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0 <br />ih <br />0 <br />9I <br />KITCHEN <br />MIRROR <br />\ � o <br />0 00 <br />r <br />ICI o <br />co <br />O. BATH <br />0 t Ci �� <br />I <br />nil <br />s �® <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 <br />- <br />MIRROR <br />VARIES <br />Cl) <br />Q <br />MEDICINE <br />CABINET <br />a U. � �¢ <br />Fh c M M <br />SHWR. SHWR. <br />CURTAIN HEAD <br />24" TOWEL BAR TOWEL BAR IN <br />ON WALL ABOVE TUB OR SHWR, <br />TOILET TOWEL BAR - <br />ON BATHROOM WALL <br />4' SHWR. o <br />co VALVES <br />TOILET ° SOAP <br />PAPER fO DISH C <br />t HOLDER 9 <br />CO <br />f? To <br />BATHROOMS, SHOWERS AND TUBS <br />q <br />t <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />BATHROOM 2 <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 />Er <br />0 <br />BRACKETBRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />R <br />00 <br />CABINETS- <br />l6 <br />rN <br />0 <br />V-2„ <br />2x <br />'? <br />FRAMING o <br />1/2" GYP N N <br />BOARD - - _ <br />0 <br />iV <br />CLOSETS/LAUNDRY SHELVING ISLAND COUNTER . CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-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 <br />UJ <br />Q <br />O - <br />U �U <br />op (D> W 1� <br />B <br />12'-0" <br />13'4' <br />8'-3" T-9" <br />11'-8" <br />1'-4" <br />AC PAD <br />OHB <br />35-SH <br />i---------------------- <br />-- <br />- <br />� <br />i NOOK <br />- LANAI <br />it <br />I <br />I <br />-8'-8'1 FLAT CLG. <br />-- 8'-0" FLAT CLG. <br />AFF <br />TILE <br />- <br />I <br />12'-4" <br />- <br />- Q 6068 SGDI <br />I <br />ih <br />_ <br />Er <br />b <br />I <br />I II <br />-.767 <br />I _ a t'I <br />Is EO <br />O nO i <br />iN <br />Z <br />PO <br />FAMILY <br />-- <br />r--- , <br />l� ( <br />8'-8" FLAT CLG. <br />1p I <br />CARPET <br />- <br />ZAV - 4 <br />;, <br />- <br />- <br />2468 8'-8" FLAT CLG. <br />V-0" TILE <br />- <br />(n CV <br />-- <br />uo <br />- - - --- --- <br />FLOOR G.T. <br />----- <br />- - - -- JL <br />- ~ REF. <br />6 <br />r` <br />-- <br />- <br />is ----- <br />5 <br />- <br />-- <br />5'-74" <br />3 <br />- <br />(3) 2x4 #2w <br />2 <br />DINING <br />STUDS w/ (3) 16d <br />GG (3) <br />W <br />- <br />1 NAILS @,BASE <br />8'-8" FLAT CLG. <br />S3 oa <br />0 Z0 <br />CARPET <br />-- <br />4'-23" 3'-3" <br />42" H 1/2 WALL <br />OR RAILING PER <br />_-3 <br />SPECS <br />FLOOR G.T. <br />O <br />U <br />(3) 2x4 #2 SPF <br />- <br />STUDS w/ (3) 16d <br />YU100-7!".) <br />LL <br />NAILS @ BASE <br />4068 ARCH <br />PW D R <br />GG I <br />- <br />I D. S3 `Lq,� <br />2 8'-8" FLAT CLG. <br />86� <br />2x4 #2 SPF - <br />I <br />TILE - <br />STUDS w/ HTT16 -- <br />S <br />' <br />T <br />91 AT BASE <br />'FOYER <br />LAU N <br />PE NK I <br />k <br />W Q <br />8-8' FLAT CLG. <br />( S`I <br />0 <br />o <br />8-8' FLAT CLG. <br />_ <br />TILE _ <br />H 1 <br />i <br />sw <br />TILE <br />I <br />7'(:::::)-24„ 4'-0" <br />41 <br />W.H. <br />6'-74' <br />r 6' 4"- <br />_ <br />17'-10" <br />BUILDER TO 35 <br />10 <br />EDGE OF SLAB <br />r -- <br />- <br />PROVIDE APPLIANCE <br />D1 <br />BEYOND WALL <br />�- <br />- <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />a <br />0 <br />TO BE FLUSH. FIELD <br />0 I <br />8'-8" CLG. A.F.F. <br />_ <br />G.T.• VERIFY.- <br />- - - - - - - - <br />---------T--------- <br />8'-0" CLG. A.F.F. <br />- - - - _ <br />- - - - - - - - - - - - - - - <br />I <br />- <br />W w�----cif i <br />ENTRY <br />_- <br />w o �° <br />'-0" <br />Z _ATTIC I <br />RC-6J <br />FLAT CLG. AFF <br />�_ mL - <br />GARAGE <br />- - - - - - <br />U U Z <br />>�� - <br />c0 <br />8'-0"CLG. A.F.F. <br />TYP. @ SINGLE b <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 />K <br />I <br />I <br />I <br />I <br />I S4 TYP @ <br />I <br />I GARAGE <br />I <br />I <br />O I <br />- 16070 OVERHEAD DOOR <br />V-8" <br />16'-0" <br />V-8" <br />5'-8" <br />It <br />19'-4" <br />25'-0" <br />T-4"XV-4" "L" <br />SHAPE CMU <br />COLUMN <br />0A <br />0J <br />TYP. @ 2 <br />STORY, SEE <br />JJ/S6 @ <br />STEMWALL <br />1,-4"Xl'4' "L" <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 7 1/4" <br />LVL 2,0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 112" <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 />+29.7 / -32.2 <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />G <br />SEEiNSHEET O SEE 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 />+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 />18X25 <br />S.H. <br />13 <br />20X38$ <br />182X37a <br />S.H. <br />14 <br />20 X 50 <br />181 X 50 <br />S,H. <br />15 <br />20 X 63 <br />18 1 X 621 <br />S.H. <br />16 <br />20X72 <br />18'X711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 z <br />S.H. <br />1 H3 <br />27 1/4 X 38 $ <br />26 x 37 <br />S.H. <br />1 H4 <br />27 a X 50 $ <br />26 x 50 <br />S.H. <br />11-15 <br />271X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27'X72 <br />26X711/2 <br />S.H. <br />22 <br />37 a X 26 <br />36 1 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 e <br />36 � X 37 3/4 <br />S.H. <br />24 <br />37 gq X 50 a <br />36 � X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 z X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />361 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 z X 25 ' <br />S.H. <br />33 <br />54X38a <br />522X37a <br />S.H. <br />34 <br />54 X 50 a <br />52 ' 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 />FIRST FLOOR PLAN - ELEV-B <br />SCALE: t/4"=V-0" <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 />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 />11111,111117,11 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 />1113-111IR-13 KRAFT FACED <br />(GARAGE / LIVING) <br />�'- <br />> W <br />U- <br />- <br />c eswN <br />.,a c U a <br />.!a M 0 <br />H '"f o M <br />- <br />eb` N x <br />u <br />fl= � <br />ar tG <br />LA <br />CUW <br />E <br />c <br />a; w <br />�L <br />0 <br />IIEO �/�►z <br />e���`111111II <br />OWN <br />N�S E <br />z c,F' 6 <br />tr <br />0•' <br />Al <br />v <br />F t- <br />0 F E �, <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />W <br />4 <br />0 E <br />8 <br />0 <br />C <br />S <br />� 0 � N n <br />w _ 10 <br />M <br />� <br />N <br />Q <br />N O ik w <br />�r>v <br />J w <br />�r,_� a- <br />a <br />Z <br />r <br />@ �� <br />O <br />W <br />c <br />w <br />o2[- o <br />W <br />U T m w <br />Z <br />aD c� z° ¢ <br />ZN <br />O U V U <br />W <br />�❑ <br />N f7 <br />o g <br />z <br />Q o <br />J <br />d lf] <br />V1 <br />N <br />M <br />z a <br />Q) <br />U' s <br />w <br />� <br />t Ci <br />cn <br />Q a <br />in <br />U <br />0 <br />tJl <br />�N <br />e~ »? <br />MIN <br />U <br />W J <br />_ <br />U o <br />Q N <br />� <br />to <br />1; <br />O <br />Mn <br />w <br />Z <br />M <br />LL <br />E U <br />u02i <br />0 <br />❑❑ <br />z <br />r <br />¢� <br />z® <br />❑ a <br />0. <br />00 <br />o� <br />O <br />N <br />i <br />a¢ <br />z <br />¢o <br />¢z <br />aZ <br />¢z <br />4? <br />� i <br />^ <br />Y <br />U <br />mo <br />oLL <br />Z <br />z <br />Qi <br />hm <br />4 W <br />�2 <br />�2 <br />Oasum <br />go <br />O_ <br />1. Fr <br />a <br />nw <br />Ul <br />U <br />�o <br />yLL <br />�k <br />�w <br />0� <br />E2 6 <br />o <br />co <br />¢w¢ <br />Z ¢ <br />>° <br />a r <br />0 'S <br />>M <br />O <br />ai <br />m <br />cc <br />o <br />3 <br />.-. <br />-- <br />CD <br />Q <br />LO <br />04 <br />N <br />Q <br />� <br />(D <br />M N <br />o <br />Z <br />Z <br />E <br />m r <br />c <br />a <br />E .. <br />v <br />'D ai <br />¢ n <br />c <br />r- <br />JOB <br />NO: <br />22-12356 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.� <br />