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OWNER'S BATHROOM <br />SCALE: 3/8" =1'4' <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE =10'-8 3/4° 42" KNEE WALL <br />TOTAL RUN=14'-2" WITH 1x8 CAP & <br />\\ CASING (AT 2nd <br />\\ FLOOR ONLY) <br />FILLED CELL LEGEND <br />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 J <br />S.H. <br />13 <br />20X38J <br />18}X37J <br />S.H. <br />14 <br />20 X 50 1 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18X71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11­13 <br />271/4X38J <br />26x37J <br />S.H. <br />1 H4 <br />27 J 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 />11­16 <br />27JX72 <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 38 J <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J 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 />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 } <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 />3/4" PLYWOOD \\ <br />r' DECKING \\\ SLOPE CEILING TO <br />\ MATCH STAIR RISE <br />F. FL. \ LA F. FL. <br />F. FL. <br />- - - - - - - - - - - - - - - - - - - - <br />18 \ <br />17 \\ 16 \ <br />;1_. ------- L <br />15 \ <br />14 \\ <br />13 \\ <br />12 <br />11 CONT. <br />HA <br />10 HAND RAIL <br />2x STRINGERS•\ <br />1 <br />14' <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 />e <br />(2) - 1 3/4" X 91/4" <br />LVL 2.0E Fb=2950 <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 />1 1/2" MIN. CLEARANCE <br />2x4 #2 SYP. P.T. THRUST <br />TI/ <br />BLOCK W/(2)-1/4"x 31/2" <br />3' FROM EA. END. HANDRAIL <br />AND HANDRAIL DETAIL <br />SCALE: 3" =1'4' <br />DRYWALL <br />C <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 />BLOCKING AS <br />REQUIRED <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 Gear 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 Yz 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, including 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 />13'-4" <br />AC PAD <br />HB <br />VERIFY <br />LOCATION OF <br />A/C PAD <br />- - - - - - - - - - - - - - - - - - - - - - - - - <br />OUTDOOR LIVING <br />0 <br />9'-4"CLG. A.F.F. <br />o <br />Fo <br />CONCRETE <br />io <br />-0" 16'-8" <br />" <br />6'-8" T-10" T-10" 2'-8" <br />2 <br />7t <br />6068 SGD <br />k, <br />co <br />® <br />■ <br />■ <br />5-SH <br />© <br />� o <br />r� <br />F® <br />----- -- <br />REF <br />2468 BF <br />co <br />I <br />00 <br />co <br />I <br />co <br />8'-3" <br />T-2" <br />6'_7" <br />I <br />o <br />O <br />DINING N <br />O <br />KITCHEN -§ <br />7 <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG. Z <br />TILE <br />TILE <br />I <br />OP <br />SINKw/ I <br />ip <br />, <br />&o <br />D/W DISPOSAL I <br />Co <br />F --� <br />I <br />1 1 r---J <br />L---� <br />FLRG. LINE <br />________ _ <br />2x8 WALL <br />6'-0" <br />8'-4" <br />T-8" <br />16" CNTR. AT 42" o <br />in <br />T <br />in <br />;a <br />CP <br />A.F.F. <br />1/2 WALL <br />io <br />CAPPED <br />r 1 <br />II UP 2 <br />N <br />I <br />co <br />GREAT ROOM <br />5 <br />9'-4" FLAT CLG. <br />6 <br />CARPET <br />14'-0" <br />_ 7 <br />00 <br />CD <br />io <br />0(1 <br />0 <br />PW01 <br />D1 <br />GG <br />10 <br />TYP. <br />S3 <br />11 <br />1 <br />2x6 WALL <br />T-0" 2'-8" 4' 4" <br />o <br />_ <br />- - <br />F_ <br />,n <br />ao <br />o0 <br />f° <br />NO UPLIFT* <br />- - <br />CD <br />WO1 <br />FLRG. LINE Q <br />Z_ <br />z <br />co-1-p�-��p <br />SO OrYVf\ <br />D1 <br />S4 <br />N -X - - - - <br />TYP. <br />C� <br />N 1 F` <br />oa "� <br />i TILE <br />FOYER N I <br />9'-4" FLAT CLG. 2868 <br />TILE <br />�o <br />� <br />00 <br />00 <br />co <br />9,.4„ <br />T.O.M. <br />o <br />7 4' <br />3068 <br />BUILDER TO <br />PROVIDE <br />© <br />APPLIANCE <br />PROTECTION <br />b <br />WHEN REQUIRED <br />M <br />� <br />PER FBC <br />- <br />2'-0" 4'-8" <br />1-CAR <br />ARAGE <br />9'-4" F <br />T CLG. <br />CONIC <br />ETE <br />ENTRY <br />9'-4" CLG. A.F.F. o N <br />ao <br />CONCRETE rn <br />v <br />r---------- <br />-----� <br />rh <br />I <br />I <br />vo I <br />I <br />rnF <br />'o <br />I <br />I <br />I <br />I <br />in <br />1 <br />I <br />TYP. <br />I <br />ih <br />c° j GARAGE <br />j <br />I <br />I K <br />I <br />I <br />- <br />aq <br />■ <br />I S4 <br />I <br />50 <br />I <br />I <br />CV <br />N <br />CV <br />■ ® oan� nnnnn� <br />nnnn <br />STONE <br />VENEER -/ <br />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: A"=:V-0" <br />t� <br />O <br />in <br />o? <br />in <br />TYP. <br />e-O a -IV Q_V a -IV <br />MO 5 SH MO 5 SH <br />1 ( 39" x 59") (39" x 59" ) <br />® ® ■ <br />EGRESS EGRESS <br />I <br />OWNER'S ; <br />BEDROOM <br />a 8'-0" FLAT CLG. <br />f CARPET <br />18'-0" <br />4'-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 />EO <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HO 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 />General Notes <br />_ R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />01 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 />00 material and shall not have openings into the garage. <br />io <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 />00 wall: <br />CO • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />>04 <br />XXII <br />XM <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 />JUIC <br />8�-----1 <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />- - <br />PW01 <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />O. <br />BAT <br />22"x36" I <br />to the interior side of exterior walls that are within this area. <br />8'-0" <br />FLAT CLG. <br />ATTIC <br />CARPET <br />N <br />ACCESS / I <br />/ W I C I <br />= <br />TYP' <br />N <br />�' <br />R312.2.1 Window Sills <br />c(o <br />w <br />ao <br />to I <br />In dwelling units, where the top of the sill of an operable window is <br />iv <br />F_ <br />N <br />\ / I <br />N 8'-Q" FLAT CLG 1 � <br />located less than 24 inches 610 mm above the finished floor and <br />a� <br />I / CARPET I <br />greater than 72 inches 1829 mm above the finished grade or <br />g ( ) <br />_v_ � I <br />other surface below on the exterior of the building, the operable <br />( <br />window shall comply with one of the following: 1. Operable <br />---------J <br />windows with openings that will not allow a 4-inch-diameter (102 <br />r-t _ <br />R&S <br />mm) sphere to pass through the opening where the opening is in <br />F. <br />G <br />v <br />4' <br />1 •i' <br />•�.� C�i • �•L1, <br />i' <br />i� <br />io <br />00 F, <br />0 <br />to <br />io <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />its largest opened position. 2. Operable windows that are provided <br />2868 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 />cc <br />I ca Chapter 45 Private Swimming Pools <br />00 <br />N Outdoor swimming pools shall be provided with a barrier <br />AHU complying with R4501.17.1.1 through R4501.17.1.14. <br />IR/A I I M1507.2 Re -circulation of Air <br />I I Exhaust air form Bathrooms and toilet rooms shall not be <br />-0" 3' 4" - re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />1 o bathrooms and toilet rooms shall not discharge into an attic, crawl <br />I I I 9 space or other areas inside the building. <br />II LO <br />I o0 GAS APPLIANCES <br />I CD G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />1 1 installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />UP appliances that are listed as flammable vapor ignition resistant. <br />u <br />L FT 1/2 WALL <br />WALL LEGEND <br />8'-0" LAT CLG. CAPPED <br />•N C RPET 2-STORY MASONRY WALL w/ <br />BOND BEAM HGT. AT 10'-8" <br />5 4' ,n _ r rr <br />EGRESS <br />MOD 25 SH <br />( 39" x 59" ) <br />© ■ <br />5'-0" 4'_ <br />II II ►i0 <br />►�r� IC CiiCiCiiCiiCGiiiiiiiiii . • <br />►.�, uuuouuuuu•uura <br />►CJ� <br />- <br />..: 1 I I 1.: I I ►i►i <br />Q) <br />E I ROOM <br />8' 0" FLAT CLG. <br />CARPET <br />1 V-10" <br />o MOD 25 SH <br />( 39" x 59" ) <br />EGRESS <br />T-4„ <br />2ND FLOOR PLAN - UNIT-C <br />SCALE: A"=V-0" <br />N <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />= <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />in <br />1ST FLOOR 664 S.F. <br />2ND FLOOR 970 S.F. <br />TOTAL 1634 S.F. <br />GARAGE 246 S.F. <br />o <br />LANAI 108 S.F. <br />ENTRY 98 S.F. <br />TOTAL SQ. FT. 2086 S.F. <br />INSULATION REQ. <br />N <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 />NON -LOAD BEARING 2x <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />op FRAMING, BOXED OUT FOR <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />FRONT ELEVATION AT THE <br />(INSTALL BAFFLES AT EAVE) <br />MIDDLE LEFT UNIT ONLY <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />1624 <br />(GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />a•'s <br />0 <br />cts <br />0 <br />a� o <br />C C..)N <br />m <br />w �LLa <br />t <br />Q 41 N <br />a• coa = a <br />� 3 � <br />= u -0� <br />c o <br />i;. �. <br />N C� <br />E <br />� o <br />w <br />M <br />0 <br />N <br />0 <br />,`%�1!!lilil����' <br />% <br />•`VO�•�*G E NSF• 'S1 <br />No PE7 50 <br />) STATE OF <br />S1O <br />N A\ %%`♦♦ <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 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 />1- 3 E S cq <br />v � OD N # J <br />0 � � �, " U. <br />IA rn N O <br />I nw w <br />Q ycov w a <br />c �LL a Y ci <br />Z fOCvo <br />tMo <br />W 02pjO' J L <br />Z N ch Z <br />y I-- <br />Z OU ❑❑❑ <br />W <br />M <br />Z N <br />O <br />z m <br />Z o <br />Q v <br />J <br />N <br />N z <br />CD o <br />� <br />4-J <br />(10 <br />p <br />V <br />O W C� R <br />N c <br />c/1 ,R <br />(a i ,- n <br />c� <br />I.LJ J <br />r- - E <br />m $ <br />I <br />I <br />_ <br />L <br />Q Co <br />s� <br />o <br />� <br />J� <br />w <br />M <br />J <br />� <br />� <br />z o <br />O <br />Z>Z a <br />Q <br />p <br />EU <br />wLL <br />1 <br />z® <br />o a <br />H (6 <br />�o <br />o <br />o <br />oQ <br />¢z <br />a) t <br />._ <br />wo <br />wadi <br />Cn <br />Qo <br />xzz <br />m0 <br />Z <br />�J J <br />�o <br />¢ ° <br />>Z <br />2z <br />crRi <br />�• <br />o< <br />go <br />aw <br />N <br />W <br />m <br /><0 <br />j <br />gE <br />~ <br />o <br />J= <br />a� <br />�? <br />ao <br />M <br />i-w <br />c <br />o T <br />> 00 <br />ci <br />rn <br />m <br />I--•CJD <br />T <br />♦�1 <br />04 <br />Co 00 <br />00 <br />Liz <br />T <br />T <br />� U <br />T <br />T <br />OTO <br />' ^ <br />V/ .2 <br />oo <br />F- <br />p <br />Li'� <br />M <br />LO <br />(=i <br />0) <br />N <br />U) <br />r <br />E <br />M <br />L ' N <br />T v; O <br />d <br />Z <br />Z <br />c <br />E IT- y r <br />E 0) <br />m <br />c <br />a <br />v <br />U <br />JOB <br />NO : 23-13115-13120 <br />SCALE : AS NOTED <br />SHEET NO. <br />4 <br />