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0 <br />60 <br />0 <br />n <br />0. BATH <br />BATHROOM 2 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES PER <br />FLR. PLAN <br />Y� <br />i <br />Itr, <br />TEMP <br />OBSC <br />00 o i4 <br />li <br />I <br />a <br />a <br />0. 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 />ROD 0-- <br />150 <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />� ON BATHROOM WALL <br />TOWEL BAR <br />TUB OR SHV <br />4SIt� <br />VALVES ®ate <br />MEDICINE <br />CABINET <br />TOILET t4 <br />PAPER tO <br />SOAP <br />DISH <br />r HOLDER <br />qp <br />} <br />? �C <br />oLL <br />n <br />9 cZ>t tv > <br />M O <br />TUB <br />FIN. FLR <br />BATHROOMS SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />TYPICAL HEADER HGT. <br />KITCHEN <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />t LINEN 30" H UPPER <br />PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />¢ <br />36 H BASE <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />CABINETS <br />6000 <br />W. <br />MN <br />4 <br />F� <br />tq <br />i. <br />L;L <br />1,_2„ <br />0o <br />2x <br />FRAMING.4 <br />M <br />1/2" GYP N `� N <br />F <br />N <br />t? <br />BOARD <br />FIXv <br />FIN. FLR. <br />2X P.I. 501-15- FLA I t:- <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />� ALT ^ I I <br />I AC PAD I <br />°;t� it l <br />LO <br />Q <br />r <br />60 <br />1'-4"X114" "L" <br />SHAPE CMU <br />COLUMN <br />5'-0" 10'-4" <br />AC PAD TYP, @ J <br />2-STORY Sl <br />35 SH <br />DINING <br />�1 8'-8" FLAT CLG. T <br />CARPET <br />LO <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET F <br />J <br />09 <br />4'4" 2'4" 6 8'-4° <br />1/2 WALL (3) 2x4 #2 SPF <br />O LID N OR RAILING STUDS W/ (3) <br />PER SPECS 16d NAILS AT <br />11 FLOOR G.T. BASE <br />ff I I I I I II I I I I I <br />- .._f ..__.._... i_,,a I I I I I III 1 I <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />TOAB <br />2x # SP <br />r <br />u <br />-4" <br />�, LANAI <br />8-8„FLAT CLG. A.F.F. <br />I I <br />I I <br />I I <br />I O I <br />I Ana4 cr_n I <br />11, i <br />F <br />8' ". F�T-C G. <br />TIE iv <br />_- <br />�f FLOOR G.T. rcQ6� SHEAR WALL <br />EDGE OF SLAB 2" <br />BEYOND WALL W H <br />4-5 <br />Q BUIL ER TO PROVIDE <br />S4 APPLIANCE PROTECTION <br />C HEN REQUIRED PER FBC <br />S3 H1 - <br />W/ USP LSTA 8 STRAPS <br />(CENTERED) EACH SIDE <br />CV)o <br />J <br />LU <br />OF WALL TO FLOOR <br />TRUSS ABOVE @ 16" O.C. <br />J <br />S6 <br />Z o W <br />GARAGE <br />' <br />TYP. <br />STORY <br />- <br />> <br />8'-8" FLAT CLG. A.F.F. <br />ENTRY <br />' <br />� <br />' N <br />8'-8" FLAT CLG <br />O Q W <br />Z > U_ <br />AFF <br />- - - - - - - - - - - - - - - - - - - <br />- <br />S3 <br />- <br />I <br />I <br />I <br />I <br />TYP. @ <br />FLOOR G.T. I <br />SINGLE <br />_ _ <br />STORY- <br />j <br />8"x16" CMU COLUMN j <br />I <br />W/ 6"x12" ABOVE 1 <br />- <br />INTERGRATED INTO K <br />WALL W/ (2) #5 TYP. @ S4 <br />HB <br />I <br />VERTICAL I <br />s, <br />GARAGE <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - - - - - <br />16 70 OVERHEAD DOOR <br />0 <br />_I <br />$o <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />Q <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />SEE SN SHEET 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 />184X25� <br />S.H. <br />13 <br />20 X 38 J <br />181 X 37 <br />S.H. <br />14 <br />20X50 <br />18#X50 <br />S.H. <br />15 <br />20X63 <br />181X62 <br />S.H. <br />16 <br />20X72 <br />181X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 37 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 � X 63 <br />26 X 62 112 <br />S.H. <br />iH6 <br />47aX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 381 <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37�X501 <br />36�X50 <br />S.H. <br />25 <br />37 � X 63 <br />36 � X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 # X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />521J X 37 J <br />S.H. <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54X72 <br />52JX71 <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 />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />e <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 />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walla 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 1-318" 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 />a 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 />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 />FIRST FLOOR PLAN -A <br />e+� <br />•� M <br />cti <br />a <br />Z <br />Q <br />c w <br />L c G' <br />ram-, c <br />c ti (--� u <br />Q N LIC <br />a, d <br />.y c a <br />& . r' <br />a <br />c E <br />�o <br />n <br />I�i�����f'�f <br />OHill <br />WN <br />J 6 & <br />U <br />rf/ <br />fin'` E 5510 <br />� <br />To the best of the Engineers 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 engineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />t» <br />� <br />o <br />0 <br />Q <br />0� �S <br />,n w $ ti <br />MLo44 <br />a <br />0Mv� 06 1 <br />J <br />�u-, , Ua <br />z <br />0 <br />rr(ppp v co a <br />In4 <br />W <br />W N <br />N c� Z d <br />OU <br />Z <br />W <br />0CD <br />z � <br />z <br />J <br />Q) <br />Co <br />ro <br />•V <br />Cn LL <br />W W <br />O <br />- g <br />]k <br />t/) <br />�N <br />L 8 <br />5 <br />M <br />(n <br />U � <br />r_,., <br />as <br />u <br />U <br />Q � <br />• <br />see <br />o <br />MaJ <br />w <br />Z <br />U_ <br />E <br />ZO <br />at <br />>N <br />_® <br />7a <br />00. <br />W <br />L)V <br />_ <br />O 1'3 <br />X V <br />O <br />2 � <br />D <br />0z <br />z <br />N � <br />L <br />o <br />ao <br />wz <br />m0 <br />N <br />Z <br />W <br />o <br />NZ <br />�Z <br />g <br />s <br />0I� <br />0 <br />0O <br />= <br />Lo <br />O <br />rn <br />i <br />00 <br />co <br />3: <br />O <br />�-� <br />(T .. <br />O <br />� <br />U) m <br />� <br />N <br />� <br />� <br />Lf) <br />\� <br />('D N <br />O) <br />N Q <br />T 04 <br />Lin <br />�. <br />U') <br />i <br />of <br />f0 <br />4 <br />00N <br />M N <br />T <br />o <br />? <br />E <br />E <br />:: <br />c <br />tl <br />JOB <br />NO: <br />22-12357 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.� <br />