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lJLL .4 . L-11,_ _ _ _ - s !lid i Ji <br />S1 <br />VARIES <br />rn <br />W <br />L� <br />MEDICINE <br />CABINET <br />i�i <br />KITCHEN <br />O. BATH <br />c <br />0 <br />0 <br />co <br />KITCHEN <br />INTERIOR DETAILS <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O.ON PLANS <br />VARIES, 2" LESS THAN <br />CABINETS BELOW 1� <br />MIRROR <br />7 <br />v oz o <br />a <br />LL Q LL <br />1? <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD p- <br />24" TOWEL BAR TOWEL BAR <br />ON WALL ABOVE TUB OR SHY <br />TOILET TOWEL BARS <br />ON BATHROOM WALL <br />4 SHWR. • s�-- <br />ao VALVES <br />TOILET '4 SOAP <br />PAPER ° DISH <br />l HOLDER E? <br />O O <br />TUB <br />FIN. FL . <br />BATHROOMS. SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />BATHROOM 2 <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />3W H UPPER <br />CABINETS - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />cr <br />BRACKET <br />BRACKET 36" H BASE <br />FINISHED CABINETS - <br />COUNTER TOP 30" H BASE <br />R <br />ao <br />CABINETS - <br />LL <br />YN <br />F <br />(a <br />In <br />V-2" <br />`Q <br />O <br />2x <br />" a in a <br />te r~M <br />m <br />FRAMING. <br />v <br />1/2" GYP N <br />F <br />BOARD - - <br />0 <br />fV <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING 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) <br />W/ 2x4 WALL <br />z uU <br />PAD OUT <br />a <br />U� <br />OQ <br />U <br />coot <br />�W A <br />M <br />HB <br />Sri, nn <br />12'-0" <br />13'-0" <br />8'-3" T-9" <br />11'-8" <br />LPAD <br />OHB <br />35-SH <br />■ <br />■ <br />-I <br />I' <br />NOOK <br />LANAI <br />---" `� 8'-8'' FLAT CLG. -_ .__ __ <br />_I - V-0" FLAT CLG. <br />AFF <br />_ <br />TILE <br />- <br />I <br />- ----I- _ -- <br />-- " 12'4- <br />I <br />' <br />t <br />- <br />1 �- II <br />- <br />- <br />I � I i <br />0 h - T a ; --. <br />i <br />1 <br />_._j 3 <br />O z a I <br />--U, 1 <br />r` <br />FAMILY <br />■ <br />I 1 <br />8'-8" FLAT CLG. <br />■ <br />p I <br />CARPET <br />2'Al" 2.7I rbk F <br />I <br />2 8'-8" FLAT CLG. <br />l `) <br />- <br />x V-0" TILE <br />FLOOR G.T. <br />_ <br />REF. - -- <br />16 IP EL__ <br />--------------- <br />ILI <br />iV <br />14 5-7j" <br />3 (3) 2x4 #2 SPF <br />2 <br />DINING <br />STUDS w/ (3) 16d <br />C'G <br />■ <br />- <br />1 NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 iio <br />0 TYFco <br />CARPET <br />- <br />4'-2 " 3-_g� <br />42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />■ <br />- - - - - - <br />- - - - - - - - - - <br />- - - - - - <br />'U <br />U P <br />(3) 2x4 #2 SPF <br />■ <br />IO iv <br />STUDS w/ (3) 16d <br />- <br />,� <br />NAILS @ BASE <br />1 � <br />_- <br />- - <br />-- <br />4068 ARCH <br />PW D R <br />GG _ <br />D. S3 - - 1 <br />--- - <br />J 8'-8" FLAT CLG. <br />i (3) 2x4 #2 SPF <br />-_-- <br />j <br />t___-- TILE _ <br />- - <br />4 'STUDS w/ HTT16 ■ <br />AT BASE <br />- <br />xl in <br />aI LAU N <br />T <br />- -PE NK <br />FOYER <br />1 W. 8'-8" FLAT CLG. Q <br />° - - 1 --- <br />- 8'-8" FLAT CLG. <br />_. <br />1 S4 _. <br />TILE _-_ <br />H <br />11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1---- <br />t <br />TILE <br />--- it- LE <br />I I <br />- b - _ _ <br />T-2J" 4.0" <br />W.H. <br />1 T-10" <br />BUILDER TO 35 <br />6' -7" <br />0 <br />EDGE OF SLAB 2" <br />6.4- <br />C1' <br />PROVIDE APPLIANCE D1 <br />BEYOND WALL <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />w I <br />TO BE FLUSH. FIELD <br />I <br />8'-8" CLG. A.F.F. <br />G.T. VERIFY. <br />- - - - - - --- <br />--------------- <br />I <br />- - - - - - - - - - - <br />8'-0" CLG. A.F.F. <br />I <br />W W <br />JENTRY <br />z � r - - - 54ux�2r-1 <br />'-0" FLAT CLG. AFF <br />mL���'ATTIC 1 <br />GARAGE <br />------ <br />I <br />IY U <br />A.F.F. <br />� o� <br />8'-0" CLG. <br />TYP. @ SINGLE N <br />STORY <br />A (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />4 -4 1 4 <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 />I K <br />I <br />I <br />I <br />I <br />I <br />I S4 TYP @ <br />I GARAGE <br />I <br />I <br />o I <br />16070 OVERHEAD DOOR <br />16-0" <br />5'-8" <br />19'4- <br />25'-0" <br />1'-4"Xl'4' nLn <br />SHAPE CMU <br />COLUMN <br />M <br />ILWO <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />x <br />M <br />O <br />1'-4"X1'4' "Ln <br />SHAPE CMU <br />COLUMN <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 />e <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 />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <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 />O A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />aC <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />(1), <br />+26.6 / -29.1 <br />) <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET �H SEE SN SHEET <br />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 />+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 />184X251 <br />S.H. <br />13 <br />20X38 <br />181 X37 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />181 X 62' <br />S.H. <br />16 <br />20X72 <br />18X71 <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />1H3 <br />27 1/4 X 38 J <br />26 x 37 <br />S.H. <br />1 H4 <br />27 1 X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />27 1 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 8 <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J x 501 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J 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 } X 25 <br />S.H. <br />33 <br />54 X 38 3 <br />52 2 X 37 <br />S.H. <br />54 X 501 <br />521 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 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 />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 />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />Is 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 />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. (@ 8'4" 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 - A <br />SCALE: Y4"=1'-0" <br />N <br />O <br />cam <br />CV o <br />p.,cc t-3 N <br />N -0 <br />C1 <br />dNac <br />3.112 ar <br />.�, A <br />� bib a - <br />r QJ A. <br />�a <br />c E <br />J o <br />� V <br />`,tVts"ff,'4, <br />Cz <br />.E <br />\ , -. <br />O <br />�........--•' <br />,� <br />�.v,, aOF^ S,Or <br />y.! <br />� 'I//t7o11ltl1io�\�� <br />o the best of the Engineer's know[edge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />Residentlal 7th Edition. Engineees signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />N <br />V <br />(a <br />to t- t- <br />CN It <br />a Cq�LLw <br />�LLIL 8 <br />Z$ <br />W -;;.t <br />¢Q7 J <br />Z MLL <br />C12 Z N OU .0 <br />U <br />W ❑❑ <br />(D <br />z � <br />a k <br />ZC1N^'' <br />N LL <br />, � <br />.'CIO <br />C <br />0 W <br />LN G <br />t/i � <br />U � <br />Q <br />Se <br />ti <br />� <br />z <br />-J <br />�o <br />oLL <br />�• <br />z <br />na <br />N�$ <br />:� <br />� fO <br />Y� <br />z�c <br />o <br />�a <br />W <br />R <br />NLL <br />a <br />k <br />I.I <br />g <br />M <br />'J <br />M <br />a� <br />co <br />T <br />T <br />�.. <br />m <br />N <br />�+-# <br />�� <br />N <br />N <br />N <br />Ln <br />E <br />Z <br />y <br />7 LO <br />a <br />Z <br />E T <br />U <br />m <br />c <br />a <br />JOB <br />NO: 22-06453 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />