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6545 Back Forty Lp
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6545 Back Forty Lp
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Last modified
3/21/2025 3:47:54 AM
Creation date
2/19/2025 10:11:45 AM
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Building Plans
Street #
6545
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6602
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F 9 <br />BEDROOM 2 (0 <br />8'-0" FLAT CLG. <br />00 60 <br />(D (i) <br />C:) CARPET <br />U) <br />U) <br />uJ U) <br />0 <br />uJ <8> <br />r ------------- - - -- rFC 0'3� <br />o? <br />F_ <br />+42" SLOPING <br />LOFT <br />12 <br />HALF WALL <br />0 <br />8'-0" FLAT CLG. <br />0M <br />CARPET <br />494 - <br />3'-11 <br />C? <br />F_ <br />D2 <br />12'-8" <br />OP <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />U) <br />CARPET U) <br />ui <br />uJ <br />U) <br />Lo <br />ROOF G.T. <br />--------------- <br />TYP @ 2 STORY <br />ri_,� <br />S6 <br />Lr)<� <br />C� <br />00 <br />00 <br />o? <br />�D <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><e>(2) <br />- 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #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 />LV`L 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 #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 />REQUIREDSTUDS <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 />18JX254 <br />S.H. <br />13 <br />20 X 38J <br />18'X 374 <br />S. H. <br />14 <br />20 X 501 <br />1871 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S. H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S. H. <br />1112 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11-13 <br />27 1/4 X 38 J <br />26 x 37 1 <br />S.H. <br />11-14 <br />27 4 X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />364X25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />364X62 1/2 <br />S.H. <br />26 <br />37 -a 2 <br />4X7 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734WIDE <br />32 <br />54 X 26 <br />52JX 25 4 <br />S. H. <br />33 <br />54 X 38 J <br />52 17 X 37 1 <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 .2' X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 714 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />Li <br />SECOND FLOOR PLAN - ELEV-Al <br />SCALE: Y4"=V-0" <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 />• 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 />M 1507.2 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 />(-A <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />�1� <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />,(1), <br />+26.6 -29.1 <br />F)I <br />+26.6/-33.5 <br />SEE SN SHEET SEE SIN SHEET <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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />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 />AREA TABULATION "All' <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />ENTRY 55 <br />TOTAL AREA 3643 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFTFACED <br />(GARAGE / LIVING) <br />Cn <br />C= <br />f_36. Cl) <br />C2 <br />co C_J C-1 <br />00 >4 <br />cc C= <br />C-4 <br />-0 C= cc <br />B <br />1:5 .R <br />co <br />Cc 0 <br />0 <br />cc <br />co CD <br />All, <br />% <br />Cp <br />ub <br />cz, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />Engineer's signature and seal. <br />Al, <br />E <br />2 0 <br />0 <br />UJ�10 <br />D �2 <br />C/) I- r- <br />04 C) <br />R <br />egg? <br />L:L <br />z <br />13 <br />u_1 <br />0- <br />C: <br />�K <br />CU <br />C) <br />M I i <br />W <br />:E-: 7t-- C� 0 <br />=)Cut- <br />C'm 0 <br />VJ <br />U) <br />z <br />LL <br />Lo M z <br />a <br />C*4 <br />< <br />z <br />El 0 <br />c) <br />< <br />< <br />< <br />U') <br />CD 0 <br />Q ) <br />0 <br />V) <br />C�l <br />00 <br />UJ <br />0 <br />U) <br />0 <br />Cl> <br />Cl> <br />< <br />U_ <br />ce E <br />CL 0 <br />E <br />co <br />0 <br /><� <br />Q <br />0 <br />E <br />< <br />0, <br />z <br />t <br />Z <br />U:) ro <br />C: <br />0 <br />0- <br />C <br />z <br />z <br />C> <br />0, <br />0 <br />U> <br />W <br />C) <br />M <br />10, <br />d§1 <br />CD <br />a) <br />> <br />LO <br />CU <br />CD <br />F- <br />CD <br />CL <br />C:) <br />0 <br />0 <br />0 <br />.2 <br />0 <br />< <br />0 <br />LL c) <br />_Ile CN <br />C:) <br />Lr) <br />-0 <br />0 C:) <br />co 04 <br />00 <br />(0 <br />U-) <br />(=) <br />I— <br />C,e) <br />< <br />LC) LO <br />a) <br />E <br />C <br />Q0 <br />6 <br />cc <br />z <br />E <br />M <br />C <br />M <br />E <br />0 0 <br />io <br />< <br />30B <br />NO: <br />23-06130 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />
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