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v <br />v <br />s <br />cp <br />O <br />00 <br />L0 <br />I <br />rn <br />v <br />"v <br />0 <br />Z. <br />00 <br />0 <br />6 <br />CD <br />r- <br />29'-8" L 15'-10 <br />CV <br />rn <br />bo <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 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 />20 X 26 <br />18 j X 25 <br />S.H. <br />13 <br />20 X 38 j <br />18 4 X 371 <br />S.H. <br />14 <br />211 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />J 33 <br />271/4 X 38 j <br />N/A <br />S.H. <br />434 <br />27 4 X 50 i <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 <br />S.H. <br />j 34 <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 />J 36 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37'J X 38 i <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J 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 4 X 71 1/2 <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 i <br />S.M. <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 j 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 jZ 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 />t'Pnprni Nnta_Q <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 />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET HO 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 "Al" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <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 />U V <br />z <br />Z C> <br />z <br />Q <br />a <br />0 <br />to CD <br />� cry <br />•i-� w <br />iQ p <br />°O w0 <br />m <br />�V) U <br />oa <br />m N <br />L.I.J <br />~ <br />>T COM <br />C cc (M <br />0 <br />o00 <br />�" <br />U <br />o <br />0 Y fz <br />Q M <br />�Qv <br />a Q d <br />B D. <br />N,C B D C <br />V O N � � W <br />�_Nm�z <br />Z_ Lu z° <br />U F- J -i C <br />izj <br />�u-o.�, <br />W N `c� <br />a-ELL.`t W <br />A <br />ja <br />Z Q �¢ a o <br />}o�_ <br />A <br />LL LL � <br />�`► Q <br />1 <br />�O�PJ to U <br />Q� <br />' �\ <br />�TO <br />��� •„ Cod <br />r �0 <br />R O F EtSS��o`�°�' <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 />LENNARI <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oa <br />;Q <br />za <br /><¢ <br />uj<dX <br />Uz80 <br />z W Q <br />Q <br />z <br />wz z <br />Lu <br />aw0to <br />o <br />J <br />Lu <br />mLu <br />Q <br />�- <br />z <br />s- <br />Q� <br />/1 <br />} o <br />z <br />z <br />z <br />O <br />�3 <br />LLLL <br />O <br />CI' <br />CJ� <br />Lu <br />�X <br />U <br />= <br />> 9 <br />o <br />J <br />Xo� <br />Om <br />..;....... <br />og a <br />I'a_� <br />ww¢ <br />Q¢£� <br />�6�2 <br />z <br />Z <br />LU <br />rl <br />Ln <br />LU <br />a�iF-. <br />aw�S <br />¢ z o <br />W <br />Q <br />X <br />zo <br />00 <br />Z <br />� <br />,0 <br />c/� <br />On <br />W <br />z <br />2 <br />4f <br />+--1 <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: M]AMES <br />VERSION N0. 4n0 <br />SHEET NO. <br />1.0 <br />b <br />A <br />