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36503 Smithfield Ln
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36503 Smithfield Ln
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Last modified
3/21/2025 4:18:51 AM
Creation date
2/27/2025 1:09:07 PM
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Building Plans
Street #
36503
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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30'-0" <br />5VERALL <br />T-01' & <br />T-41' <br />10'-11 1/2" 6'-0" <br />IT-0 1/2" <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT <br />HOLD DOWN <br />3 1/2" <br />00 <br />00 M <br />U) <br />00 <br />Ln <br />SH 25 <br />00 HB <br />Lo <br />J <br />C� <br />HID AT 6'-8' <br />Wl <br />I <br />(4) 16" <br />bo <br />DP SH <br />LO <br />REF <br />010 <br />ANTRY M <br />'t <br />7 5/8" <br />2'-4 1/8" L?-'-1 3/8"L"t <br />6-6';r'��_, <br />17'-9 1/4" <br />068 <br />KITCHEN 00 <br />LO <br />8'-8" CLG '�_'—FLR FIN C? <br />LINE <br />GREAT ROOM <br />13'-9" X 17'-10" <br />8'-8" CLG <br />2x6 KNEE <br />WALL TOP <br />@ 34j' <br />0 <br />uj 0 <br />C) <br />Co <br />0 0 CY) <br />z :r -1 <br />SINK W/ <br />CD <br />DISPOSER <br />C14 <br />04 <br />(2) 2X6 <br />Q/S4 <br />HEADER- <br />7 5/8" <br />04 <br />00 <br />FLR FIN LO <br />LINE C� <br />7 5/8"- 6-9 1/2" 16 12'-2 7/8" Cl) 6-3 7/8" 31-4 1/2" 7 5/8" <br />W LO <br />>_ z <br />of Lu <br />> 00 (4) STUD COLUMN <br />CD < <br />u_ 00 <br />u_ <br />z < <br />W <br />U) [ zo BEARING <br />z X _I <br />< 0 WALL (TYP) DINING _j <br />0 11'- 11 " X 6'-6" _j <br />Co -1 9 < <br />1 8'-8" CLG X <br />ED At, Uj <br />'-,—UTILITY RM > <br />CD \ <br />OD -8" <br />r C14 8' CLG 0 <br />(2) 2X6 -04 <br />_j Q/S4 -3 <br />< D <br />SH INSULATED HEADER— I <br />F-p <br />WALL W ^4 <br />4" '--20 MIN FIRE zt In- <br />cr) 0 <br />RATED DOOR W/ CD i TP <br />Cl) <br />WEAT <br />HER STRIP NO <br />�3 <br />PROTECTIVE INSULATED BEARING <br />BOLLARD WALL (TYP)-' <br />BEARING C14 <br />WALL-'Z <br />'f oCC I I <br />TWO CAR GARAGE <br />1100 1 <br />8'-8" CLG <br />36" H <br />lei <br />LOW <br />1011100 <br />1 <br />WAL <br />WAL <br />1100 1 <br />lei <br />04 <br />10 <br />R <br />WWII <br />LINE <br />LINE OF GARAGE <br />JIIT(�PI�N <br />36" H <br />POSITION <br />FOYER <br />CONT <br />5--1 1 " X T-7"' <br />A I L <br />8'-8" CLG <br />-§,'R <br />SEE DETAIL D/S3 FOR <br />P05 <br />FRAME WALL TO CMU <br />CONNECTIONS <br />OF <br />�Q <br />03"* <br />16070 <br />---------- <br />zo <br />00 LINE OF <br />W �1'4' FLOOR ABV 16'-0" <br />P: � <br />TIE BM <br />AT 8'-8" 20'-0" <br />30'-0" <br />6VERALL <br />2'-8" T-8 3/8" �1'4' � T-O" �1 <br />T7 5/8" 101-01, <br />FIRST FLOOR PLAN (ELEVATION B <br />1/411 = 1 1-011 <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 MANUFACTUREIR'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 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />13 = 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 />JAI <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />1 <br />I <br />I <br />I <br />--- <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />930 <br />SECOND FLOOR LIVING <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />26 <br />GARAGE <br />401 <br />TOTAL SQ FT 2644 <br />UAo n A )n.)% <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 DR <br />30.0 <br />-33.9 <br />30.0 <br />33.9 <br />Cq <br />a <br />cq <br />% <br />C14 <br />LO <br />CD <br />00 <br />49 <br />LO <br />0 <br />< <br />W <br />U, <br />0 <br />Q, <br />?L <br />W <br />z <br />(1) L0 <br />> 0 cc -1, <br />C) M <br />V) CV) co <br />4- <br />in <br />j. <br />D U <br />U -0 0 <br />C: <br />E = <br />-0 -C <br />< <br />10 Q) < <br />V) <br />U LU " C <br />70 <br />00 E �2 05 <br />0 00 <br />C) 0. <br />- <br />W LU <br />LU <br />0 Ld W <br />LU �_ LU U), W 2 0 0 <br />< z <br />X 02 < < < LL L) 0 <br />0 cr <br />X z <br />0 _j <br />< <br />0 <br />=) - _j U) i: co <br />CY X _j W 0 z 2 0 <br />U) 0 1 0z LOL X 0 0 z <br />W <br />LL <br />z <br />0 <br />U) 0 <br />0 <br />z <br />Lu ED V5-ujWV5MW<::) <br />0- �e z <br />a 1 8 z w 0 P z 1 0 L' <br />< Lu Lu Z <br />� rn <br />M <br />0 a. <br />Q IL <br />LL <br />< 0 ED <br />Lu z < <br />0 X �e < of <br />< <br />LL < 0 LL <br />g <br />C) <br />0 <br />z <br />W <br />9 1- <br />U—) J <br />> U) 0 <br />(0 0 <br />F_: co p <br />wC0 I,*- <br />U� <br />_j <br />U) <br />LL <br />U) <br />I. <br />I** - <br />z <br />Li <If Lo <br />CY) <br />00 <br />< < <br />Z <br />z <br />W <br />W <br />_j 0 <br />0 <br />Mj <br />(0 <br />C) <br />0 <br />C)l <br />C) <br />CIO <br />I,- <br />C) <br />a <br />C'4 <br />—0 <br />Cq <br />C) <br />z <br />C' <br />C) <br />o <br />%I <br />LO <br />Lu <br />CD <br />0 <br />q�T <br />C� <br />C-i <br />4 <br />Ui <br />Cr <br />CO <br />w <br />Z F- <br /><z <br />W <br />C) <br />W <br />zz <br />M-0 <br />0 <br />OW <br />000 <br />— <br />()(-)U) <br />Lr) <br />-0 <br />- <br />F <br />0 <br />::) z 5; <br />OLU- <br />O�_o <br />'t. <br />< <br />z <br />W!=< <br />CL <br />'W � 2 <br />F— <br />W < <br />W <br />T__1 <br />W r <br />MT-W <br />2 <br />r"41 <br />�- F- <br />(**.4 <br />0=)O <br />ZOM <br />W <br />00 <br />0 <br />zjX0 <br />C:) <br />< <br />:5ujx <br />Z LL <br />z <br />z <br />LI) < <br />32 <br />z <br />X <br />F_ <br />0 <br />0 <br />:� <br />.0 <br />z <br />A2 <br />z <br />z <br />W <br />wc) <br />_j <br />> <br />LAST PLOT DATE <br />z <br />. 0 <br />4-1 <br />0 <br />1 ST FLOOR PLAN B <br />
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