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L <br />of <br />I <br />KITCHEN <br />MIRROR <br />0 0 <br />60 o <br />�[7� <br />0 <br />0 <br />VARIES, <br />CABINETS <br />2" LESS THAN <br />BELOW <br />MIRROR <br />_ <br />VARIES <br />W <br />MEDICINE <br />! <br />9 <br />CABINET <br />v <br />oZ oz <br />O > N > <br />� Cl) � A <br />OWNER BATHROOM <br />ill I' I PEI ILI � I P-11 <br />KITCHEN <br />ohs <br />BATHROOM 2 <br />INTERIOR. DETAILS <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />TOILET <br />PAPER <br />I HOLDER <br />i-Ea- L? <br />v <br />CV <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD p-- <br />TOWEL BAR IN <br />TUB OR SHWR. <br />F <br />HW <br />LVES • <br />BATHROOMS, SHOWERS AND TUBS <br />0 <br />v <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />16" FOR LINEN <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGSTHAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />FINISHED CABINETS <br />0 <br />COUNTER TOP 30" H BASE <br />o O <br />4 <br />CABINETS <br />o <br />60 <br />b <br />LL <br />tiN <br />q <br />n aa. <br />'- a <br />°Q <br />io <br />zx <br />FRAMING <br />4 <br />o <br />1/2" GYP i N <br />N <br />"? <br />BOARD <br />FIN. FLR. ^ <br />FIN. FLR. <br />x <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS. <br />SCALE: 1/4" = V-0" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />0 <br />CV <br />Ln <br />CV <br />O <br />CV <br />60 <br />NFIA <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />LO <br />C'7 <br />O <br />CD <br />1'-4"X1'4' "L" -/ <br />SHAPE CMU <br />COLUMN <br />13'-0" <br />12'-0" <br />1' 4" <br />1 V-8" <br />3'-9" 8'-3" <br />EA <br />HB O <br />35-SH <br />■ <br />■ <br />■ <br />■ <br />I <br />1 <br />LANAI <br />_ <br />NOOK'. <br />_ <br />- <br />1 <br />8'-0" <br />FLAT CLG. AFF <br />--- 8'-8" FLAT CLG -'t <br />I <br />TILE o <br />1 12 4„ <br />r <br />0 <br />-- - - -- <br />■ <br />" <br />■ <br />I, <br />II <br />"I <br />CL <br />0 ---- <br />O o <br />� <br />I <br />� <br />3 - RI <br />I O <br />Y � <br />IElz <br />FAMILY <br />■ <br />8'-8" FLAT CLG. <br />I �I - o <br />r I ■ <br />CARPET <br />I pi <br />�I <br />--- - 4 - - " - --Z,:21 <br />2'411" <br />1TCHE <br />M <br />FL2468 <br />8'-8" AT CLG. <br />TILE 0'` C' <br />--- - CV <br />_ <br />r% <br />FLOOR G.T. <br />LO <br />------------- <br />-- <br />_ _ <br />-REF_ ~ --- <br />- <br />----- - tJ <br />16 <br />N <br />'L Fr9--- 15 <br />T-7a' <br />14 <br />13 <br />DINING <br />(3) 2x4 #2 SPF <br />12 <br />STUDS w/ (3) 16d <br />GG <br />■ <br />■ <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET <br />C9 S3 <br />C0 TYP <br />10 <br />42" H 1/2 WALL <br />T-T' 4'_24^ g <br />OR RAILING PER <br />10L <br />SPECS <br />8 <br />FLOOR G.T. <br />(3) 2x4 #2 SPF <br />_ _ <br />6 <br />STUDS w/ (3) 16d <br />i <br />■ <br />NAILS @ BASE <br />_ I P <br />CV O <br />Ch O <br />L`ii <br />2 3 4 5 <br />4068 ARCH <br />PWDR <br />GG <br />(3) 2 x4# 2 SPF <br />8'-8" FLAT CLG. 6R� <br />- r'8 . S3 W <br />STUDS w/ HTT16. <br />TILE <br />- <br />■ AT BASE <br />FOYER <br />TP <br />PE K <br />°O <br />I <br />LAU N <br />la <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. D. <br />aS4 <br />TILE <br />TILE <br />SW <br />H1 <br />614 <br />6'-74 " <br />4 0 T-24" <br />W.H. <br />0" <br />1T-10" <br />EDGE OF SLAB 2" <br />BUILDER TO <br />■ BEYOND WALL <br />p� PROVIDE APPLIANCE <br />PROTECTION WHEN <br />1900 <br />NOTE: FINISHED WALLS <br />REQUIRED PER <br />FBC <br />TO BE FLUSH. FIELD <br />VERIFY. G.T. <br />81-8" CLG. A.F.F. <br />-- ----- <br />- --------- <br />8'-0" CLG. A.F.F. <br />ENTRYI <br />154 x22'-' -� <br />z0 uJ <br />z <br />8'-0" FLAT CLG. AFFr <br />(ATTIC <br />ZV------ <br />GARAGE LAA�____J <br />v -' <br />Q <br />OU <br />8'-0" CLG. A.F.F. <br />LL 11 <br />00 <br />y w <br />CCN TYP. @ SINGLE <br />> W <br />1'4" 4'-4" <br />STORY <br />A <br />(SEE AA/S3 FOR <br />STEM OPT_)-- S3---- <br />r - - <br />I <br />I <br />I <br />- - - - <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 />I <br />TYP. q@ S4 <br />I <br />I 0 <br />------------------------------- <br />GARAGE <br />I <br />I <br />16070 OVERHEAD DOOR <br />V-8" <br />16-0" <br />V-8" <br />19'4" <br />T-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 />W in <br />J_ <br />�OZ) <br />m <br />�UF=- <br />U <br />>-J °?� <br />50 = <br />U <br />o~ <br />.0_ <br />HB <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 71/4" <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 />CD <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />O <br />iNn"" <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 />20X26 <br />18�X25 <br />S.H. <br />13 <br />20 X 38 <br />1812 X 37 <br />S.H. <br />14 <br />20X508' <br />182'X50 <br />S.H. <br />15 <br />20 X 63 <br />1812 X 621 <br />S.H. <br />16 <br />20X72 <br />182'X711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 � <br />S.H. <br />1113 <br />27 1/4 X 38 g <br />26 x 37 a <br />S.H. <br />1 H4 <br />27 4 X 50' <br />26 x 50 <br />S.H. <br />1 H5 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 X 26 <br />36 X 25 1/2 <br />S.H. <br />23 <br />37 X 38 a <br />36 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 8 <br />36 1 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 � X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 2 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 J X 25 4 <br />S.H. <br />33 <br />54 X 38 8 <br />52 2 X 37 1 <br />S.H. <br />34 <br />54 X 50 s <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 2'X 71 <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 class 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 />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />1117171,17,7777 71 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 CONIC 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 />jR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - B <br />SCALE: y4"=V-0" <br />..O <br />� � O <br />ti 0 O <br />QU N <br />�- C Co >G <br />.-- d <br />-0 O �- <br />Z C: N <br />- - N O <br />+= N•� C <br />Q� C <br />E < <br />fn <br />Q O <br />3 > <br />T <br />O O <br />J U .= <br />- 1= «u <br />i -L �+-O LU <br />i •'A J �- <br />• r <br />� <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CD <br />W co <br />E <br />F O M p o <br />Q N N NoD <br />c J LL <br />Y <br />G c. 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