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i <br />i <br />• <br />Imo: <br />KITCHEN <br />MIRROR <br />0 <br />00 o <br />o <br />Li <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />� <br />VARIES <br />MIRROR <br />24" TOWEL BAR <br />w <br />ON WALL ABOVE <br />TOILET <br />MEDICINE <br />`? <br />� <br />CABINET <br />00 <br />TOILET <br />PAPER <br />i HOLDER <br />v <br />w~ 0-- <br />oz <br />z <br />> N <br />M M t7 M <br />O <br />(V <br />0 <br />00 <br />0 <br />r- <br />illll�lllo t� f`-1 ID 0 <br />KITCHEN <br />0. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />TOWEL BAR <br />ON BATHROOM WALL <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0- <br />TOWEL BAR IN <br />TUB OR SHWR <br />SHWR <br />VALVES o 0 <br />� O <br />� o <br />BATHROOMS. SHOWERS AND TUBS <br />O <br />TUB <br />a <br />c _ <br />zo I d <br />V <br />42'H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />30" H UPPER <br />CABINETS - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />cr O BRACKET 36" H BASE <br />FINISHED CABINETS <br />o COUNTERTOP <br />30" H BASE b <br />4 50 <br />CABINETS b <br />0 00 <br />LL <br />n <br />O 2x <br />O 7 o L? °9 FRAMING <br />h �� h 4 <br />1/2" GYP v N v <br />? BOARD <br />FIN <br />FIR - FIN. FLR. <br />x <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />16" FOR LINEN <br />1Z' FOR PANTRY <br />BLOCKING AND MOUNTING DETAILS <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />I. <br />N <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />9. <br />1'-4"X1'-4" "L" J <br />SHAPE CMU <br />COLUMN <br />9r,_().r <br />12-0" <br />11'-8" <br />3-9" 8'-3" <br />AC PAD <br />HB Op <br />35-SH <br />■---------------------- <br />■ <br />■ <br />■ <br />LANAI <br />--I NOOK <br />I <br />8'-0" <br />FLAT CLG. AFF <br />- I- - 8'-8" FLAT CLG` --1-- <br />- <br />I <br />TI LE o <br />12'-4" <br />I ; <br />6068 SGD <br />■ <br />SIN ;-_� <br />�I.i-_-� <br />I ■ <br />, � I <br />0 0 - W I <br />0 - <br />bN <br />I 3 z o I <br />_ <br />Y <br />' <br />0 <br />EDz <br />FAMILY <br />■ <br />8'-8" FLAT CLG. <br />o <br />I ■ <br />CARPET <br />I p <br />14, 74 22"2'Al 1 <br />- ITC H E p_..r. <br />-. <br />8'-8" FLAT CLG. 2468 <br />TILE <br />(V <br />W <br />FLOOR G.T. <br />REF.. ~ - - - <br />16 <br />iv'I <br />5'-741" <br />13 <br />DINING <br />(3)2x4#2SPF <br />12 <br />■ <br />STUDS w/ (3) 16d <br />GG <br />■ <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET <br />83 <br />0? <br />co TYP <br />10 <br />42" H 1/2 WALL <br />3-3„ 4'-23" g <br />OR RAILING PER <br />SPECS <br />8•-• <br />FLOOR G.T. <br />(3) 2x4 #2 SPF <br />STUDS w/ (3) 16d <br />O <br />■ <br />NAILS @ BASE <br />M UP <br />cv O <br />- <br />c� 0 <br />1 2 3 4 5 <br />P D R <br />4068 <br />ARCH <br />co <br />V V <br />GG <br />(3) 2x4 #2 SPF <br />8'-8" FLAT CLG. ti��� <br />- <br />�86� S3 W. <br />STUDS w/ HTT16 <br />- <br />-- <br />■ AT BASE <br />FOYER <br />TP <br />PE <br />� <br />rn <br />LAU N la <br />8'-8" FLAT CLG. <br />t o ) <br />Q 8'-8" FLAT CLG. D' I <br />TILE <br />CCU // <br />S4 TILE <br />o <br />- SW <br />H1 <br />6 -4, <br />61_7111 <br />4, 0 <br />7'-24„ <br />W.H. <br />- <br />f <br />0" <br />1 T-10" <br />BUILDER TO <br />EDGE OF SLAB 2" <br />�-L <br />* BEYOND WALL <br />D1 PROVIDE APPLIANCE <br />PROTECTION WHEN <br />o <br />NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />TO BE FLUSH. FIELD <br />I <br />VERIFY. G.T. <br />------- <br />8'-8" CLG. A.F.F. <br />- - - -- - - - <br />- <br />c7 <br />---------------- <br />----------------- <br />8'-0" CLG. A.F.F. <br />-1 <br />LU <br />ENTRY <br />_ ____ <br />o Z <br />8'-0" FLAT CLG. AF <br />�54 x 2Q'= <br />¢ a. <br />------ <br />GARAGE <br />I��� <br />ATTIC <br />UQ <br />O <br />1211�CE£3'____J <br />o? <br />LL <br />Ew <br />TYP. @ SINGLE <br />> Lu <br />V-4" 4'4" <br />STORY <br />(SEE AA/S3 FOR A <br />STEM OPT.) S3 <br />r---------------------------------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I O <br />GARAGE <br />I <br />I <br />16070 OVERHEAD DOOR <br />16-0" <br />V-8" <br />19'-4" <br />5-8" <br />25'-0" <br />EXTERIOR WALL <br />W/2x4 WALL <br />PAD OUT <br />HANSON BOX @ <br />36" A.F.F. <br />DRYER VTE <br />/-PLUMBING LINE <br />TO SECOND <br />FLOOR <br />WIRE SHELF @ <br />+54" A. F. F. <br />W W <br />Lu <br />Z -J <br />>-Om <br />LU U <br />> O <br />ao = <br />o� <br />00 = <br />HB <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 />O(2) <br />- 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 />AO <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 />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEETfmSEE 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 2 X 25 <br />S.H. <br />13 <br />20X384 <br />1821X374 <br />S.H. <br />14 <br />20X508 <br />1821X50 <br />S.H. <br />15 <br />20X63 <br />1821X6221 <br />S.H. <br />16 <br />20X72 <br />181X711 <br />S.H. <br />1H2 <br />271/4X26 <br />26X252 <br />S.H. <br />1H3 <br />271/4X383 <br />26x374 <br />S.H. <br />1 H4 <br />27 a X 50 g <br />26 x 50 <br />S. H. <br />1H5 <br />2741X63 <br />26X621/2 <br />S.H. <br />1116 <br />27 4 X 72 <br />26 X 71 1/2 <br />S. H. <br />22 <br />37 4 X 26 <br />36 2' X 25 1/2 <br />S. H. <br />23 <br />37 4 X 38 e <br />36 2 X 37 3/4 <br />S. H. <br />24 <br />37 4 X 50 e <br />36 z X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 z X 62 1/2 <br />S. H. <br />26 <br />37 4 X 72 <br />36 z X 71 1/2 <br />S. H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 z WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 z X 251 <br />S.H. <br />33 <br />54X38s <br />522X374 <br />S.H. <br />34 <br />54 X 50 s <br />5212 X 50 <br />S.H. <br />35 <br />54 X 63 <br />5212 X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 1 X 71 1 <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 />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 />Is 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 />I1 1 1MASONRY HGT. @ 8'-8" A.F.F <br />MASONRY HGT. @ 8'-0" 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 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S. F. <br />TOTAL SQ. FT. 2605 S. F. <br />INSULATION REQ. <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-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - ELEV-A. <br />C1.1 <br />c <br />C <br />0 <br />a, -o <br />® W <br />•- ev <br />ca c <br />v w <br />m c <br />E <br />CO <br />N <br />O <br />CV <br />0 <br />MO <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications <br />contained within <br />these <br />drawings comply with the 2020 Florida <br />Building Code <br />- <br />Residential 7th Edition. Engineer's <br />signature and seal <br />is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />d E N <br />O a 0 N v <br />o N r v <br />Cc)) <br />O J <br />0 <br />D <br />� 07 <br />4d) <br />13 <br />(n rr.) LL W W <br />Ni W a o <br />o Y <br />J lJ.. 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