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6538 Back Forty Lp
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6538 Back Forty Lp
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Last modified
3/21/2025 3:06:53 AM
Creation date
2/19/2025 10:11:25 AM
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Building Plans
Street #
6538
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6613
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BATH :5 <br />0 <br />(300co <br />8'-0" FLAT CLG_ X <br />UJ <br />2868 <br />Lu <br />'n = <br />TILE CD <br />I <br />M <br />J <br />4SH <br />-TI <br />R&S <br />12" DEEP C? <br />LINEN <br />im <br />D668 <br />2068 EI <br />TV T-4" <br />i <br />T-0" 4'-2" <br />3-T-6" <br />to <br />o? <br />(y) <br />TYP @ 2 STORY <br />I <br />BEDROO 1 5 <br />U) 8'-0" FLAT CIL�. <br />uJ <br />U) Ir CARPET <br />05 <br />F4 I CUB 1 V-4" <br />3 <br />D2 <br />00 <br />11;"11"I <br />NnRi <br />23'-6" <br />I <br />1 14'-3" <br />LOFT <br />8'-0" FLAT CLG.1 '� <br />0 <br />CARPET lu- <br />0 <br />M <br />0 <br />1 6-2" <br />00 <br />U) <br />BEDROOM 4 _4�_ <br />U) <br />co <br />8'-0" FLAT CLG. [8"' <br />CARPET <br />12'-02-1" [r'F; �57-M 2 <br />F_ _ S <br />�FIBERGLASS <br />EGRESS <br />M �RO �U� JD <br />E J 251SH <br />S6 TYP @ 2 STORY (D <�> q) <br />4&-6" <br />3 <br />D2 <br />I= 1��2 I <br />U.: <br />00 <br />3 <br />D2 <br />00 <br />CD 00 <br />CD <br />1.1 "1 <br />LO <br />co <br />SIS <br />TYP @ 2 STORY <br />--------------- <br />ROOF G.T.. <br />0 <br />-1 <br />CD <br />D2 <br />Cn <br />U <br />w <br />0 <br />U) <br />LO <br />N <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />12'-8" CARPET <br />OP <br />10 <br />00 <br />I <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2XIS #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 112" <br />FLITCH PLATE <br />(2) - 2X 10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X 12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2)-2X4#2SYPW/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 />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 />184X 25 J <br />S. H. <br />13 <br />2 0 X 38 <br />18 2' X 3 7 1 <br />S. H. <br />14 <br />2 0 X 50 <br />18 71 X 50 <br />S. H. <br />15 <br />20 X 63 <br />18 7' X 62 7' <br />S. H. <br />16 <br />20 X 72 <br />18 4 X 71 J <br />S. H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 71 <br />S. H. <br />11-13 <br />2 7 1/4 X 38 <br />2 6 x 3 7 4 <br />S. H. <br />11-14 <br />27JX50i <br />26 x 50 <br />S. H. <br />11-15 <br />27JX63 <br />26 X 62 1/2 <br />S. H. <br />11-16 <br />2 7 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />3 7 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37JX38i <br />36 17 X 37 3/4 <br />S.H. <br />24 <br />37JX50i <br />364X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 24 X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73JWIDE <br />S. H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S. H. <br />33 <br />54 X 3 8 J <br />52JX37i <br />S.H� <br />34 <br />54 X 501 <br />52 17 X 50 <br />S.H. <br />35 <br />54X63 <br />524X624 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 J <br />SH <br />39X59 <br />40 X 59 <br />N/A <br />S. H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.. HL. <br />General Notes <br />R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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 />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />III, 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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />®r- <br />+26.6 -29.1 <br />(1) <br />1 +26.6 / -33.5 <br />SEE SN SHEET SEE SN SHEET <br />140 MPH����� <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 />(1) H1 <br />U) <br />W U) 00 <br />LID <br />0 <br />W <br />WALLLEGEND <br />MASONRY HGT. @ 8 -8" A. F.F� <br />BEDROOM <br />00 8'-0" FLAT CLG. <br />CARPET <br />14'-6" <br />2 <br />MMMMMOMMEMOMM TYP. 2x FRAME WALL <br />17 77 77 BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />EXT. WALLS TO BE <br />2X4 #2 SPF @ 16" <br />O.C. U.N.O. <br />TYP @ <br />CORNERS <br />U.N.O. <br />AREA TABULATION "All' <br />25-10" <br />1 <br />D2 <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />ENTRY 55 <br />TOTALAREA 3643 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1 /R-1 3 KRAFT FACED- <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />SECOND FLOOR <br />PLAN ELEV-Al <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />I <br />SCALE: Y4"=1'-0" <br />C= <br />C3 <br />Ci C2- r- <br />cc C, C-'J <br />C.0 <br />LL. <br />cc-:41 <br />'m <br />co W <br />r= <br />42 <br />tj <br />cc <br />W <br />(J <br />C= <br />CO <br />0 WN 11 <br />I�A S 4t! <br />F <br />Llot <br />N <br />wk <br />To the best of the Engineers knowledge, inform ation and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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