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r <br />0 <br />M <br />MIRROR <br />O. BATH <br />BATHROOM 2 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />T <br />MIRROR <br />c <br />cc <br />t <br />TEMP <br />OBSC <br />0 <br />El <br />(V <br />O. BATH <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />RED -0 O- <br />24" TOWEL BAR <br />TOWEL BAR <br />w <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TUB OR SHV <br />- <br />ON BATHROOM WALL <br />MEDICINE <br />CABINET <br />00 <br />tom- <br />VALVESe� <br />TOILETCl? <br />SOAP <br />PAPER Zo <br />DISH <br />HOLDER <br />v <br />002 <br />pZLL <br />Q Q <br />o <br />O% 1V i <br />M <br />M CNi -T <br />N <br />L <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />in <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />VARIES PER <br />FLR. PLAN <br />TYPICAL HEADER HGT. <br />KITCHEN <br />42" H UPPER <br />CABINETS - <br />36" H UPPER <br />CABINETS <br />14 <br />30" H UPPER <br />16" FOR LINEN <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />w BRACKET 36" H BASE <br />O FINISHED CABINETS <br />S <br />COUNTERTOP 30" H BASE <br />0 ° <br />o CABINETS <br />o <br />00 <br />ILL -IN <br />r` <br />n <br />cO <br />d 1'-2" <br />O <br />r L9 <br />h$ <br />2X <br />°J FRAMING o <br />0 <br />1/2" GYP fV N <br />N <br />? <br />BOARD <br />FIN. <br />FLR. .- <br />FIN. FLR. <br />X P.T. <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />00 <br />in <br />T <br />� ALT <br />I I AC PAD I I <br />to <br />In <br />N <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />AC PAD TYP @ J <br />O2-STORY SI <br />35 SH <br />DINING <br />8'-8" FLAT CLG. <br />CARPET <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET <br />A = 1/2 WALL <br />NOR RAILING <br />PER SPECS - <br />FLOOR G.T. <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />2 # SF <br />8'-4" <br />(3) 2x4 #2 SPF - <br />STUDS W/ (3) <br />116/ydSNCLAILS AT <br />11.Brws.11wwwwlewwwww� <br />0 <br />r; <br />- <br />LANAI� <br />8-8 FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />1 I <br />I I <br />I I <br />� 6068 SGD � <br />I IF_ 7 <br />_8" <br />w <br />� I <br />4 4 <br />.T d� SHEAR WALL <br />EDGE OF SLAB 2" <br />BEYOND WALL W H <br />7'-3" 4'-5" <br />Q BUILDER TO PROVIDE <br />C S4 APPLIANCE PROTECTION <br />S3 H1 WHEN REQUIRED PER FBC <br />W/ USP LSTA 8 STRAPS ` <br />(CENTERED) EACH SIDE <br />f% <br />0 <br />PLUMBING LINE LO <br />TO SECOND <br />FLOOR <br />�® <br />Ce) <br />_ <br />r <br />D <br />S3 <br />= <br />OF WALL TO FLOOR <br />o <br />TRUSS ABOVE @ 16" O.C. <br />- <br />S6 <br />�o <br />LU u- <br />z o - <br />GARAGE <br />TYP. <br />sPro <br />- <br />Y <br />- <br />I.-LU CD <br />8'-8" FLAT CLG. A.F.F. <br />ENTRY <br />Jo <br />8'-8" FLAT CLG <br />_ _ <br />O Q LU <br />Z li <br />AFF <br />------- <br />---rA-------------------------- <br />- <br />S3 0 <br />9 <br />TYP. @ .- <br />""`--- <br />I <br />FLOOR G.T. I <br />SINGLE <br />- - <br />- --- - - - <br />STORY o <br />-------- <br />-- <br />j <br />8"x16" CMU COLUMN j <br />-- <br />- <br />1 <br />W/ 6"x12" ABOVE I <br />- <br />INTERGRATEDINTO K41t <br />HS <br />WALL W/ (2) #5 TYP. S4 <br />_ <br />I <br />VERTICAL GARAGEM <br />-------------------------- <br />16070 OVERHEAD DOOR <br />O <br />Y <br />N <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />AC� <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 />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET HC� 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 />18�X251 <br />S.H. <br />13 <br />20X388 <br />182X373 <br />S.H. <br />14 <br />20 X 50 a <br />18 2 X 50 <br />S.H. <br />15 <br />20X63 <br />18X62 <br />S.H. <br />16 <br />20X72 <br />18'X711 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />11-13 <br />271/4X383 <br />26x374 <br />S.H. <br />1 H4 <br />271 X 50 8 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 a X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 a X 26 <br />36 2' X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 a <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 J X 5018 <br />36 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 1 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 />73 � WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 z X 25 z <br />S.H. <br />33 <br />54 X 11, <br />52 ' X 37 a <br />S.H. <br />34 <br />54X50- <br />$ 5 <br />521 <br />gX50 <br />S.H. <br />35 <br />54 X 63 <br />52 ' X 62 z <br />S.H. <br />36 <br />54 X 72 <br />52 � X 71 z <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 />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 W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />FIRST FLOOR PLAN <br />SCALE: %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 />Indwelling 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 />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 LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />C`. <br />c <br />0 <br />C-4 <br />-n <br />W <br />W- <br />Cn <br />C CS <br />m ;x <br />(ae.� <br />40 r 4 <br />iz 4' <br />a, " <br />AA <br />Q s' <br />N E <br />C <br />m o <br />� U <br />iIt! .� <br />. J <br />e� <br />r� 0 <br />Vold., <br />0; <br />e <br />�E�S <br />10� <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 />M <br />W <br />AAM a <br />E <br />O 8 <br />.1111. <br />0 <br />® <br />0 <br />, -mO <br />a) 04 N OD <br />N <br />r'n�ti <br />M <br />Q <br />�040 L'- <br />LD. <br />J LL J_ W <br />a <br />0 <br />m c °; <br />�° of <br />0 <br />_ (ONO <br />W <br />UMZ <br />UMIL <br />co T113 <br />m w <br />M Z <br />N o 0U10, <br />W <br />❑a <br />CD <br />Z n�i m <br />� O <br />co <br />z � � <br />Q <br />J <br />N <br />N <br />M <br />z <br />QV <br />Q) <br />CD o <br />a-1 <br />N <br />w m <br />V) <br />�N <br />w <br />O <br />� <br />co <br />w � <br />U ez� <br />F- J � <br />I <br />I <br />= L U <br />m <br />U 'MIN <br />o N <br />Q <br />I)0 ° <br />o <br />ffi <br />M <br />M <br />a <br />4 <br />U_o� <br />E <br />° <br />io <br />o0 <br />_ <br />< <br />19 <br />z " <br />(C <br />~ <br />o< <br />°L <br />?p <br />�� <br />O <br />tV t <br />a <br />Qz <br />o <br />4 <br />ww <br />`) <br />.2 <br />U <br />zz <br />� Q% <br />J <br />N m <br />Q W <br />>n <br />CD <br />Q� <br />on <br />ZZ <br />2O <br />N <br />Qmw <br />B� <br />z <br />aF <br />_, <br />�~ <br />O <br />O <br />5 <br />MO <br />a � <br />�U <br />> Lo <br />0 <br />C <br />m <br />cc <br />(D <br />CO <br />T <br />� <br />�C/'� <br />fT <br />V// <br />T <br />ILL <br />v) oU <br />N <br />m <br />L0 <br />� <br />0 <br />� <br />M <br />N <br />N <br />L0 <br />ai <br />m <br />C � <br />C`V <br />LO <br />o <br />z <br />z <br />E T <br />N <br />c <br />n. <br />U 0 <br />ICU <br />JOB <br />NO: <br />22-06452 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />