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36591 Smithfield Ln
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36591 Smithfield Ln
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Last modified
3/21/2025 11:02:24 AM
Creation date
2/19/2025 9:14:24 AM
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Building Plans
Street #
36591
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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30'-0" <br />8'-9 3/4" <br />13'-3 1 /4" <br />T-11 " <br />SH25 D HD AT T-4" co <br />S3 —I'V-31/2" LO <br />EGRESS <br />5068 SGD <br />286 �,__ - <br />00 <br />M <br />O <br />_ B <br />BRG <br />WALL <br />S6 <br />OWNER'S SUITE <br />13'-0" X 15-11" <br />LIVING ROOM <br />8'-8" CLG <br />15'-2" X 16'-3" <br />BRG <br />WALL <br />8'-8" CLG <br />0 <br />J <br />^GG <br />S6 <br />S3 <br />7 5/8" <br />3'-4 3/4" 5'-6" 4'-6" <br />14'-2" <br />1 -2 <br />NOTE: <br />PROVIDE 1/2" PLYWOOD <br />13 <br />2'-0" <br />DRAFT STOP IN FLOOR <br />X8 WAIL <br />TRUSS SYSTEM FOR A <br />CPT. <br />MAX. AREA OF 1000 S.F. <br />TILE <br />TILE <br />(PER FBC R302.12) <br />DRAIN <br />0 <br />Oo <br />/W <br />& VALVE <br />��������� 1 ■CAFE <br />- <br />,.• ■ STACK <br />.. <br />PLUMB <br />�� WALL <br />` <br />■ 1 <br />DRYER <br />VENT <br />TILITY 00 <br />m <br />00 <br />C <br />4 0" A7 ` <br />N PANTRY <br />d <br />HANSEN <br />D <br />zo <br />PWDF <br />BOX <br />W/S AT <br />GG <br />iO <br />BATH <br />6" WALL <br />60" AFF 00 <br />S3 <br />J a <br />1 <br />1 <br />----J <br />9 N <br />RG <br />~U <br />2868 <br />S & R <br />WALL <br />— <br />— — — <br />13 <br />—�- <br />N <br />W/H 4" INSULATED 20 MIN FIRE <br />RATED DR <br />- <br />°D <br />`N <br />LINE OF <br />FLOOR <br />P <br />13 <br />WALL W/ WEATHER <br />ABV <br />STRIP <br />r22"x36' <br />(3 ) 2X4 <br />I ATTIC <br />B.U.0 W/ <br />� <br />PROTECTIVE <br />BOLLARD L ACCESS <br />j <br />HTT4 AT <br />BTM & <br />- <br />— — — <br />S <br />1 1-- <br />d <br />4" INSULATED <br />MTS20 <br />AT TOP <br />BRG. WALL <br />9 <br />T <br />TWO CAR GARAGE <br />42" H. <br />7 1 <br />-- -- <br />19'-3" X 20'-0" <br />SLOPED <br />6 <br />CC <br />S3 <br />LOW <br />WALL <br />-- <br />-- <br />5 <br />1.0 <br />PT. <br />4 <br />1 <br />D <br />ILE <br />FOYER <br />- -- <br />S3 <br />1 <br />2 <br />3 <br />I <br />a <br />— — — — — — — — — — — — <br />— <br />�' <br />I <br />U P <br />1 <br />I------- <br />1 <br />� <br />1 <br />t <br />r< <br />I <br />TIE BM <br />I ( <br />d <br />d <br />AT 10'-0" <br />ao <br />SH 1/2 35 <br />HB <br />I �zo <br />m Co <br />W <br />i= Q <br />16070 <br />2'-3" J, 16'-0" <br />20'-6" <br />30'-0" <br />4] <br />7 5/8" <br />v <br />N <br />M <br />� HD AT 7'-0" <br />3 1/2" I TEMP. GLAS o <br />0 <br />3'-11" 1'- " <br />ENTR 13 <br />X , 13 0 <br />2'-3" I_ 4'-4" <br />FIRST FLOOR PLAN- ELEVATION B <br />1 /411 = 1'-0" <br />0 <br />60 <br />Ln <br />A3 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />1'-4" 2'-6" 1'-4" '2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />15; zo <br />00 m <br />W <br />F Q <br />TIE BM TIE BM <br />AT 1 0'-O"q AT 10'-0" <br />m00 <br />W <br />H Q <br />OTE: <br />ROVIDE <br />NSULATI( <br />ALLS AC <br />O ATTIC <br />NOTE: <br />PROVIDE F <br />INSULATIO <br />EXTERIOR <br />INCLUDING <br />RIM JOIST <br />FLOOR AS,' <br />NOTE- <br />1. SEE SHEET S-11, S/12'2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />SECOND FLOOR PLAN- ELEVATION B <br />1 /411 = 1'-0" <br />, . ,--fi < f ___ __� _ I k �_ ,. <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 <br />SIZES 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 />ALL ANGLED WALLS TO BE 45° UNLESS NOTED <br />OTHERWISE <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.) = 56" A.F.F. <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 <br />CABINET A.F.F. <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 />= 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: UNIT'2382 B' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ. FT. <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 30 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2833 SQ. FT. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 />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 BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OCT 2 8 20Z2 <br />Virtual Review Assist, Inc. <br />Plans Review completed and appr <br />for compliance with the 2020 FBC 7th <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 />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />N <br />04 <br />"ti <br />LO <br />Q <br />o 00 <br />LO <br />M <br />a <br />„ <br />W <br />r % C.,. <br />0 <br />W <br />z <br />a <br />(n N Ln n F <br />> 0 ^ o <br />W L .L '40.0 u <br />}'� 7 <br />U � U P <br />ch <br />w• L L M <br />W O 2 o <br />rnrn o <br />V! •� O u- o Q <br />.� LU Q� <br />U <br />n, N c <br />W L 00 E� <br />70 C) � 11 m <br />,—moo. a <br />W W W <br />0 u uj LLI 0 <br />2 <br />LuOX2J�~z0' z <br />2JWO00<u UJO <br />Q Q <br />0z20C,F xF— Ocn9ZOOE000zQ <br />ZO <br />z <br />_ <br />J <br />j - 0L 0 <br />WOggQ0 <br />LuC20a�a <br />OQ 70 oQZgga <br />a ,L <br />l� <br />O <br />O <br />Z W <br />O F_ <br />0 F- M O <br />Q U) M LO <br />�U)�ti <br />W 0- <br />W ('M <br />z00 <br />U <br />W <br />W <br />J <br />O <br />N <br />N <br />0 <br />N <br />ti <br />N <br />0 <br />0 <br />aD <br />O <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />0 <br />N <br />0 <br />N <br />N <br />O <br />L6 <br />o0 <br />A <br />r <br />6 <br />00 <br />CD <br />c <br />4 <br />C) <br />C) <br />0) <br />C)r <br />o <br />o <br />1 <br />0 <br />(o <br />0 <br />0 <br />NLo <br />; <br />C:) <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />00 <br />VJ <br />Z z <br />O <br />owa) <br />U�Ro <br />Q <br />LO <br />—0 <br />V1 <br />z <br />W F— � <br />WSW <br />4r. <br />=MOZ <br />I- <br />(DU�W <br />Z <br />N <br />z <br />>-2z� <br />y00 <br />(' l <br />�ZZI_ <br />pp <br />w (V <br />O_j2z <br />C:)< <br />U�Zz <br />z <br />�QO <br />Z <br />U <br />Oo <br />M� <br />W <br />� <br />a <br />z <br />A2 <br />W <br />J <br />04 <br />No <br />W <br />> <br />LAST PLOT DATE <br />o <br />Jul. 21, 22 <br />Z <br />O <br />1 ST & 2ND FLOOR <br />J <br />PLAN B <br />
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