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TEMP BIR <br />SHOWER <br />ENCLOSU <br />ON CURB <br />Z( L LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />S-0" <br />- - a00000 c� <br />DW <br />2" 2'-9" 2"1[ 3 " 2'-0" <br />KITCHEN - <br />K2 INTERIOR UNITS <br />REINFORCE WALL <br />036.A.F.F. <br />FOR POSSIBLE <br />GRAB BAR PER <br />FLEX ROOM <br />SHOWER <br />ADAREO.-� <br />REINFORCE WALL <br />17' TO IT A.F.F. <br />FOR POSSIBLE <br />WALLH <br />BENCUNG <br />H SEAT <br />BENCSEA <br />PER ADA REO. <br />'-- M BACKING -Y <br />MB2 ADA REQUIREMENTS - <br />BATH <br />rAl <br />I M6 <br />-J I <br />2 25 SH <br />EGRESS <br />LANAI <br />9'-4" CLG. AFF <br />CONCRETE <br />OWNER'S <br />SUITE <br />1'-6" <br />10'-10" <br />9'-4" FLAT CLG. <br />8080 S.G.D. <br />CARPET <br />3 <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />O <br />'-1 <br />VERIFY <br />fV <br />f <br />12-114" 2868 <br />�D <br />3 <br />FP-1 <br />LIVING <br />T-O" 5'-11 „ <br />2868 <br />2868 <br />ROOM <br />I = <br />9'-4" FLAT CLG. <br />CARPET { <br />= <br />ED <br />O. BATH <br />I <br />I WIC I <br />;. <br />I <br />9'-4" FLAT <br />CLG. <br />I '4' FLAT CLG I <br />= <br />w <br />TILE <br />CARPET I <br />v <br />o <br />13._Ot„ <br />-- <br />; <br />DINING <br />J <br />9'-4" FLAT CLG. <br />KI-A„; <br />T-34" o. a. <br />T-04" <br />CARPET <br />FLEX <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />Low <br />`19 <br />CN <br />V-6" <br />SIM. w/ SYP <br />STUDS @ 12" <br />O.C. <br />4'_9T„ <br />G <br />S3 <br />5-SH r <br />5'-04" <br />= <br />M <br />S3 M <br />CV <br />- <br />-----� <br />2868 <br />868 A • <br />I <br />(3) 2x4 #2 SPF w/ LT <br />OB <br />BATH 2 <br />w/ 3/4" ANCHOR BOL <br />& <br />4" FLAT CLG. <br />(10) 16d NAILS <br />TILE <br />R&S <br />2868 <br />2668 <br />BF <br />4'-94" <br />T-031„ <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />VERIFY <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />r CARPET <br />4" <br />.-4" <br />1 <br />2868 f4 <br />-7° <br />� <br />I <br />0 <br />1 <br />I <br />O <br />I <br />o �. <br />IX <br />OAP <br />K2 c <br />W <br />I <br />p <br />I <br />o <br />D/W <br />Z <br />KITCHE <br />I <br />-- <br />IL--J <br />9'-4" FLAT CLG. <br />w/ STUDS <br />G TILE <br />REF <br />I <br />{ <br />@ 1 " O.C. S3 <br />3-4 " <br />5'-O" <br />2' <br />Q <br />{ <br />2068 BF <br />XH4 <br />°' <br />D <br />NF <br />2068 <br />c=n <br />S3 <br />5-SH <br />0. <br />1. <br />} I <br />--- <br />2868 <br />31 <br />LAUIV. <br />I <br />HANSON BOX <br />9'-4" FLAT CLG. ;O <br />( <br />@ 36" A. F. F. <br />TILE <br />Lu <br />I <br />DBL. <br />of <br />DRYER VENT <br />THRU ROOF <br />2668 BF <br />2868 SC <br />BUILDER TO <br />LEDGE OF SLAB 2" <br />PROVIDE <br />BEYOND WALL <br />APPLIANCE <br />10'-8"I� /I <br />OWH• <br />PROTECTION <br />y? <br />WHEN REQUIRE <br />j X\- j <br />PER FBC <br />FOYER LNQJ <br />O <br />9'-4" FLAT CLG. <br />N <br />TILE <br />3068 <br />ENTRY�, <br />1 <br />10 <br />9-4 CLG. A.F.F. <br />CONCRETE <br />1 -CAR GARA <br />E <br />- - - - - - - <br />9'-4" FLAT CLG. AFF <br />CONCRETE <br />_ <br />- - - - - - - - - <br />--- <br />I <br />I <br />I <br />I <br />710 op <br />I <br />I <br />I <br />I <br />I <br />- <br />I <br />I <br />K I I <br />I <br />S4 I <br />I <br />I <br />I <br />I <br />I <br />8070 GARAGEo DOOR <br />60 ::� <br />60 <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H1 (2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) -1 314" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) -1 3/4" X 91/4" <br />LVL 2.0E Fb=2950 <br />H7 (2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 71/4" <br />LVL 2.0E Fb=2950 <br />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />18JX258 <br />S.H. <br />13 <br />20X388 <br />184X374 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20X72 <br />184X71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />1H3 <br />27 1/4 X 388 <br />26 x 371 <br />S.H. <br />1 H4 <br />27 1 X 50 1 <br />26 x 50 <br />S.H. <br />1115 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 8 <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 8 <br />36 J X 50 <br />S.H. <br />25 <br />374X63 <br />36}X621/2 <br />S.H. <br />26 <br />374X72 <br />36JX711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 8 X 25 J <br />S.H. <br />33 <br />54 X 38 8 <br />52 8 X 37 i <br />S.H. <br />34 <br />54 X 50 8 <br />52 J X 50 <br />S.H. <br />35 <br />54X63 <br />528X624 <br />S.H. <br />36 <br />54 X 72 <br />52 8 X 714 <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 />UNIT 1397 - FLOOR PLAN <br />SCALE: 4"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />0 <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />UG <br />SEE SN SHEET off 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 />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 />9'-4" TOP OF MASONRY WALL <br />10'-8" TOP OF MASONRY WALL <br />11'4' TOP OF MASONRY WALL <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 UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />LIVING AREA 1400 S.F. <br />GARAGE 241 S.F. <br />LANAI 101 S.F. <br />ENTRY 21 S.F. <br />TOTAL SQ. FT. 1763 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />N <br />JI O <br />alo - U C\1 <br />d M. LL r <br />'6 O <br />G (V <br />< <br />IL <br />a-- E <br />C <br />c� <br />U'0 <br />> > d LU <br />soilllillllil,n <br />CT <br />S - '. .M <br />tK <br />� <br />f <br />Gc <br />' <br />cJ <br />104 <br />F <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and speci8cabons contained within these <br />drawings comply with the 2020 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 signature and seal. <br />a <br />W �* E <br />O <br />Q M <br />5 04N <br />0 .0d 9- <br />a � `` <br />u_ a <br />0 <br />W11 <br />reNro O O <br />°f °' <br />m <br />Z N M=Qr <br />N <br />LLW <br />(i t <br />Z CO <br />W ❑ ❑ <br />z5� <br />Z 8S <br />z <br />o <br />a. <br />to z ,g <br />(1)2 � <br />C4 <br />■ <br />N <br />�O <br />W <br />Ln <br />y4 <br />W J <br />- <br />0 <br />c <br />c <br />M <br />w <br />Z <br />2 <br />LL_ <br />zaR <br />g <br />E <br />ss <br />wj <br />� <br />EO <br />E <br />Fco � <br />� � <br />s`� o <br />Z <br />8 E <br />$ <br />mow <br />ig <br />z <br />J <br />0 <br />N <br />J <br />m <br />C <br />Q W <br />Z <br />Wp <br />0 <br />J <br />'6 <br />`Z <br />�N <br />0 <br />B <br />> In <br />co <br />0 <br />O <br />M <br />ILO <br />r- <br />L r <br />coo <br />O <br />Q <br />M <br />� <br />i <br />00 <br />_ <br />0 0 <br />Cr <br />U) 2 <br />O <br />m <br />Q <br />04 <br />04 <br />O <br />-0 M N <br />CD <br />0 <br />Q 0) <br />0) <br />4L6 <br />t <br />LO <br />o <br />z <br />E <br />a <br />_J¢ o <br />3 <br />JOB <br />NO: 22-05620-05615 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />