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KITCHEN <br />MIRROR <br />\ \ o <br />o ib <br />C) <br />0 <br />O. BATH <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />yI <br />MIRROR <br />I I <br />VARIES <br />KITCHEN <br />b <br />0 <br />M <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <br />BATHROOM 2 <br />0 <br />CV <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0 <br />24" TOWEL BAR <br />TOWEL BAR IN <br />w <br />ON WALL ABOVE <br />TOILET <br />TOWEL BAR <br />ON BATHROOM WALL <br />TUB OR SHWR, <br />MEDICINE <br />4 <br />co <br />I <br />SHWR. _ <br />VALVES v <br />CABINET <br />TOILET <br />PAPER <br />4 <br />° <br />SOP <br />DIS <br />I HOLDER <br />q <br />q <br />- <br />n <br />0z <br />az <br />o <br />CO <br />N 7 <br />M <br />O <br />M <br />N <br />TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />42" H UPPER <br />CABINETS -� <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />36 H BASE <br />FINISHED CABINETS <br />0 COUNTER TOP 30" H BASE <br />4 CABINETS - <br />Co <br />� LL <br />loCL <br />0 2x <br />y n a0 FRAMING <br />1/2" GYP <br />? BOARD - <br />FIN. FLR. x <br />r- <br />SHELVING <br />CV M N N <br />FIN. FLR._ <br />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 Z w <br />PAD OUT a <br />UJ <br />Q <br />U U <br />OP <br />u1 <br />Eo = > w <br />M <br />HB <br />AC PAD <br />1 <br />O <br />�J <br />NOOK <br />-8'-8i1 FLAT CLG. <br />TILE <br />:F3 <br />Ell <br />LANAI <br />8'-0" FLAT CLG. AFF <br />12'-4" <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />8'-8" FLAT CLG. <br />V-0" TILE <br />- - _- <br />--- <br />--- FLOOR G.T_-------- <br />REF. <br />- <br />5'-74' <br />(3)2x4#2SPF <br />DINING <br />w/ (3) 16dNAILS <br />@ BASE8'-8" <br />DG!GSTUDS <br />FLAT CLG. <br />CARPET <br />00 <br />3'-3 „ <br />42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />-J- <br />-- <br />-_---FLOOR G.T.------- <br />c7 <br />(3) 2x4 #2 SPF <br />U <br />100 O <br />iv <br />STUDS w/ (3) 16d <br />IJ <br />U_ <br />c_"' <br />NAILS @ BASE <br />1 <br />- <br />4068 ARCH <br />PW D R <br />GG <br />I <br />D. <br />S3 �L4'$ <br />�� <br />2� 8'-8" FLAT CLG. <br />TILE <br />- <br />- <br />1 <br />- <br />�I <br />W LAU N <br />- <br />Q <br />PE NK <br />\T <br />8'-8" FLAT CLG. <br />C/0), <br />TILE <br />S4 <br />I I I I I I I I I I I I I I I I I <br />I I <br />SW <br />H1 <br />T-24' <br />4 0, <br />6,-71 " <br />W.H. <br />17-10" <br />0 <br />BUILDER TO 35 <br />EDGE OF SLAB 2" <br />PROVIDE APPLIANCE D1 <br />BEYOND WALL <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS J <br />TO BE FLUSH. FIELD <br />----- 8'-8"CLG. A.F.F. -G.T• <br />VERIFY------ <br />, ----------8'-0" CLG. A.F.F. <br />- - - - - - - - - - - - - - - <br />Cr <br />W W <br />- <br />LU Z �F----54'�rc�f"I <br />�_ ° m�_=__ATTIC <br />GARAGE <br />i <br />tx v i.- L -- -- EIS J <br />---- <br />T-0" CLG. A.F.F. <br />>O <br />oo <br />TYP. @ SINGLE <br />STORY <br />A (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />r- - - - - - - - - - - - - - - - - --- <br />I <br />I <br />I <br />--------------I <br />I <br />I <br />I <br />I <br />I <br />I <br />j K <br />I <br />I <br />I <br />I <br />I S4 TYP @ <br />I <br />GARAGE <br />I <br />I <br />\ I <br />16070 OVERHEAD DOOR <br />(3) 2x4 #2 SPF <br />STUDS w/ HTT16 <br />Q AT BASE <br />FOYER <br />8'-8" FLAT CLG. <br />TILE <br />6'-4" <br />v c,,�,� <br />_ �1_ <br />UTT <br />00 <br />IM I <br />I <br />I <br />I � I <br />JENTRY 1 <br />'-0" FLAT CLG. AFF <br />1'4"XV-4" "L" <br />SHAPE CMU <br />COLUMN <br />T <br />u <br />ro----�� <br />L <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />- - - - - - r <br />1'4"XV-4" "L" <br />SHAPE CMU <br />4'-4" 1'-4" COLUMN <br />o0 <br />O <br />LO <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 112" <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 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 />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />\D <br />+28.3 / -37.0 <br />\E <br />+26.6 / -29.1 <br />\F <br />+26.6 / -33.5 <br />\G\ <br />SEE SN SHEET \H SEE SIN SHEET <br />1 40 MPH*0 I E 0 0 <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 1 X 25 <br />S.H. <br />13 <br />20 X 38 4 <br />181 X 37 3 <br />S.H. <br />14 <br />20 X 50 5 <br />18 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2 X 62 2 <br />S.H. <br />16 <br />20X72 <br />18 X 71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 � <br />S.H. <br />1 H3 <br />27 114 X 38 $ <br />26 x 37 <br />S.H. <br />1 H4 <br />271 X 50 8 <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />iH6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 1 X 25 1/2 <br />S.H. <br />23 <br />37 34 X 38 e <br />361 X 37 3/4 <br />S.H. <br />24 <br />S.H. <br />25 <br />37 3a X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 1 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38 s <br />52 ' X 37 i <br />S.H. <br />34 <br />54 X 50 a <br />521 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 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 />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 />• 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 />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 <br />1121 S.F. <br />TOTAL LIVING AREA <br />2073 S.F. <br />GARAGE <br />396 S.F. <br />LANAI <br />104 S.F. <br />ENTRY <br />32 S.F. <br />TOTAL SQ. FT. <br />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 />R-30 BLOWN -IN <br />CONDITIONED CEILING <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />JR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - A <br />X' j <br />C(S lL <br />00 <br />k.D 'L. <br />CL_ j <br />W <br />C�1 <br />} "C <br />CL <br />-, M to 0'°, 0 <br />oLu, <br />>>a <br />Row <br />' ..... <br />SE o+ <br />GO <br />r <br />L <br />., F . <br />701 t ! i 1119' � <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />loo- <br />FW- cD � oo <br />M U N � <br />Q co u°'i " <br />(0 <br />U) U)NN <br />nw <br />J <br />t` h LLul <br />(i co V d Y <br />Q @0-,jCL Wa w <br />J Z W <br />Z ca v 3: 00 SS <br />w o O lll <br />3•EN o O J <br />Z oD a <br />Mz Krn O <br />IL <br />N <br />zOU UMuVi <br />W 0nEi <br />(D <br />Z N O <br />o 0 <br />z ID <br />z o <br />\ <br />J <br />MIL 'I <br />Wmdp <br />N <br />V, z <br />U 0 <br />I-� c4n LL <br />Um+ <br />O Lu <br />N <br />�N =D <br />n <br />ru I`__� <br />w J <br />r- - E <br />- � 8 s <br />U ) <br />c s <br />• <br />�12 <br />o <br />M <br />zz <br />w <br />z <br />M <br />JR. <br />oo S <br />< <br />LL <br />Q 0 <br />E v <br />w� <br /><_ <br />Z® <br />°o <br />t- ro <br />x. <br />Do <br />E <br />N <br />a8 <br />o <br />woo <br />a z <br />-z <br />�Lq <br />fa <br />< <br />I <br />oYoz <br />o <br />�z <br />zr <br />z <br />C <br />nm <br />o,• <br />>z <br />�w <br />N <br />Q <br />oz <br />o <br />2 <br />o_ <br />WLLa <br />z <br />m w <br />W <br />N= <br /><� <br />_ <br />;,- <br />o <br />o <br />co <br />V <br />o W <br />zla <br />o '_ <br />o 3 <br />0 <br />41 <br />M <br />J <br />0 <br />m <br />a� <br />L <br />r <br />(0 �' <br />N <br />:3 r <br />d- <br />Y <br />T <br />'' ) ^7 <br />vm <br />Cfl <br />� <br />ate-+ <br />O <br />o <br />0) <br />N <br />NLo <br />Q CV <br />T <br />m <br />;i CV <br />T rri CV <br />o <br />Z <br />Z <br />E N <br />a <br />E <br />U Q 0 <br />_ <br />JOB NO: 22-02367 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />i <br />Zz <br />Al <br />