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21' <br />A <br />O <br />35-SH <br />16' <br />H.B. <br />Uj LU <br />` _ <br />rw b" r ILE <br />\ 30'-0" N in N 4-1y '-3" 7 <br />` <br />4CAFE <br />V -- - - - -- <br />FAMILY ROOM G <br />'-01 �\ CARPET <br />`\\ VAULT. CLG. <br />`A° CARPET _ <br />n C7 <br />PATIO <br />0 <br />`� 7 r <br />\\ <br />co <br />Q <br />UWH. <br />o <br />------------------------------------ <br />_--- <br />I I <br />o <br />I <br />868 <br />2:12SLOPECEILING <br />I <br />_& <br />- <br />d' <br />I <br />1 N <br />3'-8" 2'-8" <br />4'-3" 6-10" <br />T-7' <br />- <br />I <br />5'4' 1'- <br />G <br />R <br />ER VENT <br />OPT. <br />o <br />•PT_ <br />S3 <br />TH <br />RU ROOF <br />I`i <br />H1 <br />II II <br />T <br />e <br />— <br />(4) 2x4 #2 SYP <br />1 <br />STUDS W/USP <br />HTT4 BASE <br />G <br />S3 <br />t1=� <br />a@ <br />4 <br />N <br />I <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. t <br />CARPET <br />_ <br />TYP @ 1 STORY <br />q <br />A <br />S3 <br />Q <br />€s <br />= <br />A `� <br />60 <br />w <br />w <br />" <br />12'18 <br />g <br />0 <br />-------R&S ----- <br />19 <br />I <br />00 <br />`d3 <br />. <br />W.I.C. <br />M <br />g' <br />60 <br />DPAD <br />8'-0" FLAT CLG. <br />CARPET <br />1IT <br /><1) <br />_ _ <br />----------�----- <br />iJ <br />0 <br />I <br />N I 1 H.B. <br />— -1 4-SH <br />SHOWER <br />FIBERGLASS <br />SURROUND <br />-J <br />10" <br />EMT FIBERGLASS <br />SURROUND <br />I man ZEN, p W <br />I <br />------- — <br />T-84" <br />4068 B.F. fE7 <br />1 V-4" N <br />1 <br />O <br />I <br />ENTRY <br />I <br />8'-0" FLAT CLG. <br />I <br />I <br />HANSON BOX a@ <br />36" A. F.F. <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />K 2-CAR GARAGE <br />S3 8'-0" FLAT CLG. <br />�I <br />b) �ry <br />CARPET <br />9'-4" FLAT CLG. <br />"HALL <br />2668 <br />S3 <br />I I <br />I I <br />I I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I I <br />I I <br />I I <br />I $ <br />I <br />I I I <br />I I <br />I I <br />I I <br />I I <br />I I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I I <br />t ~ I <br />I O I <br />I I <br />I I <br />I I D I <br />I 83 I <br />- — — — — — — — G.T. <br />40681B.F. <br />9'-84" I <br />EEO] <br />S3 <br />I <br />8'-0" FLAT CL <br />I <br />� <br />A <br />O <br />CARPET I. <br />1 <br />w <br />I <br />0 <br />m <br />c� <br />BEDROOM 2� <br />�; <br />Co. <br />co <br />'BEDROOM <br />' <br />8'-0" FLAT CLG. <br />1 <br />8'-0" FLAT CLG. <br />CARPET <br />I <br />I <br />CARPET <br />EGRESS <br />I <br />EGRESS <br />25-SH 25-SH <br />A (D (DS3 <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 71/4- <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 />18JX254 <br />S.H. <br />13 <br />20 X 381j <br />18 J X 37 1 <br />S.H. <br />14 <br />20 X 50 1 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62j <br />S.H. <br />16 <br />20X72 <br />18JX71 <br />S.H. <br />1 H2 <br />271 /4 X 26 <br />26 X 25 } <br />S.H. <br />1H3 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 1 X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 ij <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <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 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 j <br />S.H. <br />33 <br />54 X 38j <br />52 j X 37 1 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 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 />i <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 />K-A <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />(D <br />+28.3 / -36.4 <br />GG <br />SEE SN SHEET UH SEE SN SHEET <br />�140MPHAimmw <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 HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <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 />FIRST FLOOR PLAN — Al <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 />1� <br />SCALE: 14 "-1 r-On <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />0 V <br />z <br />c <br />Z <br />n- <br />u, ZCZV^), 0 <br />Qjc.rD1 <br />w <br />t) <br />•� <br />w <br />0' � <br />v ~ <br />U <br />� Cl) <br />m� <br />Liu <br />_ <br />rn cM <br />N <br />LLo <br />AN <br />B D. <br />N YC <br />+11� <br />N .O <br />rn � <br />INUzC <br />IM <br />Z W fi' z° <br />Q r= U- w <br />LU W <br />OLU <br />z 0.2 co <br />UM-0 <br />\ � IN <br />• ' <br />JF <br />a .�^• <br />1,,,. .O <br />o <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans an spedflcadons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature end 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 />W <br />a <br />0 <br />z <br />�® <br />CL <br />j <br />E <br />o <br />LL_ <br />0 <br />= <br />0) <br />U) <br />W <br />o <br />06 <br />Q <br />C'j <br />N <br />� <br />a <br />rl <br />J <br />rl <br />L1 J <br />z <br />di <br />zS <br />I—H <br />o <br />m <br />06 <br />z <br />g <br />U <br />LU <br />= <br />-{ <br />a w <br />O <br />V-+ <br />a <br />to <br />S <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSKI <br />VERSION NO, 4nO <br />SHEET NO. <br />1.0 <br />