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IL <br />m <br />00 <br />Q <br />00 <br />E <br />0 <br />s <br />r7 <br />00 <br />0 <br />N <br />LLJ <br />A D <br />S3 S3 H.B.+ <br />'^ <br />v! <br />O�Lu <br />r <br />I <br />' <br />o1 <br />1 T 8„ I r <br />OWNER'S SUITE B <br />CARPET <br />5-SH <br />- - - - R&S - - - - <br />I <br />I <br />I <br />ci <br />I <br />BUILDER TO <br />coPROVIDE <br />APPLIANCE <br />p PROTECTION <br />2'_6" WHEN REQUIRED <br />PER FBC <br />2 CAR GARAGE <br />1 11 <br />8 -0 CLG. 20'-08" <br />I I <br />I I <br />I I <br />I I <br />I I I <br />I I <br />I I 1751J <br />6" DP �- <br />W. I.C. <br />CARPET M_,1 <br />T <br />7'-8" <br />I <br />I <br />I <br />I <br />I <br />I E TZI <br />TIE <br />- <br />- <br />T <br />M W <br />I <br />00 <br />CD <br />000 3 I <br />C, <br />54" I <br />o <br />- ` <br />EN <br />(4) 2x4 #2 SYP STUDS FIBERGLASS <br />W/ USP HTT4 @ BASE RROU <br />4'-0" <br />I <br />�� <br />I <br />FAMILY R M <br />9'-4" CLG. <br />CARPET <br />23'-08" in <br />2668 <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROO <br />I <br />I <br />I <br />EDGE OF SLAB 2" <br />BEYOND WALL �v <br />K <br />S3 T <br />11 1 1 <br />IIX cal <br />II14 Q �I <br />K (4) 2x4 #2 SYP <br />S3 STUDS W/ USP <br />HTT4 @ BASE <br />I O I <br />I p l <br />( I I <br />I O= I <br />I � I <br />I > I <br />O <br />0 <br />X I <br />I I <br />If- NOTE: FINISHED I <br />IC7 WALLS TO BE I <br />I FLUSH. VERIFY IN <br />I I FIELD. I <br />----- ----- <br />CC D It <br />S3 G.T. _ <br />I <br />l <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />o <br />zo <br />rn <br />T <br />o <br />_ <br />2 <br />TYP @ 1 STORY <br />A <br />S3 <br />O^ <br />N <br />- 00 <br />CD <br />60"x36" <br />SHOWER <br />D <br />T <br />nCi <br />AHU <br />;TILE <br />R.A.G. <br />T-10" <br />PT. W OPT. D <br />' <br />2:12 VAULTED CLG. _ <br />:4-- <br />_ <br />- <br />60 <br />`� 8 <br />T-8" <br />8 <br />LO <br />10'-108" <br />7%1= <br />0CD <br />V" <br />' <br />NTRY <br />8'-0" CLG, <br />C9 <br />io <br />7 ' <br />9'-4'cL <br />in <br />61, <br />1 V-73" <br />i� <br />6'-1011 iv <br />HDR AT T-4" <br />------- <br />_ <br />-------R&S------ `� 2668 iba0 <br />4'_7,1 8'-8" iv 5'-4 `' <br />I <br />�� <br />r <br />2668 ,- r <br />^� <br />14'-611 <br />4'-0" <br />N <br />--- - - <br />- - - - <br />07 <br />A. <br />op <br />in <br />I <br />0 <br />I - <br />PATIO CAFE <br />6 1- 1 <br />8 0' CLG. <br />�? <br />O cn CARPET <br />E t I <br />� <br />5068 B.F. <br />OPT. <br />REF. <br />rt BEDROOM <br />s'-o"CLG. <br />I CARPET <br />I <br />I <br />2, 11 10'-4" <br />c� <br />2 <br />BEDROOM 3 <br />8-0 CLG. <br />CARPET <br />-' <br />10'-42 <br />I <br />4068 B.F. <br />I <br />BEDR OM 4 <br />8'-0" CLG. <br />' <br />CA PET <br />10 <br />_ <br />- <br />� <br />� <br />N <br />�Q <br />6� <br />1 <br />"' <br />-- <br />------� <br />F - - -� <br />I i <br />I D.W. I o� o <br />SL- 21 - 8 b <br />w coo <br />8 <br />_W <br />vow <br />`na O <br />�c7 <br />w <br />{�o. <br />cv <br />r Q <br />CV > <br />20'-6811 <br />_, <br />U <br />-- <br />_ <br />-' <br />QO--- <br />2'-4 <br />I <br />I <br />- <br />ILE <br />SI KW/ <br />ISP <br />21 <br />g,,as <br />v <br />v <br />■ / I 00 <br />AC PAD <br />I IN <br />10 <br />PANT Y a <br />=W <br />FLAT L . LO= <br />rEl <br />5-SH <br />16" DEEP <br />,� <br />"' <br />li <br />o0 <br />106 <br />2" <br />I <br />C7 <br />I <br />o0 <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />TIE <br />"'CD <br />j <br />I FIBERGLASS <br />I SURROUND <br />°� <br />- - - - - ' <br />: O 0 : <br />- r <br />r <br />� <br />H 13EGRESS <br />EGRESS <br />A <br />OS3 <br />O <br />19'-6" <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 />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 />18JX25j <br />S.H. <br />13 <br />20 X 38 j <br />18 4 X 37 1 <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25j <br />S.H. <br />11-13 <br />271/4X38j <br />26x373 <br />S.H. <br />11-14 <br />274X50j <br />26x50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37jX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 j 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 />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 j 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 4 X 25 4 <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 j 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 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 - B1 <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 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 />DA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />® <br />+28.3 / -36.4 <br />O <br />+26.16 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GEE <br />SN SHEET O SEE SN SHEET <br />140 MPHtWiiii <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 />MASONRY • • i l <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 11131" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />416 <br />24 <br />2376 <br />INSULATION REQ. <br />LOCATION <br />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 />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 <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />0 r <br />z M <br />_ o <br />zC) <br />z <br />Q <br />a <br />Cn (D <br />cn <br />(DM <br />4--J w <br />C� <br />U W <br />t/) c <br />o <br />o 0 <br />CO N <br />W <br />1- <br />a cM M <br />N M <br />C -O M <br />N <br />Mfg _ <br />cN <br />O o cD <br />I \ <br />0 <br />LL oo <br />- <br />Lo 8_," <br />am Q d <br />A I <br />B D. <br />N C B D C <br />,D <br />*I <br />r_ <br />N `D <br />N <br />12Nc? <br />z11 <br />m r P 19 c a <br />U) Z W` <br />[2 <br />iwf. � rn'LLo � W w <br />W �� d W <br />W > � LL <br />Z <br />O <br />�V1 o'0 �° <br />� Q <br />LLZ��.12 <br />Wp�®a�'cWO& Vo <br />1111 <br />fflo <br />d�ww34G.0 <br />a � N <br />L <br />0 <br />F E S <br />(IIII1,Itt#EEtt <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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0z <br />�o <br />Q Wa� 0� <br />U 4 OU O <br />U <br />Y <br />z(umwz <br />��co <br />a co <br />J <br />" o <br />^ <br />a- <br />o <br />r u <br />O <br />z <br />O <br />_ <br />T� <br />ILL. <br />0 <br />0 <br />�.}. <br />V <br />(� <br />a <br />�W <br />= <br />T <br />O O z <br />W O m 4 <br />o¢ <br />z<Z;� <br />aaf� <br />Z <br />Z <br />o <br />�a�� <br />W <br />-J <br />�r/�i <br />Ln <br />�--� <br />LLI <br />LL <br />c <br />G <br />- - <br />a zz o <br />r- Y V <br />$�0 <br />z <br />z <br /><Z <br />�az <br />CIO06 <br />O <br />� <br />_ <br />no <br />rn <br />-r-4 <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO. 4mO <br />SHEET NO. <br />1.0 <br />