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-- -I L-1_ --_--- - 1 - _ _ _ I I I. _ I 1 I 1 II 1 '1IM I IF !n e,ii i I 11 <br />i <br />i <br />i <br />I <br />ILI � I <br />P_Ii� <br />ILI <br />I P-1i <br />KITCHEN <br />MIRROR <br />0 <br />0 <br />60 0 <br />o <br />M � <br />14, <br />KITCHEN <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <br />0 <br />0 <br />0 <br />1'-4"X1'-4" "L„ <br />SHAPE CMU <br />COLUMN <br />9 <br />00 <br />0 <br />F_ <br />M <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL <br />INSTALLATION <br />GUIDELINES TO BE FOLLOWED <br />U.N.O. <br />ON PLANS <br />VARIES, <br />2" LESS THAN <br />42" H UPPER <br />CABINETS BELOW <br />CABINETS <br />36" H UPPER <br />CABINETS <br />MIRROR <br />SHWR. SHWR. <br />DOUBLE <br />30" H UPPER <br />CURTAIN HEAD <br />RODS <br />16" FOR LINEN <br />CABINETS <br />VARIES <br />/ <br />ROD <br />Jr <br />12" FOR PANTRY <br />Z <br />OVERHANGS THAT <br />/ <br />24" TOWEL BAR TOWEL BAR IN <br />g <br />1L <br />SINGLE <br />ROD <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />w <br />ON WALL ABOVE TUB OR SHWR. <br />BRACKET <br />36" H BASE <br />i <br />/ i <br />TOILET <br />TOWEL BAR - <br />w <br />a <br />Ir <br />O FINISHED <br />CABINETS <br />> <br />ON BATHROOM WALL <br />I SHWR. <br />�ry <br />o COUNTER TOP <br />30" H BASE o T <br />MEDICINE <br />b <br />rL' o <br />a0 <br />00 <br />VALVES <br />w <br />00 <br />CABINETS 4 co <br />CABINETPAPER <br />TOILET 4 <br />00 <br />" <br />SOAP <br />rj <br />i <br />I HOLDER q DISH <br />v <br />n <br />^n O <br />> <br />O Z <br />> <br />Cr Z <br />v <br />2x <br />n a0 <br />a <br />4 <br />O <br />FRAMING <br />M <br />o 0 <br />M O <br />M <br />q> <br />iv > <br />o <br />1/2" GYP <br />V N N <br />M M <br />N TUB <br />? BOARD <br />FIN. FLR. <br />FIN FIR. <br />FIN. FLR. <br />x <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND <br />MOUNTING <br />DETAILS - <br />eo <br />` <br />` <br />SCALE: 1/4" = V-0" <br />th <br />(V <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />LO <br />M <br />P <br />1'-4"X1'-4" I LI' J <br />SHAPE CMU <br />COLUMN <br />,;JF,_n„ <br />13'-0" <br />12'-0" <br />T-9" <br />AC PAD <br />HB <br />O <br />35-SH <br />is ■ <br />■ <br />■ <br />■ <br />---------------------- <br />■ <br />I <br />I <br />I <br />LANAI ■ <br />NOOK <br />8-0 <br />I " ' <br />FLAT CLG. AFF <br />_ <br />8'-8" FLAT CLG 7 <br />I <br />TILE o <br />r <br />I 12'-4" <br />I <br />I <br />E O <br />■ <br />0 8S D <br />■ <br />■ ■ <br />■ <br />, <br />. <br />�i <br />■ <br />I . <br />■ <br />II <br />II � <br />II <br />I <br />�I <br />I <br />I' a <br />LL <br />Elo <br />O <br />�N <br />� <br />QRI <br />Y <br />O <br />IFolZ <br />FAMILY <br />■ <br />8'-8" FLAT CLG. <br />I �I o <br />I ■ <br />CARPET <br />I pi <br />. <br />_-__J <br />N' <br />ITCHE �- <br />8'-8" FLAT CLG. 2468 <br />TILE '-0JL N <br />FLOOR G.T. <br />L6 <br />-------- <br />--- --- <br />_ <br />-REF. ~ - - - <br />- <br />- - - - - - <br />16 <br />N <br />III m--- 15 <br />5'-74" <br />13 <br />DINING <br />(3) 2x4 #2 SPF <br />12 <br />STUDS w/ (3) 16d <br />■ <br />■ <br />8'-8" FLAT CLG. <br />NAILS @ BASE GG <br />11 <br />CARPET 00 <br />S3 <br />co <br />nrP <br />10 <br />42" H 1/2 WALL <br />3,_3„ 4'-24r g <br />OR RAILING PER <br />8 <br />---------- <br />FLOOR G.T.SPECS <br />----- <br />- - --- <br />7 <br />■ <br />(3) 2x4 #2 SPF <br />6 <br />STUDS w/ (3) 16d <br />■ <br />NAILS @ BASE <br />cc p <br />lV <br />c!) <br />OI <br />u <br />1 2 3 4 5 <br />q <br />P D R 4068 <br />� <br />V V <br />GG <br />i <br />(3) 2x4 #2 SPF <br />8'-8" FLAT CLG. 6� <br />`L� <br />2� S3 W. <br />6d' <br />STUDS w/ HTT16 <br />TILE <br />■ AT BASE <br />FOYER <br />TP 00 <br />O PE�K <br />)RCH <br />I <br />is <br />LAUN <br />D'TILE <br />8'-8" FLAT CLG. <br />l o ) <br />8'-8" FLAT CLG. <br />���JJ <br />TILE <br />o <br />I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 <br />SW <br />H1 <br />W.H. <br />0" <br />17'-10" <br />EDGE OF SLAB 2° <br />BUILDER TO <br />35 <br />AL--�C"' <br />- <br />■ BEYOND WALL <br />PROVIDE APPLIANCE <br />PROTECTION WHEN <br />I o <br />NOTE: FINISHED WALLS <br />REQUIRED PER <br />FBC <br />I M <br />TO BE FLUSH. FIELD <br />I F- <br />VERIFYG.T. <br />. .. -- ----- <br />---------------- <br />8'-8" CLG. A.F.F. <br />----------- <br />----------------- <br />I <br />8'-0" CLG. A.F.F. <br />J <br />Z <br />ENTRY <br />_ ____ <br />- <br />8'-0" FLAT CLG. AF <br />P54 x 2Q'= _ I <br />Q - <br />------ <br />GARAGE <br />(ATTIC �� <br />I <br />OU Q <br />8'-0" CLG. A.F.F. <br />LAB----J <br />JU <br />cr <br />00 <br />w <br />o <br />N <br />TYP. @ SINGLE <br />j w <br />1'4" 4'-4" <br />STORY <br />(SEE AA/S3 FOR rA <br />STEM OPT.) S3 <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 <br />K <br />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I O <br />------------------------------- <br />GARAGE <br />I <br />1 <br />16070 OVERHEAD DOOR <br />16-0" <br />19'-4" <br />5'-8" <br />251 <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 />U <br />w w <br />UJ Z J <br />�Fm <br />DUI,_ L) <br />U <br />>°� <br />00o <br />= <br />U <br />00 2 <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) - 1 314" 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 i <br />DA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET 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 />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 />182X252 <br />S.H. <br />13 <br />20X383 <br />182X374 <br />S.H. <br />14 <br />20X50g <br />182X50 <br />S.H. <br />15 <br />20X63 <br />182X821 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />11-12 <br />271/4X26 <br />26X252 <br />S.H. <br />1H3 <br />271/4X38$ <br />26x374 <br />S.H. <br />1 H4 <br />27 a X 50' <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 s <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />374X50s <br />362X50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37'4 X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54 X 38 J <br />52 2 X 37 3 <br />S.H. <br />34 <br />54 X 501 <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />5212 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <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'-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 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 />(GARAGE / LIVING) <br />jR-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - ELEV-A <br />SCALE: Ya"=1'-0" <br />M <br />lV <br />C= <br />C41 <br />C 2 <br />S W <br />� <br />r <br />U n O <br />c cc c.) N <br /><v C <br />N � N <br />H m <br />Q .4i N <br />c d <br />d <br />d <br />a � <br />3 <br />3 `$ <br />C, •� A <br />c � <br />o <br />d U <br />0 V" <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Q <br />�* E S N <br />CO <br />�_ N 8 N <br />V01 <br />O <br />3 00 Ul ik LL U. <br />N <br />rq�w ' <br />v 3 a a <br />Q <br />cc) w <br />J U- a. <br />Z <br />2 <br />z <br />o <br />morn <br />r m8 o <br />o <br />r p <br />'� N m m w Q <br />W <br />W <br />N�. �rw <br />Z <br />LL <br />or:J <br />N M Z U 0 <br />z <br />1=- <br />Z <br />OU ❑❑❑ <br />tu <br />z N M <br />o <br />z N <br />z � � <br />Q v <br />-J <br />a N <br />M <br />V) <br />z <br />QD <br />QJ <br />o <br />4-m) <br />(� <br />cn <br />w <br />m <br />U <br />0 <br />$ <br />V) <br />LUV)'> <br />r0 <br />r- iq <br />U <br />n <br />U 000 <br />C � <br />Q <br />a <br />W <br />CIDZ <br />M <br />0 3' <br />Q <br />J <br />E <br />w <br />CIS= <br />aR <br />E OV <br />oo <br />wz <br />F' <br />c0 <br />0 <br />0aoz <br />wa <br />00 <br />I.r, <br />m t <br />z <br />�` <br />Qow� <br />Qo0 <br />ZYZ <br /><� <br />z <br />Q� <br />O <br />o <br />Z o <br />, <br />°p <br />�w <br />W <br />m <br />10 <br />w <br />M <br />v <br />5 <br />d � <br />03 <br />T� <br />M <br />>M <br />O <br />m <br />rn <br />I! <br />cc <br />CU LO <br />T <br />L ' <br />co <br />U) <br />m <br />L0 <br />1 <br />_ <br />a� <br />O <br />CN <br />.� <br />a)o <br />LO <br />N <br />Q <br />N <br />r <br />'_ <br />d <br />M <br />: <br />M M <br />W to <br />o <br />z <br />z <br />E <br />E0 <br />a a3 <br />cc <br />c <br />a <br />0 � <br />Q o <br />_J <br />JOB <br />NO: <br />23-06111 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />