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POST <br />4 <br />2:12 SLOPE <br />4'-0" CEILING <br />I <br />I <br />I <br />1 <br />R <br />O <br />ib <br />2'-6" <br />I x <br />/ d I <br />to a I <br />I <br />I <br />I <br />I ENTRY <br />TO SIT DIRECTLY <br />IN CENTER W/ <br />Z51 <br />1 a <br />- - <br />Fo <br />I I <br />I <br />1 <br />D <br />I <br />I <br />I <br />8 -0" CLG. <br />USP PA44 (TYP OF <br />TWO) <br />1 <br />I <br />W'H' <br />BUILDER TO PROVIDE S3 <br />I <br />I <br />PATIO <br />I <br />II <br />1 I� <br />I <br />APPLIANCE S3 L ___________ <br />PROTECTION WHEN <br />CA <br />1 D W <br />I <br />iy <br />G.T. <br />CAFE <br />I I <br />C=J - <br />I <br />REQUIRED PER FBC <br />o <br />iv <br />O rn <br />VAULT.CLG I <br />Nt <br />C° o <br />CARPET 1 I <br />16'-5z" I <br />8'-3" <br />S3 <br />-104" 6 8 <br />3068 10 1 <br />6 <br />iv <br />_6. <br />(4) 2x4 #2 SYP STUDS FOYER <br />O I I <br />`� <br />I `? <br />`! <br />I `0 <br />`n <br />W/ USP HTT4 @ BASE <br />I I <br />TILE <br />I <br />F+4� <br />9'-6" CLG.O5'-8' <br />10"-0"1 <br />H_ _ AT 7'=4'_ <br />I - <br />----- <br />R&S <br />-TN <br />- R&S <br />R&S <br />TYP @ 1 STORY <br />�� <br />I <br />W.I.C. <br />J 166 <br />R&S N <br />A <br />S3 <br />(4) 2x4 #2 SYP STUDS _ <br />I - <br />� <br />o0 <br />N AHU 8'-0" CLG. I <br />4068 B.F. <br />~1 <br />4068 B.F. <br />TYP @ 1 STORY <br />W/ USP HTT4 @ BASE - <br />h CARPET I <br />2668 0 <br />A _P <br />2668 <br />r <br />3 -" rt� 8, 2. I cc <br />8' 0,. 2, 4.. 4' 2., <br />3, <br />8, o-.. <br />S3 <br />OWNER'S <br />1 � <br />BEDROOM00 <br />M <br />SUITE <br />1 <br />ITN <br />8'-0" CLG. <br />5-SH (0 <br />16" DEEP N <br />1 <br />8'-0" CLG. <br />CARPET <br />BEDROOM 2 <br />- <br />AEIIIIIIIIIIIITr <br />CARPET <br />LINEN C <br />8 -0 CLG. <br />in <br />N " <br />I <br />CARPET <br />c=n O <br />60"x36" <br />r^ <br />N <br />_ <br />- <br />�� <br />SHOWER =N <br />"' <br />TI <br />0 <br />15'-04" <br />M <br />3 0" " <br />10' 4" <br />5 <br />JE <br />8-52" <br />TILE <br />T <br />I BERG LAS <br />URROUN <br />� <br />PAD <br />31 �o <br />o o <br />0 <br />P - <br />FIBERGLASS00AC <br />�� URN <br />I <br />I <br />H.B. <br />TYP @ 1 STORY <br />A <br />S3 <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) - 1 314" 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 <br />18 X 37 <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 -1 <br />S.H. <br />16 <br />20 X 72 <br />18 j X 714 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25� <br />S.H. <br />11-13 <br />271/4X38j <br />26x37 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />27jX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27jX72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <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 1 X 50 j <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 />37jX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />524 X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 371 <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 />54X72 <br />5271X71 <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 />CZanarni Kintac <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 />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />QE <br />+26.6 / -28.0 <br />OF <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 1 <br />+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 11131"1 <br />25-SH 1ST FLOOR LIVING AREA 1555 <br />O LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />22'-10" <br />TOTAL AREA 2005 <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 />FIRST FLOOR PLAN g <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: %4'=1 `I <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />mot` <br />0 <br />C <br />N <br />z o <br />z V <br />o <br />z <br />Q V, <br />_I M <br />� N <br />M <br />N <br />VJ _ LL <br />Cli Y <br />Ca LL, oD <br />o a <br />j[ <br />TC+ <br />0 LI., <br />c E <br />zN N <br />o <br />� � <br />w <br />�- m E <br />O <br />= <br />U 'o N <br />Q ° 8 <br />° <br />Sm <br />N N <br />o� N <br />Z <br />IX -�� o� <br />� a �LL <br />_ z a <br />4` yCf) <br />•�� <br />0ulli� <br />"`5 <br />h� <br />m k!P a J <br />• <br />V �� <br />4 <br />To the best of the Engineers 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 />M <br />J <br />N a <br />w <br />z <br />12 <br />M <br />J <br />0 <br />E y <br />o <br />o <br />wz <br />¢ <br />» <br />z8 <br />oa <br />C6O <br />H <br />xU <br />UO <br />a U <br />C <br />O E <br />o <br />a ¢ <br />z <br />wo <br />0 <br />¢0 <br />O <br />a z <br />J <br />L <br />N C:y <br />u>o <br />0 <br />O LL <br />rz <br />N J <br />2 3 <br />< <br />�w <br />zo <br />cl�w <br />a 3 <br />U <br />0� <br />< <br />Qo <br />=K <br />- <br />O <br />Z <br />�¢ <br />H <br />yo <br />c <br />zl< <br />a <br />° <br />r= <br />> M <br />L <br />N <br />/ <br />LO <br />> <br />r <br />0 <br />co <br />U <br />p <br />LO <br />I <br />LO <br />r <br />i Lo � N <br />M N r. <br />T <br />M ce) <br />T <br />o <br />Z <br />Z <br />E <br />E <br />cc <br />d <br />U Q p <br />JOB <br />NO: 19-5334 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />I�� -- iT 11 <br />