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3 <br />m <br />Ln <br />0 <br />Ln <br />Ln <br />`v <br />U)) <br />0 <br />.a <br />Q <br />J <br />cV <br />cD <br />cD <br />0 <br />I <br />CV <br />i <br />rY <br />m <br />00 <br />0 <br />r") <br />Ln <br />LC) <br />L <br />0 <br />) <br />0 <br />a <br />J <br />cV <br />0 <br />cV <br />N <br />L( ) <br />Cr <br />U) <br />0 <br />C <br />3 <br />Q <br />N <br />C) <br />E <br />!- <br />0 <br />0 <br />C <br />J <br />N <br />LZ <br />`o <br />U <br />0 <br />c <br />U <br />2 <br />i <br />a <br />0 <br />J <br />r7 <br />tV <br />cV <br />O <br />LO <br />0 <br />O <br />(L <br />N <br />O <br />Lo <br />04 <br />0 <br />M <br />0 <br />164" 31'-8" I. <br />1 <br />TYP @ 2 STORY VERIFY METER <br />S6 O S3 LOCATION WITH T-O" <br />2BUILDER <br />5-SH <br />H.B. <br />EGRESS 5-SH 16" DEEP <br />� FIBERGLASS � S I p VERIFY OCATION <br />iv SURROUND I PANTRY w K TYP. <br />S3 ELECTRI AL PANEL <br />w o S4 <br />- I o �Ic FLATCLG. 1 t F - TB 2' in 11'-4" TIL€ 6'-12' 21'-0g" <br />TP i = ---- - - - +- <br />PLUMBING I <br />LINE TO I <br />BATH 3 N SECOND I I <br />2x ALL FLOOR I I <br />8'-8" F T CLG Z GG <br />°R �d, j6rS z S3 2' 0" I <br />_ BEDROOM 6 2868-S.C, 2 CAR GARAGE <br />TYP @ 2 STORY PLUMBING 6 WALL �` 8'-8" FLAT CLG. AFF I O <br />LINE To 8'-8" FLAT CLG. H2 o <br />p SECOND CARPET o I <br />N J FLOOR EDGE OF SLAB 2" Q I <br />S6 ' 31"X34" P.L. 1.8E �- BEYOND WALL I O = I <br />2668 W/ HTT4 @ BASE- _ I I H <br />HDR AT T-4"Lij <br />I CC W/O > <br />----- <br />S3 UPLIFT I o <br />4'-0" - - - - _ coIL <br />o I <br />w I V <br />I M I I <br />RANGE <br />PATIO;,, 4 3 0 2-2 _ _ T <br />- 14'-0" 5'-10" <br />CAFE <br />o v 26'-4" KITCHEN H E N fy OR <br />W I BUILDER TO PROVIDE 21'-8" 1 <br />APPLIANCE <br />o 8'-8" FLAT CLG. 8'-8" FLAT CLG. t- I PROTECTION WHEN I I <br />Fo O 00 CARPET TILE O REQUIRED PER FBC I NOTE: FINISHED I <br />o SINK WI DISP LO I I 2'-6" I WALLS TO BE FLUSH. <br />o 1 L- VERIFY IN FIELD. <br />F----i > o---------- <br />I D.W. I <br />I i ' <br />3L_ 2' _J 19 S3 <br />fir-----------� I . <br />I II - <br />1 .-- <br />� I <br />6-10" 4'-2" 2'-3" 0FOYER 3068 <br />8'-8" FLAT CLG. O I <br />LL <br />I <br />19"G21" 3 4" 3'-72' 4, 1 " LO 6'4" 4'-5" 4'-4" 1-0" <br />N I I NTRY I <br />+42"SLOPING ��� I -HDR AT T '_8" FLAT CLG. -4" - I <br />HALF WALL - - - _ - - - _ 8 <br />1 GG H2 <br />S3 <br />to <br />2 <br />0 111 - `°-3 STOR. <br />M FAMILY RM -- 6SLOPECLG. <br />37"X34"P.L.1.8E 4 <br />8'-8" FLAT CLG. W/ HTT4 @ BASE -- -- <br />CARPET ---- 6 4 _ FLEX <br />I ? 8'-8" FLAT CLG. Cl)O <br />811 CARPET M <br />- - - - - - - <br />z_ � Q <br />GG TYP @ 2 STORY <br />GG S3 <br />S3 <br />PAD AC PAD co +42"SLOPING S6 <br />HALF WALL <br />II <br />H.B. D D <br />TYP @ 2 STORY S3 1 S3 <br />J <br />S6 8 <br />0 <br />0 <br />0 <br />HEADER SCHEDULE <br />HEADER SIZE <br />REMARKS <br />FMARIK <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <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 />- - <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />H6 <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 />20X26 <br />18}X25} <br />S.H. <br />13 <br />20X38J <br />18JX374 <br />S.H. - - <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 } <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />11-12 <br />271/4X26 <br />26X25J <br />S.H. <br />1 H3 <br />27 114 X 38 J <br />26 x 37 4 <br />S.H. <br />1 H4 <br />27 4 X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />- <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 } 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 />37JX63 <br />36JX621/2 <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 } X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 J <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 />WA <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FIRST FLOOR PLAN - ELEV-Bl <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 112" 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 />M 1507.2 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 />DA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O G <br />SEE SIN SHEET HO 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 />1 +29.7 / -39.7 <br />WALL LEGEND <br />1 1 1 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 11B111 <br />FIRST FLOOR LIVING AREA <br />1324 <br />SECOND FLOOR LIVING AREA <br />1762 <br />LIVING TOTAL <br />3086 <br />GARAGE <br />496 <br />ENTRY <br />30 <br />TOTAL AREA <br />3612 <br />PATIO <br />24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 I LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />N <br />p <br />tV <br />a' o <br />> W <br />C N C> N <br />N N G i <br />y O r'l t <br />o <br />!V Y <br />d E Y <br />N <br />N w a) sa <br />� ci as <br />� c o <br />N T <br />N a <br />c E <br />to o <br />a � <br />z�`,lilt% i�tFtt�t <br />V <br />Y <br />... . <br />CV <br />fV <br />O <br />+may CV <br />M <br />Ln <br />' o <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />W <br />a <br />- E <br />0 <br />O coM <br />G <br />N N on <br />o c <br />T <br />W <br />cn�C, ° a <br />Q <br />a) <br />C LL <br />) W <br />M LL Lu <br />I^ <br />V <br />Z <br />_ w <br />- or, O (yYn <br />(a C 7 <br />r o <br />S <br />W <br />LL <br />N�°m w <br />N <br />NZ ¢ � <br />N <br />0Z <br />OU � o <br />Z <br />'g <br />❑ ❑ <br />N <br />gg <br />O <br />O D <br />CD <br />D <br />Q <br />ID <br />m <br />14 <br />o <br />411111111111l:1 <br />'UM <br />L e <br />O <br />�N <br />C6 <br />o <br />5 <br />'? N <br />wn <br />1 <br />C <br />L E <br />p N <br />L � Y <br />N OI <br />• <br />M <br />M <br />�w <br />� <br />Z <br />ILL_ <br />c <br />oo <br />s <br />0>Z <br />Q <br />_® <br />(D <br /><O <br />UO <br />z <br />o <br />� <br />wo <br />° <br />wwzw <br />N <br />O <br />¢o <br />K J <br />mg <br />jzd <br />U) <br />OU <br />�m <br />O <br />Z� <br />>Z <br />z <br />�' <br />z z <br />a)o <br />aQ <br />WQ� <br />U <br />¢ 0L <br />o� <br />'~-- <br />r� <br />o <br />� <br />zla <br />C C:)C <br />ILO <br />>uJ <br />'^ <br />LO <br />ni <br />m <br />^Q <br />O <br />CID T <br />N <br />CN <br />m <br />C0 <br />IUD <br />e--- <br />�--+ <br />N <br />of <br />NO <br />�I <br />00 <br />N <br />O <br />Q <br />M <br />r <br />a) <br />E <br />CD <br />_T <br />C O <br />N <br />z <br />Z <br />C <br />E <br />m <br />fSS <br />a <br />E <br />O <br />U J <br />Q 7 <br />C <br />-) <br />JOB <br />NO: <br />22-06462 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />