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VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />� <br />VARIES <br />w_ / <br />MEDICINE q <br />CABINET '0 <br />o, o, <br />LL Q LL Q <br />O � (V <br />M C11M 7 m <br />0 <br />00 <br />KITCHEN <br />0 <br />cQ <br />-10 <br />MIRROR <br />0 <br />o E0 <br />o <br />O. BATH <br />1 <br />mill <br />I 111 <br />ILI <br />KITCHEN <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />I <br />TOILET <br />PAPER <br />r HOLDER <br />(V <br />SyWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD <br />TOWEL BAR IN <br />TUB OR SHWR. <br />Lu <br />- <br />SHWR. <br />VALVES _ <br />a °o <br />SOAP LO J <br />o DISH U <br />rO o <br />ff TUB <br />rn <br />SINGLE <br />ROD <br />BATHROOM 2 <br />I <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />36 H BASE <br />0 <br />0 <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />4 <br />CABINETS - <br />00 <br />u- <br />SIN <br />4 <br />O <br />2x <br />�? <br />°y <br />FRAMING o <br />0 <br />9 <br />1/2" GYP CV V <br />BOARD <br />FIN, FL <br />4 <br />4 <br />FIN. FLR. <br />x . <br />0 <br />N <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS_ <br />SCALE: 1/4" = 1'-0" <br />WIRE SHELF @ -� <br />+54" A.F.F. <br />PLUMBING LINE -� <br />TO SECOND <br />FLOOR <br />KIMMAXC�TIIIIAM <br />HANSON BOX <br />36" A.F.F. <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />z w <br />PAD OUT <br />z <br />U -J <br />Q <br />�U <br />OU <br />w <br />Eo= <br />>w <br />4- <br />HB <br />0 <br />7F,,-n„ <br />12'-0" <br />13-0" <br />8'-3" 3'-9" <br />AC PAD <br />O <br />HB <br />35-SH <br />� <br />NOOK I <br />- <br />- <br />LANAI <br />I <br />I <br />_8.8' f CLG.--_ <br />8'-0" FLAT CLG. <br />AFF <br />TILE <br />I <br />- <br />-- <br />12'-4"it <br />H. O6068 SGD <br />I <br />i <br />b <br />� <br />I <br />I <br />_ <br />_ <br />II <br />n. <br />O �R 0 <br />- <br />Z 3 I <br />z <br />bN <br />-- <br />�' ' <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />2--1 ill <br />3 " a <br />r <br />- <br />2468 _ 8'-8" FLAT CLG. <br />= <br />? I 1'-0" TILE <br />rn <br />&4 f <br />FLOOR G.T.- <br />_LO <br />_ <br />~ REF.--- <br />------- <br />_- <br />_ <br />6 <br />I <br />iv <br />5'-74 , <br />3 <br />2 <br />(3) 2x4 #2 SPF <br />DINING <br />STUDS w/ (3) 16d <br />GG <br />- <br />1 <br />NAILS @ BASE <br />8'-8" FLAT CLG. <br />0 <br />S3 <br />S3 eo <br />CARPET <br />3'-3" <br />42" H 112 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />- <br />- - - <br />----6 <br />C7 <br />U <br />(3) 2x4 #2 SPF <br />it <br />I O N <br />STUDS w/ (3) 16d <br />I0 M <br />U- <br />NAILS @ BASE <br />1 - <br />4068 ARCH <br />P W D R <br />- <br />GG <br />D. <br />S3 <br />_ <br />2�8 8 8 CLG, <br />(3) 2x4 #2 SPF - <br />Ogg$ <br />TIAE <br />STUDS w/ HTT16 <br />I <br />T11 <br />Q AT BASE <br />- 'n <br />-PE NKLAUN_- <br />FOYER - <br />8'-8" FLAT CLG. Q <br />S4 <br />8'-8" FLAT CLG. <br />TILE <br />H1 <br />I <br />SW <br />TILE <br />r <br />- <br />T 24' 4'-0" <br />1 T-10" <br />BUILDER TO <br />35 <br />6'-74' <br />10 <br />EDGE OF SLAB 2" <br />.- _ <br />"' <br />-_- <br />PROVIDE APPLIANCE <br />D1 <br />BEYOND WALL E <br />_ L!_L 1 <br />PROTECTION <br />REQUIRED <br />WHEN <br />PER FBC <br />NOTE: FINISHED WALLS <br />00 ' <br />TO BE FLUSH. FIELD <br />I M I <br />8'-8" CLG. A.F.F. <br />G.T. VERIFY_----- <br />I <br />- <br />----_-- <br />------------------ <br />_ <br />8'-0" CLG. A.F.F. <br />- - - - - - - - - - - - - - <br />I <br />I I <br />W W <br />UJ z Or_--�5471 <br />JENTRY <br />'-0" FLAT CLG. AFF <br />m_;=_ATTIC <br />; <br />GARAGE <br />------ <br />Ix 0 L <br />- J <br />8'-0" CLG. A. F.F. <br />> -J00 <br />_ _ _ - <br />TYP. @ SINGLE N <br />STORY <br />4'-4" 1'-4" <br />A <br />S3 <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />r- - - <br />I <br />I <br />I <br />- - - - - - - - - - - - - - --- <br />--------------I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />I <br />I <br />I <br />I <br />I <br />I <br />S4 TYP @ <br />I <br />j <br />I <br />GARAGE <br />I <br />O I <br />- 16070 OVERHEAD DOOR <br />V-8" <br />16'-0" <br />1'-8" <br />5'-8" <br />19'-4" <br />25'-0" <br />1'-4"XV-4" "L" <br />SHAPE CMU <br />COLUMN <br />C� <br />N <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <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 11 114 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 92 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 />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />D <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET O 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 />+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 />18�X252 <br />S.H. <br />13 <br />20X383 <br />181X373 <br />S.H. <br />14 <br />20X50$ <br />182'X50 <br />S.H. <br />15 <br />20 X 63 <br />18 2 X B2 2 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />i H3 <br />27 1/4 X 38' <br />26 x 37 d <br />S.H. <br />1 H4 <br />27 a X 50 $ <br />26 x 50 <br />S.H. <br />1 H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <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 />3742X3838 <br />36�X37314 <br />S.H. <br />24 <br />37 � X 50 a <br />36 z X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 z X 62 1/2 <br />S.H. <br />26 <br />373X72 <br />36 X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2'WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 z X 251 <br />S.H. <br />33 <br />54 X 38 3 <br />521 X 37' <br />S.H. <br />34 <br />54 X 50 s <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />521 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <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 />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 />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 />(GARAGE / LIVING) <br />I R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - A <br />'d <br />4 � � ce) <br />N 00 X <br />,r <br />N y <br />(� O O <br />co <br />fL <br />�>LU <br />z ilug - ,,.... <br />♦44�t�s13� <br />, <br />v C <br />i FL <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CD <br />W E I <br />a C, M8 Nr- <br />- LQ <br />0 .2 <br />=�co. , w <br />n_ <br />W rn r_ r= ° LL w <br />J LL w a �y <br />13 a <br />z _ p 0 <br />m c <br />,.cc co 0 0 F- w <br />of 0 <br />W rog�� <br />a <br />Z L0 M z Y p <br />unW <br />N <br />U <br />z Q 0-j U) <br />W ❑0❑ <br />CD <br />Z N c) <br />o g <br />cOto <br />Z N <br />a <br />WOWa <br />- N <br />M <br />V) <br />v c� <br />-I--' <br />(� w <br />0 - � <br />w o <br />t!1 � <br />N = .) <br />U c <br />1 „ J <br />_ E <br />8 <br />= L <br />U o 2 <br />c co <br />o <br />° <br />�A <br />N <br />I� <br />o <br />co <br />w <br />M <br />o <br />Z <br />�¢ <br />IJ1 <br />ca E <br />W 0 <br />�z <br />> <br />a� <br />az <br />z <br />Wff <br />f� <br />mo <br />X U <br />Uo <br />Q U <br />�z <br />Z <br />O <br />3 <br />N <br />az <br />o <br />wo <br />dz <br />¢w <br />a? <br /><o <br />mo <br />C _ <br />- a <br />wa <br />,o <br />o <br />zz <br /><w <br />z <br />_! <br />! <br />r� 22 <br />N <br />; wZ <br />p <br />6 <br />gz <br />W <br />Q <br />w <br />�2 <br />a <br />to w <br />YK <br />c� <br />�� <br />� <br />w <br />w <br />U_' o <br />Illllllll� <br />v <br />w <br />oN <br />a <br />°3 <br />�C) <br />> co <br />J <br />0 <br />rn <br />a� <br />co <br />`v It <br />co <br />T' <br />= T <br />CT <br />� <br />V /1 CJ <br />0 <br />N <br />(� <br />N <br />N <br />� <br />Q N <br />T <br />ui <br />m <br />.T N <br />co iri N <br />o <br />z <br />z <br />E T N <br />`a <br />c <br />a. <br />E <br />U -J Q p <br />JOB <br />NO: 22-02363 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />