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0R <br />h <br />Q <br />E <br />S <br />31'-2" <br />co <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 42 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) - 1 314" 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 />184X25i <br />S.H. <br />13 <br />20X38j <br />184X37iq <br />S.H. <br />14 <br />20 X 50 j <br />18 j 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 />11­12 <br />271/4X26 <br />26X25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 <br />26 x 37 <br />S.H. <br />11-14 <br />274X50i <br />26x50 <br />S.H. <br />1 H5 <br />274 X 63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />27jX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 J 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 />37jX72 <br />364X711/2 <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 4 X 25 i <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 <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 />• 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+29.7 <br />/ -30.8 <br />B <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />© <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GG <br />SEE SIN SHEET �H SEE SN SHEET <br />j 4ip MPHAimlmi <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 />F +34.0 / -44.8 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />r 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 />TOTAL AREA 2008 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />(D t2 <br />z_M <br />0 <br />zCD <br />z <br />Q <br />J <br />Cl- <br />U) z <br />V) 0 <br />w <br />•U - <br />Ow <br />TO <br />o <br />C) <br />22 <br />o� <br />m N <br />r- 8 <br />a <br />B? <br />O _o 0 <br />C LL Coo <br />c) <br />o <br />0'=o <br />Q Co <br />0: <br />M Q d <br />B D® <br />N C 6 D-C <br />N N <br />o C, <br />ZM z <br />U) <br />�. �_o' Gcl <br />CkLV <br />UU CLz2 <br />4- <br />�- x <br />E CP <br />LL <br />au %t <br />s -" JN o <br />"7' / r d �. <br />• <br />F E Ss0 <br />ffillli3t <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 />Residentlal 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 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />za <br />f� <br />w Q X <br />V� z_OV O <br />WzX <br />TpSz <br />z <br />J <br />< <br />0 Co <br />Co <br />Ovwr'-N <br />J <br />0] <br />LU <br />z <br />j� <br />Cr <br />z <br />z z <br />�� <br />O <br />N <br />1..1. <br />LL <br />37 <br />z <br />0 <br />`�' <br />W <br />U <br />�u <br />00z <br />µ�L.1~O <br />F Y P <br />i r <br />o <br />J �; <br />� <br />� OU <br />w' <br />w5"cma <br />N <br />1--'� <br />zaz� <br />wg�a <br />Q <br />o� <br />Z <br />Z <br />*"� <br />w�� <br />a a <br />w <br />_I <br />Ln <br />ri <br />Ll.! <br />;w= <br />0 <br />v <br />gls� <br />dM' <br />Q <br />Z <br />z <br />f < 0 <br />Rz <br />Z <br />1z <br />a0 <br />m <br />O <br />06 <br />4 <br />W <br />� <br /><z <br />4 Q <br />�--4 <br />a <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />1.0 <br />