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36485 Smithfield Ln
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Last modified
3/3/2025 6:27:20 PM
Creation date
2/19/2025 9:09:54 AM
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Building Plans
Street #
36485
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5929
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I 11 <br />NOTE: <br />SEE SHEET S-11,12 '1873' <br />FOR LINTEL CALLOUTS & <br />DETAILS <br />30'-0" <br />9'-10" 15'-6" <br />LINE OF ROOF <br />ABOVE <br />9 <br />A7 CONC. PAD <br />00 <br />3 1/2" <br />SH 35 0 1'-0" 1'-0" <br />H B '� H D AT 7'-4" `14 <br />i 5068 SGD <br />i <br />i <br />00 FAMILY ROOM DINING ROOM <br />"' 17'-11" X 13'-3" 12 -0 X 911 <br />-5 <br />8'-8" CLG 8'-8" CLG <br />7 5/8" 4'-8" 3'-8" 5'-11" 4" 6'-9" 3'-1" 1'-11" 2'-4 3/4" 7 5/8" <br />i <br />2X4 KNEE Q 6" PLUMBING <br />WALL, TOP N STACK WALL <br />AT 34 1/2" <br />i PET <br />iv n s TILE REF <br />LO <br />o c ° <br />xo _ KITCHEN <br />_ 14'-1" X 9'-6" IDW I <br />8'-8" CLG SINK W/ <br />DISPOSAL 3 <br />� w <br />A7 2 <br />NOTE: <br />PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, <br />INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY <br />PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />1. SEE SHEET S-11 , S12'1873' FOR LINTEL <br />CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S <br />UNLESS NOTED OTHERWISE <br />9 <br />A7 <br />30'-0" <br />TOP <br />AT 18'-0" <br />a_ <br />09 2'-10 3/4" I 27'-1 1/4" <br />�-ED <br />Q SH 25 UKHIIV LINE OF <br />OOF <br />HD AT 7'-3" I SHWR HD BE OW <br />EGRESS & VALVE <br />N i Ej�4�)l R&S <br />DP <br />" I I I <br />o <br />w <br />h, 668 OWNER'S BATH 2668 <br />Ln U �_ 5'-4" 5'- 7/8" <br />N I 6 <br />A7 FLR I <br />OWNER'S SUITE o 0 LINE <br />14'-7" X 12'-8" N TB <br />8'-0" CLG <br />W.I.C.m <br />B Q Q <br />U) <br />I� <br />S6 WATER < Cl) <br />iv I CL SET S & R <br />_ <br />co N <br />N N— <br />(2) 2068 BF R& S N <br />o <br />Q <br />2068 <br />J <br />N <br />v <br />HOOD/ RANG 1 <br />S6 <br />CO <br />M <br />•°. <br />PANTRY <br />N <br />coo <br />N <br />4)) 16" <br />c <br />o <br />v <br />v <br />w �PDWR R <br />0- U' 8'-8" CLG <br />iv <br />4" INSULATED <br />W/H <br />i <br />20 MIN FIRE BRIG WALL PROTECTIVE <br />p <br />_ <br />— — — <br />RATED DOOR BOLLARD <br />W/ WEATHER STRIP <br />S3 <br />LO <br />LINE OF <br />— <br />AS3 <br />N <br />FLOOR <br />— <br />ABV 4" INSULATED <br />BRIG WALL <br />42" H. - <br />LOW 11 <br />- CC <br />SLOPED <br />WALL <br />3 <br />9------ TWO CAR GARAGE <br />ti 8 20'-1" X 20'-0" <br />A3 <br />36" HIGH7 <br />CONT. ------ <br />RAILING FOYER 6 <br />----- p <br />5 <br />------ S3 <br />RPET <br />4 <br />TILE ------ OF GARAGE IN <br />_ _ _ _ _ _ _LINE <br />1 2 i 3 OPEN POST ON <br />N I I <br />� <br />I I <br />H 1/234\ <br />3 /2" H AT 7 -4 <br />c <br />I M T MP.GLAS <br />M <br />2'-9" <br />16070 <br />---------� __ <br />ENTRY -7 <br />8'-8" X 4'-4" i LINE OF <br />STRUCTURE ABOVE <br />T 4" 2'-8" 16-0" 2'-8" <br />21'-4" <br />TT <br />30'-0" <br />mzo <br />w� <br />TIE BM <br />AT 8'-8" <br />mao <br />w <br />HQ <br />9 <br />A7 <br />FIRST FLOOR PLAN - ELEVATION B <br />N <br />� <br />LOFT <br />14'-7" X 9'-1" <br />L <br />8'-0" CLG <br />AHU <br />Q <br />A/C RETURN <br />S4 <br />UNDER DOOR <br />j <br />ih <br />N � <br />� <br />I <br />(] <br />1 <br />`Y6V, <br />9 <br />= <br />4� M <br />4'-11 5/8" 3'-8" <br />A3 4'-10" 1'-2" 2'-11" <br />11" <br />3'-4" <br />W/S AT <br />A <br />60" AFF <br />6" <br />DN <br />_ <br />F 22"x36" <br />UTILITY <br />D <br />2868 <br />ATTIC <br />FRAME <br />N <br />LOW <br />15 <br />6 WALL <br />� <br />ACCESS <br />— — — <br />WALL <br />WALL <br />14 <br />--- <br />0 <br />P: <br />w' <br />13 <br />8 <br />A7 <br />U <br />Q <br />42" H <br />---- <br />~ <br />SLOPED <br />1 <br />W <br />DRYER <br />U <br />N <br />LOW_ <br />WALL <br />11 <br />0 <br />VENT <br />2668 <br />10 <br />HANSEN <br />----- <br />BOX <br />2668 <br />----- <br />R & S <br />3-- <br />A3 <br />7 <br />Ll <br />166) 8 <br />BELOW <br />---- <br />(22068 BF <br />N <br />36" H. <br />6 <br />ao <br />CONT <br />5 ---- <br />CO <br />1 T'RAILING <br />�4 12"SH N <br />4 <br />0 <br />112i <br />I3 <br />00 <br />l <br />i <br />in <br />BEDROOM #4 <br />9'-10" X 9'-11" <br />M <br />8'-0" CLG <br />S6 <br />Co <br />SH 1 f2 34 <br />TYP. <br />HD AT <br />T-3" <br />8" <br />FRAM <br />BEDROOM #2 <br />10'-11" X 10'-0" <br />8'-0" CLG - <br />1' m <br />NtiU) <br />W <br />ow <br />2'-10 1/2" 1, 2'-10 3/8" <br />V-3 1/2" 4` <br />WALL <br />BATH #2 <br />A7 <br />TB_TP,_ <br />II R&S <br />(2) 2068 BF <br />BEDROOM #3 <br />10'-0" X 11'-1" <br />8'-0" CLG <br />B WALL' / \ <br />-- -- / 1 <br />FRAME HD AT 7'-2" SH 25\ <br />WALL EGRESS EGRESS <br />4'-4" 4'-4" 5'-2 3/4" 10'-8 1/2" 5'-4 3/4" <br />21'-4" <br />30'-0" <br />(17 <br />SECOND FLOOR PLAN - ELEVATION B <br />' 1 /411 _ 11-011 / 1 /411 _ 11-011 <br />v <br />0 <br />N <br />J <br />S6 <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 RIND 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 />R 4.1 HIGH PERM, 1/2" GYP <br />8" C M U <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />BEARING WALL 2X4 16" O.C. <br />W/ 1/2" GYP. <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />® = 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 />❑ STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />❑A <br />16 AT 7 9/16" <br />16 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />780 <br />SECOND FLOOR LIVING <br />1090 <br />TOTAL LIVING SQ FT 1870 <br />ENTRY <br />38 <br />GARAGE <br />443 <br />TOTAL SQ FT 2351 <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 SAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />MAR 25 a23 <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 />GARAGE DR <br />30.0 <br />-33.9 <br />30.0 1 <br />-33.9 <br />N <br />O <br />ILD <br />LO <br />ram: • 1 l , I <br />>N �� �y <br />:� ` cC ' <br />W <br />W <br />0 <br />z <br />Q <br />0 o <br />> <br />W L NO � <br />H 00 c') <br />} <br />V) V �_ d M <br />E O 2 <br />g.� O L8 m Q <br />i LU iZ N <br />o EM 02 <br />a 4 <br />W <br />W <br />ow vd w0H <br />�H xg-, WYZW z <br />w <br />W <br />Q U <br />Lu0 �¢O¢�¢LLVe <br />?ax-jZXLLOZ200�_ <br />O O <br />nWW*0z'tR00°mZz <br />Oa�v�ww�NLL�¢Ox� <br />U)0Z <br />a�wO�FMZ�W�2VOQ <br />,e II ¢ <br />OQ O�¢LL <br />LL 0 <br />O <br />O <br />OW <br />to = <br />,>V)Q <br />O � N <br />a <br />� Zn LL <br />z <br />~ a a � <br />} <br />< < co <br />Z V I— <br />Z <br />W <br />Jo <br />dam' <br />N <br />N <br />0 <br />(V <br />0 <br />N <br />0 <br />O <br />00 <br />M <br />CO0000000- <br />e— <br />r <br />e— <br />04 <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />N <br />O <br />O <br />N <br />O <br />N <br />N <br />O <br />N <br />C6 <br />N <br />C6 <br />O <br />' <br />— <br />e— <br />00 <br />O <br />H <br />M <br />O <br />00 <br />4 <br />o <br />0 <br />6 <br />0 <br />c6 <br />0 <br />O <br />O <br />N <br />o <br />CD <br />c <br />0 <br />N� <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />L <br />M <br />() <br />z z <br />z O <br />vV <br />�o <br />w wv� <br />O� <br />Q <br />Q <br />Ha=� <br />Z <br />Z(LM <br />I—mpz <br />J <br />z LU <br />J <br />5.MZ <br />W <br />z z <br />00 <br />W <br />Og2z <br />O <br />2 00 <br />Va-zU) <br />Z 1--1 <br />Q O <br />• - <br />Z <br />U <br />U <br />� <br />0 <br />O <br />M� <br />W <br />� <br />z <br />A2 <br />z <br />J <br />LU <br />M <br />o <br />V_ <br />LAST PLOT DATE <br />Dec. 15, 22 <br />Z <br />O <br />1ST & 2ND FLOOR <br />j <br />PLAN B <br />
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