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r <br />TEMP BIP <br />SHOWER <br />ENCLOSU <br />ON CURB <br />WIRE SHELF <br />000 ® <br />0000 <br />WASHER <br />DRYER <br />(OPTIONAL) <br />(OPTIONAL) <br />Z( I � LAUNDRY <br />OWNER'S <br />SUITE <br />9'4' FLAT CLG. <br />CARPET <br />3 <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />P-1 <br />VERIFY <br />12'-114' <br />5'-114' <br />286$ 2868 <br />000000 0 `° <br />0. BATH <br />DW o 9'-4" FLAT <br />CLG. <br />TILE U <br />-- Ca <br />- 3'-0" <br />2" 2-9" g2 2 0" 32' <br />v <br />- TI <br />KITCHEN - T <br />K2 INTERIOR UNITSZ( <br />_ <br />FLEX ROOM <br />a <br />SHOWER <br />REINFORCE WALL @ <br />tT TO 19' AF.F. <br />FOR POSSIBLE <br />WALLHUNG <br />BENCH SEAT <br />PER ADA REQ. <br />2x6 BACKING <br />REINFORCE WALL <br />@ 3T AF.F. <br />FOR POSSIBLE <br />GRAB BAR PER <br />ADA REC. <br />Mgt ADA REQUIREMENTS - <br />BATH <br />CN <br />CD <br />INTERIOR HOMES 119 <br />- <br />SHOWER OPTION BATH 2 00 I <br />LANAI <br />9'-4" CLG. AFF <br />CONCRETE <br />10'-10" <br />8080 S.G.D. <br />�I <br />7O <br />CD / 3 <br />L0 <br />WIC <br />'-4" FLAT CLG <br />I Ca <br />CARPET <br />I Ir o <br />v r <br />1 <br />I <br />I <br />3' <br />N <br />LIVING <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />T- <br />13'-04" <br />DINING <br />9'-4" FLAT CLG. <br />CARPET <br />I I M /%�� O <br />FLEX O I I I - � I I � r(� o <br />II <br />ROOM II II _ <br />9'-4" FLAT CLG. I I N oo l i r - o w I p <br />CARPET I r c%� III D/W I K2 f Z r <br />KITCHEN <br />- <br />II <br />4'-9t' I I 9'-4" FLAT CLG. <br />5'-6" 4 I w/ STUDS G TILE <br />SIM. w/ SYP G @ 1�" O.C. S3 REF <br />STUDS @ 12" S3 "v 5'-04" ra 3'-4" 5'-0" 2'-1 " <br />O.C. <br />r rr �Tr I Q - <br />S4 <br />D o 5-SH - 0 2068 BF °'�68 M - DC� N H 5 N53 o <br />5-SH H4 L <br />2868 - ----- ---- <br />HU 2868 0 <br />868 b 4 <br />(3) 2x4 #2 SPF w/ LTS 0B LAU N. I HANSON BOX <br />BATH 2 w/ 3/4" ANCHOR BOL & 9'-4" FLAT CLG. ;n I @ 36" A.F.F. <br />9'-4" FLAT CLG. (10) 16d NAILS TILE I DRYER VENT <br />TILE DBL. �� THRU ROOF <br />R&S_ _ LO in 2668 BF <br />N 2868 SC <br />2868 2668 <br />BF BUILDER TO <br />EDGE OF SLAB 2" PROVIDE <br />BEYOND WALL - - W H. APPLIANCE <br />5'-6" 4'-94' U-04" 10'-8"I\ /I O PROTECTION <br />Lm-�WHEN REQUIREX1- UPER FBC <br />FOYERI"�NOTE: FIN. WALLSTO BE FLUSH FIELD9'-4" FLAT CLG.VERIFY TILE <br />BEDROOM 2 G.T. <br />9'-4" FLAT CLG. <br />CARPET _ <br />- 1 <br />ENTRY 10 <br />r <br />94" CLG. A.F.F. C14 <br />CONCRETE 1-CAR GARA E <br />EGRESS -- <br />i - - - - - 9'4" FLAT CLG. AFF <br />CONCRETE <br />I <br />(2)25SH- - - - - - - - - - - - ------ <br />G.T. <br />- O O <br />_ I 1 <br />00 <br />I I _ <br />24" 9'-01, <br />I I <br />K I i <br />i S4 1 0 <br />I I m <br />_- I o I <br />I I <br />zi 8070 GARAGE DOOR <br />P0 ". <br />11'-4" <br />1' <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 11 114 LVL <br />2.0E Fb=2950 <br />H6 (2) -1 3/4" X 9 1/4" <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 7 1/4" <br />LVL 2.0E Fb=2950 <br />RAG <br />(2) - 2X4 #2 SYP W/ 112" <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 />182X252 <br />S.H. <br />13 <br />20 X 38 J <br />18 2 X 371 <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 2 x 62 2 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.M. <br />1H2 <br />271/4X26 <br />26X252 <br />S.H. <br />1H3 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 i <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />374aX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 4 X 38 s <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 s <br />36 2 X 50 <br />S.H. <br />25 <br />374X63 <br />362X621/2 <br />S.H. <br />26 <br />374X72 <br />362X711/2 <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 2 X 25 2 <br />S.H. <br />33 <br />54X388 <br />522X374 <br />S.H. <br />34 <br />54 X 50 a <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S.H. <br />36 <br />54X72 <br />522X714 <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: Y4"=V-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />( <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GO <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 />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 classi 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 />9'4' TOP OF MASONRY WALL <br />10'-8" TOP OF MASONRY WALL <br />1 V-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 TA B U LAT I O N <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 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 SAVE) <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 />>�o <br />N _ <br />® N <br />X <br />o Lr <br />0f3 0 N <br />Q <br />N >.. <br />3, W <br />a <br />O O <br />Xp���b@SI16lf! Ft F` <br />A <br />.� ✓°`*SSE <br />l) <br />•Y <br />�N <br />®, ` r <br />co <br />qq <br />o per <br />I.. <br />Q•. <br />f? <br />s <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 <br />7th Edition. Engineers 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 />0 E <br />a 0 co 8 <br />in.0 � J <br />M M V LL <br />/ N J <br />J -uj LL LL W <br />a <br />d <br />a c <br />f0 <br />ZV U) <br />T <br />y L- 1 o <br />W�°'°' m <br />J <br />IL L <br />< <br />N O U < L) Z <br />W El ❑ <br />0 <br />a) <br />z N Oo <br />- <br />z S <br />(1)z o <br />Q <br />J -IML <br />d � <br />r` <br />IV <br />U) z LL <br />(3) c9 0 <br />� <br />-1 LL <br />W � <br />� <br />U <br />OLJJ N <br />tNls <br />W <br />E <br />8 <br />I <br />I <br />z <br />U o <br />rn <br />m <br />�m <br />r-- <br />co <br />z <br />co <br />co <br />o <br />Q <br />LJL <br />Q E <br />ca O <br />zo <br />�o <br />>� <br />Z® <br />X� <br />�ca <br />�o <br />z <br />N <br />aoow <br />zj! <br />w <br />w z <br />�J <br />ro <br />C <br />¢o <br />z <br />-2 <br />m� <br />o <br />Owz <br />� <br />�m <br />z <br /><w <br />a <br />z <br />pn <br />z <br />�w <br />W <br />U <br />Sao <br />r <br />� <br />o� <br />�3 <br />J <br />o <br />Jz <br />OF <br />� <br />�t <br />1. 1a <br />za <br />o <br />3 <br />=N <br />0 <br />> LO <br />� <br />B <br />O <br />O <br />LO <br />O <br />r <br />r <br />00 <br />� <br />co 0 <br />Q <br />M <br />� <br />t <br />00 <br />U <br />O <br />m <br />Q <br />_ <br />O <br />CD <br />N <br />C= <br />N <br />O <br />Q 00 r <br />d7 <br />L� <br />LO <br />LO <br />T <br />E <br />w <br />o <br />ro <br />�0� <br />Z <br />ZE <br />E <br />ca <br />a <br />U 0 <br />JOB NO: 22-03338-03333 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />