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TYP @ 2 STORY <br />50!_011 <br />®r <br />�im DO <br />L <br />P <br />4'-2" 1IT-1 1" 51-2H 18'-4" 8'-5" -------------- ------ <br />0 <br />H.B. <br />6068 S.G.D. <br />TE <br />ilf=� <br />35-SH <br />. ................ . ........................................ <br />35-SH <br />35-SH <br />EGRESS <br />AC PAD) <br />C <br />SS <br />0 FIBERG 2LA <br />SUR UND <br />T <br />BEDROOM 2 <br />T 8'-8" CLG. <br />F�MILY RM PLUMING CARPET <br />STACK <br />8'-8" CLG. _E- <br />CARPET <br />0 <br />2 8 , I <br />8 T-15" 6-10j'I =a: <br />Lu <br />4 Z 2068 <br />BI-FOLD <br />I I <br />(2)2068 <br />2668 BI-F( <br />00 AHU W. 1. C <br />(3) 2 X 4 # 2 ca <br />ce) ------- <br />SPFSTUDS 7' 7 8'-8" CLG. <br />+42 SLOPING <br />HAL� WALL <br />T R&� <br />H1 <br />(4)2X4#2 C <br />UP 16R >_ cc 1(3)2X4#21 <br />SPFSTUDS-\ ES3 SPFSTUDS M 12X4#2SPF <br />STUDS @ 16" O.C. <br />0 <br />1 2.! 3,, 411 51 6.1 7 1 O� 11 <br />G.T. 8! 9 <br />BUILDER TO PROVIDE <br />APPLIANCE <br />PROTECTION WHEN <br />2X4#2SPF EDGE OF SLAB 2' <br />STUDS @ 16" O.C. BEYOND WALL S3) REQUIRED PER FBC <br />(3) 2 X4 #2 (3� 2 X 4 #2 <br />SPFSTUDS S F STUDS <br />3 CAR <br />GARAGE <br />KCRI� 8'-8" CLG. <br />H DR AT 8'-0" <br />50 <br />STUDS @ 16" O.C. <br />2 X 4 # 2 SPF 10-47 64 <br />4 - - - - - - --- - - - - - --- - - - - - - <br />T <br />- <br />CAFE <br />8'-8" CLG. <br />_TILE__� <br />9'-2" - <br />i.T, <br />1 <br />:i <br />D.W. <br />I- _J1 I <br />1 <br />1 <br />El I I <br />01 <br />9 <br />W <br />W <br />a <br />z <br />____0 <br />------- <br />CL <br />M <br />C11 <br />- <br />- <br />i <br />z <br />0 <br />OPT. <br />�REF;--_ <br />KITCHEN <br />- - <br />TILE <br />- - <br />__ <br />W <br />0 - <br />40 - <br />Lu <br />E'-8" =111 <br />J. Wo I <br />US <br />I ILE to QU) 1 2668 <br />BI-FOLD <br />5-SH <br />16"DEEP <br />C� <br />IJLJ <br />2:111 <br />Wo <br />go <br />101-101, <br />5j" <br />flit <br />9 EC Y Ef <br />FLEX co 8'-� I" G.G. <br />8'-8" CLG. �i <br />T LE <br />CARPET <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. VERIFY IN <br />FIELD. <br />00 <br />25-SH <br />co <br />EGRESS 25-SH 1 <br />%ETAY <br />-SL-Fk! cl n <br />7! <br />r- - - - - - - - - - - - - - - - -- <br />1 16 x 7 OVERHEAD DOO R <br />I <br />I <br />8 x 7 OVERHEAD DOOR <br />--------------- <br />--------------- <br />2 _N 9. T L-0 OR- _A_B VT <br />K <br />2'-0" <br />6-6" <br />T-10" <br />Z-101" 4'-4- <br />2'-0" <br />8'-0" <br />2-4- <br />A" <br />T Y P @a) <br />GARAGE <br />16-0" <br />2'-0" <br />12-4- <br />8'4". <br />10'-8" <br />181-81, <br />50'-0" 1 <br />TYP @ 2 STORY <br />N <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2600 PSI <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2600 PSI <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.01E 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 />ADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <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 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 R302.1 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. Bid. 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 />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 SN SHEET SEE SN SHEET <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 1 <br />+34.0 / -44.8 <br />WALL LEGEND <br />I I I I I I I I I I I I I I I I I MASONRY HGT. @ 8'-8- A.F.F. <br />TYP. 2x FRAME WALL <br />1111IN-1512 " �v i �_, <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 "All <br />1ST FLOOR LIVING AREA <br />1358 <br />2ND FLOOR LIVING AREA <br />1996 <br />LIVING TOTAL <br />3354 <br />GARAGE <br />644 <br />ENTRY <br />32 <br />TOTAL AREA <br />4030 <br />INSULATION REQ. <br />LOCATION <br />R-VALLIE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 KRAFT FACED <br />FIRST <br />PLAN <br />-A <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />FLOOR <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-1 1/R-1 3 KRAFT FACED <br />SCALE: Y4"=1'-0" I (GARAGE / LIVING) <br />z� <br />C', <br />Ln 0 <br />CS <br />Q) <br />C-/) <br />4--J LU <br />0 LU <br />0 <br />LU <br />< 0 <br />01 <br />X 0 <br />A <br />C D*,) <br />z- e.;?: <br />LU <br />C JU <br />k <br />LL E na% <br />WV Si OM <br />0 F E S <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and speoffications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Enginser's signature and seal is only for <br />the structural engineering portions of the drawing pages beering <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />�yww.Lennaffairnpa.corn <br />uj <br />ow <br />ffia <br />:z <br />§z <br />1._u <br />2�� <br />< <br />CL <br />o <br />"a <br />Q. <br />F- <br />cc: <br />0 <br />z <br />N%.000 <br />0 <br />ILL <br />0 <br />> <br />W <br />z <br />< <br />U <br />U-) <br />R <br />0 <br />96 <br />U <br />117114 <br />00 <br />Mal <br />Z <br />Z <br />r,*4 <br />Ln <br />UJI <br />Lij <br />X <br />< <br />Z <br />< <br />z <br />t7j <br />0 <br />0 <br />ciii <br />Z <br />-.5 <br />LLJ <br />4E <br />X <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER_ <br />VERSION No. 3ol <br />SHEET NO. <br />st <br />"A <br />It;, <br />