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W <br />0 <br />A I TYP @ 2 <br />S3 S6 STORY <br />H.B. <br />I <br />I <br />j <br />I <br />R&S <br />r <br />CW. <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />F - - - - - - - - - - <br />( <br />I <br />36"X60" <br />SHOWER <br />z �;� <br />w <br />O <br />O <br />FIBERGLASS <br />I I <br />I W" 1"C•II <br />iv <br />WHEN REQUIRED PER FBCIKcn <br />O <br />N w <br />SURROUND <br />8'-8" FLAT CLG. j <br />O <br />s4 <br />I <br />I <br />I <br />I <br />I CARPET { <br />2 6 <br />I <br />I <br />I <br />I <br />Iw <br />I> <br />2818 <br />3'-4' <br />■ 14'-9" <br />3'-4 <br />5'-0" <br />TB <br />I T-T- I <br />2V-42" <br />1 <br />1 <br />10 <br />OWNE IS SUITE 9 <br />Ca <br />; <br />�0 <br />2 CAR GARAGE <br />X 1 1 <br />10 <br />8'-8" LAT CLG. <br />I <br />8'-8" FLAT CLG. <br />I 0 1 1 <br />1 U- <br />C RPET <br />2068 .F. 9'- " FLAT 'LG 2668 1 <br />I 10 1 1 <br />10 <br />LI EN TILE (3) 2X4 #2 SPF G I <br />5 SH o o WI (3)16d S3 I <br />j = I I <br />I O W f I <br />>O <br />I z <br />I-' <br />N <br />16" DEEP T <br />CP <br />I I I <br />q <br />-J <br />R&S <br />°} <br />I <br />N <br />TYP @ 2 STORY <br />I I L <br />J <br />- <br />T HANSON BOX <br />rPE <br />K <br />I I I <br />r <br />S6 <br />(�/) I @ 36" A.F.F._ <br />IiV <br />. .-- <br />o <br />xDRYER VENT <br />+42" <br />SLOPINGTI' <br />THRU WAL <br />10oo <br />HALF WALL0LE <br />� <br />9N <br />8 I 12 <br />0� <br />EDGE OF SLAB 2"I <br />I I <br />TLE 1 13 -BEYOND <br />WI 3---- <br />WALL <br />= <br />V-4" SHELF 5 fi---- <br />L NOTE: FINISHED _ - <br />u� <br />14 <br />WALLSTOBEFLUSH. <br />_ <br />OA N <br />TN <br />-- -_ <br />5 <br />15 -_---00 <br />53 <br />VERIFY IN FIELD. I <br />_ <br />r <br />- -- <br />� <br />2868 S3 - =" - - 16 -�k <br />00 <br />N <br />D <br />S3 <br />o <br />_ <br />c <br />4'-0" <br />3 <br />�? 2 <br />v <br />I <br />8 $" <br />LG <br />PATIO <br />I <br />TILE <br />I <br />0 <br />*' <br />' <br />p <br />4'0" 5-8" T-4" <br />18'-9" <br />2'-0" <br />2 '-0I' <br />q1fi'�" <br />iv3-112 <br />co <br />`=-� <br />o <br />(3) 2X4 #2 SPF WI <br />01 I LOW WALL OR <br />�6'6+ <br />3068 i <br />ENTRY <br />1000 <br />'N <br />L I <br />(3)16d TOENAILS 6? <br />zl SPINDLES PER SPEC. <br />r <br />I <br />8'-8 FLAT CLG. <br />" <br />BASE <br />z 1 <br />0. <br />HDR AT T-4" <br />- <br />FA ILY RM <br />'I <br />I <br />R/A <br />8' 8" FLAT CLG. <br />CARPET AN <br />CAFE <br />8'-8" FLAT CLG. � <br />C7 i O <br />I � I I <br />l <br />I AH <br />q <br />- <br />� <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. VERIFY IN 1 <br />FIELD. <br />-0 <br />TYP STORY <br />IL[ <br />i <br />I <br />_. <br />it <br />r <br />00 <br />I <br />CARPET `� <br />co <br />I j (�j <br />I <br />O <br />FLEX <br />@ 2 <br />J <br />00 <br />Ir-_._., <br />I 1 <br />8'-8" FLAT CLG. <br />S6 <br />I <br />■ <br />1 III D.W. I <br />5- <br />H 16" DEEP <br />CARPET I <br />I <br />80 <br />PANTRY <br />I <br />o <br />(D ui I <br />T <br />1 <br />EL <br />U) <br />I B <br />N <br />W <br />= <br />I <br />r <br />I <br />o <br />r <br />, <br />I N <br />> <br />10 <br />■ <br />26'-32' _ <br />4'_ " <br />12'-44" <br />- <br />lQ <br />U) <br />L6 <br />I 0 <br />10 <br />REF. <br />' <br />24 <br />16" DEEP <br />I <br />IJ <br />L.L <br />IWC LL. <br />1OPT. <br />24 24 <br />24 <br />� <br />H.B. 25-SH <br />A O � TYP @ 2 STORY <br />S3 S6 <br />2' <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 9 114" <br />LVL 2.0E Fb=2600 PSI <br />I i7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H$ <br />(2) -1 314" X 71/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 112" 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 4 X 25 <br />S.H. <br />13 <br />20X38j <br />18jX371 <br />S.H. <br />14 <br />20 X 50 � <br />18 � X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 � X 62 i <br />S.H. <br />16 <br />20X72 <br />184X71 j <br />S.H. <br />111-12 <br />271/4X26 <br />26X25j <br />S.H. <br />11-13 <br />27 1/4 X 38 j <br />26 x 371 <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 />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 314 <br />S.H. <br />24 <br />37 4 X 50 i <br />36 J X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 4 X 621 /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 />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 i <br />S.H. <br />33 <br />54 X 38 J <br />52 J 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 4 <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 />FIRST FLOOR PLAN - Al <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 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 />CA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />O <br />+26.6 / -28.0 <br />F <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET HO 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 />1 +34.0 / -44.8 <br />WALL LEGEND <br />IIIIIIIIIIIIIIIII - •• <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" <br />1ST FLOOR LIVING AREA 1793 <br />2ND FLOOR LIVING AREA 1103 <br />LIVING TOTAL 2896 <br />GARAGE 437 <br />FRONT ENTRY 26 <br />TOTAL AREA 3359 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 1 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />Ou <br />O <br />U' <br />z_o <br />to <br />z <br />Q <br />J <br />n.. <br />U) z <br />tr7) C9 <br />w <br />O w <br />C <br />N = <br />m <br />F- <br />O <br />ft5 '- <br />o ti FM <br />po LIJ <br />F- U <br />N <br />N.-88 M <br />_ , <br />U <br />O O N <br />L� o <br />C o <br />3 <br />flo <br />Qrn <br />co ¢ a <br />B D• <br />N -C� <br />r11� <br />f <br />N N <br />Z goo a o <br />U) <br />LU H NooZ w z <br />C yr <br />� M w <br />CV, uS <br />_ vi ''r' Z <br />LU <br />W > E_ <br />O¢a� <br />42 U) <br />LL <br />�n U <br />F �;} <br />`° <br />vtM F 11. ." Q <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 seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N NA <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />SZ <br />to <br />tu <br />�Z80 <br />Co <br />O at <br />a <br />zR� <br />L <br />cu <br />rr <br />} 8 <br />� <br />O <br />Z <br />IZ <br />o <br />�3 <br />z <br />QO <br />= <br />M <br />W <br />W <br />00 <br />N <br />T <br />US <br />O O <br />P <br />o <br />�05 <br />jz-M2 <br />J <br />Q <br />�In'In <br />a <br />�- <br />$o�� <br />z <br />Z <br />o, <br />,--I <br />r a 2, tz <br />LU <br />W <br />W <br />z <br />¢ �i <br />LU4a <br />re)Q <br />M <br />Z <br />I--. <br />a p o <br />m <br />In <br />Z <br />g <br />Lu <br />= <br />1p <br />0 <br />SCALE : AS NOTED <br />DATE : 7/29/2019 <br />TECH: SCASEY <br />VERSION NO. 3 ■ 0 <br />SHEET NO. <br />1.0 <br />