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VARIES, 2" LESS THAI <br />CABINETS BELOW <br />7111�ROR- <br />i <br />H <br />fb <br />ib <br />E:1 <br />RANGE <br />KITCHEN <br />-�� MIRROR <br />II - <br />O <br />it o ib <br />Cl) <br />MASTER BATHROOM <br />KITCHEN <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 0 <br />24" TOWEL BAR <br />TOWEL BAR IN <br />ON WALL ABOVE <br />TUB OR SHWR. <br />TOILET <br />TOWEL BAR <br />ON BATHROOM WALL <br />o <br />oo- <br />TOILET <br />4 <br />SHWR. o 0 <br />VALVES <br />SOAP I <br />PAPER O <br />I HOLDER 4 <br />rt q <br />o <br />o <br />FIN. FLR. N <br />BATHROOMS, SHOWERS AND TUBS <br />O <br />TUB <br />a' <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />11 <br />BATHROOM 2 <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />16" FOR LINEN <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />O FINISHED CABINETS <br />o <br />COUNTER TOP 30" H BASE <br />b O <br />°D <br />Q CABINETS <br />00 <br />o <br />oo <br />r <br />O <br />O 2x <br />> <br />FRAMING <br />1/2" GYP V M N <br />[- <br />V <br />? <br />BOARD <br />FIN FIR. <br />FIN. FLR. <br />SHELVING <br />x ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />0 <br />N <br />ca <br />WIRE SHELF @ -� <br />+54" A.F.F. <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />DRYER VTE <br />HANSON BOX @� <br />36" A.F.F. <br />EXTERIOR WALL <br />W/ 2x4 WALL z w <br />PAD OUT a <br />UJ <br />� OQJ U <br />U �U <br />80_ >W <br />7.-�zo: <br />v <br />4-- <br />HB <br />gr,,_n„ <br />12'-0" <br />13'-0" <br />8'-3" T-9" <br />1 V-8" <br />AC PAD <br />OHB <br />35-SH <br />■ ■ <br />■ <br />- <br />■ <br />■ <br />- - - - - - - - - - - - - <br />I <br />- - - - - - - - <br />■ <br />-NOOK <br />I <br />■ LANAI <br />8'-8" FLAT CLG. <br />8'-0" FLAT CLG. <br />AFF I <br />CD TILE <br />I <br />12'-4" I <br />■ <br />_ <br />O6068 <br />I <br />-.. _ - - -. � � <br />SIN <br />■ <br />I <br />v <br />I II <br />� � II <br />I II <br />■ <br />0 LL,LO <br />o o <br />0 a <br />IR 3 I <br />o � zo <br />^1N <br />-- ; <br />FAMILY <br />■ <br />F o - ID I <br />8'-8" FLAT CLG. <br />■ <br />Ip I <br />CARPET <br />I� <br />2,-2" T-741 ,_14"-- <br />iTCHE - <br />- <br />2468 _ 8'-8" FLAT CLG. <br />TILE <br />cn CV <br />LO <br />FLOOR G.T. <br />- -- ~ REF. - -- <br />- -- <br />_------- <br />- - - - -- <br />6 = - ----- <br />5 -- NIcL-A <br />5'-74' <br />3 <br />2x4 <br />2 <br />DINING <br />■ <br />STUDS / (3) 16d <br />S W (3) <br />GG <br />■ <br />1 NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 09 <br />CARPET <br />_ <br />0 � <br />4' 2a <br />42" H 1/2 WALL <br />OR RAILING PER <br />LS-3 <br />SPECS <br />FLOOR G.T. <br />■ <br />- - - -- <br />- - - - - - - <br />- - - - - - <br />- H <br />V. <br />C7 <br />U <br />(3) 2x4 #2 SPF <br />■ <br />O N <br />STUDS w/ (3) 16d <br />O `' <br />IJ <br />U- <br />NAILS @ BASE <br />1 <br />- - - - <br />4068 ARCH <br />P <br />D• S3 ti�6� <br />�'8d� 8'-8" CLG. <br />(3) 2x4 #2 SPF <br />- TILE <br />STUDS w/ HTT16 <br />co <br />N <br />TP <br />PE NK 0 <br />o AT BASE ■ <br />`° FOYER <br />W LAU <br />Q <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. <br />TILE S4 <br />�. <br />LE �. <br />TILE <br />H1 <br />SW <br />o <br />1T-10" <br />BUILDER TO 35 <br />10 <br />EDGE OF SLAB 2"-J <br />PROVIDE APPLIANCE <br />BEYOND WALL ■ <br />_ \ ` J_ <br />PROTECTION WHEN D1 <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />o0 <br />TO BE FLUSH. FIELD <br />8'-8"CLG.A.F.F. <br />G.T. VERIFY_-- <br />I <br />------- <br />I <br />------------------ <br />"CLG. A.F.F. <br />- - - - - - - - - - - - - - - <br />(JENTRY <br />w wr__� <br />w o����_ATTIC <br />'-0" <br />Z I <br />°L----���J <br />GARAGE <br />FLAT CLG. AFF <br />- - - - - - <br />U <br />14 <br />11 <br />8'-0"CLG. A.F.F. <br />>o§00 <br />TYP. @ SINGLE o <br />STORY <br />A (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />4' 4" 1'-4" <br />r- - - - - - - - - - - - - - - - - - <br />I <br />I <br />I <br />- - - - - - - - - - - - - -1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I K <br />I <br />I <br />I <br />I <br />I <br />S4 TYP. @ <br />I <br />I GARAGE <br />I <br />O I <br />16070 OVERHEAD DOOR <br />16-0" <br />V-8" <br />5'-8" <br />19'-4" <br />25'-0" <br />l'-4"X1'4" "L" <br />/ SHAPE <br />CMU <br />COLUMN <br />C9 <br />N <br />O <br />CV <br />50 <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />co <br />O <br />0 <br />CO <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 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 />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH SEE SN SHEET <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 />182X25 <br />S.H. <br />13 <br />20 X 38 g <br />18 1 X 37 3 <br />S.H. <br />14 <br />20 X 50 <br />1812 X 50 <br />S.H. <br />15 <br />20X63 <br />181X62z <br />S.H. <br />16 <br />20 X 72 <br />18' X 71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 8 <br />26 x 37 d <br />S.H. <br />1 H4 <br />27 a X 50 8 <br />26 x 50 <br />S. H. <br />1H5 <br />27' X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 2 X 25 112 <br />S. H. <br />23 <br />37 a X 38 e <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 a <br />36 � X 50 <br />S. H. <br />25 <br />37 J X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 1 X 71 1/2 <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 � X 25 <br />S.H. <br />33 <br />54 X 38 8 <br />52 1 X 37 4 <br />S. H. <br />34 <br />54 X 50 a <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 2' X 711 <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. @ 8'4" 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 <br />2073 S.F. <br />GARAGE <br />396 S.F. <br />LANAI <br />104 S.F. <br />ENTRY <br />32 S.F. <br />TOTAL SQ. FT. <br />2605 S.F. <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 />jR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - B <br />SCALE: Y4"=1'-0" <br />(P 7: O <br />7 <br />eV <br />! J <br />W00 <br />-� <br />C <br />!'S_- <br />la- Y <br />- <br />L` i <br />- <br /><� <br />L ? 0 N <br />u W��_� <br />to A O O <br />>>11 0LU <br />r/r.7 <br />P S10 <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />Q <br />E ao <br />o ih Q <br />�+ N <br />O N J <br />. <br />VO4 <br />0 <br />7 a0 rn # LL W <br />M <br />cn n r- w a <br />M V <br />.4N <br />rn fn <br />LL jj a-�Ir <br />�co <br />o <br />Z <br />_ 06 <br />v <br />LLL <br />�g O~w <br />- N 'D IY O -J <br />co <br />0 CID <br />Q <br />Z <br />LLW <br />co a <br />N �Z IYh O <br />ZOU <br />Un vOi <br />W <br />El El El <br />z N O <br />o <br />z m <br />Q � a <br />J- <br />2 <br />� <br />r <br />M <br />N <br />z <br />0o <br />1 <br />LL <br />' <br />T <br />J <br />0 <br />U0 <br />w o <br />U � <br />W <br />J <br />� E <br />L <br />U oO <br />W I <br />� N <br />O <br />�Q <br />O <br />M <br />a <br />Z <br />M <br />J <br />w <br />o <br />Z <br />< <br />� <br />u- <br />EI <br />o <br />Wo <br />'o <br />o� <br />� �� <br />O <br />Xo <br />< <br />o p <br />gz <br />a z <br />CV L <br />woo <br />5 w <br />¢omo <br />�Y <br />o <br />zU3lof <br />to <br />aro <br /><w <br />Zo <br />N <br />W <br />a <br />c�-� <br />o< <br />wo <br />co <br />a Z <br />o� <br />w= <br />J <br />o <br /><< <br />;o <br />IU <br />V <br />¢ <br />zlo <br />3 <br />N O <br />J <br />>M <br />Crn <br />cc <br />cc <br />C9 <br />a� <br />L <br />LO <br />CID �} <br />V <br />T- <br />:3 T <br />It <br />�'` <br />Q <br />Cr Y <br />Ir- <br />U) m <br />0 <br />O <br />o <br />Ln <br />04 <br />Q <br />N <br />T <br />N <br />m <br />� LO <br />N <br />o <br />Z <br />z <br />E T <br />v; <br />`m <br />c <br />a <br />U 1 <br />Q 0 <br />� <br />JOB <br />NO: <br />22-02365 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />