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CLG I <br />j I <br />�- <br />'- <br />CDfO <br />� <br />LO <br />CARPET I <br />16'-521 I <br />8'-3" <br />K <br />S3 <br />-104„ 6'-8„ ,_6„ 3068 7'-48., 7851,00 <br />(4) 2x4 #2 SYP STUDS FOYER O 1 <br />' <br />�' <br />I 1? <br />G I <br />0 I <br />"' <br />W/ USP HTT4 @ BASE TILE I <br />9'-6" CLG. i I <br />"' <br />S3 I <br />I <br />H_ _ A_T_7'-4" <br />11111777777111 <br />I o <br />-�---- B. . <br />TYP @ 1 STORY <br />- <br />R&S <br />N <br />-------ju) <br />R&S R&S <br />00 W.I.C. <br />166 R&S <br />A <br />S3 <br />(4) 2x4 #2 SYP STUDS <br />I W/ USP HTT4 BASE <br />@c� <br />00 <br />co AHU 8'-0" CLG. <br />4068 B.F. 4068 B.F. <br />;2668[ <br />TYP @ 1 STORY <br />L? <br />CARPET <br />0 2668 <br />A 00 <br />OWNER'S <br />S _8,2" <br />8, 0„ 4, 2„ 3, 74„ 8,_044„ <br />S3 <br />; E <br />BEDROOM <br />M <br />SUITE _ <br />N <br />8'-0" CLG. ^T <br />165DEEP <br />to <br />`� <br />8'-0" CLG. <br />CARPET <br />BEDROOM 2 <br />O " <br />CARPET <br />LINEN <br />C <br />oa <br />R o <br />8'-0" CLG. <br />N <br />I <br />_ <br />Tt` <br />CARPET <br />v=i O <br />60"x36" <br />N <br />SHOWER <br />C;1 <br />TIE <br />8i-52' <br />TILEp <br />i <br />- <br />15'-04a" r` <br />, <br />3,_0" in <br />10,4' <br />2„ <br />5 <br />10'-5" <br />r` <br />IBERGLAS <br />URROUN <br />TIP <br />(FIBERGLASSf► <br />o <br />URROUND cv <br />477,411111011111111111111111 <br />W <br />1101111111111111111 <br />1111111*1177111111111 <br />IA <br />TYP @ 1 STORY 25-SH <br />S3 O <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/ 112" <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/P" 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 J X 25 j <br />S.H. <br />13 <br />20X38j <br />184X374 <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20X63 <br />18jX62j <br />S.H. <br />16 <br />20 X 72 <br />18 j X 714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />433 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />434 <br />27 } X 50 1 <br />N/A <br />S.H, <br />433 <br />N/A <br />26 x 37 4 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />436 <br />27 j X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />371 X 26 <br />36 4 X 25 112 <br />S.H. <br />23 <br />371 X 38 j <br />36 4 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 />37jX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 4 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 4 <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 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 />(',AnAral Nntac <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 />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 I -30.8 <br />�D <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET 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 />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 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 45 <br />TOTALAREA 2008 <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 I R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />5� t <br />7. <br />o <br />o <br />z�z <br />Q <br />J <br />(D a <br />0 <br />U) z <br />cn <br />a--J w <br />i6 p <br />•O w <br />Ln <br />T <br />o <br />U <br />W 0 <br />CD N <br />W <br />N rM <br />tM M <br />M <br />_ U <br />2 ,0 <br />O _o No <br />U <br />-1-- Ib <br />5 <br />< o <br />m <br />o- o <br />�fl:S <br />rn ¢ d <br />B D® <br />N N <br />LU goN � <br />Z W M N � Z �' z <br />� <br />Vf <br />� va <br />W <br />O W V ¢ <br />Z D <br />m C3¢ °� p <br />C N Qa <br />N <br />LL W Ul <br />¢ M <br />N <br />FYSF�*G' <br />0 <br />61 <br />i . 4, <br />1, <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 <br />4600 W. Cypress St, Suite 200 I Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />00 <br />z¢a <br />fF <br />Uj rX <br />oo�° <br />z W Q Q <br />Z <br />U$WW <br />La J <br />00 <br />Q <br />O_5o <br />W <br />• <br />V W N <br />zz <br />L <br />O <br />Q U <br />zz <br />O <br />5 <br />z <br />O <br />v <br />\ / <br />�//�� <br />�/ / <br />J W <br />4 <br />. <br />WC°Oo <br />Ln <br />Q22 <br />L0 <br />�d�a <br />z <br />P <br />U-1 <br />,~-1 <br />L 0 <br />2 o <br />J <br />rI <br />L1J <br />R F Y <br />g�- <br />0000 <br />2:z <br />Q z <br />Z <br />N p <br />0° <br />L ) <br />oo <br />g <br />= <br />O <br />,-i <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />1.0 <br />b <br />