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VERIFY IN <br />FIELD. <br />. . <br />1 1. <br />�. <br />- <br />•,� <br />!�ch <br />�� <br />q <br />wan::::I■■ <br />, ErAS�• <br />1: <br />� �� <br />SON <br />: • <br />:. <br />THRU ROOF <br />■ <br />YYYYYY <br />-• <br />■� <br />�' <br />■� <br />■■��■■n� <br />■■■■■i■■■iil <br />lu <br />____!_IIC]IIIIIIIIIIIIIIIC]��IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIi1111I11III11IC]IIIIIIIIIIIIIIIIC]IIIIIi1III�11111IC]IIIi1IIIII1111IIC]IIIIII�;�I�IIIII::IIIIIIIIIIIIIIIIIIIL! <br />OWNER'S SUITE <br />1 <br />CARPET <br />Av <br />W.I.C. <br />1 <br />CARPET <br />2 CAR GARAGE <br />1 <br />BUILDER TO <br />I <br />PROVIDE <br />0 APPLIANCE <br />PROTECTION <br />REQUIREDWHEN <br />� <br />.� <br />II� <br />■■■ <br />■■ <br />�� <br />■■�FRO <br />HEN04 <br />.,, <br />.1, <br />A D - H.B,T <br />S3 S3 <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 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 } X 25 <br />S.H. <br />13 <br />20X38 <br />184X37J <br />S.H. <br />14 <br />20X501 <br />18jX50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 4 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 } X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <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 X 38 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 } 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 } <br />S.H. <br />33 <br />54 X 381 <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 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 8r 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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />DA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />UD <br />+28.3 / -36.4 <br />O <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET O SEE SN SHEET <br />40 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 />WALL LEGEND <br />IIIIIII1111111111 MASONRY HGT. , <br />TYP. 2x FRAME WALL <br />■NNNNNNNNNNNNNN <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 CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FLOOR <br />PLAN <br />Al <br />EXT FRAME 2 x <br />R-13 KRAFT FACED <br />FIRST <br />I <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1/ I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: 14"=1 r-0" (GARAGE / LIVING) <br />V <br />z� <br />z <br />z <br />a <br />V) (D <br />4 w <br />.0 CD <br />0 L" <br />(.n c <br />U <br />m N <br />U <br />Of <br />QD <br />yy <br />z z° <br />Z W 19 <br />U) <br />J n <br />- 4 <br />WLU <br />�Z <br />Uj <br />LU <br />_WWvWkeleo '•1� �7 <br />T <br />To the best of the Englneer'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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z< <br />how� <br />cr <br />�U <br />�z <br />L <br />GC <br />^ <br />I- <br />o <br />a <br />LL <br />0 <br />�_ <br />W <br />J <br />(y ON <br />z <br />z <br />J <br />Ln <br />T-1 <br />IJ.J <br />ti <br />L <br />z <br />tj <br />$ <br />M <br />W <br />O <br />z <br />i <br />a <br />f <br />rn <br />,-1 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />1.0 <br />