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6794 Back Forty Lp
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Last modified
3/21/2025 2:49:40 AM
Creation date
2/19/2025 10:28:03 AM
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Building Plans
Street #
6794
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
5970
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60 <br />KITCHEN <br />o t�Ci ro0 <br />KITCHEN <br />26-0" <br />13'-0" 12'-011 <br />1'4' r. 11'-8" S-9" 8'-3" <br />1'-4"X1'-4" "L" <br />AC PAD <br />SHAPE CMU <br />HB <br />t U t <br />COLUMN <br />(/ <br />35-SH <br />� <br />I +I <br />_---------------------- <br />o _ <br />I <br />N - - <br />IN- <br />v <br />� I <br />-- - <br />MIRROR T =_ MIRROR N I <br />_ ■ � II I I <br />❑� <br />- <br />0 0 <br />eo o eo 0 0 <br />w <br />1 � bN I I 3 � I z� I <br />-. ,_ Q <br />�= FAMILY <br />' - - `� Ir <br />- rl� <br />_ F _ <br />co ❑ ■ 8'-8" FLAT CLG. 0o n I ■ <br />= CARPET 1 p� <br />N - eo AI3, " <br />T -a' 'fir-2 2'411" <br />O. BATH BATHROOM 2 rTc <br />J <br />�t,Jl <br />8'-8" FLAT CLG. <br />TYP. @ 2 TILE -01 `1 1 = <br />Cn <br />STORY. SEE FLOOR G.T. <br />INTERIOR DETAILS r -REF_ a - <br />STEMWALL - - - 16 <br />c�t � I ee - - 15 _- <br />SCALE: 1/4" = 1'-0" <br />to o 5'-74" <br />DINING STUDS#w/ (3) 16d ■ 12 - <br />■ 8'-8" FLAT CLG. NAILS @ BASE S3 11 -- <br />CARPET o0 <br />zo TYP 10 <br />= 42" H 1/2 WALL 3'_3 4'-24' 9 -- <br />� OR RAILING PER <br />LO 8 <br />N M FLOOR G.T. SPECS 7 <br />-------- (3)2x4#2SPF - - - _ --- <br />STUDS wl (3) 16d ~ 6 <br />NAILS @ BASE _ X p <br />NVEXTERIOR WALL <br />c%> O W/ 2x4 WALL <br />U_ 11 2 3 4 5 PAD OUT <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION - - _- - _ -- <br />f CD VARIES, 2" LESS THAN 42"HUPPER 8PW D R CH GG - W. I HANSON BOX @ <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS o O 0 8 AR <br />CABINETS f 2SPF - - I 36" A.F.F. <br />_, I 406 <br />CABINETS DOUBLE CABINETS STUDS W/ HTT16 68 36"HUPPER ■ -- <br />MIRROR <br />x TILE rtiDRYER VTE <br />3 <br />SHWR. SHWR. 30"HUPPER AT BASE - <br />CURTAIN HEAD RODS 16" FOR LINEN CABINETS Tip <br />�`-� ❑ Z OVERHANGS THAT F OY E R PE <br />VARIES / ROD 12" FOR PANTRY 0 <br />/ za° TOWEL BAR a _ LAU N la PLUMBING LINE <br />SINGLE EXCEED 12" MAY � - Q <br />TOWEL BAR IN ROD 8'-8" FLAT CLG - ' 8'-8" FLAT CLG. D. I TO SECOND <br />TOILET w REQUIRE A SUPPORT 36' H BASE TI LE ___ o S4 TILE FLOOR <br />> / ON WALL ABOVE ~ FINISHED CABINETS 7 r777777, r r r <br />TUB OR SHWR. ¢ <br />9 TOWEL BAR - o. p - <br />O BRACKET <br />ON BATHROOM WALL = o COUNTER TOP FD - WIRE SHELF <br />MEDICINE ( _ SHWR. O 30" H BASE o - O - SW H1 +54" A.F.F. @ <br />CABINET TOILET VALVES = o CABINETS o op o0 71 23 - <br />PAPER p SOAP LL 6' 4 6_ 4 4'-0 7 4 <br />r HOLDER o DISH U a 1'-2" r W'H' W tY <br />Y F q q 0 2x - _ 0" 1 T-10" - F 0 <br />y-� y EDGE OF SLAB 2" 35 --- 205 <br />v O Q o 4 o v F M `r � FRAMING o 0 o N BUILDER TO w Z J <br />�' ' C) 1!z" GYP cv ° iyv v PROVIDE APPLIANCE <br />ih N rus BOARD BEYOND WALL D1 1= m <br />PROTECTION WHEN Q <br />FIN. FLR. rw FrR. FIN. FLR. I NOTE: FINISHED WALLS REQUIRED PER FBC w p t= U <br />oM TO BE FLUSH. FIELD J eo <br />BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING - I -- VERIFY. G_T. 8'-8" CLG. A.F.F. -- 60 <br />1= --- ----- - - ---------- <br />00 v I C7 I 8'-0" CLG. A.F.F. <br />BLOCKING AND MOUNTING DETAILS I 154"x22'- - Zw <br />ENTRY I <br />8'-0" FLAT CLG. AF IATTIC _- I Q a o <br />SCALE: 1/4" = 1'-0" - - - - LA - - - - - - - O Q o0 2 <br />- - GARAGE <br />�U <br />T 8'-0" CLG. A.F.F. <br />1'-4"X1'-4" ,L o0 L w <br />Lu <br />SHAPE CMU oi TYP. @ SINGLE > NI j <br />COLUMN 11'4' 4'4" STORY <br />(SEE AA/S3 FOR rA <br />STEM OPT.) S3 <br />r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- o 00 <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I JKI TYP@S4GARAGE Ho ------------- ------------------------- <br />I I 16070 OVERHEAD DOOR I I <br />5-8" <br />r1l <br />19'-4" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />A❑ <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />❑D <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />G❑ <br />SN SHEET �H SEE SN SHEET <br />140 MPH <br />a <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 2' X 25 z <br />S.H. <br />13 <br />20X38 <br />181X37a <br />S.H. <br />14 <br />20X50g <br />182'X50 <br />S.H. <br />15 <br />20X63 <br />1821X622 <br />S.H. <br />16 <br />20X72 <br />182X712' <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1113 <br />271/4X38g <br />26x374 <br />S.H. <br />1 H4 <br />27 a X 50 s <br />26 x 50 <br />S.H. <br />1 H5 <br />271 X 63 <br />26 X 62 1/2 <br />S.H. <br />1116 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 'X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 a <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 s <br />36 1 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 � X 62 1/2 <br />S.H. <br />26 <br />37 3 X 72 <br />361 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2' X 25 � <br />S.H. <br />33 <br />54 X 383, <br />52 z X 37 4 <br />S.H. <br />34 <br />54 X 50 s <br />52 ' X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 z X 621 <br />S.H. <br />36 <br />54 X 72 <br />522' X 711 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />It From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />It From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />It Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic , crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. @ 8'-0" A.F.F. <br />ommmmommmmom TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <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 />FIRST FLOOR PLAN -B <br />e+`13 <br />N <br />0 <br />c�a <br />o <br />N <br />7 W <br />C A C-) <br />Cy <br />._�mx <br />u. a <br />N M a <br />'N .'= t <br />N <br />a� <br />a s <br />o _ a <br />0)C2 <br />s cr `3 m <br />io as aj r+ <br />A <br />7 GL' ?+ <br />U, <br />c <br />A a <br />\� �. <br />r........ <br />• <br />v � <br />t <br /><) <br />F L O ' `��•� <br />40'• <br />E StOt•tP�',�,�\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />�1 <br />W11- E <br />0,WQ O <br />O IN C 'D tr <br />c O N N <br />d7 5 Lo . , �q <br />N O LL <br />('M V 25 <br />_J z LL <br />C7 1 L ILLi a <br />o <br />Z rn <br />o <br />W �'@N (p <br />W 02r- <br />W m <br />Z M 0 a <br />N OU 0 o <br />W ❑ ❑ <br />N O <br />o <br />z <br />Q a <br />J - <br />r` <br />M <br />to z <br />C9 0 <br />i--1 cn <br />O <br />w o <br />tl1 C_- Y <br />r- O <br />w � <br />U o' <br />C `n <br />Q <br />° <br />N <br />�� <br />~ <br />o <br />J <br />¢ <br />w <br />M <br />o <br />Z <br />� <br />u CC <br />(D E <br />o <br />g O <br />ZM <br />< ry <br />a O <br />E <br />aLL <br />z© <br />a <br />�g <br />?o <br />O K <br />t6 <br />ao <br />wo <br />°Z <br />wW <br />O� <br />m <br />w m <br />¢a <br />Q W <br />gz <br />06 <br />T <br />m <br />w LL <br /><o <br />N F <br />cn <br />W <br />w <br />. 0 <br />a O <br />IIIIIIIIII� <br />�h <br />�a <br />zlr <br />0 <br />C O <br />Cn <br />�-CIO <br />0 <br />0 <br />.-. <br />N o <br />(� m -I <br />�' <br />N <br />H_ <br />Ln <br />O L <br />m <br />0 <br />L1 <br />N <br />Q N <br />r <br />E <br />Z <br />f6 <br />z <br />7 iq r <br />E 0 <br />m <br />a <br />8 Q p <br />JOB <br />NO: 23-00510 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />- I I __. _.. 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