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39661 Harvest Creek Ln
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39661 Harvest Creek Ln
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Last modified
3/20/2025 5:21:54 PM
Creation date
2/19/2025 3:58:50 PM
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Building Plans
Street #
39661
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1053
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55'-10" <br />A <br />S3 <br />I I O O: 5-SH----R&S ---- _ BUILDER TO <br />36 36 6" DP; �O PROVIDE <br />W.H. `" APPLIANCE <br />_ INE O PROTECTION <br />QD 2'_6" WHEN REQUIRED <br />■ OWNER'S SUITE B _ W.I.C. PER FBC <br />8'-0" CLG. 00 TI_E CARPET r� 2 CAR GARAGE <br />CARPET _Lto 8'-0" CLG. <br />O� tr 17 I T - - - T-8" 20'-0j <br />"'w <br />2668 <br />HANSON <br />BOX @ 36" EDGE OF SLAB 2" <br />I rEFIEGUL44 <br />A.F.F. BEYONDWALL <br />oc <br />cc 60"x36" DRYER VENTKSHOWER THRU R0000 <br />o (3) 2x4 #2 SPF w/ SS "'Tlit�'DTT2Z @ BASE D I l l <br />Ir <br />T I / 1 <br />TYP @ 1 STORY <br />5'-11$" I 4'-0" 1 PT. W OPT. D I MI <br />A - <br />I IlX � <br />S3 1 U� Q W <br />Moo CN L--J <br />1' AHU <br />1 io <br />�I ;TILE <br />1 S3 (3) 2x4 #2 SPF w/ <br />8 8 DTT2Z @ BASE- <br />FAMILY R M R.A.G. <br />OC 2:12 VAULTED CLG. 1 9'-4" CLG. <br />CARPET <br />23'-8" T-10" 7-8" 10'-10$" <br />i - <br />I <br />-HDR AT 74_ <br />R&S <br />i--------------- � 2668 0 <br />4'-0" 1 V-78, 1 6'-10" N 4'-7" 8'-8" �y 64" ch 14'-6" <br />I _ter-T- <br />1 ( I 5068 B.F. <br />1 OPT. _ <br />=a 0 REF. M o <br />I ---_--------__- - �_ --,- BEDROOM 2 N <br />PATIO CAFE c-=-------- <br />� � r - - � � � � � 8'-0" CLG. <br />VAULT. CLG. D.W. I ° ° I CARPET BEDROOM 3 <br />8 0 CLG. <br />00 U) CARPET Q 3L _ 24 - J 18 .3 CARPET <br />in C o , I CV > U SI K wl ISP Y <br />�' i' 21'-2" 1 2, ., 2 I 10'-4" 10--42" � <br />/ M�� - 7.-G - - - - U.:i TI L E m <br />■ I CO 00 <br />N P, NT Y w to <br />CD <br />- 2W <br />' 3e 3s F T L. rt� o E <br />Ch <br />v AC PAD 5-SH f <br />i I O - 16" DEEP <br />1 <br />HB EGRESS EGRESS <br />OS3 O <br />29'-8" <br />2 <br />�1----------- <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />II <br />I o <br />I O <br />I o <br />II <br />I W <br />I 0 <br />II r <br />I X <br />I � <br />I <br />I <br />I <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />FIELD. <br />CC D <br />S3 S3 <br />9'-4 <br />=a z <br />�0 LL <br />LO( <br />I <br />I05 <br />I� <br />I <br />I <br />I <br />I <br />I <br />I <br />8'-6" <br />TYP <br />K GARAGE <br />I OPENING <br />I <br />I <br />I <br />I <br />I <br />3068 I <br />I <br />I <br />I <br />I T° <br />2668 <br />5'-4" " N <br />1 <br />:NTRY <br />8'-0" CLG. <br />R&S <br />T-6" <br />4068 B.F. <br />VFA <br />IBEDROOM <br />CARPET <br />Wm <br />� <br />r <br />FIBERGLASS <br />SURROUND <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />00 <br />T <br />0 <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=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />�H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 />18 J X 25 J <br />S.H. <br />13 <br />20X38 <br />187X37 <br />S.H. <br />14 <br />20 X 50 <br />18 j X 50 <br />S.H, <br />15 <br />20X63 <br />187'X621 <br />S.H. <br />16 <br />20X72 <br />184X71 <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 <br />26 x 37 <br />S.H. <br />11-14 <br />27jX501 <br />26x50 <br />S.H. <br />11-15 <br />27 X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37 X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 X 38 <br />361 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 7' X 374 <br />S.H. <br />34 <br />54 X 50 J <br />5271 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 7 X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 j <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 />rilTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />General Notes <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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors, <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 flr. 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)i <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />( <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET OH 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 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" 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 "A1" (TRA) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %4"=1 !-O" (GARAGE / LIVING) <br />�i /yam.✓ ' •�✓�' � '• <br />N <br />11. <br />ffi�ttflll+. <br />t <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 2017 <br />Florida Building <br />Code - <br />Residential 6th Edition. 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