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36508 Smithfield Ln
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36508 Smithfield Ln
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Last modified
3/4/2025 12:07:21 AM
Creation date
2/19/2025 9:10:53 AM
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Building Plans
Street #
36508
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5965
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30'-0" <br />OVERALL <br />1 U-6" 7'-3" 12'-3" <br />VIE 13'-0 1/2" 6'-0" 6 10'-11 1/2" <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT 14 <br />HOLD DOWN <br />:31/2Z" <br />H B o o ih w <br />trl- un AT i Wall � M � <br />I�►�i�i�w�i�i�:'��c�?��i�i�� <br />��' <br />I ; ; �.���♦�����!,i.�i.l <br />% 1 11�����♦�♦wy��=�i�i�i����i�i��!�i�i�i�i�i�i� <br />`i <br />DP SH�• <br />CO <br />LO <br />►� <br />LINE <br />GREAT ROOM <br />IRS <br />� <br />8'-8" CLG <br />KITCHEN <br />2x6 KNEE <br />1WALLTOP <br />_ <br />rr <br />l <br />�1 <br />DISPOSER <br />♦' <br />t <br />�♦; <br />' <br />_ <br />'' <br />�•, <br />LINE <br />!IID <br />D COLUMN <br />DINING BEARING <br />►:� <br />WALL <br />►, <br />_A <br />'►>, <br />►� <br />��� <br />�1 �� — <br />. �� Ids'i`PdP�9SL5'Ji4L5S'JAY'd�'�4'dPd�'d.°i.A1L4'�5'QJ�194'd�5'i'�'Pdi'i'i'i'Pdi'P�'i54'diL'iS'P�'�64'�4'h'�'�'�14'a949'Pi'ddJ�'iLWi'i'Ai4S'�'PAd� <br />� � 1'1Jdd'�''h�'9S''�P'''S1S'''JddJ'L1''�•. <br />� <br />�j ' <br />• <br />•INSULATED <br />1 MIN FIRE <br />•, <br />• <br />'•) <br />..••- <br />4"; <br />1 <br />• <br />BEARING <br />BOLLARDTECTIVE <br />WALL <br />/BEARING <br />A. <br />/TWO <br />CAR GARAGE�♦ <br />►�I��� <br />LOW <br />WALL <br />- <br />- <br />;► <br />LINE <br />- <br />LINE•-�GE <br />• <br />_ <br />POSITION <br />•. <br />• <br />—SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />�• <br />CONNECTIONS <br />: <br />AT 6" <br />TEMPEREDHID <br />' <br />_� <br />.1 1 <br />- <br />►:� <br />[1'-4" <br />LINE <br />FLOOR <br />B v <br />A.1 <br />4" 8'-8" <br />-4" <br />.0 <br />1 1 <br />1 1 <br />-7 5/8" <br />;7 5/8" <br />;7 5/8" <br />z <br />w <br />2 m <br />R <br />OVERALL <br />1 FIRST FLOOR PLAN ELEVATION A <br />1/411= 11-011 <br />Co <br />m60 <br />w� <br />_¢ <br />TIE BM <br />AT 8'-8" <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 SQUARE 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 />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UNO <br />p = FILLED CELL W/(1) #5 VERTICAL <br />�j = 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 />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <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 />54 <br />GARAGE <br />401 <br />TOTAL SQ FT 2672 <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 BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />MAR 2 5 200 <br />\/V\ <br />Virtual Review Assist, Inc. <br />Plans Review completed and aour <br />for compliance with the 2020 FBC 7th Editior <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 D <br />30.0 <br />1 -33.9 <br />30.0 <br />-33.9 <br />N <br />N <br />O <br />N <br />n k, ��L� <br />`` - eta �t <br />La <br />ti <br />t3. <br />00 <br />¢ <br />z <br />W <br />O <br />o <br />z <br />(^n` <br />(D uO - <br />1 <br />W L U <br />C) M N d <br />V) <br />E -E r (D <br />` �o <br />o 0 <br />0. 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