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6622 Back Forty Loop
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6622 Back Forty Loop
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Last modified
3/24/2025 2:05:18 PM
Creation date
2/27/2025 11:25:06 AM
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Building Plans
Street #
6622
Location
Back Forty Loop
Contractor
Lennar Homes
Building Plans - Permit #
Unknown
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30'-0" <br />13'-3" <br />'n 3 1/2" <br />Iti <br />5068 SGD <br />20- M (2)2X8 HDR — y <br />HB C <br />'d BRG <br />WALL <br />FAMILY ROOM <br />16'-3" X 15'-2" <br />8'-8" CLG <br />0 <br />c0 (V <br />N <br />N <br />7 5/8" <br />IT <br />N ~ <br />O <br />7 5/8" <br />u� <br />9 <br />47 <br />N <br />o � <br />io <br />O <br />00 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS &DETAILS <br />�bo <br />m00 <br />W F. <br />1— ¢ <br />TIE BM <br />IF AT 10'-0" <br />260 <br />m00 <br />W <br />F- Q <br />11'-1" <br />SH25 <br />HD AT 7'-4" <br />EGRESS <br />5'-8" <br />BRIG OWNER'S SUITE <br />WALL 13'-011 X 15 -11 11 <br />8'-8" CLG <br />14'-2" L A 4'-6" <br />NOTE: <br />PROVIDE 1/2" PLYWOOD 1 -2 <br />DRAFT STOP IN FLOOR 2 _p <br />TRUSS SYSTEM FOR A 2X8 V1 <br />MAX. AREA OF 1000 S.F. <br />(PER FBC R302.12) <br />----TILE -- <br />- 2X6 KN I'�11rCHEla <br />WALL oP 9'-7" X 14'-2" <br />AT 3 1/2" '-8" CLG REF <br />u N BRG <br />II WALL <br />Ili <br />RANGE W/ <br />CAFE " Ii �� II O HOOD O <br />8'-6" X 14'-2" v F_ <br />8'-8" CLG "' -° O <br />1 N DW 2 A7 1 <br />A3FSYX�'� <br />---- <br />ALL <br />5'-6" L 3'-4 3/4" L 7 5/8" <br />0 000 <br />(0 <br />00 <br />N <br />LU 5 A7 o" <br />Y� <br />OWNER'S ''{— <br />BATH 2868 <br />3'-6" 10" <br />4'-10" <br />2'-2" <br />2'-10" 5'-8" <br />1'-11" 3'-7" L 3'-4 3/4" <br />C <br />I <br />W.I.C. <br />IWO <br />ILIT <br />HANSEN <br />e <br />N <br />coo <br />N4 <br />;A7 <br />11 <br />BOX <br />PANTRY <br />9 <br />I <br />CO <br />DRYER <br />I <br />PWDR <br />- = <br />VENT <br />I <br />(n <br />BATH <br />W F� <br />gg <br />0 AFF <br />6" WALL <br />I-U <br />BRG <br />(000----� <br />WALL <br />N D <br />S & R <br />-�2868 <br />— <br />AT <br />`LINE _0 F N <br />20 MIN FIRE 4' N <br />E/H <br />FLOOR <br />DR 4" INSULATED <br />AB <br />W/TWEATHERWALL <br />STRIP <br />r 22"x36" <br />2X4 <br />r <br />B.U.0 W/ <br />— HTT4 AT <br />( ATTIC I PROTECTIVE <br />BTM & <br />L ACCESS BOLLARD <br />&S20 <br />9 AT TOP <br />4" INSULATED <br />-- -- 8 <br />T <br />BRG. WALL <br />--1 -- 7 42" H. ti <br />SOUPED <br />TWO CAR GARAGE <br />5 WALL <br />PT <br />cc <br />S3 19'-3" X 20'-0" — <br />TILE <br />-- — FOYER <br />7 -7I <br />D <br />3 2 N 1 <br />S3 <br />� I <br />in <br />I UP <br />LINE OF GARAGE N <br />j <br />i-----------Ci PEFIF5b3Tzg-- <br />I <br />I TIE B71 M <br />�I I AT 10'-0" <br />TSH�2 34 <br />HD AT 7'-4" <br />ca <br />_ <br />TEMP. GLASS <br />M <br />m 5 <br />LU <br />1'4" <br />4'-3" <br />3'-11" <br />I 16070 <br />_____ ENTRY <br />9 -6"-C-5'-4' <br />-------------------- <br />8'-6" 2'-3" 16-0" L 2'-3" <br />9'-6" 20'-6" <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /4" = 1 1-0" <br />DRAIN <br />SHWR HD <br />& VALVE <br />7 5/8" <br />HB <br />0 <br />60 <br />in <br />1. SEE SHEET S-11, S/12'2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /4" = 1'-011 <br />: R-11 F.G. <br />ION IN <br />,DJACENT <br />SPACE <br />: R-11 F.G. <br />ION IN <br />1R WALLS, <br />413 BEHIND <br />TIN <br />,SSEMBLY <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 />R 4.1 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 />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: UNIT'2382 A' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ, FT, <br />TOTAL LIVING SQ FT = 2389 SO. FT. <br />ENTRY = 51 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2854 3Q. FT. <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 />JUL 2 1 2023 <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 />INTERIOR <br />END <br />AREA (ft)2 <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 />M <br />N <br />N <br />in <br />in <br />0 <br />U- <br />z <br />W <br />X <br />In <br />z <br />¢ <br />W <br />L > C) R V <br />� o mr' 6 <br />NMM } <br />N <br />0u a <br />Q�- <br />M <br />r <br />1.. <br />T�1 <br />` <br />1= ` = O <br />} u 8 <br />•� p li S Q <br />0 4 <br />�N <br />U w YLN <br />W <br />` p Ec' m <br />W <br />J W <br />X Y Z LLIY Z <br />0g co <br />E0 <br />Q <U <br />I- <br />O?�LLUOO <br />Wo_jNLL,oZ_jo_j <br />�Q,� <br />OwHo0=o0mZ=Z <br />�aQ <br />p p <br />6->V5wWFV5LLIxa0W_jLuz0MWz0WU0aOzQ <br />� oaLL OW 9I—� <br />OQ 0 <0E— <br />a <br />LL <br />O <br />Z 04 <br />O� <br />F- M O <br />Q M L0 <br />z <br />M <br />oo <br />< <br />Z V <br />W <br />W <br />JO <br />0 <br />0 <br />0 <br />ti <br />4 <br />4 <br />r <br />O <br />N <br />O <br />N <br />O <br />0 <br />0 <br />0 <br />o <br />00 <br />ai <br />� <br />�- <br />O <br />O <br />N <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />M <br />N <br />c <br />00000 <br />N'^ <br />�i , <br />�o000000 <br />�— <br />N <br />M <br />tr7 <br />(0 <br />I` <br />Cr <br />00 U) <br />z z <br />O <br />O� <br />0wV) <br />Uj <br />� <br />Uo� <br />F— <br />o <br />O a <br />z <br />CL wl=--Q <br />Q <br />Z�FX <br />W=)Q <br />=mzz <br />l V <br />_I� <br />rvuJ <br />pJ <br />Z raj' <br />>- <br />ro>"<z0 <br />a.zzLL <br />(.0W <br />N <br />0 <br />a.2 <br />NLU <br />Q <br />Z <br />zz <br />Soo <br />Z <br />~ao <br />U <br />g <br />OU <br />o <br />z <br />Z <br />J <br />LU <br />O <br />0 <br />Q <br />LAST PLOT DATE <br />May. 9, 23 <br />z 0 <br />1ST & 2ND FLOOR <br />J <br />PLAN A <br />
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