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VARIES, 2" LESS THAN <br />Cy1ABINETS�BELOW� <br />MIRROR <br />I 1 <br />VARIES <br />I <br />00 <br />r <br />00 <br />I II 1 <br />KITCHEN <br />0 <br />50 <br />CD <br />r- <br />KITCHEN <br />0. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <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 />w <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />TOWEL BAR <br />TUB OR SHVN <br />- <br />VALVES <br />MEDICINEoo <br />CABINET <br />TOILET <br />PAPER � <br />SOAP <br />DISH <br />I HOLDER <br />4 <br />Q <br />rn <br />02 0 <br />' <br />4 <br />4> N> <br />o <br />M o <br />Cl) <br />v <br />TUB <br />FIN. FLR. <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />42" H UPPER <br />CABINETS -� <br />36" H UPPER <br />CABINETS <br />1fi" FOR LINEN 30" H UPPER <br />11 FOR PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />Cr 36 H BASE <br />FINISHED CABINETS - <br />COUNTER TOP 30" H BASE <br />R CABINETS <br />ro <br />LL tiN <br />in to Co a 1-2" <br />O 2x <br />? °D FRAMING tRg 4 <br />�) <br />1 /2" GYP N <br />? BOARD <br />FIN FLR. r <br />x P.T. <br />BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />I rl <br />4 <br />CV <br />LO <br />N <br />CV <br />50 <br />ri <br />TYP. @ 2 <br />STORY.SEE <br />JJ/S6 @ <br />STEMWALL <br />■ <br />LO <br />Cl) <br />O <br />AC PAD <br />O <br />1- ■ <br />■ <br />■ <br />■ <br />LANAI • <br />_NOOK­- <br />8'-0" FLAT CLG. AFF <br />8'-8" FLAT CLG"r <br />TILE co <br />12-4, „ <br />O <br />6068 SGD <br />- - <br />■4 a■ <br />- <br />rI <br />' <br />II <br />I a <br />�I <br />LL O <br />Y <br />RI <br />< <br />O <br />FAMILY <br />- <br />; <br />- <br />8'-8" FLAT CLG. <br />I �I o <br />I <br />■ <br />CARPET <br />I pl <br />ITCH <br />`n <br />8'-8" FLAT CLG. -- 2468 <br />! <br />TILE '-0, <br />_ <br />FLOOR G.T.LID <br />REF.- <br />---- - <br />16 <br />iv <br />ix. <br />m--- 15 <br />5'-71" <br />DINING <br />(3) 2x4 #2 SPF <br />13 <br />12 <br />STUDS w/ (3) 16d <br />GG <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET <br />ao S3 <br />TYP <br />10 <br />42" H 1/2 WALL <br />31_31I <br />4'_241 g <br />OR RAILING PER <br />FLOOR G.T. SPECS <br />8 <br />- <br />--------------- <br />- - --- <br />7 <br />■ <br />(3) 2x4 #2 SPF <br />6 <br />- <br />STUDS w/ (3) 16d <br />UI <br />NAILS @ BASE <br />_ IYI UP <br />CV 0 <br />i!) O <br />I <br />- <br />�1 <br />2 <br />3 <br />4 <br />5 <br />ARH C <br />P V V D R 4068 <br />-- (3) 2x4 #2 SPF 8'-8" FLAT Cl­�ro`b <br />: �� S3 W. <br />- STUDS w/ HTT16 TILE <br />AT BASE <br />- TF °° <br />= FOYER PnEnK <br />Q LAU N <br />- - 8'-8" FLAT CLG. <br />8'-8" FLAT CLG. D. <br />_. TILE <br />4 TILE <br />I I I I I I I I I 141 I I I 1 I t <br />o - S <br />H <br />6-71" <br />4'-0 <br />T-2t„ <br />- - -: 0" <br />17-10" <br />BUILDER TO <br />N EDGE OF SLAB 2" <br />A.PROTECTION <br />-Q - BEYOND WALL <br />�1 PROVIDE APPLIANCE <br />WHEN <br />I oNOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />--- TO BE FLUSH. FIELD <br />- _-VERIFY.-_-- G.T._ <br />-- <br />8'-8" CLG. A.F.F. <br />---------- <br />0o <br />v <br />1 <br />8'-0" CLG. A.F.F. <br />10 <br />1 <br />ENTRY <br />OZ <br />8'-0" FLAT CLG. AF <br />I`54s z� a <br />------ <br />I _-ATTIC_, o J <br />T <br />$-GARAGE A.F.F. <br />s <br />�A�CE&3'----J rr <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />o <br />N <br />w <br />TYP. @ SINGLE > w <br />COLUMN <br />1'-4" 4'-4" <br />STORY <br />A <br />(SEE AA/S3 FOR <br />STEM OPT_ S3 <br />r--------------- <br />I <br />-) <br />---- ------I <br />I <br />- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K I <br />TYP. @(S4 <br />I <br />I O <br />GARAGE I <br />I <br />I <br />--------------- <br />I 16070 OVERHEAD DOOR <br />I <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 />cr cr <br />W <br />H <br />W z -J <br />�0co <br />HUH � <br />U <br />> <br />00 = <br />80 = <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 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 />(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"C" <br />CA <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 />G <br />SEE SN SHEET HH SEE SN SHEET <br />6 <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 />1821X252 <br />S.H. <br />13 <br />20 X 38 J <br />1812 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 2 X 50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />i H2 <br />27 114 X 26 <br />26 X 25 2 <br />S.H. <br />11-13 <br />271/4X38J <br />26x37q <br />S.H. <br />1 H4 <br />27 a X 50 g <br />26 x 50 <br />S.H. <br />iH5 <br />271X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27' X 72 <br />26 X 71 1/2 <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 s <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 2 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 J4 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 $ <br />52 2 X 371 <br />S.H. <br />34 <br />54 X 50 J <br />521 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 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 <br />2073 S.F. <br />GARAGE <br />396 S.F. <br />LANAI <br />104 S.F. <br />ENTRY <br />32 S.F. <br />TOTAL SQ. FT. <br />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 />JR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - ELEV-A <br />SCALE: X"=V-0" <br />e•s <br />!V <br />ca0 <br />N <br />= <br />> W <br />O t <br />t� o <br />CL <br />C cc V N <br />.r oWax <br />N l4 O a <br />y -W N L <br />y O O l9 <br />Q Y <br />yVQ <br />m CIO <br />W <br />c <br />Ds <br />y o 4 <br />C= <br />7 � T <br />m <br />n. <br />c � <br />ca O <br />a i <br />N <br />0 <br />N <br />i <br />N <br />p <br />�( <br />r. <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 engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />a <br />$ $ <br />p <br />O <br />w <br />lY� <br />Q <br />rA N O q! ly <br />M U- LL W <br />- -- w a <br />x <br />Z <br />- a, a <br />W��OjO1 <br />Z <br />IL <br />ro$m 0 <br />m w <br />co <br />Z Q J <br />M <br />ZN <br />OU <br />W <br />1710 <br />U R <br />Z N m <br />o <br />z <br />z � � <br />a <br />� <br />�N <br />z <br />C9 i; <br />.2 <br />tL <br />4--+ <br />cn <br />L.0 �c <br />n <br />U <br />0 <br />W g <br />N <br />�N <br />c <br />(� <br />mint <br />r- � <br />U <br />w <br />8 <br />z� <br />Q N <br />s� <br />r <br />o <br />M <br />M <br />J <br />W <br />z0 <br />� <br />z <br />W <br />Z <br />< <br />� <br />L - <br />a p <br />V <br />Z <br />F� <br />A:) rQ <br />K 0 <br />oa <br />0 < <br />0 0 <br />� U <br />°¢ <br />a z <br />o <br />Z <br />rA C <br />m J <br /><< <br />h U <br />m00 <br />2 <br />Q W <br />Fzz <br /><0 <br />Wco <br />p <br />m <br />���W <br />< 0 <br /><Q <br />�k <br />�z <br />J <br />�O <br />a <br />d <br />iQ <br />OUP <br />e O <br />0 <br />N <br />0 <br />•' <br />M' <br />M <br />(ID LO <br />CV <br />:3 CV <br />CL <br />LO <br />a <br />Y <br />g <br />''c^r <br />0 <br />LO <br />�1--+ <br />d' <br />U CV)O <br />,0 <br />coO <br />0 <br />CV <br />Q <br />04 <br />a) <br />Ln <br />r <br />M <br />�i <br />o <br />z <br />z <br />C <br />m <br />E (� <br />E <br />0tat <br />N <br />c <br />n. <br />0 <br />JOB <br />NO: <br />23-04654 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />