30'-0" <br />OVERALL <br />10'-6" 1_ T-3" I_ 12'-3" _ <br />13'-0 1/2" 6'-0" 10'-11 1/2" <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT <br />HOLD DOWN <br />3 1/2" <br />HB �00o © m Cl) 00 <br />L0 SH 25 LOco <br />o n <br />(4) 16" <br />00 <br />`O <br />DP SH <br />REF <br />r7 <br />`r <br />N <br />PANTR <br />17'-9 1 /4" <br />6'-6" <br />'-1 3/8" 2'-4 1 /8" <br />40 <br />Co <br />FLR <br />Co FIN-� <br />d- LINE <br />8'-11 1/8" <br />GREAT ROOM <br />13'-9" X 17'-10" ---- <br />8'-8" CLG 4 <br />KITCHEN <br />2x4 KNEE <br />8'-8" CLG <br />WALL TOP r <br />@ 34 j' a I ---- <br />00 <br />iii - <br />O ' N <br />' <br />O <br />o <br />SINKW/ Q <br />z� <br />N <br />DISPOSER <br />I; II <br />loll <br />_u <br />(2) 2X6 <br />`o <br />Q/S4 <br />rn FLR FIN <br />HEADER <br />LINE <br />3 -4 1/2" <br />m <br />6'-3 7/8 12 -2 7/8 <br />6-9 1/2" <br />00 <br />co <br />(4) STUD COLUMN <br />N <br />LL <br />' <br />DINING BEARING <br />� <br />io <br />2x6 <br />11'-11" X 6'-6" WALL (TYP) <br />b <br />8'-8" CLG <br />WALL <br />UTILITY RM <br />v¢i <br />8" G 8'-CL <br />0 <br />Lo <br />N <br />D <br />M <br />8'-8' <br />CLG <br />o -1 <br />a. � <br />(2) 2X6 <br />Q/S4 <br />HEADER <br />INSULATED 20 MIN FIRE <br />WALL RATED DOOR W/ <br />WEATHER STRIPJ <br />' <br />4 <br />0 C9 c i <br />TP <br />U rn <br />INSULATED <br />PROTECTIVE <br />G <br />BEARING <br />BOLLARD <br />S3 <br />WALL <br />BEARING <br />10 <br />WALL (TYP <br />9 - <br />-- 00S3 <br />CC <br />TWO CAR GARAGE <br />- <br />$ <br />m <br />8'-8" CLG <br />36" H <br />N <br />N <br />6 <br />LOW <br />r <br />5 <br />WALL <br />4 <br />FLR FIN <br />N <br />N <br />— <br />LINE <br />— <br />s <br />LINE OF GARAGE <br />2 1 A� <br />FOYER <br />_______________ <br />� <br />IN OPEN � <br />36" H <br />P M <br />5'-11" X T-7" <br />POSITION <br />CONT <br />8-8 CLG <br />HA <br />DRAIL <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />"/ro <br />CONNECTIONS <br />SH 1 <br />HD A <br />TEMPERED <br />234 <br />6' 8" <br />1/2 M <br />2 <br />A3 4'-7" <br />4'-1 " <br />16070 <br />_E <br />8'-8" <br />CLG <br />L------------- <br />LINE <br />----- <br />OF7 <br />FLOOR <br />ABV <br />1'-4" <br />T-0" <br />1'-4" <br />T-8 3/8" <br />2'-8" <br />16-0" <br />1'-4" <br />In <br />7 5/8" <br />41 <br />10'-01, <br />20'-0" <br />vf <br />30'-0" <br />UVEKALL <br />FIRST FLOOR PLAN (ELEVATION B <br />1 /4" = 1 1 <br />-0" <br />7 5/8" <br />7 5/8" <br />7 5/8" <br />z <br />w <br />=m <br />J <br />J <br />J <br />H.B <br />0 <br />i <br />TIE BM <br />AT 8'-8" <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 SIZES <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL SQUARE 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 />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.)* = 42" A.F.F. OR U.N.O. <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 CABINET A.F.F. <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />T.B. AND T.P. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP R <br />4.1 HIGH PERM, 1/2" GYP <br />L►1 ErwM,���L� <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2Xa 16" O.C. W/ 1/2" <br />GYP. UNO <br />p = 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 RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />A 16 AT 7 9/16" 114AT10"I1 10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />930 <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />GARAGE <br />54 <br />401 <br />TOTAL SQ FT 2672 <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, 2.1112 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 />TRIBUTARY <br />AREA (ft)2 <br />WALL <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 />1 <br />33.4 <br />-40.5 <br />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />1 -33.9 <br />AUG 2 4 2022 <br />VIPTAL RC'vIE v P S <br />Virtual F- al Ie},,' Od <br />Plans Rev►e4'v c�rr►:: :'�� <br />for Corripiiance ,vrtL <br />Edition by Debra Hnr*� Kla'nc <br />N <br />N <br />O <br />04 <br />�n <br />N <br />0 <br />Co <br />LO <br />z <br />w <br />O <br />0 <br />w <br />0 <br />z <br />¢ <br />V) <br />N L0 <br />E <br />Q� <br />m <br />N <br />v <br />N <br />U <br />co <br />M <br />O <br />B o <br />Q <br />i <br />U �� <br />4t- <br />w Q <br />W <br />L <br />O M <br />Q <br />"u'70 <br />Q <br />Q W <br />ow u- wC� <br />O� 0 0 0 <br />Q <br />Z) < 0� x,, w U <br />J <br />a� 0, Of O Z w0 X 0 0 m Z� U <br />I_ <br />O Z <br />Z <br />W w w—� � <br />U) cnww Y) �¢ > -I <br />Q<< WQ�zWzO�0�IL <br />� -P �Yp¢¢ ¢ <br />ILL <br />Ow <br />oQ 0 0 0<<x <br />LL LL <br />O <br />O <br />ZW <br />O� <br />F. 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