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A D <br />S3 I,@ <br />H.B. T <br />■ <br />mcn <br />AOcn W <br />I <br />' <br />co <br />17'-0j" I T <br />°� <br />OWNER'S SUITE rB <br />CARPET <br />5-SH <br />- - - - R&S - - - - <br />X <br />BUILDER TO'- <br />N PROVIDE <br />W.H. APPLIANCE <br />O PROTECTION <br />2'-6" WHEN REQUIRED <br />PER FBC <br />2 CAR GARAGE <br />8'-0" CLG. <br />20'4pg" <br />I <br />I <br />I <br />I <br />I <br />I I <br />6"DPr <br />I <br />W. I.C. 1 <br />CARPET 7 <br />`L I <br />7'-8" <br />I <br />I <br />I <br />I <br />I <br />l;s,J <br />I <br />I <br />I <br />I <br />I <br />E <br />TIE <br />- <br />- <br />w <br />00 G <br />`14 S3 <br />54" I <br />o <br />' <br />N <br />(4) 2x4 #2 SYP STUDS FIBERG <br />W/ USP HTT4 @ BASE RROU <br />4'-0° <br />I <br />FAMILY R M <br />I 9'-4" CLG. <br />I CARPET <br />23'-08" rn <br />2668 <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />HRU ROO <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />K <br />S3 <br />I 11 I <br />1 1 <br />I l l l <br />I 1 1 I <br />IlXI <br />III ¢ <br />L <br />K (4)2x4#2SYP <br />S3 STUDS W/ USP <br />HTT4 @ BASE <br />I X <br />I 0O <br />I 0 <br />I I 0 <br />I W <br />I > <br />j I co <br />I I <br />NOTE: FINISHED <br />WALLS TO BE <br />I FLUSH. VERIFY IN <br />I I FIELD. <br />CC ----- ----- <br />S3 D G.T. _ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />o <br />o <br />TYP @ 1 STORY <br />A <br />S3 <br />Cl?' <br />O ^ <br />v <br />60"x36" <br />SHOWERJ <br />SS <br />D <br />T <br />---to &S <br />O <br />PT W <br />OPT. D <br />�I <br />2:12 VAULTED CLG. <br />AHU <br />R.A.G. <br />- <br />ILE <br />� <br />r <br />0 <br />8 <br />8 <br />3'-10" <br />T-8" <br />10-108 <br />IP <br />3068 <br />-0" <br />' <br />I <br />I <br />ENTRY <br />8'-0" CLG. <br />T <br />I <br />_ <br />9'-4' <br />CL <br />to <br />6" <br />11'-7 ' <br />n <br />6'-10" `� <br />-HDR AT T-4" <br />- <br />-- R&S ----- _ 2668 iii° <br />4'-7" 8'-8" cv 5' 1 `'3 <br />I <br />I <br />4'-0" <br />_� <br />2668 r <br />5'-4" �`' <br />�' <br />- R&S <br />14'-6" <br />I 7'-6" <br />o <br />oo <br />I <br />o <br />I ' <br />PATIO CAFE <br />c7 8 0 CLG. <br />vi CARPET <br />O / 1 <br />0 <br />5068 B.F. <br />OPT. <br />I <br />REF. BEDROOM <br />I CARPET <br />" 2, " 10'-4" <br />2 <br />BEDROOM 3 <br />" <br />8 -0 CLG. <br />CARPET <br />10'-q" <br />co <br />N a Z <br />co 0 W <br />`�' rnio - <br />J <br />I <br />I <br />2'-4' I <br />I <br />068 B.F. <br />BEDR OM 4 <br />1 <br />8CA' PET <br />11 _ <br />rn <br />et <br />o <br />` <br />- - <br />_-_ _-_ _-_ _-_ _-_ _- <br />C------------il <br />1 D.W. 1 0 o <br />- PI _ <br />o <br />cP <br />to <br />�O <br />COO A <br />W <br />/ W <br />r Q <br />ry <br />20'-6j <br />3L <br />U <br />_ <br />TFFP <br />- <br />ILE <br />SI Kw/ <br />ISP <br />2'_ <br />5'-3 <br />1.0 <br />c? <br />v <br />/ <br />- <br />/ ao <br />■ / I <br />/ <br />AC PAD / / I <br />�� <br />PANTRY tnw <br />0 <br />FLAT L ,n� <br />5-SH <br />16" DEEP <br />^ <br />m <br />� <br />NT <br />I o`ac <br />1 <br />I <br />' <br />I <br />2" <br />t=1 <br />c7 <br />( <br />iio <br />TYP 1 <br />STORY <br />A <br />S3 <br />TIE <br />- <br />N <br />FIBERGLASS <br />SURROUND <br />N <br />M <br />----- <br />- <br />O O <br />� <br />--- <br />: � <br />- <br />H B� EGRESS EGRESS <br />A <br />OS3 O <br />WJIM111i <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 />20 X 26 <br />18 J X 25 j <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X71 j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734 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 j <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 X 71 <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 />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 />M 1507.2 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 />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET O 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 />+34.0 / -44.8 <br />WALL LEGEND <br />I11111111111111111 - ••• <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 CONC 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 />B <br />EXT FRAME 2 x <br />R-1KRAFT 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: 1/4 r=1 r-0" (GARAGE / LIVING) <br />CO <br />zo <br />z� <br />z <br />Q <br />i <br />a <br />same <br />tj <br />un C9 <br />0Q) <br />a--'i crn <br />w <br />•U - <br />0 W <br />C <br />F <br />U <br />W <br />~ oa <br />o0 <br />m N <br />N M <br />Com <br />U <br />MM <br />a Co N <br />Us00 <br />•2 rn <br />o ro ^ <br />Ln <br />(I o <br />0 De <br />N C" D•C <br />NI N <br />so � <br />0 <br />N�2 <br />U Z W z <br />LU -yam w <br />LV Q .g' o c+. <br />a <br />in <br />3 <br />LL <br />www. 5Co%. <br />I/R O F E ` ` `\��\ <br />1_(111I <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 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seat. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />Wo <br />za <br />r <br />F"Z"U <br />z <br />�0 W <br />A <br />�W�W�s <br />VFL® <br />1...1.. <br />�-- <br />O <br />� z <br />Z <br />O <br />�3 <br />'p <br />�JL <br />o <br />0 <br />_ <br />�Lu <br />Lu <br />b z <br />0 <br />�5�LL <br />Z <br />Z <br />01 <br />,-� <br />LAI & 0 �i <br />J <br />Q <br />W <br />Z <br />is,az <br />$W0 <br />!�Z <br />N <br />Ln <br />Z <br />z <br />t <br />6S <br />0 <br />i <br />° <br />g <br />�W <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 4x0_ <br />SHEET NO. <br />1.0 <br />