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36560 Smithfield Ln
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36560 Smithfield Ln
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Last modified
3/24/2025 2:44:49 PM
Creation date
2/27/2025 1:10:21 PM
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Building Plans
Street #
36560
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5362
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30'-0" <br />OVERALL <br />8'-5 5/8" <br />12'-6 3/8" <br />9'-0" <br />30'-0" <br />00 <br />lot <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />2'-10" <br />24'-4" <br />2'-10" <br />(2)2X6 HEADER <br />09 <br />FOR AC UNIT <br />HOLD DOWN <br />SEE M/S6 - TYP. <br />" <br />3 1/2" <br />SH 25 <br />r <br />- <br />SH 25 <br />WINDOWS <br />SH 25 <br />HD AT 6'-8" <br />a <br />D AT <br />7'-3' <br />_ <br />HD AT 7'-3" <br />HBt HB4EGRESS <br />EGRESS <br />L°—n0 <br />n <br />ti <br />v <br />EGRESS <br />— <br />5068 SGD <br />1 <br />1 <br />4" <br />13'-0" <br />I <br />'-3 3/4" <br />I <br />'-3 <br />3/4" <br />1 V-8 1/2" 4" <br />_ <br />M <br />I <br />1 m <br />BEDROOM #2 <br />10'-0" X 12'-4" <br />GREAT ROOM <br />0O <br />I ' <br />�'co <br />i <br />8'-8" CLG <br />- <br />12'-7" X 15'-11" <br />N <br />o <br />BEDROOM #3 <br />°° <br />I` <br />8'-8" CLG <br />- <br />BEDROOM #4 <br />v <br />1 <br />1 N <br />10'-3" X 11'-8" <br />N <br />12'-9" X 11'-11" <br />N <br />�, <br />8'-0 CLG <br />0 <br />0 <br />0 <br />8'-0" CLG <br />e— <br />CV <br />CO <br />7 5/8" <br />10" <br />5'-0" 6'-10 1/2" 16'-0 1 /4" <br />7 5/8" <br />13'-0" <br />11 1/2" <br />T-8" 16. <br />5'-7 1/2" 6 6'-1 " <br />N <br />2x8 <br />HEADER <br />6" WALL <br />_ <br />2668 <br />N <br />2668 <br />SEE Q/S <br />(3) STUD <br />o <br />E LOUWN <br />(2) 2068 BF BELOW <br />N <br />LO <br />?6, <br />�6 TP <br />((4 2" <br />ti6� —N <br />R & S <br />`� <br />es <br />_ <br />BATH #2 e8 <br />"' <br />`� <br />o <br />8'-0" CLG <br />W.I.C. 1 <br />in <br />"WALL <br />2' 6� 3'-7" <br />04 <br />n <br />9'-2 1 /4" 11 <br />12'-10 5/8" <br />u_ i <br />N <br />C <br />2X4KNEE <br />c°po <br />T B <br />WALL, TOP <br />v 1 <br />AT 34 1/2" <br />`" <br />- <br />N <br />KITCHEN <br /><_ <br />128?8' i <br />— — <br />BEDROOM #5 R& S <br />Q <br />N <br />W DRYER <br />,• <br />CLG i <br />1187o <br />HANSE ENT <br />BATH <br />v <br />— w a i <br />o O <br />DINING ROOM <br />�,� <br />Nti W <br />C9'GO" 2" DP 4 S <br />() <br />BOX <br />8Bs <br />x a I Q <br />15-11" X 17'-9 <br />IY <br />Q00 <br />_ <br />cn <br />z cn O <br />8'-8" CLG <br />2�68 <br />TP 0 <br />❑ p <br />RANGE 00 <br />= w <br />N <br />�ATTIC <br />`� <br />`L�� LAUNDRY <br />QO <br />pl <br />W/ HOOD I I <br />r <br />o <br />LACCESS J <br />TB <br />60 <br />— <br />IN I <br />U Q <br />0___ j L_ <br />= <br />LOFT <br />= <br />N <br />,.1'-T <br />�� <br />10'-1" X 15'-5" <br />Lo r <br />o <br />a��f N <br />J <br />��0 <br />8'-0" CLG <br />N <br />q LNn <br />" WALL o <br />5/8" <br />v <br />M <br />o o <br />MLO <br />00 <br />cz Q <br />7 5/8" <br />2'-3 1 /2" �blb7 <br />8'-8 1/2" ih <br />rjz_3 <br />,� <br />w <br />u' >5'-3 <br />3/4" <br />7/8 <br />6 -3 1 /2 <br />3 -4 1 /2 <br />O <br />10'-3 1/2" 3'-8" <br />T-4" 4'-8 1/2" <br />7'-4" <br />PANTRY <br />N <br />PLUMBING <br />1 <br />- <br />(V <br />�� <br />1 <br />REF 6'-7" i� <br />WALL <br />N <br />- <br />36 LOW <br />B.U.C. <br />A3 <br />C?11'-4" <br />BEDROOM #6 1 <br />q <br />WALL A3 <br />4 16" <br />N <br />X 1 V-0" <br />o <br />RAIN <br />2668 <br />U <br />8'-0" CLG 1 <br />- <br />DN <br />N �` w <br />m 1 <br />N <br />SHOWER <br />W.=F-� <br />N <br />---- --❑w <br />- o 1 as <br />r <br />�' <br />HEAD & -- - <br />VALVE- <br />W/H <br />4" INSULATED <br />3 <br />= <br />"I 1 <br />16 <br />BRG WALL <br />S3 <br />-- -- <br />A3 <br />PROTECTIVE <br />�3) STUD <br />---- -- <br />1 <br />row <br />1 C <br />OLUMN BELOW <br />M -------- <br />�'b <br />_ _ _ <br />BOLLARD <br />20 MIN FIRE <br /><M <br />13 <br />--- <br />7 1/2" <br />RATED DOOR W/ 00 ---- -- 0 <br />V-5 1 /2" <br />1 <br />WEATHER STRIP <br />FOYER <br />-- - <br />N <br />4" <br />1V-8" <br />1'-8" <br />4'-2 1/2" <br />3'-11" 1 <br />Q <br />(2) 2x8 8'-8" CLG - - - - <br />�0�6 <br />2'-1 3/8' <br />Q S DER SEE o <br />_ <br />9 _ <br />TWO CAR GARAGE <br />rl-_ <br />T <br />9 <br />18'-9 X 20-0 <br />--- - <br />- <br />--- <br />4" INSULATED U') <br />$ <br />8 <br />BRIG WALL `- <br />7-- - - <br />-1 <br />6" WALL 7 =-- <br />N <br />Co <br />-6--- <br />- <br />0= <br />; <br />CP <br />N� <br />� <br />O. BATH 6 --- <br />CC <br />5 <br />8'-0" CLG 0 5 <br />o <br />N <br />S3 <br />--- - <br />OWNERS SUITE <br />• - -- <br />4 <br />p <br />17'-0" X 13'-0" <br />4 <br />T <br />--- - <br />3 <br />°r' <br />8'-0" CLG <br />i <br />W.I.C. <br />3 <br />�IN�� GARAGE IN— — <br />— <br />1;2 <br />` <br />OPEN POSTION <br />I <br />I <br />`,�6' <br />1 <br />1 <br />-1 A i <br />iv <br />CO T <br />0o Fo U I <br />1 .= <br />i <br />Ln RAILING <br />I <br />I <br />1 C? <br />TPM <br />1 <br />1 <br />\ <br />(2)2X6 HEADER <br />1 <br />1 <br />SEE M/S6 - TYP.— <br />I <br />1 <br />I^ <br />R <br />1 <br />a <br />SH 1/2 34 8" EXT <br />3 1/2" <br />H 1/2 I <br />WINDOWS <br />1 <br />1 <br />HD AT 7'-3" FRAME <br />1 <br />TIE BEAM TIE BEAM <br />D AT 6'-ei I�� <br />HU28-2 <br />1 <br />WALL <br />1 <br />AT 8'-8" AT 8'-8' 1 <br />m <br />0 T <br />MP.GLA�S <br />_ <br />00 <br />� <br />Co <br />2-PLY BUC W/ (2) <br />1 <br />1 <br />1 <br />HB <br />1 <br />1 <br />ENTRY <br />2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />1 <br />1 <br />16070 <br />i III <br />H Q <br />MSTA36 STRAPS <br />TO FLOOR <br />TO FLOOR <br />— <br />— — — — <br />— — <br />TIE BEAM <br />TRUSS BELOW <br />- <br />�r <br />TRUSS BELOW <br />' <br />J <br />SH 1/2 34 <br />SH 25 SH 25 <br />HD AT - <br />- <br />LINE OF STRUCTURE <br />16" X 16" X 20" <br />HD AT 7'-3" HD AT 7'-3" <br />A.F.F. CMU BASE W/ <br />EGRESS <br />ABOVE <br />(4) #5 VERT. TYP OF (2) <br />(2) 2X8 TOP <br />16'-0" 3'-4" <br />5'-8" <br />2'-4 1'-4" <br />8'-8" W/ (2) MSTA24 <br />6'-10" 6'-10" <br />3'-2" <br />3'-2" <br />2'-8" <br />7'-4" <br />13'-8" <br />6'-4" <br />10'-0" <br />co 18'-8" 1'-4" 10'-0" TO POST <br />p <br />m <br />j <br />00 ao <br />w ~ <br />6X6 PRESSURE <br />~ <br />Q <br />TOP <br />CANTILEVER <br />-40 <br />H Q <br />30'-0" <br />TREATED WOOD POST <br />30'-0" <br />AT 18'-0 <br />TIE BEAM,W/ PAU66 TO CONIC <br />AT 8'-8" <br />(2) 2X8 TOP <br />8'-8" W/ (2) MST'A24 <br />TO POST EACH END <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-0„ <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /4„ = 1'-011 <br />v <br />N <br />w <br />N <br />CV <br />8" EXT <br />FRAME <br />WALL <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 2X4 STUD W/ 1/2" GYP. <br />LINO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UNO <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 />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />17 AT 7 3/32" <br />15 AT 10" <br />1 <br />10'-0 3/4" <br />TREADS WITH 1" NOSING <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1110 <br />SECOND FLOOR LIVING <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />60 <br />GARAGE <br />403 <br />TOTAL SQ FT 3043 <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 2022 <br />Virtual Review Assist, Inc - <br />Plans Review completed and appr Zed <br />for compliance with the 2020 f8C 7th Edition <br />by Debra Anne Klahr PX2j09 <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 />IF <br />N <br />N <br />O <br />00 <br />Go <br />OCv • <br />LO <br />000 <br />.•, <br />�.: I� .Aw <br />w <br />O <br />w <br />❑ <br />z <br />Q <br />W <br />> `0 q U <br />p MCV) 0 d <br />to <br />-0 -0 70 M <br />O � <br />� <br />0 <br />•�,� <br />w <br />ci --� C <br />o <br />�O°ate <br />sV. � .m <br />w <br />w <br />Ow H W J W� �O O <br />Lu <br />WojM_ O���u.U0LL 0 <br />Q <br />U <br />OQZZQ_ <br />owwof 10-woomo <br />WU5OfcrO <br />z < <br />=} <br />ZWaWCA <br />lDnO <br />WWw�O <br />QOW <br />J <br />�O�QpQzZWd <br />QLL <br />Z5Yz <br />F_F- Qaa <br />oW � X <br />LL Q O LL <br />i <br />O <br />O <br />Z W <br />>I;na <br />wM <br />J <br />�O <br />L0 <br />2 LLW <br />Lo <br />F- 11 CL <br />M <br />Z U <br />W <br />z� <br />Wo <br />J C:) <br />d' <br />i <br />I <br />I <br />O <br />o <br />f` <br />0 <br />0 <br />M <br />0 <br />M <br />0 <br />e-- <br />O <br />ID <br />ID <br />C <br />C)� <br />O <br />N <br />C) <br />N <br />O <br />1 <br />z <br />O <br />N <br />LO> <br />W <br />o <br />� <br />0 <br />N <br />0 <br />� <br />0 <br />ITL0 <br />o <br />I <br />I <br />i <br />LO <br />a z <br />O <br />zw <br />+�-+ <br />M 0 <br />W <br />V <br />woo <br />vN <br />Lo <br />� <br />0 <br />❑zj <br />Or❑ <br />�— <br />z <br />F- <br />as —a <br />Q <br />Ln <br />0 <br />W <br />�Fw <br />O <br />N <br />W <br />Zo= <br />■ <br />�C:) <br />W <br />Q <br />O <br />U:5 <br />Qf-❑ <br />ZWO <br />z <br />LL <br />�z <br />. <br />Z <br />F- <br />U <br />po12- <br />W <br />z <br />z <br />W <br />J <br />0 <br />p <br />LAST PLOT DATE <br />o <br />• . <br />Z0 <br />August 8, 2022 <br />1 ST & 2ND FLOOR <br />PLAN A <br />
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