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36500 Smithfield Ln
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36500 Smithfield Ln
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Last modified
3/21/2025 10:48:22 AM
Creation date
2/25/2025 9:40:21 AM
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Building Plans
Street #
36500
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5925
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30'-0" <br />9'-11" <br />13'-9" <br />6'-4" <br />SH 25 <br />3-1 2" <br />HD AT 6'-8" <br />EGRESS <br />/ <br />O 5068 SGD <br />2868 W <br />U � <br />/ <br />H.B. <br />i <br />0 / <br />5 / <br />N / <br />OWNER'S SUITE <br />15'-8" X 11'-11" °0 <br />/ <br />8'-0" CLG o <br />/ <br />Q/ / GREA T�ROOM <br />14'VAULTED <br />/ <br />6'-0 5/8" X-9 1/2" 6'-3" <br />12'-7 5/8" <br />2868 N <br />m — — — <br />2.5/12 VAULT. <br />FM <br />ICDO. BATH ; <br />N 12" DP I <br />CLG <br />N <br />8'-0" CLG <br />(5) SH <br />TP <br />W.I.0 <br />8'-0" CLG <br />TB 36" x 60' <br />iv <br />I cn •= <br />SHOWER <br />Icac0 <br />PAN <br />DRAIN ;� <br />000 <br />ti <br />DINING ' <br />SHW HD co <br />I <br />M <br />10'-0" X 12'-6"60 <br />& VALVE <br />I <br />VAULTED <br />M <br />=� <br />.o, q <br />r- <br />R&S <br />= <br />w <br />d = m <br />_ <br />N <br />— <br />p cn oo <br />—to <br />4'-2 5/8" 7'-3 1/2" <br />I CD <br />00 <br />N <br />co I <br />N <br />CPT. <br />M <br />00 <br />co 106 <br />ILE <br />I <br />BEDROOM #3 <br />N <br />Z. KITCHEN <br />_ <br />- <br />( <br />g 12'-6" X 13'-6" <br />N Zo�W <br />U)¢C7 <br />pw <br />0 <br />v = <br />co <br />0?� <br />LO <br />w <br />XQx <br />=w <br />11 -1 X 10 -1 <br />8'-0" CLG <br />e <br />1 V-6 1 /8" <br />10'-3 1 /8" <br />BEDROOM #2 <br />9'-10" X 11'-1" <br />8'-0" CLG <br />PROTECTIVE <br />OW/H BOLLARD L <br />22-1/2" x 54" <br />ATTIC ACCESS <br />7 <br />p N N S2 O• r VAULTED <br />/J .- Z I <br />(Do _ r zo <br />25/12 <br />0 �� 0 _ O_ I NUN <br />Y CLG <br />L266j8l_ ---- ----- <br />2'-0" 4'-6" <br />N <br />'-3 1/2" 3'-9 3/8" co 7'-11 1/2" 4'-5 1/4" <br />8'-0" CLG <br />668 <br />- N <br />-( I ao TP TB a 1 � I- <br />q <C.U00 ° BATH #2 <br />CD <br />I 8'-0" CLG 3'-2 3/4" 2'-9 1/2" a <br />o2S O c`h <br />c�,F I v <br />N 00 <br />I M <br />oe <br />-----� _ 2.5/12 <br />WALL co r- \/ VAULT. <br />CLG <br />20 MIN. RATED -c%) 50 <br />DOOR W/ AHU PLATFORM <br />WEATHER LAUNDY <br />STRIP 8'-0" CLG FOYER F- <br />- 4'-4" X 12'-8" <br />S3 `r 6� VAULTED <br />00 <br />SHELVES IN n <br />LAUNDRY AT ti <br />60" A.F.F. <br />HANSEN <br />BOX o I, <br />DRYER D W `' fiLT3_1 <br />VENT 3:: <br />4" PADDED <br />FRAME WALL <br />SH 1/2 33 <br />_____________ HD AT6'-8" <br />LINE OF GARAGE IN I I <br />OPEN POSITION I 11-811 41-4" <br />61_0 <br />:: 4,_8-1 <br />I <br />PORCH <br />8'-0" CLG <br />16070 <br />1'-8" L 1614" L V-8" L 2'-0" 6'-8" L 2'4" <br />19'-4" 1 10'-8" <br />FLOOR PLAN (ELEV B <br />1 /411 = 1'-011 <br />DMI <br />CV <br />N <br />N <br />a) <br />N <br />0 <br />v <br />co <br />o� <br />00 <br />LO <br />0 <br />N <br />0 <br />zo <br />to <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 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />E3 = 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 />SQUARE FOOTAGE: ELEV B <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1448 <br />TOTAL LIVING SQ FT 1448 <br />ENTRY <br />93 <br />GARAGE <br />387 <br />TOTAL SQ FT 1928 <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 />MAR 2 5 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Dehra Anne Klahr PX2360 <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 />f ;h. <br />` <br />Go <br />n ' ''' L0 <br />0' <br />¢ <br />z <br />W <br />A. <br />p p{ <br />w <br />p <br />z <br />to <br />N LO <br />-0 <br />W L .c N U <br />ti <br />I) Mcn <br />V d M <br />5 O 2 § <br />�.� p Fib c Q <br />.N.� <br />wad z <br />c <br />a <br />CUF W <br />LLI Ui W 0 F- <br />W�_ W J W O <br />o 0�0;' 00�0 <br />Q Q <br />F— <br />U <br />I— <br /><f7p�zt W0z20'1-�Q <br />cywx 0 OROOmZZ <br />� <br />Cy Q <br />O <br />Z <br />�0am� WHMXZp�_ <br />¢LL AWOL �-LuZ <br />OQ <br />oa o O oQz <br />�Q� <br />O <br />Z <br />W <br />O� <br />j�o <br />O <br />CD <br />vJ LL <br />W LO <br />F-0�aM <br />� Q 00 <br />Q <br />Z V <br />Z� <br />W <br />WO <br />J <br />O <br />O <br />N <br />N <br />N <br />O <br />o <br />o <br />C <br />o <br />z <br />O <br />N <br />Lo <br />N <br />0LO <br />I <br />00 <br />}~ <br />zz <br />W <br />¢W <br />O <br />W <br />O O <br />O <br />V <br />W <br />(jV rn <br />Lo <br />O <br />Z)z5; <br />0�< <br />Q <br />0 <br />Z <br />a —a <br />Q <br />= <br />WLLI <br />Litt <br />(� <br />m <br />r-I <br />O <br />z O M <br />LU <br />a <br /><�=) <br />Q <br />O <br />�. <br />0 <br />Uaz <br />gW0 <br />Z <br />Z <br />0U <br />0 <br />a. <br />W <br />01 <br />z <br />z <br />W <br />C) <br />O <br />o <br />LAST PLOT DATE <br />z <br />. 0 <br />J <br />FLOOR PLAN B <br />
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