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I <br /><q <br />I <br />5068 B.F. <br />068 B.F. <br />4'-0" 11'-78'1 <br />- -�-- - - <br />V-10" - - <br />4'-7" <br />8'-8" <br />5'-4" <br />14'-6" I <br />T-6" <br />N <br />It <br />- - - - - - - - - - - - - - - R&S"' <br />2668 <br />M <br />2ZI) <br />48�L, <br />1111117- <br />- - - <br />R&S <br />HDR AT T-4" - <br />- <br />Ar-------- <br />---23'-* <br />T-10" T-8" <br />10'-108 <br />^u° <br />LO <br />r <br />{ <br />O I <br />A <br />' ' <br />ENTRY <br />2 <br />o <br />T <br />- <br />FAMILY RM <br />9-4 CL 3068 1 <br />8'-0" CLG. <br />to <br />9'-4" CLG. <br />; <br />2:12 VAULTED CLG. <br />N <br />I <br />I CARPET <br />- - <br />R.A.G. <br />� <br />4 <br />O <br />868 <br />(4) 2x4 #2 SYP- <br />7G.T- <br />1 <br />STUDS <br />K STUDS W/ USP <br />CC y, <br />HTT4 @ BASE <br />S3 S3 <br />I <br />to <br />C71 <br />� <br />-' <br />&D <br />AHU ' I <br />« 1�n' <br />$-_ _C 'G. <br />U <br />I NOTE: ISHED I I <br />I WALLS TO BE I I <br />I I <br />11N cW <br />FLUSH. VERIFY IN <br />I I <br />A <br />S3 <br />5.-4« <br />ITILE <br />4._0« <br />-{ <br />OPT�D •PT- <br />Ilia cD <br />a c�� <br />FIELD. <br />11' l <br />TYP @ 1 STORY <br />i - - <br />T <br />I I I <br />(4) 2x4 #2 SYP STUDS ERG <br />S <br />11 1 I <br />pp� <br />G <br />W/ USHTT4 @ BASE SURROU <br />D -- R&S <br />�ii <br />I I O I I <br />a 33 <br />I ------- - -I <br />I C, I I <br />ih <br />60'k36" HANSON I <br />I C, I I <br />SHOWER BOX @ 36" <br />A.F.F. <br />@EDGE <br />H <br />e <br />OF SLAB 2" <br />I WI I <br />I <br />DRYER VENT I <br />BEYOND WALL <br />I I p l l <br />`r° <br />°' <br />2068 <br />T- 8j L T�10" THRU ROOF <br />=rn <br />1 T« <br />- <br />.1 - 3 -0"; 2668 7t�« I <br />20'-0j" <br />x I I <br />O�I <br />w <br />N <br />�II--1-- <br />' <br />! `�" <br />I �, <br />2 CAR GARAGE <br />1 I 1 I <br />r <br />OWNERS SUITE <br />_ <br />_'I <br />1 <br />01 <br />- <br />W. I.C. T <br />8'-0" CLG. <br />1 I I <br />8'-0" CLG. <br />TB <br />- <br />00 <br />+ <br />-0 <br />CL <br />- I _1- <br />. 8'-0" CLG. <br />I <br />I <br />2'-6« <br />BUILDER TO <br />I I I <br />I I I <br />CARPET <br />TIE <br />. <br />CARPET <br />I <br />PROVIDE <br />I <br />1 I I <br />1 <br />O APPLIANCE <br />I I <br />W.H. PROTECTION <br />1 I I <br />o <br />0 <br />SxSH iT <br />- - - - - - -- <br />I <br />J <br />tO WHEN REQUIRED <br />N <br />PER <br />I I I <br />L <br />I <br />6 DPr <br />R&S <br />FBC <br />T------------ <br />, <br />A D H.B.T <br />S3 S3 <br />T-1 <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 4 X 25 } <br />S.H. <br />13 <br />20X38j <br />184X37j <br />S.H. <br />14 <br />20 X 50 1 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 X 62 <br />S.H. <br />16 <br />20X72 <br />18}X71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11­13 <br />27 114 X 38 <br />26 x 371 <br />S.H. <br />1 H4 <br />27 j X 50 1 <br />26 x 50 <br />S.H. <br />iH5 <br />27jX63 <br />26X621/2 <br />S.H. <br />iH6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 X 38 <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j 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 <br />WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 } <br />S.H. <br />33 <br />54 X 38 <br />52 } X 37 <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 � <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 714 <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 />Is 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 />�A <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />aG <br />SEE SN SHEET �H 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 />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />MMMMMMMMMMMMMMM <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" <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 <br />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 />Bel <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-1KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: 1/4"=1 '-0" (GARAGE / LIVING) <br />z M <br />z <br />a <br />tJ) C9 <br />� N <br />w <br />"V w <br />ry <br />U <br />w <br />who�$ <br />M <br />myyN <br />07 M M <br />¢ <br />5; Q o <br />MD. <br />N ,l <br />VVV <br />V <br />r11 <br />N <br />N <br />c' ,k co <br />.. °' Z6 <br />z �' z� .4 05 W <br />UH <br />Z N$< p ce <br />N 5 p!5 $ <br />LL <br />•oM _m <br />�1'1 wwwA� "• <br />• ry <br />f v <br />�OFESs \� <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />;a <br />a~ <br />0 <br />2Z�� <br />pp <br />§Z <br />T J <br />lYJ GO <br />- <br />; <br />CL <br />111- <br />CC <br />j <br />Zi'.i <br />N <br />O <br />0 <br />_ <br />LJL <br />U)uj <br />/V� <br />[ ' <br />T <br />Wa <br />1.L <br />Z <br />W <br />Q <br />tii <br />� <br />z <br />Z <br />M <br />m <br />O <br />06 <br />zS <br />g <br />W <br />= <br />�W <br />f <br />T-i <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4mO <br />SHEET NO. <br />1.0 <br />