Laserfiche WebLink
M <br />L0 <br />r- <br />0 <br />IZ <br />LZ <br />N <br />00 <br />0 <br />0 <br />00 <br />54'-0" <br />A <br />H.B. S3 <br />TYP @ 1 STORY <br />0 <br />25-SH <br />AC PAD <br />I <br />�1 x° <br />O <br />Y� <br />FIBERGLASS o� MO <br />SURROUND N <br />'r' <br />IBERGLAS <br />- <br />15'-04" <br />_ 1„ <br />- <br />URRRppI1N <br />3'-D <br />_ 1„ <br />10'-4" - <br />o0 <br />2' <br />O <br />r; <br />O <br />1,N <br />60"x36" <br />"' <br />TILE <br />_ <br />N <br />A <br />O- <br />I <br />SHOWER <br />r <br />' <br />TL <br />N A <br />N coM <br />OWNER'S �N <br />LIN <br />N <br />BEDROOM 3 <br />BEDROOM 2 <br />SUITE <br />16" <br />DEEP <br />N <br />I <br />8'-0" CLG. <br />8'-0" CLG. <br />_, <br />8 -0 CLG. A,1 <br />1 <br />CARPET <br />CARPET <br />CARPET <br />8 <br />( <br />q in 1 <br />8'-0" 2'-4" 4'-2„ 3, „ <br />8'-04„ <br />3, 32„ <br />(4) 2x4 #2 SYP STUDS <br />�sr V V . 1. C . I <br />2668 <br />2668 <br />S3 <br />A <br />S3 <br />I <br />W/ USP HTT4 @ BASE <br />T AHU 8'-0" CLG. <br />I <br />4068 B.F. O <br />4068 B.F. <br />TYP @ 1 STORY <br />TYP @ 1 STORY <br />00 <br />`N CARPET 1 <br />=o W 166 <br />- R&Si <br />N <br />R&S <br />o <br />R&S N <br />R&S �nio <br />5'-8' <br />10 4'-0"I <br />- - - - - <br />20 <br />8 <br />H AT T-4" <br />G I <br />I <br />1 <br />_ <br />(4) 2x4 #2 SYP STUDS FOy R <br />-TILE <br />I <br />I <br />1 <br />8'-62' 10 <br />1 W/ USP HTT4 @BASE <br />'-104" 9'-6" CLG. <br />qO s <br />T-48' <br />I a <br />7-g' <br />Cl <br />_ <br />_ <br />16'-2" <br />6�-8" <br />00 <br />CAFE <br />K <br />3068 <br />° <br />C7 <br />`O <br />(D U) 11( <br />VAULT. CLGI <br />S3 <br />0 <br />0 <br />__ <br />III <br />I II;tD.W <br />I <br />I <br />en <br />,� <br />PATIO <br />1 <br />CARPET I <br />I <br />----------- <br />T <br />BUILDER TO PROVIDE <br />APPLIANCE G.T. <br />1 <br />o <br />III <br />I <br />11 <br />- - _jW.H. <br />( <br />I <br />iv <br />PROTECTION WHEN CC I -----------Til <br />S3 D <br />REQUIRED PER FBC 1 <br />q <br />c� <br />4'-0" <br />2:12 SLOPE <br />I <br />I o <br />I <br />O <br />2'-6" <br />_ <br />1 <br />- I S3 <br />, N U v� <br />I <br />ENTRY <br />0 <br />_ <br />O <br />Y <br />z <br />CEILING <br />I <br />11 <br />1 1 ° 1 <br />1 0 <br />60 <br />X <br />1 a cal <br />8'-0" CLG. <br />I I <br />1 1 <br />I <br />I <br />I <br />9'-6' <br />�L; <br />I <br />1 I m <br />CLG. <br />I <br />K <br />1 I <br />I <br />I <br />I <br />I <br />I <br />c" <br />I <br />I <br />C=JJ�..•• <br />2 <br />2„ <br />I <br />216„ <br />S3 <br />1 I 1 <br />, 1 20'-04' I <br />I <br />I <br />-I- _j <br />1 <br />T�; <br />II O <br />I O <br />° <br />I <br />I <br />I <br />N <br />AN RY o <br />EDGE OF SLAB 2" I Q <br />BEYOND WALL I = <br />I <br />I <br />I <br />l O <br />o <br />o <br />0 <br />__ <br />=W <br />1j? <br />I <br />I <br />/�------- <br />OPT. <br />co <br />I <br />I j <br />I <br />I <br />rn <br />/ r <br />REF. <br />-----�: <br />(o <br />r <br />o <br />lI <br />lI <br />OA M <br />N <br />16" DEEP <br />YER VENT <br />X <br />2 CAR GARAGE <br />THRU WALL <br />/ FAMILY R M <br />- -- - <br />HANSON BOX <br />8'-0" CLG. I <br />I <br />' <br />I <br />I <br />- 8„ <br />15'-02„ <br />- <br />@ 36" A. F.F. <br />20'-04 , <br />175 <br />I <br />a <br />I <br />/ <br />/ CARPET <br />I <br />Lu <br />CV <br />CN <br />I 1 <br />I <br />I <br />I <br />I <br />N <br />z <br />:3- <br />D <br />S3 <br />1 <br />I <br />t <br />I <br />I <br />I <br />I <br />2868 <br />TI <br />E <br />2868 <br />o <br />- - - - - - <br />I <br />CV <br />A <br />S3 H.B. <br />TYP @ 1 STORY <br />46' <br />6'-8" L1'-4" <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20 X 38 j <br />18 4 X 37 j <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20 X 72 <br />18 � X 71 � <br />S.H. <br />11-12 <br />271/4X26 <br />26X25j <br />S.H. <br />1H3 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 j <br />26 x 50 <br />S.H. <br />1H5 <br />27�X63 <br />26X621/2 <br />S.H. <br />11­16 <br />27JX72 <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 j X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j4 X 50 g <br />36 4 X 50 <br />S.H. <br />25 <br />371X63 <br />36jX621/2 <br />S.H. <br />26 <br />37 j X 72 <br />36,21 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 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 1 <br />S.H. <br />34 <br />54 X 50 j <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 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 & 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 />OA <br />+29.7 / -30.8 <br />OB <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />( <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />T OHSEE SN SHEET <br />6iuz <br />H <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 "A1" <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 45 <br />TOTAL AREA 2008 <br />INSULATION REQ. <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 />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />00 <br />�u <br />0 <br />CM <br />_ o <br />z <br />40 <br />C0 <br />Q) <br />cn <br />a---J L u <br />.O <br />,,,Ln <br />m <br />QE <br />i- <br />(� <br />0 M <br />r- <br />m N <br />W Epo <br />F- <br />cm m <br />M <br />_ U <br />T _-0v. <br />O O N <br />) N1 <br />L LL_ 00 <br />Uri <br />o <br />Q rn <br />fl- o <br />L. av <br />rn Q o <br />AI <br />B D® <br />N c B D C <br />��Kuso <br />N � <br />s�� o <br />o a <br />` a�MopZ W Z <br />U Z LV <br />P_ <br />Q N LL o o W w <br />N N a W <br />LU .. <br />ZLL'OF <br />,I <br />`- yN[�� RC <br />,-�, <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />0 <br />Ln <br />0 <br />w a °d <br />U Z 0 O <br />U <br />r <br />OO? <br />W <br />d L O <br />ono <br />w <br />V W N <br />ED <br />L <br />Z LA <br />o <br />i U <br />� <br />Oz <br />O <br />Z <br />JJ <br />l� <br />v <br />Ln <br />LL <br />O <br />' `A' <br />- • <br />^ <br />a <br />V <br />w <br />µ°wmoo <br />O <br />U a <br />M R- <br />k <br />w <br />aa£� <br />8 <br />z <br />z <br />� <br />,-I <br />zo <br />Lu a 2 <br />LU <br />J <br />Ln <br />r-I <br />tii <br />= 4 z <br />NQLua <br />Uj <br />Q <br />z <br />Yu'01z <br />N <br />tO <br />Z <br />Z <br />Cezo <br />ao <br />0 <br />Ck <br />: <br />_ <br />w <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 3ol <br />SHEET NO. <br />1.0 <br />���■1111�11■III■�EIIIII�II■lTl'11111f11lARil91AAl�I>n�ll■ <br />