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-- <br />TL L. <br />I L III...H <br />TEMP BIP <br />SHOWER <br />ENCLOSU <br />ON CURB <br />WIRE SHELF <br />coo ® o0000 <br />WASHER DRYER <br />(OPTIONAU (OPTIONAL) <br />LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />KITCHEN - <br />K2 INTERIOR UNITS <br />REINFORCE WALL <br />@ 3F" A.F.F. <br />FOR POSSIBLE <br />GRAB BAR PERADA <br />FLEX ROOM <br />SHOWER <br />REO, <br />REINFORCE WALL @ <br />1T TO 19" A.F.F. <br />FOR POSSIBLE <br />WALL HUNG <br />BENCH SEAT <br />PER ADA REQ. <br />Mgt ADA REQUIREMENTS - <br />BATH <br />❑00000 O <br />DW <br />32 2 0" 32„ <br />■di <br />■ ■ ■ <br />- - - - - - - - - - - - - - - - - - - - - - I <br />EGRESS <br />LANAI <br />9'-4" CLG. AFF <br />CONCRETE <br />OWNER'S <br />SUITE <br />9'-4" FLAT CLG. <br />CARPET <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />VERIFY <br />12'-11 <br />2868 <br />17 <br />5'-114' <br />2868 <br />rn <br />0. BATH I I <br />DD- <br />9'-4" FLAT I WIC I <br />CLG. 1 '-4" FLAT CLG1 <br />TILE ( 05 <br />CARPET 1 9 o <br />�I IN <br />3' 4 AV <br />I <br />I <br />0 &)I <br />8„ 5,.413'-34„ 2,_8„ <br />60"x36" <br />SHW . AN <br />TIL O 1---- - `° ao <br />T A.F.F. R&S �a iv <br />- II <br />II <br />II <br />r` <br />I co <br />FLEX <br />I I `6` <br />ROOM 0) ;; N <br />9'-4" FLAT CLG.00 <br />I T <br />t- CARPET I I ca <br />2,-4„ <br />5'-6" <br />SIM. w/ SYP C <br />STUDS @ 12" <br />S3 <br />5'-042" i <br />Q.C. <br />r <br />D o <br />5-SH <br />s3 <br />N <br />H5 <br />2868 - <br />----- <br />2868 <br />1 <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 />_ <br />TILE <br />C <br />R&S <br />N <br />2868 <br />2668 <br />BF <br />41 <br />"2868 <br />__.FD. <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />VERIFY <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />EGRESS <br />(2) 25 SH <br />10'-10" <br />8080 S.G.D. <br />O <br />LIVING <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />■ <br />3 <br />'-1 <br />13'-04" { <br />4 10 <br />DINING <br />9'-4" FLAT CLG. <br />CARPET <br />I <br />CV <br />10 <br />cM <br />_7„ <br />I <br />:J.6----- <br />- - <br />- - <br />I <br />/ <br />o <br />p <br />1 <br />o \• <br />�5P <br />r� <br />p° <br />K2 a <br />W <br />O <br />I <br />p, <br />�`__� <br />KITCHEPJr <br />1 <br />9'-4" FLAT CLG. <br />I <br />w/ STUDS G TILE <br />I <br />I <br />@ 1?" O.C. S3 <br />REF <br />I <br />3,-4„ <br />Id.to <br />5,_0„ <br />2,_ <br />„ <br />Q <br />I <br />BF 1J�21068)N <br />XS4D2068 <br />5-SH <br />LO <br />H7 <br />N72868 <br />I <br />�I <br />LAUN, <br />1 <br />HANSON BOX <br />9'-4" FLAT CLG. <br />@ 36" A.F.F. <br />TILE <br />1 <br />DBL. <br />01 <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 />OW.H. <br />PROTECTION <br />.61 <br />WHEN REQUIRE <br />j CX'l <br />PER FBC <br />FOYER L-"a <br />CD <br />9'-4" FLAT CLG. <br />c� <br />TILE <br />T 3068 <br />G.I. <br />1 <br />ENTRY <br />- <br />10 <br />9'-4" CLG. A.F.F. <br />N <br />CONCRETE <br />_ <br />1-CAR GARA <br />E <br />- - - - - - - <br />9'4" FLAT CLG. AFF <br />CONCRETE <br />_ <br />-------- - <br />--- <br />01 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K I 1 <br />I <br />S4 I <br />I <br />I ' O <br />I <br />I <br />I <br />■ 8070 GARAGE DOOR <br />1'-10" 8'-0" <br />■ <br />V-6" <br />60 <br />00 <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H 1 (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 3/4" 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=295 0 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <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 />18 X25 <br />S.H. <br />13 <br />20 X 381 <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20X72 <br />181X714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25J <br />S.H. <br />11-13 <br />271/4X38J <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <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 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38 s <br />52 J 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 4 X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 J 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: YV=1'-0" <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 />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH 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 1-318" 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 Silts <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'-0" 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 />LOCATfON R-VALUE /TYPE <br />EXT CONC WALL R-4.1 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 />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />rye <br />� W <br />o <br />u ate. t� �LLJ <br />C.) V I <br />G l9 N <br />- �m>c <br />L.L. <br />{A N t <br />O J <br />X <br />at <br />cis c <br />� <br />e G <br />& u 'r Q <br />s 3 m <br />L <br />N' <br />'1r 2P. G O <br />� T <br />E <br />0 0 <br />U <br />cf;. <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 Building Code - <br />Residential 7th Edition. 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N <br />Z <br />W <br />ON <br />z <br />E m <br />E <br />� <br />FLU <br />Q p <br />� <br />JOB <br />NO: 22-06575-06570 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />