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rn <br />y <br />N <br />E <br />_ <br />O <br />c <br />c <br />J <br />i <br />In <br />r7 <br />w <br />rr <br />TYP @ 1 STORY <br />A <br />S3 H.B. <br />\\ <br />286 <br />21118 <br />I w <br />I <br />N <br />\ <br />\ <br />a <br />00 <br />j ID <br />\ \ <br />N <br />? <br />'-0' <br />XGS3 <br />I I <br />TIE <br />\\ <br />N <br />0 N <br />N <br />I I I <br />o <br />\ 1 <br />\1 15'-02„ <br />C° <br />20'-04" I 8, <br />5'-0" <br />\ <br />\ <br />FAMILY R M <br />DRYER VENT <br />THRU WALL <br />o <br />I <br />R&S - <br />\ <br />2 CAR GARAGE <br />\ I VAULT CLG. <br />, <br />HANSON BOX <br />O\ <br />5-SH <br />8-0„ CLG.CARPET 0 <br />O <br />IIIII <br />IIII <br />III <br />M <br />\\ <br />36A.F.F. <br />pN <br />N <br />OPT. 15 <br />a <br />=w <br />io <br />, <br />------ <br />\I <br />LREF <br />- <br />°°1-- <br />-J <br />EDGE OF SLAB 2" I W I l O <br />C° <br />I� <br />BEYOND WALL I I I <br />I <br />I I I <br />ih <br />I <br />2, <br />2" <br />2'�6" <br />X <br />'-041-' I I I <br />- - � 20I <br />jI <br />20"x20" SQ. <br />NKK <br />I <br />1 I I 1 1 <br />PILASTER W/ (4) <br />#5 VERTICALS. <br />9'-6' <br />CL <br />. <br />I <br />I <br />' I .. <br />I I I I I <br />�1 I t I <br />GROUT SOLID. <br />(SEE ELEV. 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CLGI I <br />K <br />6 <br />00 <br />CD <br />LO <br />CARPET <br />16,„ <br />8'-3" <br />S3 <br />-104„ 6, 8„ _6„ 3068 I , 0„I <br />N <br />(4) 2x4 #2 SYP STUDS FOYER <br />I "? <br />`n <br />W/ USP HTT4 @ BASE TILE I I <br />d <br />9'-6" CLG.F-8' <br />*4'-O..l <br />10" <br />H AT 7'_4'_ <br />I o <br />- B <br />R&S r�N <br />------------- - <br />R&S �p w R&S <br />----------- <br />TYP @ 1 STORY <br />N <br />i <br />= Z _ <br />rnco 166 F2&S N <br />A <br />A <br />1(4) 2x4 #2 SYP STUDS _ <br />W/ USP HTT4 BASE <br />@ <br />W. I. C. 1 <br />N AHU 1 <br />8'-0"CLG. <br />4068 B.F. .068 B.F. <br />TYP c@i 1 STORY <br />`_? <br />c CARPET 10 <br />2668 C7 2668 <br />00 <br />r <br />OWNERS <br />3 _„ rLrO 8'-2„ 1 � <br />8, 0„ 2, 4„ 4,_2„ 3,_74, 8, o-„ <br />S3 <br />LO <br />BEDROOM, <br />SUITE <br />' <br />AN5-sH <br />8'-0" CLG. <br />16" <br />DEEP <br />t <br />N <br />8'-0" CLG. <br />CARPET <br />BEDROOM 2 <br />- <br />_ <br />O <br />CARPET <br />LINEN <br />C <br />0 <br />8'-0" CLG. <br />N "' <br />I <br />.� <br />CARPET <br />C O <br />60"x36" <br />N <br />Gd, <br />_ <br />SHOWER <br />"� <br />TILE <br />- <br />0 <br />15'-04" <br />3 0„ <br />In <br />2„ <br />10'-4" 5 <br />10'-5" <br />8-52' <br />TILE <br />I BERGLAS <br />T <br />OP <br />F <br />URROUN <br />rn <br />AC PAD <br />31 <br />0.1 <br />P <br />- <br />BERGLASS °'� <br />IURROUND O/ iv <br />vbi�=i <br />�� <br />I <br />10 <br />1111111 11111141111 111111 <br />1*1_1 <br />I I 1 141 1111111111111111011117 <br />111111111 <br />111111*11111 <br />H.B. <br />TYP @ 1 STORY 25-SH <br />A <br />S3 [� <br />31'-2" <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 />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 />20X38� <br />184X37� <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 � X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX71 j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38j <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 />11-16 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37 � X 26 <br />36 � X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <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 1 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 � <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <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 j X 62 j <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 -B <br />SCALE: %4"=1'-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 1 318" 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 />(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 />+26.16 / -28.0 <br />0 <br />+26.6 / -32.2 <br />GG <br />SEE SN SHEET OH 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 />1 +34.0 / -44.8 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />1 1.1 1 1 I 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 "B1" <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 <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 />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />�I <br />OKI <br />C4 V <br />ISM <br />zM <br />0 <br />- o <br />z <br />z <br />Cz <br />Ln ID <br />•O w <br />c <br />F <br />o- <br />U <br />oCO <br />Co N <br />~LU <br />8 <br />N ;O M <br />_ <br />U <br />O o 0 <br />wLL� <br />[I) <br />0 N <br />o <br />Q <br />v one v <br />rn Q o <br />A I D. <br />B <br />N ~� <br />�- <br />c� N <br />m� <br />o V mlN <br />W.2Nm�mZ <br />U Z z <br />J T C a <br />Wa" u o a w <br />Z �RMIQtit <br />Ch W <br />oLL � .ter <br />W •`Q ¢ o . <br />r. <br />.FSi3I1> <br />® _j <br />cr- <br />oaR • <br />`�'� F <br />'���`�� tftElltt6 <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 />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />2 <br />fa <br />.Z�rL <br />��80 <br />Zin�X <br />i_z� <br />1,gW <br />O <br />a. <br />EL <br />N <br />o <br />cr <br />o <br />Q u <br />.Y' <br />Z <br />IY <br />O0 <br />z <br />rl <br />�Q <br />N <br />U-) <br />LL <br />U <br />_ <br />W <br />µ0 Z <br />o <br />J <br />2:08 <br />Qin2 <br />N <br />M O 4 <br />og <br />Z`Z <br />Z <br />Z <br />O�O� <br />u-LU <br />R <br />J <br />Ln <br />Lij <br />Lj.j <br />Lu <br />azo <br />�a <br />gWo <br />rl <br />Q <br />Z <br />z <br />wdz <br />o <br />m <br />Z <br />t <br />j <br />Z <br />o <br />J <br />O <br />Ck <br />� <br />= <br />a <br />T-q <br />n. <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: FFLORES <br />VERSION NO. 3ol <br />SHEET NO. <br />1.0 <br />