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wo,0r <br />0 <br />50 <br />i. <br />0. BATH <br />BATHROOM 2 <br />a <br />cc <br />0. BATH <br />00 00 <br />L <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />SHWR. SHWR. <br />CURTAIN HEAD <br />-,�V-ARI-ES,� <br />/ <br />/ <br />ROD 0 <br />/ <br />24" TOWEL BAR <br />TOWEL BAR IN <br />w <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TUB OR SHWR. <br />� ON BATHROOM WALL <br />MEDICINE <br />y i L <br />CABINET <br />m <br />VALVESo�- <br />TOILET <br />SOAP <br />PAPER <br />DISH q <br />HOLDER <br />4 <br />Ir cc0 <br />v <br />p Z p Z <br />�-�- ;1_o <br />O- N% <br />O <br />M O <br />(") M � M <br />N <br />TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />co <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />VARIES PER <br />FLR. PLAN <br />TYPICAL HEADER HGT. <br />�� I -I I� CI <br />KITCHEN <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <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 />BRACKET 36" H BASE <br />U FINISHED CABINETS <br />o COUNTER TOP 30" H BASE <br />o 9 <br />CO <br />4 CABINETS <br />60 <br />b <br />� <br />LL �iry <br />n <br />O <br />U 2x <br />c? FRAMING 7 o <br />0 <br />112" GYP N v <br />N <br />? <br />BOARD <br />FIN. FLR. r <br />FIN. FLR. <br />x P. 1. bULh PLATE!P <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />I <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />25'-0" <br />134" 10'-0" V-8" <br />V-4" T-4" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />UDS W/ USP <br />T1_ 6 @, BASE 1 <br />~LEDGE OF SLAB <br />BEYOND WALL <br />2" <br />W H <br />D <br />-0 <br />T-3" <br />4'-5' <br />6'-4' <br />S3 <br />FOYER"i$ <br />BUILDER TO PROVIDE <br />- <br />8 $ FLAT CL-Ct - <br />C APPLIANCE PROTECTION <br />TILE'', <br />S3 WHEN REQUIRED PER FBC--W/ <br />USP LSSTRAPS <br />` <br />(CENTERED) EACH SIDE <br />7 <br />00 = <br />U) <br />OF WALL TO FLOOR <br />0 <br />0 � <br />TRUSS ABOVE @ 16" O.C. <br />- <br />S6 <br />W u_ <br />-- <br />Cn M u_ <br />- <br />GARAGE <br />TYP. @ <br />N <br />FL �O LU <br />8'-8" FLAT CLG. A.F.F. <br />- <br />2-STORY <br />ENTRY ' <br />u-j J o <br />0 Q w <br />8'-8" FLAT CLG <br />Z ti <br />- <br />AFF <br />------------------------- <br />S3 <br />I <br />I <br />- <br />u, <br />I <br />I <br />TYP. @ T <br />I <br />FLOOR G.T. I <br />SINGLE <br />- - - - - - - - <br />- - <br />- - - - <br />STORY <br />- - - - - - - - <br />"._ <br />- <br />j <br />8"x"IT CMU COLUMN j <br />I <br />W/ 6"x12" ABOVE I <br />- <br />INTERGRATED INTO K <br />- <br />HB <br />- <br />I <br />WALL W/ (2) #5 TYP. @ S4 I <br />__ <br />I <br />VERTICAL GARAGE I <br />o <br />---- <br />• <br />- - - - - - - - <br />-.31 <br />- - - - - - - - - - - - - - - - - - - - <br />•'� <br />■ <br />-- <br />161670 OVERHEAD DOOR <br />0 <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />AO <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 />1, <br />+26.6 / -29.1 <br />FC� <br />+26.6 / -33.5 <br />O <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 />20 X 50 a <br />181 X 50 <br />S.H. <br />15 <br />20X63 <br />18�X62 <br />S.H. <br />16 <br />20X72 <br />181X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1 H3 <br />27 1/4 X 38 g <br />26 x 37 4 <br />S.H. <br />1 H4 <br />27 1 X 50 g <br />26 <br />11­15 <br />2741X63 <br />26X621/2 <br />S.H. <br />1H6 <br />2741X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />361 X 25 1/2 <br />S. H. <br />23 <br />37 4 X 38 s <br />36 z X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 5 <br />36' X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 z 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 z WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2' X 25 <br />S.H. <br />33 <br />54 X 38 g <br />52 2'X 37 4 <br />S.H. <br />34 <br />54 X 50 s <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2'X 62 z <br />S.H. <br />36 <br />54X72 <br />52�X71 <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 />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 />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 />FIRST FLOOR PLAN - ELEV A <br />SCALE: %4"=1'-0" <br />C <br />t� d <br />C W <br />CD <br />7 a P C) <br />f <br />C ra�CZ <br />N R <br />Q ['V � <br />�� <br />03 Zz <br />� 3 <br />_dam® <br />� <br />,a <br />C 1_ <br />o <br />� U C, <br />M <br />`o' rlo PE75750 <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 <br />Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineer's signature and seal. <br />ar <br />W <br />hp O E <br />fA rn 04 <br />0 <br />aQj _J V <br />LL w w <br />w d 0_ <br />Z - O� <br />3: U <br />P; t Caa o <br />0� p <br />w <br />INco <br />'r W o <br />°' <br />m <br />¢ m <br />W 05 <br />CID o <br />a M Z LO CoZ <br />z <br />W o w <br />4 U 2 <br />ti `M (VLL Q <br />° z OU <br />U to F- <br />❑❑❑ <br />ch <br />o 0 <br />0 <br />� <br />QQN <br />z O Q <br />Q <br />J - <br />m <br />� <br />aX <br />cn <br />o <br />�0 <br />O u., o <br />cn -- <br />E <br />1�".. <br />8 <br />o <br />C)In 0 <br />CO <br />te, <br />N <br />.4 <br />o <br />10 <br />w <br />M <br />U <br />ZO � <br />z <br />Q <br />LL <br />zo <br />g <br />>ry <br />Q� <br />Q a <br />oLL <br />Za <br />- <br />g 0 <br />T, I <br />I <br />U O <br />.0 <br />O E <br />coE <br />¢ <br />a z <br />p < <br />4 <br />.1 <br />z <br />ra <br />7 <br />po <br />w0co <br />W <br />a <br />2 <br />0y <br />m 0 <br />o, <br />� <br />J <br />"saw <br />¢ <br />2z <br />no <br />co <br />T � <br />o< <br />� W <br />W <br />O <br />m <br />0 <br /><r � <br />~az <br />=H <br />tt <br />o <br />w� <br />aF <br />xF <br />�o <br />a <br />.N O <br />� <br />> Lo <br />O <br />E <br />m <br />0 <br />� <br />r <br />co <br />Lr) <br />C <br />Ln <br />^ <br />Q <br />N <br />Y J <br />N <br />a. <br />^ <br />U) <br />N <br />m 0 <br />' n <br />LL <br />r1I <br />C0 <br />O LL <br />m c <br />C:)r) <br />Ln <br />O N <br />M oor <br />E <br />c M <br />Z <br />E co <br />ICU6 <br />a <br />U <br />c <br />IL <br />� Q <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />