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39910 Dawson Chase Dr
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39910 Dawson Chase Dr
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Last modified
3/21/2025 5:32:44 AM
Creation date
2/19/2025 4:14:16 PM
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Building Plans
Street #
39910
Location
Dawson Chase Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
21855
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VERIFY IN <br />1C7 FIELD. <br />I <br />I <br />I <br />1 <br />I <br />I <br />8'- <br />" C <br />G. • <br />'hN <br />TYP @ 1 STORY <br />OPT. DPT. <br />I <br />I <br />I <br />00 <br />o <br />N <br />I <br />17'-Og" <br />(4) 2x4 #2 SYP STUDS BERG LA <br />SURROUND , <br />o <br />- <br />2868 <br />T <br />0 <br />SS 7 <br />D <br />60"x36" <br />SHOW <br />R&S <br />------ <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROOF <br />2668 7,_8„ <br />1I <br />11 1 1 <br />- <br />S3 b� <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />20'-Og" <br />III <br />� <br />II O <br />I <br />I Ow <br />I w <br />I I p I <br />I X I <br />I m <br />78, <br />II <br />I <br />I <br />I <br />I <br />- <br />CD <br />e <br />I <br />I <br />I <br />5'-3 <br />" <br />82' <br />3' <br />10" <br />'-1 <br />„ <br />3,_0„ <br />O0w <br />A 6= I N <br />' <br />OWNER'S SUITE <br />8'-0" CLG. B 00 <br />CARPET <br />M: <br />r <br />W. I <br />8'-0" CLG. <br />CARPET <br />I rn <br />ICa8'-0" <br />I <br />2 CAR GARAGE <br />CLG. <br />2'-6" BUILDER TO <br />PROVIDE <br />I I <br />t <br />I I I <br />I I <br />I <br />I <br />v. <br />g <br />TIE <br />I <br />0 <br />c <br />- <br />R&S <br />I <br />J <br />O APPLIANCE <br />W.H. PROTECTION <br />N WHEN REQUIRED <br />PER FBC <br />I I <br />L T----------- <br />I <br />I <br />I <br />INE <br />5-SH = <br />6" DP .T <br />0 <br />_ <br />o0 <br />A D H.B. T <br />S3 S3 <br />'4' L T- <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38j <br />184X374 <br />S.H. <br />14 <br />20 X 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11-12 <br />27114X26 <br />26X254 <br />S.H. <br />1 H3 <br />27 1 /4 X 38 1 <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 4 X 50 1 <br />26 x 50 <br />S.H. <br />1H5 <br />27 X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37jX26 <br />364X251/2 <br />S.H. <br />23 <br />37 q X 38 � <br />36 4 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 />37jX63 <br />364X621/2 <br />S.H. <br />26 <br />374X72 <br />36�X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 � 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 4 X 37 i <br />S.H. <br />34 <br />54 X 50 � <br />52 � X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 <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 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 />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />IF <br />+26.6 / -32.2 <br />` <br />SEE SN SHEET OH SEE SN SHEET <br />40 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 />+34.0 / -44.8 <br />WALL LEGEND <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 1113111 <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FIRST <br />FLOOR <br />PLAN <br />- <br />RR <br />V 1 <br />EXT FRAME 2 x 6 <br />I <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: %4"=1 r-0" (GARAGE / LIVING) <br />r� <br />L <br />c� <br />M <br />Z N � <br />z <br />a <br />z <br />Q <br />J M <br />� O <br />U) <br />R <br />Q) <br />U o <br />0 LLL <br />y <br />Y <br />w 0 <br />0 <br />V o a <br />0 <br />In <br />Uri <br />w <br />c E <br />o <br />U 0° <br />W Lf <br />e e <br />o g <br />= <br />c U, <br />00-1 <br />0 <br />NN <br />Z <br />N N <br />14A <br />1 <br />a <br />inz'° a Q <br />U) <br />� <br />Q <br />aESS <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2017 <br />Florida Building Code <br />- <br />Residential 6th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />C <br />C17 <br />J <br />¢ <br />w <br />z <br />M <br />cd <br />E Q <br />o� <br />o� <br />ak <br />_CL <br />(6 <br />~ <br />g0 <br />wa <br />�o <br />N (d <br />o¢ <br />�zz <br />a= <br />o0 <br />aZ <br />M <br />(n C <br />x <br />U <br />O <br />m� <br />o <br />0, <br />Z <br />Y Z <br />N ' <br />a e° <br />a <br />� z <br />g OZ <br />a � <br />U& <br />LL <br />a <br />�w <br />~� <br />00Lu¢ <br />�E <br />a0 <br />v <br />l¢ <br />0 <br />0 0 <br />> d. <br />^L' <br />W <br />L_ <br />O <br />�> <br />O <br />.-� <br />°vi <br />O <br />Q <br />a- <br />C <br />m <br />co <br />U <br />N <br />� <br />c <br />o <br />_ <br />c <br />r <br />d, <br />'- <br />o T_ <br />LO <br />o <br />Cy <br />r <br />r <br />ei <br />w O <br />� <br />CO N <br />d <br />m <br />z <br />C) <br />E 0 <br />iii h <br />w <br />Z <br />tm <br />C <br />d <br />E <br />U _j <br />� <br />Q p <br />C <br />C <br />JOB <br />NO: <br />19-5894 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />
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