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1 ill"1111M 11'II 1 LI <br />4 <br />O <br />19 <br />TM <br />s <br />21 <br />A O>3 <br />35-SH <br />\ I <br />I w <br />a <br />C7 <br />\\ <br />JZ <br />JZ <br />\ <br />\ <br />NW <br />r <br />" <br />NW <br />70 <br />`\ <br />30'-0" <br />in <br />14 <br />op <br />` <br />``\ <br />CAFE <br />4'-01, <br />FAMILY ROOM VAULT. CLG. <br />`\ <br />VAULT. CLG. CARPET <br />CARPET <br />PATIO <br />ih <br />� \ r <br />\ <br />co1- <br />O <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - <br />rn I <br />LO I <br />I <br />2:12ECEILING I <br />- <br />I I <br />I io <br />I <br />9'-0" T-8" 2'-8" 4'4" V-10" T-7" <br />`1 I <br />5'-0" G DRN ER VENT <br />J$ I S3 TH RU ROOF <br />w 00 <br />to <br />00 <br />(4) 2x4 #2 SYP N <br />STUDS W/USP G <br />= HTT4@ BASE S3 <br />AOfn <br />N I <br />N <br />LK OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />v <br />TYP @ 1 STORY <br />I <br />S3 <br />I <br />00 <br />w is <br />LCr <br />ON W 12'18" <br />2668 <br />I� <br />IIIII■ .. <br />CARPET <br />IIIAM <br />I� <br />r�■■■■■■■■■■■■■■■■■■r v■;gal■■i■■■■■■■I-ttl <br />23 <br />Id W <br />10 IX <br />I <br />a <br />=W <br />�W <br />�0 <br />M JIM <br />I M <br />INERIM <br />TI <br />s <br />w <br />3 1 <br />L5-SH <br />O O <br />; <br />60" X 36" <br />SHOWER <br />O <br />_ _ <br />------8,_3 ------ <br />T-8 " <br />�� C <br />FIBERGLASS <br />SURROUND <br />,N <br />4068 B.F. <br />�� <br />R <br />11'4" N <br />KI1116dii <br />BEDROOM 260 <br />8'-0" FLAT CLG. <br />CARPET <br />�IIIIICl1111111C1� <br />O <br />WWII <br />, A@ 1 1: <br />FIBERGLASS <br />SURROUND <br />CARPET <br />9'-4" FLAT CLG. <br />.a,,HALL <br />N II 2'-4 F' II Co <br />N <br />EGRESS <br />25-SH <br />O <br />4'-8" 1.1'4' <br />I <br />00 <br />O <br />3068, <br />I <br />ENTRY <br />I <br />8'-0" FLAT CLG. <br />I <br />I <br />HANSON BOX @ <br />36" A.F.F. 4 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />K 2-CAR GARAGE <br />S3 8'-0" FLAT CLG. <br />I <br />H <br />I �� <br />I / K \ <br />2668 I _C61 <br />8-4-N <br />d,_l„ , V_T' , <br />111'-10" <br />'BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />TM� <br />it <br />F <br />EDROO 4 <br />8'-0" FLAT CL . <br />CARPET I <br />,n <br />S3 <br />U) OCW07 A <br />W M <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 J X 25 j <br />S.H. <br />13 <br />20 X 38 lj <br />18 j X 37 j <br />S.H. <br />14 <br />20X501 <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />18jX624 <br />S.H. <br />16 <br />20X72 <br />184X71i <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />} 33 <br />27 1/4 X 38J <br />N/A <br />S.H. <br />} 34 <br />27 J X 501 <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 371 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />} 36 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37jX26 <br />364X25112 <br />S.H. <br />23 <br />37 j X 38 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 1 X 501 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37 J X 72 <br />36 j 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 38 j <br />52 4 X 37 j <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 4 <br />S.H. <br />36 <br />54 X 72 <br />52 � X 714 <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 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 />�A <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET OH 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 />MASONRY HGT. @ 9-4-A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA <br />1817 <br />LIVING TOTAL <br />1817 <br />GARAGE <br />427 <br />FRONT ENTRY <br />32 <br />TOTAL AREA <br />2276 <br />INSULATION REQ. <br />o <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC 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 <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />w <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />U ! <br />zCD <br />o <br />z c�°oy <br />Z <br />Q <br />a. <br />U) z <br />Ln (D <br />a) N <br />4--i w <br />(DIM <br />-V w <br />01!20 <br />(A ZD <br />m N <br />L LJ <br />r <br />- 8 <br />N co <br />N <br />U <br />0 oo <br />'� <br />Lv <br />Q cm�$� <br />01g <br />N •D <br />,Nr <br />00 <br />�Mcsz <br />Z W �' z <br />�w <br />Q�LL�B w�- <br />W � LLo 4 <br />�W <br />Z p-sg o <br />q1_�6 m <br />G.COWf-. <br />w <br />_� <br />i <br />`C) rcrU <br />Fcd�r�l��� <br />/tzEf(s;IS;: <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained withln these <br />drawings comply with the 2017 Florida Building Code - <br />Resldential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />aa. <br />f� <br />a <br />IJz <br />oo <br />OOU <br />Z �Z <br />j <br />z <br />g 7sN�� W <br />ly O <br />KF <br />U LL�! <br />L <br />W <br />o <br />U <br />f z <br />z <br />ILL <br />OV <br />Cn <br />ua <br />0 <br />J <br />� <br />�0� <br />Q <br />Z <br />r--i <br />Ln <br />J <br />rlUJIW <br />2: <br />Q <br />Z8 <br />Qz <br />Qua <br />Yam$ <br />c) <br />� <br />z <br />z <br />0° <br />O <br />00 <br />z <br />g <br />= <br />a LU <br />,-� <br />a <br />U) <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />1.0 <br />