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36495 Smithfield Ln
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36495 Smithfield Ln
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Last modified
3/3/2025 10:51:51 PM
Creation date
2/19/2025 9:10:30 AM
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Building Plans
Street #
36495
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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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 />LINO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. LINO <br />p = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />S = FILLED CELL W/(2) #5 VERTICAL <br />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: ELEV A <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1448 <br />TOTAL LIVING SQ FT 1448 <br />ENTRY <br />19 <br />GARAGE <br />387 <br />TOTAL SQ FT 1854 <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 0 4 2023 <br />I <br />Virtual Review Assist, Inc. / <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <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 D <br />30.0 <br />-33.9 <br />30.0 <br />11 <br />N <br />N <br />O <br />N <br />00 <br />N <br />U) <br />00 <br />00 <br />__. <br />0 <br />G s' <br />0 <br />z <br />a <br />> 0 N 0 <br />W <br />M 00 - <br />-0 0- <br />(� W - <br />C -- = M <br />o 2 S <br />.N W it <br />iQN <br />o F� m <br />CL <br />ow (6 OE <br />W�- W J W2,0 <br />�U-o <br />Q( <br />IY F- <br />Q <br />QoX �rmU000 <br />J� <br />5oaz�-oz�°aJQ- Ocn'a OoomoomZ <br />z <br />U <br />000 <br />Zo> <br />LL0 <br />-in-zYOzW0 <br />a <br />LL <br />WOrZ <br />022W< D E,a z <br />W a o F- <br />O <br />O <br />Z W <br />OF- <br />U) 5 ti <br />z <br />(V) O <br /><U)—.1 <br />U) <br />LL <br />z <br />< W < U? <br />F—WaM <br />00 <br />Z U F- <br />WZ <br />JC:) <br />O <br />1 <br />I <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />I <br />€ <br />1 <br />I <br />1 <br />I <br />I <br />o <br />N <br />o <br />(V <br />N <br />00 <br />C <br />N <br />� <br />N <br />M <br />N <br />� <br />O <br />o� <br />0 <br />_ <br />O <br />o <br />i <br />O <br />N <br />^ , <br />�:♦ <br />w <br />> <br />o <br />.- <br />04 <br />N <br />o <br />ri <br />A <br />1 <br />I <br />I <br />co <br />zZ <br />U0- <br />Qz <br />C)w <br />-� <br />0 <br />W <br />C)U0� <br />c00 <br />0 <br />0 <br />0Zj <br />Oro <br />-0 <br />Q <br />O <br />Z <br />F- <br />a —a <br />wQ <br />rl <br />ZO= <br />CDW �o <br />0 <br />0 <br />zrro <br />Q <br />U <br />gzLL <br />LL <br />z <br />U)z <br />U) <br />U <br />< <br />0 <br />0 <br />z <br />z <br />z <br />W <br />04 <br />�� <br />o <br />N <br />O <br />LAST PLOT DATE <br />November 28, 2022 <br />Z <br />0 <br />J <br />FLOOR PLAN A <br />
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