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3 <br />v, <br />m <br />Do <br />PO <br />C <br />M <br />J <br />LD <br />LO <br />CK <br />I <br />3 <br />m <br />0 <br />�S <br />Q <br />J <br />c <br />3 <br />Q <br />0 <br />c� <br />E <br />E <br />0 <br />0 <br />v <br />0 <br />U <br />i <br />a <br />O <br />N <br />N <br />Z <br />iu <br />a <br />N <br />N <br />\ <br />L <br />co <br />S <br />3 <br />O'Im 1 V-4„ I <br />c=n W <br />" cr <br />W BEDROO 5 <br />H1 <br />8'-0" FLAT CL6. <br />6 CARPET <br />D2 <br />I <br />u_ <br />0o m <br />In 00 <br />TYP @ 2 STORY <br />JEJS6 <br />TP 00 <br />_ co <br />T-4" l 3'4" L. <br />afEGA <br />J TYP @ 2 STORY O H1 D2 <br />S6 <br />2 SH <br />I EGRESS <br />2 " 12'-02° <br />I -ILL: <br />o BEDROOM 4 <br />I d' <br />I 8'-0" FLAT CLG. <br />t� CARPET <br />I <br />I <br />I <br />I� <br />I <br />I� 00 <br />I N <br />I <br />2068 B.F.1 <br />R&S LINEN <br />TB -- <br />SH <br />2 DEEP <br />Lu <br />...... w t =O <br />8'-0" FLAT CLG. „ . <br />TILE I I T E <br />IN I <br />`/�' (� I <br />2 - ! 2668 t► r • (• �-+ • OPT. D P <br />C 8'-0" FLAT CLG. <br />I. CARPET <br />a oo cc <br />in <br />to p ZI N CV <br />v :3 2068 B.F. - - - - - - - - - - - - - - - J HANSON BOX <br />R&S 36" A F C <br />2868 <br />H <br />I" OWNER'S SUITE <br />O 8'-0" FLAT CLG. <br />CARPET <br />I <br />A <br />W <br />M <br />Cr <br />W I r <br />H1 <br />6 I <br />D2 <br />2 ' 21" <br />2 <br />I <br />�^� TYP @ 2 STORY <br />/ 3 \ S6 <br />DRYER VTR <br />411 106 <br />75011 <br />m <br />00 <br />8 <br />F_ <br />+42" SLOPING <br />HALF WALL <br />3'-72 T-11" <br />1 <br />8 <br />42'-0" <br />48'-0" <br />5' <br />" I <br />rr,M411Nr,, I Li <br />NOV <br />I <br />H <br />LOFT <br />'LL <br />8'-0" FLAT CLG. <br />OO <br />CARPET <br />I <br />1 <br />D2 <br />EXT. WALLS TO BE <br />3 <br />D2 <br />TYP <br />2X4 #2 SPF @ 16" <br />CORNERS <br />O.C. U.N.O. <br />U.N.O. <br />14'-0" <br />io <br />BEDROOM 2 <br />I <br />8'-0" FLAT CLG. <br />60, CARPET <br />3 <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET w incc <br />W N <br />I H1 <br />6 <br />D2 <br />3 <br />D2 I <br />ROOF G.T. <br />'4 <br />0 <br />TYP @ 2 STORY <br />J <br />S6 <br />=o <br />CV <br />6'-0" <br />A- <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 />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />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 4 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20X501 <br />18}X50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1H3 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 251 /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 J X 50 J <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 J <br />S.H. <br />33 <br />54 X 38 iJ <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 624 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 J <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 />SECOND FLOOR PLAN - ELEV-B1 <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 <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <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 <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or 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 />AO <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH SEE SN SHEET <br />140 MPH wimmm <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 +29.7 / -39.7 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <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 "B111 <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1762 <br />LIVING TOTAL 3086 <br />GARAGE 496 <br />ENTRY 30 <br />TOTAL AREA 3612 <br />PATIO 24 <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 />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />H <br />o <br />o <br />� <br />ci Q o <br />N <br />-eamx <br />s. <br />LA <br />N C - d <br />C13 C <br />fyA $ OV t <br />4 rd N <br />3 = aJ Y <br />a► Q- .= aJ <br />"s Er = <br />a) 0�Q <br />3 cc <br />= E <br />19 0 <br />a <br />0 <br />". <br />J�+'ilc fl `j <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 2020 Florida Building Code - <br />Residential 7th Edition. 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