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36569 Smithfield Ln
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Last modified
3/24/2025 2:51:55 PM
Creation date
2/19/2025 9:12:56 AM
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Building Plans
Street #
36569
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5567
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— - - I I 1 11 1 1 1-1— 11 1 __L —1 1 1 1 __ 11 1 1 1 - <br />B <br />S6 <br />i <br />S6 <br />A <br />S3 <br />8'-9 3/4" <br />SH25 <br />HID AT 7'-4" <br />EGRESS <br />30'-0" <br />13'-3 1/4" 7'-11" <br />00 <br />jl�3 1/2" <br />5068 SGID <br />Co <br />HB <br />BRIG <br />WALL <br />OWNER'S SUITE <br />13'-0" X 15'-11 <br />LIVING ROOM <br />8'-8" CLG <br />15'-2" X 16'-3" <br />BRIG <br />WALL <br />8'-8" CLG <br />9 <br />^GG <br />\�, �3 <br />zt <br />co <br />75/811 <br />3'-4 3/4" 51-6" 4'-6" <br />'-2" <br />7 5/8" I`� <br />__14- -_ <br />OTE' <br />PROVIDE 1/2" PLYWOOD <br />2-0" <br />DRAFT STOP IN FLOOR <br />L <br />TRUSS SYSTEM FOR A <br />CPT. <br />MAX. AREA OF 1000 S.F. <br />TILE TILE <br />(PER FBC R302.12) <br />DRAIN <br />00 2),6 KNEE <br />(0 KITCHEN <br />SHWR HD-- <br />& VALVE <br />00 A TOP") <br />N U_ I—W) <br />_-.7 9'-T X 14'-2 AT 3 1/2" <br />Uj C14 <br />< REF 8'-8" CL <br />6 A7 UJ 0 <br />W< BRIG <br />z Q_ WALL <br />YU) 1� <br />CAFE <br />OWNER'S <br />2868 BATH -RANGE W/ CN <br />81-611 X 141-211 <br />HOOD 0 <br />LO _j <br />^GG <br />8'-8" CLG <br />iz— <br />C14 <br />U)< <br />S3 <br />TB_ <br />TILE <br />TP CPT. <br />00 1 <br />(0 A7 <br />CID 04 <br />C:) <br />-1 <br />(N <br />C14 DW_ <br />PLUMB < <br />STACK A3 <br />9 <br />WA L- <br />�0 <br />U') <br />7 5/8tt - <br />-4 2 <br />3� 3/4" X-7 5'-8" .-loll 2'-2" <br />0 <br />4'-10" 3'-6'_ <br />7 5/8" <br />W.I.C. <br />TY <br />DRYER 00 OD <br />VENT (0 co <br />(0 <br />C14 C14 PANTRY <br />A7 <br />HANSEN zo <br />U) <br />PWDR <br />BOX--- <br />W/S AT /(G G� �2 LID <br />BATH <br />60" AFF 1\ �3 <br />6" WALL 00 <br />W F� <br />0 (0 <br />-A 00 - - <br />C CN L,�RG <br />2868 <br />- <br />S&R WALL <br />80 <br />20 MIN FIRE <br />4" INSULATED RATED DR c" <br />LINE OF <br />FLOOR rp <br />W/ WEATHER <br />ABV -- -_a <br />zo <br />C\1 <br />2) 2X4 <br />U.0 W/ <br />STRIP <br />22'x36' <br />PROTECTIVE I ATTIC <br />BOLLARD ACCESS <br />HTT4 AT <br />BTM & <br />P(S <br />S20 <br />4" INSULATED <br />AT TOP <br />BRIG. WALL <br />8 <br />TWO CAR GARAGE <br />42" H. <br />_U7 <br />19'-3" X 20'-0" <br />SLOPED <br />LOW <br />WALL <br />PT. <br />_05 <br />4 <br />`�iOyER <br />D ILE <br />C3) <br />S3 <br />C1 <br />C2 <br />LINE OF GARAGE IN <br />up <br />- - - - - - - - <br />I OPE"IOSTION <br />A <br />rkk//TIE BM <br />SH 1/2 <br />HD AT 7�f <br />M-,,/ AT 10'-0"' 00 <br />W <br />260 0 <br />-0 CM0 <br />00 <br />1/2" <br />TEMP. GLA�S <br />9 <br />6" <br />5'-4" <br />3'-8" <br />ENTRY <br />16070 V Ail <br />V f11 n 11 <br />16'-0" <br />20'-6" <br />FIRST FLOOR PLAN- ELEVATION A <br />1/411 = 1 1-011 <br />8'-6" 1 _0" <br />Ir 9'-6" <br />C I �1 <br />00 <br />Lo <br />�3 <br />A3 <br />NOTE: <br />SEE SHEET S-1 1, S-1 2 <br />`2382'FOR LINTEL <br />CALLOUTS & DETAILS <br />C? <br />60 <br />- N w <br />C <br />2 <br />0 <br />E <br />3 <br />A <br />T <br />E <br />8 <br />E <br />2, <br />LL <br />W <br />< <br />TIE BM <br />AT 10'-0" <br />bo <br />W <br />B <br />�6 <br />r 0 OTE: <br />ROVIDE R-1 1 F.G. <br />NSULATION IN <br />S <br />ALLS ADJACENT <br />0 <br />0 ATTIC SPACE <br />NOTE: <br />PROVIDE R-1 1 F.G. <br />INSULATION IN <br />EXTERIOR WALLS, <br />INCLUDING BEHIND <br />RIM JOIST IN <br />FLOOR ASSEMBLY <br />W <br />ZVI <br />NOTE: <br />1. SEE SHEET S-1 1, S/12 `2382'FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE I <br />301-01, <br />�TOP <br />T __—> <br />AT 18'-0" <br />C? _"V <br />80 20'-6 1/4" 9'-5 3/4" <br />0 <br />< SH25 <br />HID AT 7'-3" <br />z It EGRESS <br />co <br />C�' <br />60 <br />rn <br />CINI <br />M 1-- <br />U) < <br />ZD <br />C? <br />C14 <br />X 1-- <br />U) < <br />Co <br />LID <br />C14 <br />BEDROOM 3 <br />111-111, X 101-11" <br />8'-0" CLG <br />BEDROOM 4 <br />10'- 11 " X 13'-0" <br />8'-0" CLG <br />U) <br />9 <br />R&S <br />�� �416" <br />04 SH <br />J 3068 BF <br />0? <br />2668 <br />d <br />22"x36" <br />ATTIC <br />ACCESS <br />M <br />nm <br />00 06 <br />9 <br />00 <br />CID <br />(o <br />C14 <br />4" FRAME <br />WALL R & S <br />BEDROOM 5 <br />111-111, X 111-11" <br />8 -0" CLG <br />00 <br />R&S <br />&W11 <br />SH25 <br />AT 7'-3" <br />GRESS <br />M <br />S6 <br />�\�.Ty P. <br />ROOF <br />BELOW <br />2'- 10 1/8" 17'-0 1/4" <br />19'- 10 3/8" <br />30'-0" <br />BEDROOM 2 <br />111-111, X 101-11" <br />8'-0" CLG <br />2668 <br />(2) 2068 BF <br />UO) UO) FR & S <br />W A7 2668 )TB <br />BATH #2 <br />A7 <br />\8// <br />C RETURN <br />U NDE DOOR] <br />AHU <br />TP <br />c? <br />SECOND FLOOR PLAW ELEVATION A <br />1/411 = 11-011 <br />LO <br />CN <br />T_ <br />U) <br />5'-7" T_9" 2'-8"_ <br />-4" <br />LOFT <br />12'-0" X 16'-0" <br />8'-0" CLG <br />42" H. LOW <br />DN <br />WALL <br />DA <br />42" H. <br />SLOPED <br />LOW WALL- <br />0 ------- <br />TOPEN TO <br />BELOW <br />(67 <br />U5------ <br />74 <br />-4" FRAME <br />WALL <br />C2, <br />36" HIGH <br />8" FRAME <br />CONT. <br />WAL <br />RAILING <br />SH25 <br />HD AT T-T <br />5'-1 3/8" 5'-Q 1/4" <br />10'-1 5/8" <br />co <br />N <br />ME <br />I <br />.41 <br />L0 <br />8" <br />FRAME <br />WALL <br />3 <br />A3 <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 />WALLLEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />X� Y7 8" CMU W/ 1X3 PT FURRING STRIP <br />R4.1 HIGH PERM, 1/2" GYP <br />81, CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />Wif 112" GYP. <br />Ei = FILLED CELL W/(1) #5 VERTICAL <br />N = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/(2) #5 VERTICAL <br />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />1-1 STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: UNIT'2382 A' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVIN_G = 1120 SQ. FT. <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY 51 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2854 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-1 1 / R-1 3 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INS I ALL I3A1 I ELS Al LAVE) <br />GARAGE SEPARATION <br />R-1 1 / R-1 3 KRAFT FACED <br />(GARAGE / LIVING) <br />OCT 2 8 <br />V \,/ <br />Virtual Review Assist. Inc-.-'\ <br />Plans Review completed and approvea <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, 2.1112 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 DR <br />30.0 <br />1 -33.9 <br />30.0 <br />-33.9 <br />04 <br />04 <br />C) <br />C14 <br />LID <br />C) <br />00 <br />L0 <br />z <br />Lij <br />0 <br />z <br />V) <br />Q) L0 <br />0 0 <br />10 C J <br />CIO It <br />(y) (N <br />.4- m <br />0 �'- U <br />U <br />C <br />0 2 <br />0 �� Cc) < <br />< <br />V) <br />U 6� <br />U LL1 <br />(D <br />cc) <br />Lij <br />LU (D LLI <br />0 Ljj c6 W 0 <br />LUP W _j w2i'o <br />�- < W _j W z af <br />W 0 � y z <br />E _J<O�W<11002-'o <br />Of < <br />< <br /><85�-Ow 0OZ200I.-<-j�-- <br />D 0 * LL LL <br />a V) Of 0 R 0 0 anj <br />wu)z wu5ix <br />0 z � < <br />ZZ) <br />0 0 <br />U) 0 z <br />U)W a- W W I.-z LL W < 0 <br />_j(9(L>zy0z 011100 <br />_j < < 0 W W z <br />I-_ <br />LL <br /><0W I-_ <br />0 W D <br />LL < 0 < U_ <br />C:) <br />C:) <br />z (N <br />W <br />LD <br />> (1)0 <br />(D C:) <br />z <br />F_: c1r) C:) <br />< w (y) <br />M <br />_j <br />(/) <br />LL <br />:E C/) I <br />z <br />< W < Lq <br />F- 0� vo <br />O� T- <br />< <br />< oo <br />Z <br />z <br />W <br />W <br />0 <br />C) <br />(D <br />C14 <br />C) <br />(14 <br />r-L <br />04 <br />C) <br />C) <br />o6 <br />CY) <br />(D <br />00 <br />- <br />CD <br />N <br />C) <br />" <br />C) <br />N <br />C) <br />CD <br />1�1 <br />CD <br />CD <br />C� <br />a <br />C� <br />CD <br />C� <br />C) <br />NI <br />C) <br />N1 <br />M <br />" <br />CD <br />0 <br />W <br />CD <br />V <br />N <br />C) <br />M <br />00 <br />C) <br />C) <br />4 <br />C:) <br />C:) <br />7'_ <br />C�' <br />0 <br />Lo <br />W <br />> <br />CD <br />C) <br />C� <br />0 <br />C."i <br />C) <br />4 <br />(D <br />6 <br />CD <br />(6 <br />CD <br />,Lao <br />I <br />00u) <br />Z <br />zo <br />C) <br />W <br />0 W U) <br />W r 5: <br />C) <br />0 <br />C7) <br />1.- <br />< <br />0 CL <br />V) <br />0 <br />Uf W <br />a- T_ <br />W 1-- <br />0 <br />Z <br />W I.- <br />::) <br />< <br />F_ <br />7 <br />W <br />C0 0 Z <br />I.-_ X Z <br />(D <br />0 <br />z <br />r*-4 <br />00 <br />< W 0 <br />2i z W <br />Z Z U <br />OC) <br />W rN4 <br />0 <br />< < ` <br />J2z <br />W <br />c:5 <br />< <br />a- >- <br />U) Z U) <br />z <br />z <br />i<O <br />Neo <br />z <br />0 <br />:� <br />0 <br />0 <br />z <br />A2 <br />z <br />z <br />W <br />I <br />04 <br />C14 <br />(y) <br />0 <br />LAST PLOT DATE <br />> <br />Jul. 21, 22 <br />40 <br />Z <br />1 ST & 2ND FLOOR <br />PLAN A <br />
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