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,44 T-T' T-T' <br />6-10" <br />WIRE SHELF <br />WASHER DRYER <br />(OPTIONAL) (OPTIONAL) <br />6- 1 <br />A( L LAUNDRY <br />3f <br />T-2" <br />'---TEMP BIPASS SHOW <br />ENCLOSURE ON CUF <br />EXTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />T-9" <br />2'-6" <br />11-91, <br />KITCHEN - <br />EXTERIOR UNITS <br />REINFORCE WALL <br />@36'A,F,F. <br />FOR POSSIBLE <br />GRAB BAR PER <br />KITCHEN <br />SHOWER <br />ADA REO. <br />REINFORCE WALL @ <br />17" TO 19" A.F.F. <br />FOR POSSIBLE <br />WALL HUNG <br />BENCH SEAT <br />PER ADA REQ <br />M BACKING <br />MB2 ADA REQUIREMENTS - <br />BATH <br />co <br />0) <br />Rt <br />EGRESS <br />L NAI <br />9'-4" CLG. AFF <br />CO CRETE <br />OWNER'S <br />Z-O" <br />SUITE <br />8080 3.G.D. <br />in <br />9'-4" FLAT CILG. <br />CARPET <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />VERIFY <br />C� <br />F- <br />12--1 11' <br />4 <br />2868 <br />6-11" <br />T-O" 4 <br />LI�ING <br />(D <br />U? <br />ROOM <br />9'-4" �ILAT CILG. <br />HARPET <br />0. BATH <br />9'-4" FLAT <br />C0 <br />CILG. <br />TILE 05 1 <br />7 <br />Ir WIC <br />T-4" FLAT C <br />CARPET <br />CD <br />(-A <br />,V-8" 1 <br />64"// 2'-51' <br />1 T-6" 4 <br />4- <br />60"x36" <br />HW � AN <br />IL U- - - <br />TA.F.F. R&S <br />T-6" <br />' <br />5-SH <br />306 <br />FOYER <br />Zr� <br />TR <br />9'-4" FLAT CLG. <br />TILE 1 <br />9. <br />9-4- A�- <br />REF 2068 BF <br />co <br />9'-5'*' co <br />Lu <br /><1 KITCHEN <br />9'-4" FLAT CLG. �A I STUDS <br />TILE Cd 12" O.C. -42" HIGH <br />D KNEEWALL <br />SINKw/ r-G-,� -- <br />S3 9 <br />S3 I rh <br />D/W 11 1 <br />7 1-0 <br />5-SH <br />'ILE/SH AER 668 Bill <br />'0 7'A.F - - - - - - <br />Z-843" 61-0" '4' 4'-0" <br />oil _ 1 �', <br />CRYLI t$A IN z <br />B 9'-4" FLAT CLG. <br />TILE 3068 <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN 0 <br />REQUIRED <br />PER FBC <br />r 4'-0" <br />-22vX36"`i' <br />ATTIC <br />r <br />L <br />HKIIIIIII <br />1 -CAR GARAGE <br />9'-4" FLAT CILG. AFF <br />CONCRETE <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />r- - - - - - - - - - - - - - - - -- <br />I K <br />I S4 <br />7 <br />rol <br />CREI <br />"10 <br />rA <br />DINING <br />9'-4 FLAT CILG. <br />�(,,'ARPET <br />I <br />9,-111. L0 <br />4 C\I <br />Q <br />S4 <br />1 7'-0" <br />(3) 2x4 #2 SPF w/ L <br />TS20B <br />w/ 3/4" ANCHOR B <br />DLT & <br />LT& <br />(110) 16d NAILS <br />ilt <br />= <br />'-�(n <br />U') <br />FLEX ROOM <br />U) <br />9'-4" FLAT CILG. <br />Lu <br />M <br />M <br />U) <br />CARPET <br />0 <br />LIJ <br />U') <br />C11J <br />A <br />HANSON BOX - - <br />@ 36" A. F. F. '\_S3 <br />7 <br />DB <br />c? 2668 <br />BF cf) R&S <br />U Lu <br />U) - - - <br />i <br />0 06, <br />I C), 3: "r <br />a <br />Ir <br />­4 2668 <br />2868 <br />DRYER VENT <br />THRU ROOF <br />G.T. <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />VERIFY <br />(2) <br />C? <br />10 <br />I <br />HF=AnF=PRr.HF=r)H1 F I <br />MARK HEADER SIZE REMARKS <br />(2) - 2XIS #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />IFILITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 2X1 2 #2 SYP W1 1/2" <br />FLITCH PLATE <br /><@>(2) - 1 3/4" X 11 1/4 ILVIL <br />2.OE Fb=2950 <br /><�>(2) - 13/4" X 9 1/4" <br />LVIL 2.01E Fb=2950 <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />A <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26*6 -29.1 <br />+26.6 / -33.5 <br />SEE SIN SHEET 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 />(2) - 13/4" X 16" <br />ILVIL 2.01E Fb=2950 <br />General Notes <br />(2) - 13/4" X 7 114" <br />R302.5 Dwelling/Garage Open ing/Penetration Protection <br />ILVIL 2.01E Fb=2950 <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />R302.5.1 through R302.5.3. <br />RAG FLITCH PLATE <br />Bearing Wall Call Out <br />When <br />Straps are Required <br />R302.5.1 Opening Protection <br />VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />the garage and residence shall be equipped with solid wood doors <br />REQUIRED STUDS <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />WINDOW SCHEDULE <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />R.O. CMU <br />R.O. FRAME <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />SIZE (Flange) <br />(Fin) <br />TYPE <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 />12 20 X 26 <br />184X25i <br />S.H. <br />nonmetallic class 0 or classl duct board, or other approved <br />13 20X38J <br />18 4 X 37 J <br />S.H. <br />material and shall not have openings into the garage. <br />14 20X5OJ <br />184X50 <br />S.H. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />15 20 X 63 <br />184X624 <br />S.H. <br />shall be protected as required by section R302.1 1, Item 4. <br />16 20 X 72 <br />184X714 <br />S.H, <br />R302.6 Dwelling/Garage Fire Separation, <br />1H2 27 1/4 X 26 <br />26X25J <br />S.H. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />11-13 27 1/4 X 381 <br />8 <br />26 x 37 <br />S.H. <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 />1114 27JX50i <br />26 x 50 <br />S.H. <br />garage walls that are perpendicular to the adjacent dwelling unit <br />IH5 2714 X 63 <br />26 X 62 1/2 <br />S.H. <br />wall: <br />* From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />-0 <br />IH6 274X72 <br />26 X 71 1/2 <br />S.H. <br />equivalent applied to garage side. <br />22 37 3 X26 <br />4 <br />36 J X 25 1/2 <br />S.H. <br />* From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />23 37 X 38 J <br />36 J X 37 3/4 <br />S.H. <br />* Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />42 <br />than 1/2" Gyp. Bd. or equivalent. <br />24 37JX50J <br />36 J X 50 <br />S.H. <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 />25 37JX63 <br />36JX62 112 <br />S.H. <br />to the interior side of exterior walls that are within this area. <br />26 37 24 X 72 <br />36 12 X 71 1/2 <br />S.H. <br />R312.2.1 Window Sills <br />DOUBLE 2 WIDE 75" TALL <br />731WIDE <br />S.H. <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 (11829 mm) above the finished grade or <br />32 54 X 26 <br />52 1 X 25 1 <br />2 2 <br />S.H. <br />other surface below on the exterior of the building, the operable <br />33 54 X 38 J <br />52 4 X 37 J <br />S.H. <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 />34 54 X 50 J <br />52 J X 50 <br />S.H. <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 />0 <br />35 54 X 63 <br />524X624 <br />S.H. <br />with window fall prevention devices that comply with ASTM F2090. <br />-1 <br />0 <br />r- <br />�i <br />b :� <br />36 54 X 72 <br />524X714 <br />S.H. <br />3. Operable windows that are provided with window opening <br />0 <br />control devices that comply with Section R312.2.2. <br />1-. <br />39X59 40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 79 X 59 <br />N/A <br />S.H. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />'T C) <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 />19'-4" TOP OF MASONRY WALL <br />10'-8" TOP OF MASONRY WALL <br />1 V-0" TOP OF MASONRY WALL <br />co <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 1517 S.F. <br />GARAGE 260 S.F. <br />LANAI 104 S.F. <br />ENTRY 20 S.F. <br />TOTAL SQ. FT. 1901 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 />R-1 1/R-13 KRAFT FACED <br />UNIT 1500 FLOOR PLAN_ <br />(GARAGE / LIVING) <br />I <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />SCALE: Y4"=V-0" <br />CONFLICT WITH STRUCTURAL WD. COL. <br />C <br />Cn <br />SE <br />CP <br />0: <br />V) CL <br />0 <br />S Zee. <br />VAI <br />E % CN <br />.0 <br />< <br />4o <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 <br />7th Edition- Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages beadng <br />Engineers <br />signature and seal, <br />W <br />U) <br />E <br />0 <br />CD co <br />0, C� <br />C 0 <br />C20 <br />0 <br />s <br />C <br />�R <br />N C3 <br />M LL. u- CUL, <br />z <br />i <br />C <br />z C? <br />W <br />W <br />Z <br />LL <br />M 0 0 <br />0 <br />(n <br />W - ci 19 Ul <br />04 < <br />3 <br />L0 Z <br />F, C', r- <br />z <br />< Ei� 0 <br />< <br />Q <br />W <br />El 0 <br />(0 <br />-2 <br />G 0 <br />) V) <br />L.0 <br />V) <br />:D 'Or. <br />LU �Ju <br />E <br />8 <br />OM <br />�z <br />Z <br />z< <br />LL- <br />c6 E <br />C� 0 <br />E <br />< <br />CU <br />CL <br />­- E <br />C-:, <br />M 0 <br />o < <br />� < z <br />00 <br />0 <br />z <br />0 <br />2 <br />U) <br />U) <br />< <br /><z <br />P <br />0. <br />M 0 <br />0� <br />Z, <br />�E z <br />< <br />I <br />0. <br />ZO <br />W <br />z <br />18 <br />0 <br />1< <br />L 04 <br />LO <br />> <br />CL <br />0 <br />0 <br />M <br />(D <br />cy-) <br />LO <br />r <br />0*) <br />C <br />0 <br />< <br />M <br />60 <br />Cr 0 <br />(1) <br />Cy') <br />< <br />-T- <br />0 <br />00 <br />0) C\I <br />04 <br />LO <br />00 C\l <br />CD <br />5 <br />< Cf) <br />4 <br />CN C\J <br />L0 <br />c.6 <br />4i <br />4� (6 <br />(M <br />C%4 <br />E <br />M <br />0 <br />z <br />Ca <br />CL <br />E <br />E <br />0 0 <br />-J <br />'a <br />< <br />Cc <br />a) <br />-J <br />JIOB <br />NO: 22-12504-12499 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3 <br />I I I I -ur-r..Tni iv-I-F-- i , I F-- - - -- - --- - - - - - --- - I I 1 11 , h i T­Fi�Tl , 1, 11.11.1 1!�Llhd ML k. 1111 1 1� , 1, 1 1 J [-----F-- I FTT---7- <br />