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6444 Bar S Bar Trl
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6444 Bar S Bar Trl
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Last modified
3/4/2025 4:53:34 PM
Creation date
2/18/2025 3:36:22 PM
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Building Plans
Street #
6444
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
4650
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0 <br />30'-0" <br />MI5/=1:7_"1 <br />15'-8" <br />T-0" <br />71-411 <br />10'-11 1/2" <br />6'-0" <br />13'-0 1/2" <br />41 <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT <br />HOLD DOWN <br />3 1/2" <br />o <br />1 <br />Cl)00 <br />o <br />LO <br />'� <br />SH 25 <br />L HB <br />r <br />M <br />HD AT 64 <br />ti <br />(4) 16" <br />o <br />DP SH <br />- <br />'n <br />ANTRY <br />00 <br />c <br />REF <br />`r <br />N <br />7 5/8" <br />2'-4 1 /8" <br />'-1 3/8" <br />v <br />6'-6" <br />17'-9 1 /411 <br />2068 <br />KITCHEN <br />°O <br />8'-8" CLG <br />"�_` FLR FIN <br />00 <br />LINE <br />It <br />7 5/8" <br />8'-11 1/8" <br />1'-1111 <br />GREAT ROOM <br />13'-9" X 17'-10" <br />8'-8" CLG <br />2x4 KNEE <br />-- <br />WALL TOP <br />@ 341, <br />l/lV�,� <br />O <br />�Q <br />W <br />/_J. ^l <br />Z= <br />co I SINK W/ <br />I <br />I <br />r DISPOSER <br />114 <br />II 11 <br />I <br />I <br />I <br />(2) 2X6 <br />I <br />Q/S4 <br />HEADER <br />00 <br />11m1w, <br />LINE CP <br />. <br />. COLUMN <br />Cn <br />��WALL <br />\ <br />_ .. <br />DINING <br />• <br />(TYP) <br />• <br />i`� <br />•: <br />6-3 7/8" <br />N <br />N 8 -8 CLG N <br />J r (2) 2X6 N <br />Q/S4 <br />OWHO INSULATED HEADER— <br />� WALL <br />4" <br />20 MIN FIRE <br />RATED DOOR W/ "' <br />WEATHER STRIP <br />PROTECTIVE BEARING <br />BOLLARD INSULATED <br />TWO CAR GARAGE <br />N 8'-8" CLG <br />'—'----------- <br />ON <br />7 5/8" <br />M <br />0 <br />N <br />T-4 1/2" <br />7 5/81, <br />00 <br />U')C <br />N <br />J <br />0 <br />�j <br />0 <br />F0 - CLG _ <br />la <br />17 , TP <br />BEARfNG <br />WALL <br />^CC <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />H B I CONNECTIONS <br />I <br />16070 <br />eo <br />— — — — — — — — — — <br />m - LINE OF <br />Q 1'-4" FLOOR ABV 16'-0" <br />TIE BM <br />AT " 20'-0" <br />30'-0" <br />OVERALL <br />• <br />•-1 <br />,�► <br />P <br />• <br />• <br />. <br />FLR FIN <br />LINE <br />• <br />CO 1 <br />O <br />© <br />• <br />��� <br />FOYER: <br />r 1 <br />Irim <br />PC <br />n L� <br />■-.�m <br />' <br />.. <br />.� <br />I" <br />'-4" 11'-4" <br />FIRST FLOOR PLAN (ELEVATION A <br />1 /4" = 1'-0" <br />8'-8" <br />10'-01, <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 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 />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 <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 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 <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 />930 <br />SECOND FLOOR LIVING <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />26 <br />GARAGE <br />401 <br />TOTAL SQ FT 2644 <br />\/W\ JUN 1 1 2022 <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed and app ved <br />for cor ;, ;�h the 2020 F 3C 7th <br />Fdltlon bq vebi ,.. r%. ;ir PX2.300 <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 />' <br />N <br />N <br />CD <br />M'a co .ram, <br />CD LO <br />le') Q €{. 9 <br />00 <br />LO <br />'M 6X, t r <br />z <br />w <br />, a <br />O <br />r <br />w <br />z <br />E <br />o o <br />W L L -0 U <br />M <br />N <br />} N <br />M <br />V �_� 2 C, <br />s o <br />2 0 U 00 <br />�} °� a Q <br />U�� <br />.-s <br />LO <br />} <br />V w Q N <br />o EM .m <br />0 a 7 <br />UJ <br />w <br />❑w� w � w00 <br />= 0❑ 2_ o <br />< O < < , U O Ow <br />Q �- U <br />= <br />J <br />=�0�O�O�OO 10z¢¢ <br />��d <br />_j <br />O O <br />0 Z <br />jinww�in�0 ¢<0 <br />Q<<0W<7Zwz0�U❑d <br />LL <br />Ow API_ �Y❑QQ <br />011 o D 0QQ� <br />LL ¢ O LL <br />>3 <br />O <br />ZW <br />O� <br />>o <br />0 � M C:) <br />Q U M L0 <br />G LL <br />Vl <br />M <br />00 <br />Q U Q <br />Z F-- <br />Z <br />III <br />J O <br />O <br />d' <br />O <br />I <br />i <br />IQ <br />Q <br />I <br />i <br />000ao <br />Cy)ti <br />N <br />N <br />O <br />C:) <br />CD <br />O <br />C)CD <br />r <br />r <br />O <br />N <br />O <br />i <br />i <br />1 <br />Z <br />O <br />Q0U-) <br />W <br />C) <br />CD <br />CDO <br />O <br />i <br />> <br />c- <br />N <br />M <br />It <br />to <br />v, <br />} <br />z F- <br />¢z <br />w <br />W <br />z <br />ozz <br />O <br />w0o <br />�z5; <br />O <br />0 0 <br />Q <br />Z—a <br />�— <br />�— <br />W Q <br />LU <br />F- <br />(V <br />rz <br />0 <br />Zo= <br />CL <br />U) <br />. <br />OU <br />2; <br />gZo <br />� <br />z <br />�Z <br />O <br />a. <br />_0 <br />W <br />z <br />¢ <br />z <br />w <br />W <br />0 <br />c) <br />0 <br />LAST PLOT DATE <br />N <br />• <br />March 29, 2022 <br />Z0 <br />O <br />J <br />1 ST FLOOR PLAN A <br />
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