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• <br />I <br />1® <br />O <br />m <br />KITCHEN <br />MIRROR <br />0 <br />co 0 <br />r; <br />a <br />ih 0 <br />0 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />T <br />MI <br />VARIES <br />i, <br />oil11 <br />O <br />lir <br />KITCHEN <br />0 <br />co <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD p.- <br />w <br />f <br />m- <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />TOWEL BAR IN <br />TUB OR SHWR, <br />--� <br />VALVES o 0 <br />MEDICINE <br />CABINET <br />TOILET ro <br />PAPER <br />SOAPDISH <br />I HOLDER <br />4 <br />o <br />QZ 02U. <br />o <br />9- CV > <br />co <br />TUB <br />FIN. FLR. <br />BATHROOMS. SHOWERS AND TUBS <br />a <br />J <br />n. <br />w <br />w <br />a <br />F- <br />x <br />c� <br />w <br />0 <br />so CJ7� <br />U <br />a <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />16" FOR LINEN <br />12" FOR PANTRY <br />42' H UPPER <br />CABINETS---, <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />CABINETS <br />OVERHANGSTHAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 1. <br />E 36 H BASE <br />0 FINISHED CABINETS <br />o COUNTER TOP 30" H BASE o O <br />CABINETS oo o co 0D <br />LL �iN r <br />C <br />to in a T-2" <br />O O 2x <br />M co i? FRAMING 9 <br />{' '° o <br />1/2" GYP N n N N <br />? BOARD <br />FIN. FLR. <br />CLOSETS / LAUNDRY SHELVING x ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS_ <br />SCALE: 1/4" = V-0" <br />0 <br />CV <br />1'-4"Xi'-4" "L" <br />SHAPE CMU <br />COLUMN <br />50 <br />N <br />u <br />'I T-0" <br />LANAI <br />8'-0" FLAT CLG. AFF <br />In' All <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />NOOK <br />8'-8" FLAT CL( <br />TILE <br />S6 `' 8'-8" FLAT CLG.._ <br />TYP. @ 2 TILE _0 <br />STORY. SEE _ FLOOR G.T. -� ! <br />JJ/S6@-------------- --- -REF- - <br />STEMWALL i� ----- - <br /><V <br />T-74„ <br />DINING (3)2x4#2SPF <br />STUDS w/ (3) 16d <br />8'-8" FLAT CLG. NAILS @ BASE GG <br />CARPET C? S3 <br />CO TYI <br />_ 42" H 112 WALL T-3" <br />OR RAILING PER <br />MUl FLOOR G.T. SPECS <br />O------------(3)2x4#2SPF- <br />STUDS w/ (3) 16d ~ <br />NAILS @ BASE _ a I P <br />o � � <br />CO (3) 2x4 #2 SPF ` <br />- STUDS w/ HTT16 <br />AT BASE <br />FOYER <br />8'-8" FLAT CLG. <br />TILE <br />0 <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />_T <br />N <br />-� - <br />I 00 <br />I of <br />I <br />I � <br />I � I <br />ENTRY1 <br />FLAT CLG. AF <br />" I A, All <br />AC PAD <br />I = <br />U) <br />16 <br />15 <br />13 <br />12 <br />11 <br />10 <br />44'-2 <br />8 <br />6 <br />!_ 4068 AR PWDR �6 -- - <br />GG I <br />8'-8" FLAT CLG. j 86 S3 W. <br />TILE rl 8 <br />I <br />iTP o° ! <br />_- <br />LALIN Ia <br />° Q 8'-8" FLAT CLG. D' <br />i S4 TILE <br />I <br />- sw H 1 <br />6-74' 4'-0 7, 24„ <br />W.H. <br />EDGE OF SLAB 2" BUILDER TO <br />F BEYOND WALL D1 PROVIDE APPLIANCE <br />PROTECTION WHEN <br />NOTE: FINISHED WALLS REQUIRED PER FBC <br />TO BE FLUSH. FIELD <br />-VERIFY_.- G.T. 8'-8" CLG. A.F.F. <br />_- <br />8'-0" CLG. A.F.F. J <br />Z w <br />O z <br />P54 x2Y= ---� Q °Q <br />(ATTIC p Q <br />GARAGE LALCE4,- -_-J >- 11 <br />00 w <br />cC)ui v TYP. @ SINGLE > LL j <br />STORY <br />(SEE AA/S3 FOR rA <br />STEM OPT.) S3 <br />r---------------------------------- I <br />I I <br />I I <br />I I <br />I , <br />I I <br />I I <br />I I <br />I K i <br />TYP. <br />YP @ S4 <br />I GARAGE i <br />I O I <br />------------------------------- <br />- - - - - - - - - - - - - - - <br />16070 OVERHEAD DOOR <br />V-8" 16'-0" 1' <br />AAl A" <br />EXTERIOR WALL <br />W/2x4 WALL <br />PAD OUT <br />/- HANSON BOX @ <br />36" A.F.F. <br />-DRYER VTE <br />,-PLUMBING LINE <br />TO SECOND <br />FLOOR <br />WIRE SHELF @ <br />+54" A.F.F. <br />w w <br />w Z J <br />�0m <br />X U 0 <br />U <br />LU >�� oo� <br />60 z <br />90 <br />60_ <br />HB <br />0 <br />N <br />CD <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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <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 />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET 0 SEE SN SHEET <br />wk <br />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 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />181X252 <br />S.H. <br />13 <br />20X38$ <br />182'X373 <br />S.H. <br />14 <br />20 X 50 a <br />18 1 X 50 <br />S.H. <br />15 <br />20X63 <br />181X622 <br />S.H. <br />16 <br />20X72 <br />182X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X252 <br />S.H. <br />11-13 <br />271/4X383 <br />26x37a <br />S.H. <br />1 H4 <br />2714 X 50 $ <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />SM. <br />11-116 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 a X 26 <br />36 1 X 25 1/2 <br />S.H. <br />23 <br />37 a X 38 a <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />374X504 <br />362'X50 <br />S.H. <br />25 <br />37 4 X 63 <br />3612 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 2' X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 � WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 251 <br />S.H. <br />33 <br />54 X 38 8 <br />52 2 X 37 4 <br />S.H. <br />34 <br />54 X 50 a <br />52'X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2' X 62 z <br />S.H. <br />36 <br />54 X 72 <br />52 2' X 71 <br />S.H. <br />39X59 <br />40X 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 <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 fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 S.F. <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 />I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - ELEV-A <br />SCALE: Y4'=V-0" <br />0 <br />CV <br />0 <br />-o <br />UJ <br />o c <br />-.omac <br />a a <br />C <br />n C-4 <br />=ate <br />CDo;.4c <br />a. <br />do o <br />M <br />CV <br />0 <br />CV <br />0 <br />0 <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 Florida <br />Building Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />rn <br />W <br />4 <br />It EE <br />p <br />,8 o <br />0 <br />o? °� co <br /># <br />M <br /><n 04 <br />a <br />0 <br />c;M� <br />C LL <br />-J <br />cc � a <br />Z <br />w <br />-ca Cq a W <br />y .- Cr o <br />m C'4 O <br />8�pj6S <br />W <br />Z <br />Co Ci on <br />N N Z Q J <br />Z <br />O U U co <br />W <br />❑ ❑ <br />V M <br />z, N th <br />o o <br />N <br />z � � <br /><c _ <br />a 7 <br />t� <br />z o <br />08 <br />_ 1 <br />l���, <br />T <br />Cli <br />UJ M <br />_ 8 <br />rI O <br />V) <br />L.Ug <br />n <br />C3 CLT <br />a.0 m <br />F J E <br />i <br />L U <br />d <br />i7 p N <br />Lv U) d <br />DD Y <br />O <br />® Q <br />N CA <br />r_ <br />0 <br />J <br />W <br />M <br />Z <br />Q <br />LL <br />Zz <br />�o <br />T N <br />Q� <br />E ® <br />�z <br />oa <br />I- <br />C <br />Xg <br />w�CLo <br />a E <br />p< <br />S� <br />Q <br />4J <br />C 0ru <br />h <br />44 <br />4 Q <br />w <br />W W <br />CA)z <br />�< <br />om0 <br />m � <br />J <br />Nm <br /><° <br />aw <br />�z <br />N <br />Jo <br />� <br />ii¢ <br />2 <br />av <br />Z <br />w <br />Q� <br />'0 <br />�O <br />0 <br />= <br />> C`7 <br />�- <br />m <br />ca <br />C0 LO <br />T <br />:3 N <br />C- <br />LO <br />_ <br />Q <br />CT <br />o <br />N <br />ca <br />J <br />a--+ <br />o <br />LO <br />0 <br />IL <br />-�d <br />O <br />C)m <br />o <br />Lr) <br />N <br /><C <br />o a <br />E <br />C° LOZ <br />M <br />Z <br />r <br />N <br />E <br />U <br />B <br />a <br />J <br />Q <br />J <br />JOB <br />NO: <br />23-04904 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />