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Last modified
3/21/2025 1:18:10 AM
Creation date
2/19/2025 10:08:40 AM
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Building Plans
Street #
6363
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6612
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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 />A7 <br />30'-0" <br />10'-0" 14'-8" 5'-4" 30'-0" <br />LINE OF ROOF TOP <br />ABOVE SEE SHEET S-11,12N 873' OTE:AT 18'-0" <br />FOR LINTEL CALLOUTS & <br />CONC. PAD DETAILS A7 27'-1 1/4" 2'-10 3/4" O bo <br />3 1/2" _ DRAIN SH 25 ~ <br />1'-0" 1'-0" o � SHWR HD HD AT 7'-3" ¢ <br />KI/N HD H 35 7'-4" ti HB & VALVE EGRESS <br />5068 SGD / R & S (4) 16" <br />1 — — DP SH <br />1 wILL <br />r <br />2668 OWNER'S BATH MASTER SUITE <br />DINING ROOM I 5'-8 7/8" 5'-4" ��rO U 14'-7" X 12'-8" to <br />FAMILY ROOM - 8'-0" CLG N <br />12-0 X 9'-5" 17'-11" X 13'-3" 1 `'r 4 <br />8'-8" CLG 8'-8" CLG 1 I FLR <br />LINE A7 <br />B I 5 <br />7 5/8" '-4 3/4" V-11" T-1" 6'-9" 4„1 5'-11" 3'-8" 4'-8" 7 5/8" S6 TB io <br />_ U) I W.I.C. <br />g 6" PLUMBING ��" - 06 I O O <br />2X4 KNEE <br />STACK WALL M TB <br />S6 cN WALL, TOP I WATER <br />AT 34 1/2" 1 `r� — — S & R — CLO ET v N <br />11 <br />REF TILE II CARPET1 N R& S TP N iv <br />II q N <br />� -' <br />-------1 N� <br />I I = <br />KITCHEN 1 0 �� BEDROOM #2 <br />14'-1" X 9'-6" <br />Dwl = 10'-11" X 10'-01, LOFT <br />-' <br />SINK Wt 8'-0" CLG <br />3 DISPOSAL 8'-8" CLG 1 14'-7" X 9'-1" a, �`�' <br />1 AHU 8'-0" CLG ID <br />J 2 A7 2068 1= f _ � / A/C RETURN �p <br />¢ q J / UNDER DOOR = <br />S6 1 OOD/ RANGE U 1 `\1 S6 C? U <br />IV C9 N w <br />PANTRY _ r, ~ - <br />4 16" I °' � `' m o w Nz-1 <br />2( c0 Jac4N - - _o /�� SH N 1 0 ® 2'-10 3/8" 2'-10 1/2" 3'-4" 1" 1" �,-Z'j,4'-10" A3 T-8" 4'-11 5/8" MI.4 IN <br />PDWR R w 4" 2668 W/S AT <br />N 8'-8" CLG Q �6,6 1'-3 1/2" " 60" AFF A <br />VV/H 4 INSULATED <br />BRG WALL — — — — = — — 22' x36" <br />D �20 MIN FIRE 1 UTILITY DN <br />PROTECTIVEa ATTICµµ 16 <br />BOLLARD RATED DOOR — W 2868 -- - 42" H. M 8" <br />S3 C3 W/ WEATHER STRIP — P LINE OF WALL CCESS J 6„ L -- -14 WOW FALL RAME <br />BATH #2 w <br />S3 —FLOOR----13 „LO <br />4" INSULATED ABB/�\ Q A7 8 D ---- 42 H. <br />BRIG WALL N / A7 \ U HANSEN 1 SLOPED <br />42 H. TP 2668 BOX ---- LOW <br />^CC 11 LOW TB 11 WALL <br />S3-----10 SLWALDL DR NT ----10 iv <br />R & S — — 2668 VENT <br />TWO CAR GARAGE ----- 9 C° 3 ---- N N <br />R& S <br />20'-0" X 20'-1" 8 ~ 6" HIGH A3 1 6 — — — — ---- 7 OPEN TO-)A3 n <br />CONT. ____ BELOW <br />6 FOYER RAILING C° <br />6 36" H. N <br />D ----- N ---- CONT <br />S3 ----- 4 DP SH ---- RAILING <br />CARPET <br />LIN_EOFGARAGEIN———————— — — — — —— TILE <br />OPEN POSTION 3 2 1 1 BEDROOM #3 3 2 1 00 <br />00 <br />l UP 1080' CLG 01 C° <br />SH1/2 3q BEDROOM #4 M <br />7 _ A M 9'-10" X 9'-11" <br />S6 8'-0" CLG <br />I - <br />` 1 31/2' TYP, SH1/ 34 0 <br />1 00 _ HD AT 7'-3" LO <br />c0 8„ <br />ao CS, <br />M " <br />2'-9" 41-9" ih FRAME <br />HB„ <br />16070 SOFFITABV 1-2„ o ALL <br />----------J <br />SH <br />00 ENTRY H AT T-3\ / SH 25 4" <br />♦ HD AT T-3" FRAME <br />8'-8" X 4'-4" EGRESS EGRESS WALL <br />2'-8" 16'-0" 2'-8" T-8" 1 -0 5'-4 3/4" 10'4" 5'-7 1/4" 4'4" 4'4" <br />21'-4" 8'-8" 21'-4" 8'-8" <br />30'-0" 40 30'-0" <br />bo <br />m00 <br />9 TIE BM 1h 9 <br />A7 AT 8 -8 A7 <br />56 <br />00 m <br />w <br />i= Q <br />1 FIRST FLOOR PLAN A 2 SECOND FLOOR PLAN A <br />1/4 -1-0 1/41111-011 <br />T - <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 />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />R4.1 HIGH PERM 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 />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 />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 />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 EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />JUN 2 7 202 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Editiorq <br />by Debra Anne Klahr PX2309 <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 />� <br />co <br />N <br />O <br />F_FO <br />W <br />Ln <br />w <br />LID <br />2 ; <br />¢ <br />< <br />ROW- z <br />w <br />w <br />0 <br />z <br />V) N LO Z, <br />0 C, U <br />o <br />s 2 <br />9 <br />o' <br />.Nt w0- <br />Q N <br />V <br />nn11 00 <br />7W L O w N <br />V C3 rL D <br />/C <br />LLI <br />Hwy ('J W <br />°� v� w0� <br />WHQ it2� XQ zof Z <br />RU2� QO Q� a{�iU0��0 <br />L.L U <br />Q F- <br />?�0 ZOf ,12z22°HQ~ <br />o�, 0Zo�oomZ= <br />C1 O O <br />(n L Z <br />�OaLIJ a�zYOZzLLoa0 a <br />¢0Lu g M--260MU°¢ <br />0 11�Q 0 =5 a Z�¢ <br />O <br />LL �¢LL <br />a <br />O <br />0 <br />fV <br />O� <br />Ln <br />> U <br />` <br />U <br />C:) C:)C) <br />M C:)Q <br />M � <br />LL <br />Q W <br />Cj <br />Q <br />Q <br />Q 00 <br />Z <br />Z <br />W <br />zo <br />N <br />0 <br />co <br />0 <br />co <br />0 <br />N <br />IN <br />CD <br />Co <br />� <br />d <br />r� <br />0 <br />o <br />io <br />0 <br />0 <br />O <br />;o <br />00 <br />M <br />� <br />�- <br />O <br />O <br />N <br />o <br />IN <br />O <br />N <br />O <br />N <br />O <br />N <br />C)N <br />N <br />I <br />N <br />6 <br />O <br />'.O <br />O <br />00 <br />O <br />N <br />A <br />O <br />� <br />O <br />O <br />O <br />o <br />G <br />O <br />O <br />c- <br />O <br />r <br />N <br />O <br />C) <br />o <br />N <br />Lo <br />` <br />O <br />N <br />,O <br />C10 <br />O <br />IT <br />O <br />LO <br />O <br />CDI <br />. <br />L <br />I <br />Cr <br />M <br />V) <br />Z Z <br />O <br />W <br />owv) <br />LU <br />O <br />O <br />2¢ <br />a. <br />0a..=Q <br />z <br />z�µl— <br />=m0Z <br />Z <br />v / <br />Z j J <br />>� <br />Q <br />2LU <br />T"4 <br />n <br />Z Z <br />LU I� <br />O-j2z <br />O <br />00 <br />U�ZU) <br />z T11 <br />�¢o <br />� <br />Z <br />g <br />U <br />O <br />O <br />W <br />� <br />Z <br />z <br />w <br />WIN <br />NLAST <br />PLOT DATE <br />May. 8, 23 <br />1ST & 2ND FLOOR <br />J <br />PLAN A <br />
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