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I L -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j <br />HEADER SCHEDULE <br />HEADER SIZE <br />REMARKS <br />kMARK <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2' <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2' <br />FLITCH PLATE <br /><@>(2) <br />- 13/4" X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br /><e(2) <br />> <br />- 13/4" X 9 1/4" <br />LVL 2.OE Fb=2600 PSI <br /><e>(2) <br />- 13/4" X 16" <br />LVL 2.OE Fb=2600 PSI <br /><@>(2) <br />- 13/4" X 7 1/4" <br />LVL 2.OE Fb=2600 PSI <br />R.A.G. (2) - 2X4 #2 SYP W/ 1/2', Follow Q/S4. See Plan for <br />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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPIF #2 <br />81-0" <br />W <br />SYP #2 <br />16" O.C. <br />SPIF #2 <br />91-0.1 <br />W <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>90-001 <br />W <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT <br />SEE C/S6 WALL SCHEDULE <br />SECOND FLOOR PLAN M ELEV-B <br />SCALE: Y4"=1'-O" <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 13/8" in thickness, solid or <br />honeycomb -core steel doors not less than 13/8" 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 clasal <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />FI Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.1 1, 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. Bid. 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 />M 1507.2 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 />+29.7 / -39.2 <br />+28.3 -30.8 <br />+28.3 / -36.4 <br />+26.6 -28.0 <br />+26.6 / -32.2 <br />SEE SIN SHEET H 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 />+34.0 / -44.8 <br />WALLLEGEND <br />I I I 1 1710, <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 "B" <br />1ST FLOOR LIVING AREA <br />1880 <br />2ND FLOOR LIVING AREA <br />1375 <br />LIVING TOTAL <br />3255 <br />GARAGE <br />679 <br />ENTRY <br />159 <br />TOTALAREA <br />4093 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 1 R-19 KRAFT FACED <br />CONDITIONED CEILING I `%`r <br />(INS��LL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />(D �9 <br />�7 co <br />0o <br />4--J LLJ <br />U <br />0 LU <br />E <br />8 <br />aim <br />opt <br />M <br />2 <br />HE.- <br />C) <br />U_ Go <br />AI <br />UD, <br />N C 5 D C <br />z z <br />N*0 rz, �2 <br />cc <br />LU <br />W <br />Z 0 -sg <br />CIA <br />z <br />UM <br />x <br />UA <br />Z!, <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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />UJ <br />z < <br />(L <br />6 <br />zoij <br />� <br />< <br />§ �,l LZI, <br />� K 6 _j <br />R -, E <br />U C4 <br />< <br />CL <br />z 9L, <br />0 <br />0 <br />z <br />U_ <br />-qui <br />0 <br />U <br />r,4 <br />31 Zo <br />P-2 <br />Ln <br />C%4 <br />Z <br />Z <br />Uj <br />In <br />z <br />4t: <br />M <br />In <br />Z <br />Z <br />Uj <br />0 <br />06 <br />:5 <br />M: <br />SCALE AS NOTED <br />DATE: 4/13/2018 <br />TECH: JMUROSKI <br />VERSION NO, 4ml <br />SHEET NO. <br />1.2 <br />