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I <br />KITCHEN <br />MIRROR <br />o / <br />co 0 <br />M <br />KITCHEN <br />O. BATH BATHROOM 2 <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 _ 'I` -- <br />MIRROR <br />VARIES <br />/ <br />24" TOWEL BAR <br />w <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />MEDICINE <br />o <br />1 <br />CABINET <br />TOILET <br />PAPER <br />I HOLDER <br />ear <br />p:E 02 <br />LL <br />�9 <br />O% cV <br />M� Cl) <br />p <br />(V <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />g <br />TOWEL BAR IN <br />a <br />TUB OR SHWR. <br />rr <br />w <br />a <br />F <br />SHWR. <br />VALVES <br />= <br />'0 <br />cm to <br />J <br />o DISH <br />'n <br />o <br />O <br />M <br />TUB <br />DOUBLE <br />RODS <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 />o BRACKET 36" H BASE <br />FINISHED CABINETS- <br />0 COUNTERTOP 30" H BASE <br />4 i" CABINETS - <br />LL lIN <br />0 <br />LID in 0. <br />O 2x <br />L9 e6 FRAMING- <br />1/2" GYP <br />r BOARD - - - <br />SINGLE <br />ROD <br />II 1 12" FOR PANTRY <br />0 <br />(V <br />I <br />00 <br />0 <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING vvISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS_ <br />SCALE: 1/4" = 1'-0" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />A <br />0 <br />CV <br />(V <br />50 <br />r <br />T <br />TYP. @ 2 <br />STORY.SEE <br />JJ/S6 @ <br />STEMWALL <br />1'-4"X1'-4" "L" -� <br />SHAPE CMU <br />COLUMN <br />?5,_n„ <br />13'-0" <br />12'-0" <br />1 V-8" <br />T-9" 8'-3" <br />EAJD, <br />HB Op <br />■ 35�-S/H <br />■ <br />----- ----------------- <br />I <br />LANAI <br />NOOK <br />OOK <br />F-0" FLAT CLG. AFF <br />- <br />8'-8" FLAT CLG` <br />I <br />TILE v <br />12'-4" <br />I <br />6068 SGD <br />II I III <br />� <br />1 <br />I <br />I.. <br />I I <br />1 <br />It <br />�- <br />�4- <br />I' <br />I �o- --w1 <br />1 <br />0 <br />- <br />_ <br />r <br />IFo-z <br />FAMILY �. <br />I --�UW)._ <br />_ <br />8'-8" FLAT CLG. - <br />CARPET <br />I �I --- -.o ..._ <br />I <br />■ <br />3„I <br />2'111 " <br />- <br />_- <br />1T-cH -` -- <br />_8'-8" FLAT CLG. ` 2468� <br />= <br />TILE '-0; IN <br />FLOOR G.T. <br />- _......_.'I <br />LO <br />- <br />-- <br />REF. <br />t\ <br />16 <br />_.. <br />5'-74" <br />15 <br />_ <br />13 <br />_ <br />DINING <br />(3) 2x4 #2 SPF <br />12 <br />- <br />■ <br />STUDS w/ (3) 16d <br />GG <br />8'-8" FLAT CLG. <br />CARPET <br />NAILS @ BASE <br />oo S3 <br />11 <br />- <br />- <br />TYP <br />10 <br />42" H 1/2 WALL <br />3, 3„ <br />4_24 g <br />OR RAILING PER <br />- <br />SPECS <br />FLOOR G.T. <br />8 <br />-- <br />--- <br />7 <br />6 <br />-- <br />STUDS w/ (3) 16d <br />I <br />■ <br />NAILS @ BASE <br />_ Ir UP <br />=_ <br />N p <br />OI <br />- <br />_ <br />1 2 3 4 5 <br />406$ <br />PWDR <br />ARCH - <br />� <br />GG <br />-- <br />3 2x4 #2 SPF <br />-_ <br />_ <br />I � 8'-8" FLAT CLG. (0� <br />_ _--- <br />2�s - 83 W 1 - <br />- <br />DS w/ HTT16-i <br />L _ TILE <br />- <br />AT BASE <br />FOYER <br />8'-8" FLAT CLG <br />rP ! 1 <br />__ -- -- PE K <br />o <br />- <br />Q } - <br />i <br />LAUN <br />8'-8" FLAT CLG. <br />I� <br />D. <br />-_ <br />_ <br />-- <br />TILE <br />--4 <br />S4 <br />TILE <br />- <br />I I I I I I I I I i l 1 1 1 t l 1 <br />- <br />6'7a <br />4'-0 <br />7�-2a <br />0" <br />1 T-10" <br />- <br />EDGE OF SLAB 2" <br />BUILDER TO <br />PROVIDE APPLIANCE <br />(1) <br />- <br />- <br />_N <br />_� <br />BEYOND WALL <br />PROTECTION WHEN <br />I 00 <br />- <br />NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />I o <br />I <br />TO BE FLUSH. FIELD <br />--VERIFY. G.T. <br />8'-8"CLG. A.F.F. <br />1 O <br />I <br />------------------------------ <br />8'-0" CLG. A.F.F. <br />ENTRY <br />_ o z <br />8'-0" FLAT CLG. AF <br />P54 x`�i'= <br />Q d <br />------ <br />GARAGE <br />�A��--___-J_ <br />0 <br />co <br />W U <br />N <br />TYP. @ SINGLE <br />W <br />> w <br />1'-4" <br />4'-4" <br />STORY <br />(SEE AA/S3 FOR A <br />STEM OPT.)- S3 <br />I <br />I <br />- - - - - - <br />- <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 />TYP. @ S4 <br />I <br />I Q <br />GARAGE <br />I <br />I <br />16070 OVERHEAD DOOR <br />16'-0" <br />19'-4" <br />5'-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 />O� O� <br />w w <br />♦- (] <br />W J <br />m <br />OLL <br />0 <br />DUI= <br />>0 <br />U <br />50 <br />ir <br />60 S <br />HB <br />0 <br />N <br />CD <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 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 WI 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 />�A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <br />SEE SIN SHEET OH 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 />182X252 <br />S.H. <br />13 <br />20X38g <br />182X37d <br />S.H. <br />14 <br />20X50g <br />182X50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />1H3 <br />271/4X383 <br />26x374 <br />S.H. <br />1H4 <br />274X501 <br />26x50 <br />S.H. <br />1 H5 <br />2714 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 J X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 $ <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 $ <br />36 2 X 50 <br />S.H. <br />25 <br />37 a X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732 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 a <br />52 2 X 37 a <br />S.H. <br />34 <br />54 X 50,5 <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 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 112" 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 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 - ELEV-A <br />4 <br />c1a <br />cam, <br />CD <br />4; 0.01 <br />eat <br />2 <br />a C-A <br />�+ <br />In <br />3.`�' u <br />m <br />ais � <br />M <br />N <br />O <br />N <br />N <br />i n <br />'t:�B69♦ p <br />• - <br />C+'.l <br />s <br />Ll.iY <br />ay 73t <br />�.. <br />�g1i'l <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 <br />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 />Engineers signature and seal. <br />N <br />Q <br />EE o <br />OO M 8 N �V <br />v <br />� <br />o <br />0 <br />�' CO <br />0) <br />0 <br />4 <br />LU <br />aiMv 3 w o a-- <br />-1 LL I Y & <br />u- z <br />C103 <br />o <br />6rn <br />Z@ <br />O <br />O <br />2 ca Cr O <br />,-- :p ? o <br />Q <br />5 .F CV C9 mIL <br />W <br />¢ m <br />W <br />Z <br />ILJ <br />o d <br />N 04 M z U O F <br />z <br />OU Q[]❑ <br />Z <br />W <br />z N M <br />o o <br />z � N <br />z � � <br />N <br />N <br />M <br />W <br />(D o <br />c <br />� N <br />U <br />>LnL/) <br />0 <br />w o <br />c <br />w m <br />Ri <br />�_ E <br />ml:... <br />y U <br />ZIP•.. <br />U o N <br />C <br />¢ <br />m <br />-® <br />N <br />IIII, <br />o <br />w <br />� <br />M <br />M <br />A <br />O SS2 <br />Z <br />Q <br />� <br />LL <br />cd E <br />zo <br />�o <br />> S <br />Z <br />aN <br />>� O <br />U <br />oLL <br />z0 <br />F� <br />_ <br />E <br />40 <br />� U <br />¢ ¢ <br />� o <br />U <br />O <br />a <br />{� <br />L <br />az <br />`o <br />X� <br />ww <br />6� <br />U2. <br />m 2 <br />o0 <br />z <br />J <br />15 <br />�� <br />W <br />�w <br />U3 3 <br />-z <br />�w <br />$ <br /><o <br />oLL <br />�G <br />S�J <br />1< <br />° <br />0 O <br />> C� <br />O <br />Ca <br />0 <br />a� <br />i <br />M <br />(Ico <br />CN <br />O <br />� <br />Cr <br />C Y <br />co <br />O <br />M m <br />N <br />C <br />LO <br />�.� <br />-1--1 <br />f0 M <br />O O <br />N <br /><C <br />o ^ <br />T <br />ai <br />ca <br />M N <br />M <br />o <br />z <br />z <br />E CV <br />vi <br />iu <br />cu <br />4 <br />E <br />o <br />U J <br />a w <br />Q 0 03 <br />0 <br />J <br />JOB <br />NO: <br />23-00502 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />