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cr <br />M <br />17 <br />0 <br />3 <br />a <br />S3 <br />O <br />35-SH <br />' <br />CAFE <br />FAMILY ROOM <br />VG <br />.= <br />�\ <br />VAULT. CLG. <br />CARPET <br />I <br />CARPET <br />PATIO <br />T <br />= <br />) <br />M <br />\\ T <br />� <br />00 <br />\t -- <br />------------------------------------ <br />----- <br />2:12 SLOPE <br />I <br />I <br />I <br />I <br />i <br />I <br />9'-0" <br />I <br />3'-8" <br />2'-8" <br />4'-3" <br />6-10" <br />T-7" <br />5'-0" 1�- <br />I <br />G <br />R <br />ER VENT <br />S3 <br />TH <br />RU ROOF <br />T <br />1`01 <br />I <br />rL- �T-------J-1 <br />M <br />(4) 2x4 #2 SYP <br />law <br />low <br />I D.W.I O O <br />STUDS W/USP7,, <br />L <br />_ 24 le <br />.a <br />HTT4@ BASE <br />1-2" j. <br />1 <br />g• 8" 51 <br />1 <br />q <br />N <br />I <br />OWNER'S <br />SUITE <br />' ' <br />' <br />8'-0" FLAT CLG. I <br />=W P NT <br />Y <br />N <br />TI E <br />CARPET <br />Cl? T <br />LG. <br />RA G <br />In � <br />9. <br />79 <br />JO <br />9 <br />TYP @ 1 STORY <br />I <br />5-SH <br />c' <br />O <br />4 <br />4 <br />A <br />- <br />S3 <br />60" X 36" <br />R&S <br />SHOWER <br />a'-3 " <br />3'-8" <br />I <br />D <br />FIBERGLASS <br />SURROUND <br />uj <br />� <br />4068 B.F. <br />LO <br />N <br />' <br />A <br />O <br />- <br />2668 <br />-------R&S - - - <br />2668 <br />0. <br />BATH <br />.... <br />M <br />'-0" <br />FLAT <br />CL.G. <br />0 <br />W.I.C. <br />TB <br />00 <br />8' " FLAT I <br />BEDROOM <br />200 <br />CARPET <br />AC PAD <br />Alf <br />' <br />O <br />8'-0" FLAT CLG. <br />CARPET <br />_______ __ <br />R&S T <br />4-SH <br />T <br />EGRESS <br />25-SH <br />6O <br />S3) <br />M <br />I <br />I <br />B <br />068 <br />_ I <br />ENTRY <br />8'-0" FLAT CLG. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />eH2> <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 91 /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 71/4" <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 />20 X 26 <br />18 j X 25 } <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />184X62} <br />S.H. <br />16 <br />20X72 <br />184X71 j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X381 <br />26x37 <br />S.H. <br />11­14 <br />27JX50i <br />26x50 <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 />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 381i <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <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 J X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 1 <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 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 Gass 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 />Al 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 />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />F <br />+26.6 / -32.2 <br />OH SEE SN SHEET <br />66uzT <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 />00o 4-SH m <br />to CD <br />I <br />I <br />1 <br />IX-o'. <br />C14 2'-4" C14 <br />11'-10" <br />9'-e <br />WALL LEGEND <br />BEDROOM 4 <br />I <br />8'-0" FLAT CLG. <br />w = °P <br />CARPET I <br />w M O <br />MASONRY HGT. @ 8'-0" A.F.F. <br />I= <br />1 u- <br />` " <br />TYP. 2x FRAME WALL <br />col m <br />^ <br />oal 00CID <br />rot <br />I <br />0 <br />BEDROOM <br />I <br />INTERIOR BEARING WALL <br />I <br />I <br />8'-0" FLAT CLG. <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />I <br />l <br />CARPET <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />I <br />I <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />1 <br />EGRESS <br />SYSTEM <br />25-SH <br />AREA TAB U LAT I O N <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />T-10" <br />20'-8" <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />FLOOR PLAN <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />Me ELEV- B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: V4"=1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />NS Eo• <br />C : •_� (b o <br />••' <br />40 <br />F1.0 <br />RO F <br />E S S%O` <br />f111l1111t,1 <br />To the beat of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential Bth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of ft drawing pages bearing <br />Engineer's signature and seal. <br />W <br />o <br />co, <br />0 <br />L4F <br />C., N J <br />7u1� J # W <br />0) <br />yn� LLLLa <br />4r, w vi <br />cJo U. 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