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36539 Smithfield Ln
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36539 Smithfield Ln
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Last modified
3/25/2025 10:28:16 AM
Creation date
2/27/2025 1:10:00 PM
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Building Plans
Street #
36539
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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30'-0" <br />13'-9" 6'-4" <br />SH 25 <br />HD AT 6'-8" <br />EGRESS LM <br />05068 SGD <br />QU 2868 U � / H.B. <br />1 <br />i <br />Q / <br />-n <br />N / <br />OWNER'S SUITE _ N / <br />15'-8" X 1 V-11" °D / <br />8'-0" CLG / <br />o / <br />o x / GREAT ROOM <br />14'-4" X 12'-6" <br />Al <br />VAULTED <br />VAULTED <br />6-0 5/8" T-9 1/2" 6'-3" L/ 12'-7 5/8" <br />2868 NjccNol <br />— — 2.5/12 VAULT. <br />q O. BATH r I CLG <br />N 8'-0" CLG <br />f-jTP <br />W.I.0 I <br />-0" CLG - <br />TB 36" x 60" I U) <br />SHOWER Ids o <br />PANDRAIN - DINING 10'-0" X 12'-6" MSHW HD io& VALVE VAULTED M ZD <br />(= J&SNk <br />= <br />u_ <br />I oan: Co <br />CO <br />4'-2 5/8" T-3 1/2" I N N <br />v u_ <br />M w I06 <br />u? CDI ds M <br />O M <br />in N I 0 <br />BEDROOM #3 N I _ z <br />11'-1" X 10'-1" 'v I run)O . <br />8-0 CLG o N � N _ <br />N <br />C <br />3?� <br />N O <br />C <br />w <br />0? <br />ow <br />1 V-6 1 /8" `�' <br />2'-3 1/2' <br />2668 <br />2668 7-31/2" 6 T-9 3/8" <br />10'-3 1 /8" - <br />DO <br />0o to <br />ZO <br />CV <br />Q W <br />" <br />8'-0" C LG <br />M <br />=ow <br />668 <br />BEDROOM #2 <br />9'-10" X 11'-1" <br />8'-0" CLG <br />Z N <br />= (0 M Z O I <br />0 ----� <br />KITCHEN <br />12'-6" X 13'-6" <br />VAULTED <br />2.5/12 <br />CLG <br />iv 2,-0„ 4'-6, <br />co T-11 1/2" 1. 4'-5 1 /4" <br />I®— <br />II�I�I <br />��;•.,.aarrr,•r,•,•,❖,ar.•,aa.•r,❖.•,as,•r.•serror,•,•r,•,•a•.a•,•r,❖.•,•ratr,•,•ras:rm,rr.•,•s•,ar.❖;�.•s•.•,rarras �a•.a•,❖.❖caaa.•,•a•,•ryas❖r.•raavr.•rvars•,•rrrarr,❖r,� — I!I <br />- •INSULATE <br />�• BOLLARD WALL C) CLG <br />.sip -PLATFORM <br />S3 20 MIN. RATED bo� <br />.� ATTIC 1CCES ti LAUNY <br />I, FOYER <br />• / • :i or <br />� SHELVESIN <br />III <br />LAUNDRY AT <br />1 ' <br />HANSEN <br />BOX Awn <br />�• DRYER <br />VENT <br />1 �, <br />FRAME WALL <br />LINE OF GARAGE IN <br />►� �� <br />OPEN -O�� <br />PORCH <br />16070 <br />1'-8" L 16'-0" L 1'-8" L 2'-0" 6'-8" L 2'-0" <br />19'-4" 1 10'-8" <br />30'-0" <br />FLOOR PLAN (ELEV B <br />1 /4" = 1 1 <br />-011 <br />0 <br />(V <br />N <br />CV <br />N <br />a <br />00 <br />ir) <br />0 <br />tV <br />1 <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 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 />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 />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 />V"'R/ OCT 2 8 2022 <br />virtual Review Assist, Inc. plans Review completed and approved. on <br />for compliance with the 2020 FBC 71h <br />by Debra Anne Klahr PU300 <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 />y <br />04 <br />04 <br />00 <br />Y <br />OD <br />r <br />� <br />E' <br />w —� <br />00 <br />O <br />d <br />w <br />0 <br />z <br />Q <br />/N <br />> 0 ^ o <br />W N. 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