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0 <br />f` <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE = 10'-8 3/4" <br />TOTAL RUN = 14'-2" <br />3/4" PLYWOOD <br />DECKING <br />F. FL. <br />F. FL. <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <br />18 <br />17 <br />15 <br />14 <br />42" KNEE WALL <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />- - - - - - - - \-- -- <br />\ <br />\ <br />\ <br />13 <br />12 <br />-711 <br />2x STRIN <br />FILLED CELL LEGEND <br />N CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 } <br />S.H. <br />13 <br />20 X 38 J <br />18 } X 37 4 <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20 X 72 <br />18 } X 714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 # X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />364 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36JX711/2 <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 } X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 6271 <br />S.H. <br />36 <br />54 X 72 <br />52 } X 71 J <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 />(2) 2x8 w/ 1/2" <br />FLITCH HEADER <br />SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. <br />Y <br />\ <br />\ <br />CONT. <br />HAND RAIL <br />4<1 <br />4 <br />3 <br />� 1 <br />TYP. STAIR SECTION <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 />LJ F. FL. <br />DRYWALL <br />1 1/2" MIN. CLEARANCE <br />BLOCKING AS <br />REQUIRED <br />2x4 #2 SYP. P.T. THRUST <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />3" ROMEA..END,c.AND HANDRAIL DETAIL <br />SCALE: 3" =V-0" <br />v <br />b� <br />1 1/4" TO 2" DIA <br />HANDRAIL NO <br />LESS THAN 34" <br />NOR MORE THAN <br />38" ABV. TREAD <br />NOSING <br />METAL HANDRAIL <br />BRACKET <br />Stair and Railing General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by <br />more than 3/8 inch. <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Winders: <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />Nosings: <br />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 <br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing <br />projection by more than 3/8 inch within a stairway. <br />Handrails: <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />handrails. <br />Grip -size: <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches <br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, induding stairs, <br />porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the <br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have <br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />diameter. <br />Under -stair protection: <br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and <br />any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />0 <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />------------------------- <br />OUTDOOR LIVING <br />0 <br />9'-4" CLG. A.F.F. <br />o <br />CONCRETE <br />CD <br />-0" 16'-8" <br />6'-8" 3'-10" 3'-10" 2'-8" <br />y0 <br />6068 SGD <br />°' ~ <br />® <br />®(2468 <br />�' <br />bo <br />© <br />w O <br />----- - <br />REF I <br />BF <br />I <br />0? <br />I <br />o0 <br />8'-3" <br />3'_2" <br />6'-7" <br />o I <br />O D <br />DINING N <br />KITCHEN W I �O <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG. Z <br />TILE <br />TILE < <br />I <br />I <br />SINK w/ I <br />'o <br />D/W DISPOSAL <br />I <br />I 1---J <br />I I Ell] <br />L ---J <br />FLRG. LINE <br />-------- - <br />2x8 WALL <br />8'-4" <br />6'-0" T-8" <br />0<3 <br />O <br />16" CNTR. AT 42" ;n <br />r <br />rn <br />0<3 <br />A.F.F. <br />1/2 WALL <br />q <br />io <br />0(3 <br />iD <br />CAPPED <br />'D <br />0<3 <br />r <br />1 <br />UP 2 <br />ou <br /><Xll= <br />T <br />II <br />3 <br />co <br />M <br />GREAT ROOM <br />5 <br />6 <br />9'-4" FLAT CLG. <br />CARPET <br />-o <br />14'-0" <br />7 <br />00 <br />CD <br />`° <br />o <br />9 <br />PW01 <br />;, <br />D1 <br />10 <br />GG <br />11 <br />TYP. <br />S3 <br />12 <br />tv <br />2x6 WALL <br />7'-0" 2'-8" 4'-4" <br />o <br />to <br />00 <br />co <br />c° <br />*NO UPLIFT* <br />pW01 <br />FLRG. LINE Q <br />- -- - --- - <br />00, --//''''�� <br />°O°'(D <br />D1 <br />S4 <br />N .g- - - - - ' <br />TYP. <br />iv <br />u_ TILE <br />00 <br />N H1 <br />FOYER� <br />° <br />9'-4" FLAT CLG. 2868 <br />_ � TILE <br />00 <br />O <br />O2 i <br />00 <br />_ <br />iD <br />9,4„ v <br />iv W.H. <br />_ <br />T.O.M. `r <br />O <br />7'-4" <br />O <br />M <br />2'-6" <br />3068 <br />BUILDER TO <br />PROVIDE <br />O <br />APPLIANCE <br />PROTECTION <br />O <br />WHEN REQUIRED <br />M <br />PER FBC <br />1-CAR <br />ARAG E <br />9'-4" FL <br />T CLG. <br />CONC <br />ETE <br />ENTRY <br />_ <br />9'-4" CLG. A.F.F. o N <br />ire <br />CONCRETE rn <br />OP <br />-v <br />0 <br />r---------- <br />------- <br />in <br />I <br />I <br />�o I <br />I <br />o? <br />I <br />I <br />I <br />I <br />OP O I TYP. @ <br />I <br />0 <br />, <br />c� <br />•- I GARAGE <br />I <br />K <br />I <br />I <br />= <br />1 S4VB <br />I <br />I <br />I <br />N <br />CV <br />CV <br />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: &=1'-0" <br />2ND FLOOR PLAN - UNIT-C 1624 <br />SCALE: &=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />A) <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />DO <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET 0 <br />SEE SN SHEET <br />140 MPH mikl� <br />NOTE: WIND SPEED INDICATED <br />ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE <br />PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+29.7 / -39.7 <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 <br />1■■■■■■■■■ : • <br />TOP <br />iou•�uouuu••�uor ' • . <br />gog <br />MASONRY PARTY WALL <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 UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1ST FLOOR <br />2ND FLOOR <br />664 S.F. <br />970 S.F. <br />TOTAL <br />1634 S.F. <br />GARAGE <br />246 S.F. <br />LANAI <br />108 S.F. <br />ENTRY <br />98 S.F. <br />TOTAL SQ. FT. <br />2086 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x4 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 BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />CV <br />N <br />C= <br />lV <br />Q'r6 <br />"6W <br />W <br />C W <br />O � <br />O <br />ca. <br />o <br />v <br />C f0 V N <br />_moo <br />=tea <br />ra r= <br />Q N Y <br />y <br />v '3 <br />to <br />iv d as a <br />>W c o <br />eo <br />A <br />cn Q- <br />cv o <br />� U <br />.�. T <br />a; <br />_ <br />0 <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />a <br />E <br />o co 8 <br />O <br />O N p <br />" I00 <br />y <br />Y/ <br />p <br />V% r b n <br />N <br />Q <br />n v °k u. <br />J V; <br />JLLii w <br />Z <br />w fan <br />-ern LL S <br />�o <br />W <br />W <br />7•rq N(O <br />1—°� <br />. 2 <br />m <br />W <br />Z <br />IL <br />w <br />NJ <br />Z a <br />0 <br />N <br />O U 0 <br />Z <br />W <br />❑❑ <br />V M � <br />z N M <br />z <br />Q Q <br />Ild <br />-a <br />E3r <br />N <br />z <br />LL <br />T <br />Cn <br />U <br />O <br />u, <br />N <br />�N <br />c y <br />w <br />J <br />E <br />g <br />I <br />I <br />_ � d <br />C Y <br />o <br />w <br />M <br />M <br />a <br />o <br />Z <br />g <br />J <br />U_ <br />E <br />wo <br />ZZo <br />Q <br />w z <br />O a <br />L)OU <br />o E <br />az <br />r <br />a <br />Z <br />N � <br />a o <br />¢ � <br />�}n <br />m <br />0 <br />C <br />=Y <br />U <br />I <br />Z <br />N <br />r� <br /><w <br />�Z <br />N 3 <br />oa <br />go <br />d <br />w <br />aw <br />N <br />W <br />'oy- <br />w <br />i3 <br />J <br />o <br />w� <br />�o <br />°U <br />a <br />ZIa <br />3: <br />c O <br />0 <br />> Cfl <br />rn <br />m <br />H <br />N <br />C� <br />T <br />L <br />� <br />C4 <br />Co <br />o <br />LIB <br />M <br />04 <br />r <br />Cr <br />N <br />00 <br />U� m <br />N <br />�- <br />O <br />LO <br />LO <br />C <br />04 <br />CO <br />0 <br />N <br />r <br />E <br />E <br />t <br />N <br />0 <br />Z <br />E T <br />N <br />c <br />U <br />n «? <br />c <br />d <br />Q p <br />JOB <br />NO: 22-06559-06554 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />4 <br />