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III I-- I L_ [--it <br />H.B. <br />R&s 1- 4-SH <br />----- -- --- <br />W.I.C. <br />00 8'-0" FLAT CLG. <br />CARPET <br />io <br />OCn <br />fn <br />w <br />N (�} <br />w <br />o A <br />S3 <br />TYP @ 1 STORY <br />O <br />v O LO <br />v7 <br />N <br />ZD <br />o> <br />I <br />OWNE 'S- <br />SUIT <br />8'-0" FLAT C G. <br />CARPET - <br />(4) 2x4 #2 SYP I G <br />STUDS W/ US <br />P O <br />HTT4@ BASE S3 <br />i- <br />- T� <br />b.BA-_IHC <br />2668 i0"TFLAT CLG. <br />2668 - - -321 <br />-------------- -- <br />0 <br />I <br />I R <br />� i I <br />FIBERGLASS <br />N <br />SURROOUND <br />S3 <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET <br />O <br />25-SH <br />EGRESS <br />------- ----- <br />SHOWER R&S <br />16" DEEP O O ' -- <br />PANTRY --- ----- <br />=Lu 8'_O _11 <br />9 30 <br />Ul_ T LG.I ---- - - <br />RANGE <br />- - i- <br />Vi <br />T-IL - - � --� <br />T i N IKIT HEN <br />I - <br />O <br />25-SH <br />EGRESS <br />LIZ,9 <br />HALL <br />9'-4" FLAT CLG <br />-CARPET <br />cM ■ I <br />_ <br />L_ �" <br />ATCL <br />8 0" LAT <br />W <br />- i- <br />- TILE <br />_ <br />TILEI <br />T <br />„ <br />SINK 0 DISp <br />I --- <br />- <br />I I O O <br />D.W. <br />law I` ! <br />O rf-� <br />L _ _ - J <br />- ----------- <br />I------------J <br />to <br />co <br />FIBERGLASS <br />o <br />SURROUND <br />I T L� H1 <br />V-75' I G - HAS N BOX @ <br />S3 36" A.F F. - -- - R&S- <br />BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />CARPET <br />9'-81„ <br />4'- 1 Lnr <br />8'-0" <br />2668 <br />K 2-CAR GAR GE <br />S3 8'-0" FLAT CLG. <br />EDGE OF SLAB 2" <br />BEYOND WALL 61 <br />DRYER VENT <br />THRU ROOF <br />I <br />9'-0" I 3'-8" 2'-8" 4'-3" V-10" T-7" PT. OPT. D <br />{ '-0" FLAT CLr. <br />I _ _ 4 11 <br />2.12 SLOPE. 4' <br />CEILING I -- INIU I <br />o I a` C7 2868 I ¢ <br />00 <br />I I <br />O------------------------------------ ---- II 11 <br />00 <br />CD <br />� /�� r��� C7 W.H. <br />PATIO ' <br />co V <br />T FAMILY ROOM <br />r 4'-0" i VAULT. CLG. CAFE <br />i� CARPET VAULT. CLG. -- -- - • 1 <br />71"30'-0" CARPET 4'-14" 068 1 <br />ILaOZ -- <br />`0 �Z F4_Y_E_ R o <br />I <br />1 N co <br />w1--TILE - ---- <br />-- <br />ENTRY <br />cn = <br />Lo <br />I `n <br />w <br />4068 B.F. 11„' <br />R&S <br />F--------- - <br />I D <br />I S3 I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I F-: <br />I d <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />L--------- -- <br />HEADER SCHEDULE <br />SIZE <br />REMARKS <br />KHEADER <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <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 />20X26 <br />18 X25} <br />S.H. <br />13 <br />20X38j <br />18 X37 <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 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />j 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />434 <br />27 j X 50 j <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 <br />S.H. <br />434 <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 1 X 26 <br />36 } 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 4 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 i <br />S.H. <br />33 <br />54X38 <br />524X37j <br />S.H. <br />34 <br />54 X 50 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />(D <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET �H SEE SN SHEET <br />aim <br />140 MPH WMEN6 <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 />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 />CD <br />35-SH <br />O H.B. <br />A <br />AREA TA B U LAT I O N <br />C <br />S3 <br />1ST FLOOR LIVING AREA 1817 <br />E <br />y <br />LIVING TOTAL 1817 <br />E <br />0 <br />21'-5" 16'-3" 5'-0" -0" <br />37'-8" 6-0" 15'-0° <br />GARAGE 427 <br />59'-4" <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />0 <br />0 <br />8 <br />U <br />N <br />O <br />INSULATION REQ. <br />LOCATION <br />R-VALLIE / TYPE <br />N <br />EXT ONC WALL <br />R-4.1HIGH 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 />N <br />w <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE /LIVING) <br />U <br />z <br />- o <br />z� <br />z <br />Q <br />a <br />Cz <br />w_ <br />A <br />.V <br />OW <br />E <br />NZ� <br />U <br />o6 <br />m N <br />W <br />1,.;;~ <br />E M <br />C14 <br />_.X' <br />U"w <br />tm <br />� <br />Q <br />v <br />B D• <br />vc10 <br />� <br />i�� <br />• <br />N N <br />Z LU cyi N z fi z <br />.O <br />W .N a <br />_ <br />W <br />z <br />o C3< <br />LL # 4�/It� Q <br />C`�YApp;N V N O/ O <br />•� �� Ft)� � G.CdIM. <br />z <br />Cj• + �-) 01 C+V <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. 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 />Z <br />Lo <br />Lu <br />za <br />a <br />Uj ix <br />UZ <br />ODUO <br />Z WaqZ <br />tE z <br />zW <br />z <br />_jp[� <br />Wog <br />� 0 <br />J <br />� N <br />CL <br />8 Z <br />>o <br />O <br />cl° <br />�� <br />O <br />U <br />�, 3 <br />O <br />O <br />w <br />= <br />u <br />T <br />�� . <br />0 <br />J <br />0 <br />UoC <br />O <br />a<W� <br />Q <br />d. <br />t_oo <br />z <br />$� <br />J <br />Ln <br />UJ <br />Lj <br />Z <br />a z <br />�a~ <br />z <br /><V)8 <br />m <br />O <br />00ui <br />= <br />a <br />rn <br />.--i <br />a <br />cn <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 />