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39673 Harvest Creek Ln
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39673 Harvest Creek Ln
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Last modified
3/24/2025 11:40:19 AM
Creation date
2/19/2025 3:59:26 PM
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Building Plans
Street #
39673
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1133
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O I I <br />w/ DTT2Z-TILE I I <br />� S3 I <br />9'-6" CLG, I I I <br />I � I I <br />6'-38,. <br />0 4, 0 <br />H_ _ AT 7'_4'_ 1! j <br />I _� <br />R&S SIN <br />-----------� - <br />Z .: <br />R&S R&S <br />--------- T-WZL�, <br />TYP @ 1 STORY <br />00 W I.C.I 1 N <br />z <br />166 R&S N <br />A <br />S3 <br />(3) 2x4 #2 SPF <br />I DTT2Z <br />co <br />N AHU 8'-0" CLG. 1 <br />4068 B.F. ! 4068 B.F. <br />F-I <br />TYP @ 1 STORY <br />'_;� <br />w/ <br />��` CARPET I <br />3 - ti6 8'-2" j <br />2668 2668 <br />8'_0" 21-4" 4'-2" T-74 8'-�.. <br />A '" <br />S3 <br />OP <br />BEDROOM <br />OWNERS <br />SUITE �-N <br />I <br />8'-0" CLG. I--- <br />8'-0" CLG. _ <br />16" <br />5-SH o <br />DEEP "' <br />CARPET <br />BEDROOM 2 <br />A :Ico <br />O T <br />CARPET <br />LINEN C <br />Ro <br />o= <br />8-0CLG. <br />LO <br />N �� <br />I <br />CARPET <br />O <br />I <br />_ <br />60"x36" <br />a <br />r <br />N <br />s <br />SHOWER <br />N <br />TI E Ls <br />15'-8" <br />a <br />O <br />3'-0" <br />10'-4 3 ' 2 <br />8 <br />8 <br />-51, <br />2 <br />TITLE <br />� <br />I <br />IBERGLAS <br />URROUN <br />AG PAD <br />i 0 P <br />a <br />o o <br />BERGLASS <br />•r <br />URROUND iv <br />H.B. <br />TYP @ 1 STORY 25-SH <br />A <br />S3 O <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 />I l� <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 314" 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 />20X26 <br />18JX254 <br />S.H. <br />13 <br />20X38J <br />18JX37j <br />S.H. <br />14 <br />20X50J <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X388 <br />26x37 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37jX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 7' X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />361 X 62 112 <br />S.H. <br />26 <br />37 a X 72 <br />36 J 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 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 jZ <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 4 <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 />FLOOR PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <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 518" <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 />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />(E) <br />+28.3 / -36.4 <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />�G <br />SEE SN SHEET �H SEE SN SHEET <br />'140MPH <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 />(♦1�1111�1111111� • � . � <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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />,��>�tllti`s6titfl,�1� <br />W <br />x ,Q <br />,c <br />`Ir'ti <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 Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />I- <br />E (o co <br />O 8 N Ro N <br />8 � N 3t <br />- <br />rn <br />Cn h a u_ J OW.. <br />LL <br />�a1 <br />M W rn <br />uJ <br />u- d LL <br />J <br />O <br />L�o� of <br />W <br />U5 <br />B o a <br />Z <br />Z <br />oo NCS U) <br />N �Z <br />OU <br />❑I]❑ <br />W <br />M <br />z N M <br />o g <br />z N <br />z a � <br />< <br />J <br />C <br />U) <br />N <br />M <br />�N <br />(z9 C <br />cn <br />w � <br />'1�• <br />U <br />g <br />0 <br />w S <br />N <br />V) <br />� <br />to <br />� V <br />t- <br />U <br />w <br />' <br />wig <br />E <br />8 <br />z <br />L <br />_ � N <br />v o <br />CO <br />QCO <br />®® <br />N <br />�� <br />C::)w <br />�z <br />M <br />z�o <br />U_ <br />E <br />CL o <br />za <br />Wo <br />>N <br />ZN <br />0 <br />co <br />_ E <br />o <br /><, <br />z <br />00 <br />oQ <br />az <br />f- <br />o <br />¢z <br />Cn _ <br />gL' <br />mo <br />U, <br />_ C <br />J <br />N <br />z <br />>z <br />Zz <br />� <br />F <br />o� <br />z <br />go <br />Q <br />�� <br />a <br />tnw <br />(� <br />Q O <br />E <br />Fr <br />CD <br />_< <br />a F <br />°� <br />>M <br />> <br />0 <br />LL <br />J <br />0 <br />^Q^,, <br />U <br />CD <br />W m <br />V) <br />r11- <br />C) <br />d. <br />TT <br />0 <br />co <br />LO.� <br />= N <br />T- <br />\ <br />LOT <br />T- <br />T- <br />co <br />�- <br />COrn <br />rn <br />E <br />w <br />CV <br />CY) <br />N <br />o <br />Z <br />z <br />E Q <br />a <br />E <br />U J <br />Q Q <br />J <br />JOB <br />NO: <br />20-6583 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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