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3 <br />m <br />.n <br />C <br />0 <br />V) <br />M <br />011 <br />0 <br />35-SH <br />\\\ I <br />w <br />OZ <br />w <br />OZ <br />�\ <br />0�.1 <br />U) <br />NLLJ �- <br />0 <br />7:0 <br />LLJ <br />\ <br />30'-0" N <br />9N <br />in04 <br />`� <br />CAFE <br />4'-0' �,\ <br />FAMILY ROOM <br />V G <br />VAULT. CLG. <br />CARPET <br />CARPET <br />PATIO <br />co CO \1-- <br />11 <br />-------------------------------.----- <br />---- <br />In as I I <br />t° <br />I <br />_ 2:12 ) I <br />I <br />1 I F <br />1 ' <br />I � <br />T-8" 2'-8" 4'-3" 6'-10" T-7" <br />I <br />1'-5j" G DRER VENT <br />S3 TH RU ROOF <br />= H 1 n rl <br />,- <br />� <br />' a Uj <br />(4) 2x4 #2 SYP <br />I O w <br />STUDS W/USP G <br />I <br />HTT4@ BASE S3 <br />t A J <br />ej' <br />2r 6n <br />r-'Zn <br />OWNER'S <br />l <br />SUITE <br />80 <br />8'-0" FLAT CLG. 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I <br />/ CARPET I <br />I <br />t EGRESS EGRESS <br />25I 25 <br />�bI (D 0 <br />I <br />I <br />ENTRY <br />I 8'-0" FLAT CLG. <br />I <br />l <br />1 2668 I <br />'BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />I <br />I <br />I <br />I <br />I I <br />I <br />1 <br />I <br />I <br />I I <br />I <br />I <br />I <br />'0'-9" I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />GE <br />I <br />i <br />I <br />I I <br />I � <br />I � <br />1 <br />I <br />I <br />I I D <br />I S3 <br />L- - - - I ------ <br />------- - - <br />406 1 B.F. <br />A <br />S< <br />9'-84' 1 <br />EDROO 4 0 <br />8'-0" FLAT CL w = �1 <br />CARPET I � ./ <br />1 w M <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 />N6: <br />(2)- 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4' X 1'6" <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 />R.A.G. (2) - 2X4 #2 SYP W/1/2" Follow Q/S4, See Plan for <br />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 />20X38J <br />184X371 <br />S.H. <br />14 <br />20X50;3 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X62i <br />S.H. <br />16 <br />20X72 <br />184X71i <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38i <br />26x371 <br />S.H. <br />11-14 <br />274X50i <br />26x50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X71 V2 <br />S.H. <br />22 <br />37 j X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 � X 38 �' <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37'j X 50 j <br />36 4 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 />52 4 X 25 4 <br />S.H. <br />33 <br />54X38i <br />524X371 <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 4 <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. 26gage(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.G. 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 />C <br />+28.3 / -30.8 <br />+28.3 / -36.4 <br />0E <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />G <br />SEE SN SHEET SEE SN SHEET <br />1 40 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 />1 +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 />AREA TABULATION <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />427 I 32 <br />2276 I <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 - Al <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 />SCALE: 1/4 r=1 r-on <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />0 <br />a <br />0 <br />Z N O <br />d <br />� <br />N <br />to z <br />(D_ <br />Q) iz <br />LLJ <br />Q e <br />w �- <br />� f-- o <br />rJ m <br />to m <br />WE s <br />� S <br />_ <br />d <br />Y <br />=. <br />Q <br />M 0)U) <br />m <br />N <br />i <br />o CU Pk <br />UA <br />©W <br />Z V _Cn! o <br />r .• '�• . <br />E <br />_ 0 <br />IL°. <br />• <br />OFEWOC,`d� <br />/`c�tFttitittt``�@ <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 />o <br />cry <br />[h <br />R <br />J <br />� � <br />� <br />W <br />Z <br />� <br />lJ <br />Eo <br />ap <br />r� <br />�v <br />Fcu- r0 <br />oLL <br />X� <br />z® <br />00 <br />z <br />O <br />N <br />L <br />°z <br />wooer <br />4 <br />�z <br />a Z <br />MZ�� <br />- <br />Z <br />�Z <br />Wo <br />m� <br />� J <br />i7 ,f°y <br />o <br /><w <br />s w <br />0z <br />W <br />o� <br />Z <br />o <br />Jz <br />�~ <br />;o <br />CDa <br />�t <br />0 <br />c 0 <br />0 <br />N <br />4``� <br />,/ <br />_ <br />N <br />? <br />T- <br />0 <br />C <br />CN <br />r <br />� o o�T+�^^ <br />_j O <br />Y/ <br />N <br />T_ Ci± <br />M M <br />T <br />E <br />M <br />M N <br />o <br />E Q <br />E <br />a <br />0 _j ¢ o' <br />JOB <br />NO: 19-5333 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />