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1 11 1 111 ­� � , ml, 11' 111,11 T III <br />VARIES <br />MEDICINE <br />CABINET <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />T <br />M <br />IRROR <br />=9 <br />20 <br />71 <br />KITCHEN <br />9 = <br />11 <br />MIRROR <br />C? 00 <br />r- <br />=7±n <br />CD <br />Cl) <br />0. BATH <br />FE71 <br />ni <br />KITCHEN <br />5 <br />Cl) <br />INTERIOR DETAILS. <br />SCALE: 1/4" = T-0" <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.C. ON PLANS <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />I <br />TOILET <br />PAPER <br />HOLDER <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD 0 <br />z SINGLE <br />TOWEL BAR IN ROD <br />CL <br />TUB OR SHWR. T <br />Lu <br />IL <br />SHWR. <br />VALVES Lu <br />C? <br />�jOA <br />EO _ P <br />DISH T <br />L) h <br />BATHROOM 2 <br />1�" FOR LINEN <br />1� FOR PANTRY <br />42" H UPPER <br />CABINETS-------_ <br />36" H UPPER <br />CABINETS - <br />30" H UPPER <br />CABINETS <br />OVERHANGS THAT <br />EXCEED12"MAY <br />REQUIRE A SUPPORT <br />M 36 H BASE <br />0 FINISHED CABINETS <br />0 <br />COUNTER TOP 30" H BASE <br />CABINETS 00 <br />00 <br />00 9 <br />LL <br />In a- V-2- <br />0 <br />LL <br />0 <br />u- z <br />CL <br />0 <br />10 <br />- <br />2x <br />FRAMING. <br />7�1 <br />9- <br />C� > <br />1/2" GYP <br />Cl) <br />17 <br />N <br />FF111:11L11 <br />M <br />Cl) <br />BOARD- <br />FIN. FLR <br />61 <br />"FIN. <br />FLR.,. <br />J, <br />BATHROOMS, SHOWERS AND TUBS. <br />2x P. 1. SULE PLA I E- <br />CLOSETS LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND <br />MOUNTING <br />DETAILS_ <br />SCALE: 1/4" = 1'-0" <br />WIRE SHELF @ <br />+54" A. F.F. <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />DRYER VTE <br />HANSON BOX@----' <br />36"A.F.F. <br />EXTERIOR WALL-­`Z <br />J <br />W/ 2x4 WALL <br />Z LU <br />PAD OUT <br />0 z <br />I- �r <br />a_ <br />6-1 <br />< <br />0 <br />0 <br />00 0 <br />Lu <br />-1 T <br />00 <br />> <br />0 <br />807- <br />4-- <br />HB <br />9s,-n-- <br />12'-0" 131-011 <br />8'-3" 3'-9" <br />1 V-8" <br />AC PAD <br />(D <br />HB <br />35-SH <br />T <br />W-17 17*1 <br />N29K LANAI <br />L 1 1 <br />-8, -8'. LG. 8'-0" FLAT CLG. AFF I <br />TILE I <br />JZ-4" <br />6068 SGD <br />=7 <br />0 1 Lu 0 <br />z 81 <br />0 <br />t U) <br />V r____ FAMILY <br />8'-8" FLAT CLG. <br />on CARPET <br />2-111" 2 4 <br />I OrIl I- Jr% I li� K <br />h6ff8 -8" F LAT CLG. <br />V-13" TILE <br />r6 <br />Lh FLOOR G.T1 W <br />- - - - - - - - --- <br />REF.. <br />6 - - - - - - <br />6-71' <br />4 <br />13 (3) 2x4 #2 SPF <br />12FSTUDS DINING <br />7 <br />w/ (3) 16d <br />GG <br />11 - NAILS @ BASE 8'-8" FLAT CLG. <br />1 <br />S3 CARPET <br />.7 o? <br />0 <br />4--2 42" H 1/2 WALL <br />4 T-3" <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />0 <br />U rX (3) 2x4 #2 SPF <br />STUDS w/ (3) 16d <br />0 NAILS @ BASE <br />U- <br />4068 ARCH <br />PWDR <br />GG <br />D. 8'-8" FLAT CLG. 1(3) 2x4 #2 SPF <br />!STUDS w/ HTT1 6 <br />7LG. T <br />5a C? T AT BASE <br />U) )0 PE IN N <br />LAUN 1 FOYER <br />W. <br />8'-8" FLAT CLG.. 0 T 8'-8" FLAT CLG. <br />4 <br />TILE 1 TILE <br />T- <br />SW <br />741" \000 6-71' q!F <br />4 4'-0" 4 6-41 <br />�-H <br />17-10" .10 <br />BUILDER TO <br />EDGE OF SLAB 2"-J <br />C <br />PROVIDE APPLIANCE <br />BEYOND WALL <br />ML <br />L <br />7- <br />1 <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />00 <br />TO BE FLUSH. FIELD <br />8'-8" CLG. A.F.F. <br />G.T. VERIFY. <br />4&- <br />- - - - - - <br />T - - <br />- <br />- - - - - - - - - - - - - - - --- <br />8'-0" CLG. A.F.F. <br />- - - - - - - - - - - - - - - -- <br />LU LJ <br />1- 0 <br />JENTRY <br />W z -ir - - - - - - <br />'-0" FLAT CLG. AFFL- <br />ATTIC <br />U- Mil I <br />GARAGE <br />---- <br />A <br />R = ACIC <br />W t L - 7.1 - <br />8'-0" CLG. A.F.F. <br />> 0 �: <br />-J 00 <br />TYP. @ SINGLE <br />STORY (N <br />rA (SEE AA/S3 FOR <br />��3� STEM OPT.) <br />4'-411 <br />r- - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - -- <br />K <br />S4 TYP. @ <br />GARAGE <br />(D <br />- - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - <br />----------- <br />16070 OVERHEAD DOOR <br />16-10" <br />V-8" <br />5'-8" <br />19-4- <br />25-0" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />=� 'I <br />T- <br />we.] <br />.01 <br />In- -A <br />1.1 <br />9 <br />50 <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />M <br />li? <br />L0 0 <br />(y) - 1 <br />04 <br />o? <br />V-4"XV-4" "L" <br />SHAPE CMU <br />COLUMN <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><@>(2) <br />- 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 112" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) -: 1314" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2)-2X4#2SYPW/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 />rA <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 />140M PI:H *MEEM <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 />� +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 />20X26 <br />18 � X 25 <br />S. H. <br />13 <br />20 X 38 3 <br />8 <br />18 'X 37 <br />2 4 <br />S. H. <br />14 <br />20 X 50 5 <br />18 1X 50 <br />S. H. <br />15 <br />20 X 63 <br />18 1 X 62' <br />2 2 <br />S. H. <br />16 <br />20 X 72 <br />18 21 X 71 ' <br />S. H. <br />1H2 <br />27 1/4 X 26 <br />26X25� <br />S. H. <br />11-13 <br />27 1/4 X 38 � <br />8 <br />26x37' <br />4 <br />S.H. <br />11-14 <br />27 4X 50 <br />26 x 50 <br />S.H. <br />1H5 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />IH6 <br />27 1 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 34 X 26 <br />36 12 X 25 1/2 <br />S. H. <br />23 <br />37 34 X 38 3 <br />36 12 X 37 3/4 <br />S. H. <br />24 <br />37 34 X 50 5 <br />36 4 X 50 <br />S. H. <br />25 <br />37 J X 63 <br />36 JX 62 1/2 <br />S. H. <br />26 <br />37 3 X 72 <br />4 <br />36 1 X 71 1/2 <br />2 <br />S. H. <br />DOUBLE, 2 WIDE <br />75" TALL <br />7312 WIDE <br />S. H. <br />32 <br />54 X 26 <br />52 12 X 25 1 <br />2 <br />S. H. <br />33 <br />54 X 38 3, <br />52 1 X 37 3 <br />2 4 <br />S.H. <br />34 <br />54 X 50 <br />52 'X 50 <br />2 <br />S.H. <br />35 <br />54 X 63 <br />52 2'X 621 <br />S.H. <br />36 <br />54 X 72 <br />52�X71 <br />S.H. <br />39X59 <br />40 X 59 <br />NIA <br />S. H. <br />DOUBLE 39X59 <br />79 X 59 <br />NIA <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 1-318" 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 />shall be protected as required by section R302.1 1, 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 then 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 />e 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 />n 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 />M 1507.2 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 />MASONRY 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 />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 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 />(GARAGE / LIVING) <br />R-1 1/R-1 3 KRAFT FACED <br />FIRST FLOOR PLAN - A <br />SCALE: Y4"=V-0" <br />C%4 <br />C%4 <br />C= <br />L <br />ED <br />C3 C14 <br />>2 <br />LA- <br />tn <br />tn <br />C3 <br />0 <br />F\, <br />0 F F- <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />'c;r) E <br />14 C) <br />80 <br />ow ac, R� <br />0 '? <br />Lr) 1,I) �; <br />U) U) [-- - <br />CN 0 <br />C') 't <br />I <br />-J Lu <br />LL L <br />-J Lu <br />IL y <br />z C") U) <br />1133 <br />cs) 3: <br />W 5 0 <br />Z, co N 0 �e <br />W 0 2 r-- Y) W 3: <br />W U) . M Lu <br />z -L0 0 <br />Z <br />IL <br />< of 0 <br />d 0 < 0 <br />z C) U) <br />W <br />8 <br />V) <br />X <br />4­1 <br />DU <br />0 <br />V) <br />U) <br />LU <br />Monk <br />> <br />< <br />to, <br />44 <br />r- <br />C:, <br />co <br />C13 <br />R <br />z< <br />z <br />__J <br />LL- <br />E <br />g <br />0 <br />E u <br />z <br />0 <br />- <br />20 <br />0, <br />< <br />00 <br />z <br />E <br />C:) M <br />CN <br />'. <br />< <br />0 < <br />M z <br />Z <br />t <br />< <br />z <br />0 <br />0 <br />z <br />0, <br />0 1 <br />1z <br />0 <br />� 0 <br />0 < <br />z <br />W <br />2 <br />0 <br />T <br />z <br />< <br />01 <br />0 <br />CD <br />co <br />10 <br />'N <br />C:) <br />> <br />C:) cu <br />T- <br />< <br />co <br />C:) <br />U) <br />C: <br />LO <br />0 <br />Nt <br />CU <br />(D <br />C:) <br />C'4 <br />0.) <br />0 C:) <br />LO CN <br />C-14 <br />"t -- <br />C:) <br />T­ <br />i6 <br />E <br />E <br />cc <br />z <br />U) 00 <br />E <br />cc <br />C <br />co <br />E <br />0 <br />a) <br />JOB <br />NO: 22-09401 <br />SCALE : AS NOTED <br />SHEET NO. <br />40e <br />Ul <br />z <br />tj <br />