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T* <br />FF <br />66-0" <br />A /4)H.B.T <br />�IIC]IIIIIIIIIIIIIIICI��IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]11lIIIIIIIIIIIIIIC]IIIIIIIII�IIIIIIC]11!IIIIIIIIIIIIIIC]111111�=�1�11111..1111111111111111111�1 <br />■ <br />a <br />• <br />CARPET <br />No <br />/7 <br />�■PROVIDE <br />• <br />0---s, PROTECTION <br />WHEN REQUIRED <br />FBC <br />2 CAR GARAGE <br />CARPET <br />L <br />;IL`l�i9i�APPLIANCE <br />�r <br />112111'�#��1&MMiHPER <br />LI <br />■1/M .:.:IM.LMMMMMI <br />__IIIIIIIII1I�IIIIIi�ll�lllllli�{i:�1_ <br />■�.i■■fl■II■■■1■I <br />NEWSOME! <br />BASE <br />1 <br />FAMILY RM <br />CARPET <br />23'-0j" <br />HANSON <br />\8' <br />BOX @ 36" <br />A.F.F. <br />HRU -•• <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />�. <br />1 <br />S3 STUDS W/ US <br />0 <br />NOTE: FINISHED <br />WALLS TO : <br />FLUSH. VERIFY IN <br />M009 <br />Emrq� <br />I= <br />to <br />STORY <br />� <br />® ■ <br />Lj <br />O <br />. / <br />■■III■DRYER <br />��et <br />��•�I. <br />■ <br />� '�■ <br />■ <br />mim• <br />- <br />■I' <br />■���■' <br />11< <br />■�■IN <br />1 <br />��- <br />P•1 <br />■'■■I.�■.'.■ <br />'r�■\-�,_'�___ <br />-■� <br />:1 <br />D5068 - • <br />��������� <br />� <br />�JIIIIIIIIIIIIC]i11111111111[]IIIIIIIIIII� <br />LO <br />CO <br />co <br />•- <br />CARPET <br />I'■■■■■■■ <br />I'■■■■■■■'■■■' <br />BEDROOM <br />CARPET <br />_ <br />BEDROOM 3 <br />CARPET <br />_-. <br />__ <br />4068 <br />CARPET <br />- <br />■� <br />, • <br />A <br />IIII,�■�. <br />_ <br />1_��i��■�■■■■ <br />01, <br />■IL�3�I_I� <br />o <br />I._11111111111111=1111C]��1111111_11111111111111_11111111111111•.IIIIIIIIIIIIIIIIC]�I_111111111111'11111_11111111111111111_I�C]1111111.:I1111111111111111_Ililil111111111_11111111111111 <br />i��l <br />■__ <br />• - <br />■■■!!!_II <br />FEE <br />011\1\ <br />■Ili■■■� <br />• • <br />El-- <br />- <br />_ <br />H.B. <br />25-SH <br />EGRESS <br />0 <br />25-SH <br />EGRESS <br />0 <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 />W5 <br />(2) -1 314" 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 />18JX25} <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />184 X 62 } <br />S.H. <br />16 <br />20X72 <br />18jX71} <br />S.H. <br />11­12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 4 X 50 1 <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />11­16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 j X 25112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 j X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 } X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 } <br />S.H. <br />33 <br />54 X 38 � <br />524 X 37 � <br />S.H. <br />34 <br />54 X 50 j <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 } <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />1 79 X 59 <br />1 N/A <br />S.H. <br />FIRST FLOOR PLAN - Al <br />SCALE: %4'=1'-0" <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 />OA <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 />O <br />+26.6 / -28.0 <br />) <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET O 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 />+34.0 / -44.8 <br />WALL LEGEND <br />i1111111111111111 • • • <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 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />I:1Lei:1J <br />EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 1 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />0 <br />0 <br />0 <br />0� <br />z <br />z <br />z g <br />Q v <br />a � <br />N z <br />_U <br />�M <br />C1 <br />o <br />0U:��= <br />O.. <br />0�: <br />'® H <br />U � <br />0 <br />a w <br />s <br />N <br />Z W „LLr o <br />w <br />ie <br />LU <br />0 a <br />', <br />Iz: : _jh6 _1 <br />0 <br />�+ <br />,• <br />s 5 O <br />ffVi� °R <br />O F E SS'O �•�+ <br />��"111 <br />rtttt o�`��ti <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. 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 />o <br />w <br />M <br />E <br />� <br />z <br />9N <br />t3. <br />E <br />os <br />�� <br />U <br />2® <br />oa <br />w¢ <br />08 <br />z <br />o E <br />E <br />N <br />�o <br />�=H <br />o <br />$2 <br />¢� <br />z <br />Vi <br />- <br />O J <br />O <br />y. <br />..1 <br />O <br />°LL <br />ai <br />I <br />8 <br />o <br />�W <br />W <br />az <br />y z <br />r� <br />x <br />= F <br />J <br />g <br />CD <br />°zla <br />08 <br />�° <br />a <br />chi 3 <br />c O <br />124 <br />^L' <br />`W <br />� <br />N <br />.-. <br />O <br />a <br />C0 rn <br />N <br />V <br />Z 0 <br />L J <br />Q) <br />(0N <br />r <br />ti <br />E <br />CO <br />M N <br />CN �' <br />c <br />Z <br />O <br />a <br />U _j Q p <br />JOB <br />NO: 19-5904 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />