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9 <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-O" <br />% <br />% <br />9 <br />30 <br />A <br />71 <br />I <br />All- <br />V_ <br />MIRROR <br />9 <br />F_ <br />0 <br />Y <br />i L <br />F- <br />r <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" <br />TOTAL RUN 14'-2" 42" KNEE WALL <br />1 <br />WITH 1x8 CAP & <br />3/4" PLYWOOD <br />CASING (AT 2nd <br />DECKING <br />FLOOR ONLY) <br />N, <br />F. FL. <br />- - - - - - - - - - - - - - LA <br />17 <br />16 <br />0 <br />15 <br />14 <br />13 <br />CONT. <br />10 HAND RAIL <br />2x STRINGERS <br />F. FL. LJ <br />I J LJ <br />7 <br />6 <br />5 <br />4 <br />TYP. STAIR SECTION <br />SCALE: 1/4" 1'4' <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <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 /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVIL <br />2.0E Fb=2950 <br />HIS <br /><1�> <br />(2) - 1 3/4" X 9 1/4" <br />LVIL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />1 <br />Straps are Required <br />- <br />VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIREDSTUDS <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 />184X251 <br />S.H. <br />13 <br />20 X 38' <br />9 <br />18'X 37 <br />S.H. <br />14 <br />20 X 50 5 <br />7 <br />18 1 X 50 <br />7 <br />S. H. <br />15 <br />20X63 <br />184X624 <br />S. H. <br />16 <br />20 X 72 <br />18'X 714 <br />7 <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />IH3 <br />27 1/4 X 38 <br />26 x 37 <br />S.H. <br />1H4 <br />2771X50i <br />26 x 50 <br />S.H. <br />11­15 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />27 17 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36JX25 1/2 <br />S.H. <br />23 <br />37JX38i <br />36JX37 3/4 <br />S.H. <br />24 <br />37 J X 50 <br />36 J X 50 <br />S.H. <br />25 <br />37 JX 63 <br />3671 X 62 1/2 <br />S. H. <br />26 <br />37JX72 <br />36 17 X 71 1/2 <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 4 <br />S.H. <br />33 <br />54 X 382 <br />52 71 X 37 4 <br />S.H. <br />54 X 50, <br />52 7 X 50 <br />35 <br />54 X 63 <br />52 1 X 62 <br />7 <br />S.H. <br />36 <br />54 X 72 <br />1 <br />524X 714 <br />S. H. <br />1 <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 />DRYWALL <br />1 1/2" MIN. CLEARANCE <br />(2) 2X8 w/ 112" <br />FLITCH HEADER <br />SLOPE CEILING To <br />MATCH STAIR RISE <br />F. FL. <br />1 1/4" TO 2" DIA <br />HANDRAIL NO <br />LESS THAN 34" <br />NOR MORE <br />LU <br />Q <br />THAN 38" ABV. <br />Z <br />TREAD NOSING <br />ui <br />METAL <br />HANDRAIL <br />< <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />U <br />F. FL. <br />HANDRAIL DETAIL <br />2x4 #2 SYIP. P.T. THRUST SCALE: 3" 1 -4' <br />BLOCK Wf(2)- 1/4"x 3 1/2" <br />TAPCONS @ 16"o.c. AND <br />3" FROM EA. END. <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 walkine. 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 1/2 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 />CD <br />0 IT <br />F_: bk) <br />60 <br />9 <br />T <br />-5 <br />A <br />LO <br />C14 <br />55 <br />U.N. <br />W <br />LO <br />Ni <br />V-4" <br />18-4" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />_fH B <br />- - - - - - - - - - - - - - - - - - - - - - - - - - <br />OUTDOOR LIVING <br />9'-4" CLG. A.F.F. <br />CONCRETE <br />A" In. 0" <br />DINING <br />9'-4" FLAT CLG. <br />TILE <br />FLRG. LINE <br />C <br />5-SH ------- <br />'_SH <br />- - - - - - - <br />% 2468 REIF <br />24;68 <br />_RE F_ <br />T-2" 6-7 <br />0 <br />0 <br />0 <br />I 10 <br />0Z 10 <br />KITCHEN <br />9'-4" FLAT CLG. <br />I <br />TILE <br />SINKw/ <br />D/W DISPOSAL <br />F__ I <br />I 1 <br />I I <br />r - - - <br />L - - - <br />A <br />2x8 WALL <br />6-0" <br />T-8" <br />16" CNTR. AT 421, <br />A. F. F <br />1/2 WALL <br />�PE�� <br />A <br />I Up <br />FOYER' <br />9'-4" FLAT CLG. <br />TILE <br />021 �6; - _ I <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-8" <br />GG <br />S3 <br />VAN <br />WWO <br />Mi. <br />041.�A <br />pm <br />B 3068 rM <br />Z-01 4'�r ;I <br />10 <br />C? 10 2'- <br />0 ;;t c <br />-1 Z0 Y 10 --- <br />(.0 9'-4" JDLG. A.F.F. --- <br />COINCRETE <br />3 1 <br />1 <br />­T 0 <br />b.) l'-, <br />A <br />%.. V, J I /I k\ = V- i <br />11.1i Is <br />V_ <br />o? - - <br />600 <br />16" SQUARE-/ I_: <br />if <br />CMU COLUMN <br />91 In <br />0 <br />- <br />oo 9 <br />T-0" <br />1ST FLOOR PLAN <br />SCALE:)/4"=1'-0" <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1 -CAR GARAG E <br />9'4' FLAT CLG. <br />CONCRETE <br />9 <br />N <br />CN <br />r---------- <br />------ I <br />I LINE OF 2nd STRY. <br />ABV. <br />"NOTE <br />1 BILK. WALLS ARE <br />8'-8" <br />1 TALL FOR "A" I. <br />)NIT 6-8" <br />I FROM FROI <br />I <br />4T OF <br />I K '�. GARAGE <br />@ <br />I rl�TYP. <br />S4 GARAG <br />6 <br />0 <br />8'xTGARAG41OOR <br />8'-0" <br />11 '4' op <br />-a <br />-.0111-FiTa- " T <br />18'-4" T.O.M.�,q T <br />UNIT -A 1532 <br />9 <br />LO <br />;0 <br />60 b <br />L <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 />10 <br />3�4' <br />4 <br />12'-0" T-0" <br />011 <br />4 <br />�1 <br />1 '4" V-8" 6, T-1 <br />0" o. F-0" 0 T-10" <br />2-8" <br />1 <br />A <br />'11� <br />------- <br />a <br />.4 <br />MOD25SH <br />MOD25SH <br />I'w <br />1,- <br />( 39" <br />1-0 <br />x 59" <br />39" x 59" <br />EGRESS EGRESS <br />9 <br />o? <br />F <br />OWNER'S <br />BEDROOM <br />TYP. U.N.O. <br />8'-0" FLAT CLG. <br />1 CARPET <br />9 <br />o? <br />b <br />N <br />C? <br />17'-8" <br />Z0 <br />10 0 64' <br />U 4'-4" 10 T-0" <br />XA <br />X4 <br />M.C. <br />R&S <br />>04 <br />X4 <br />- - - - - - - - - - <br />0. BAT <br />0 <br />I 22"x36" - <br />8'-0" FLA"' <br />CARP <br />ATTIC <br />CLG. <br />IT ACCESS <br />W, I C <br />C� <br />9 <br />00 <br />CD <br />/ <br />1 U) <br />00 FLAT CLG <br />80 <br />(0 <br />CN <br />Cl) <br />C� <br />00 <br />0 <br />�t <br />CN I ICARPET <br />rpwo_,� <br />TYP. %J <br />rA U) <br />00 <br />A <br />% <br />N <br />Cl) <br />/,\\ <br />2868 <br />5 <br />A <br />6 <br />C? <br />7 <br />00 <br />10 <br />TWE TO <br />00 <br />-1 <br />TA. <br />CD 8 <br />(0 <br />10 <br />N <br />AHU 9 <br />60"x <br />1 <br />C? <br />WEIR PA <br />MI 10 <br />0 <br />R/A <br />LO <br />1 5111,41 <br />4'-4'v <br />T-41' 3'-8" <br />00 <br />1 <br />-1 <br />It <br />13 <br />LOFT <br />10 <br />1�9 <br />14 <br />8'-0-- FLA I ULU. <br />9 <br />F_ <br />LO <br />00 F_ <br />(.0 <br />CARPET 15 <br />- <br />60 <br />00 <br />16 <br />o? <br />10 <br />UP <br />7A.F. <br />9 <br />112 WALL <br />CAPPED <br />6-41' <br />1, -10 <br />9'-6" <br />'IT <br />( A co <br />&4 <br />tl�_J <br />A <br />2668 <br />o? <br />BATH <br />Poo <br />8'-0" FLAT <br />CLG <br />A <br />CARP[ <br />IV-- M- M. C. <br />�T <br />I WIC <br />19 <br />8'-0" FLAT CLG. <br />C� <br />CARPET <br />2668 <br />1 C? <br />9 <br />Z0 <br />05 10 <br />Zo <br />----- <br />---&Z <br />BEDROOM 2 <br />R&S <br />8'-0" FLAT CLG. <br />1 <br />CARPET <br />A <br />V <br />= <br />G.T. <br />cq <br />V <br />7 <br />- <br />G.T. <br />o? <br />b <br />U-) <br />MOD25SH <br />A J J <br />( 39" x 59" <br />Si <br />EGRESS <br />3 8" <br />1, 1. n,, <br />11 <br />4'-0" <br />74" <br />op <br />o? <br />T-011 <br />11-4" <br />1 <br />'01 <br />18'-4" <br />L <br />Of <br />2ND FLOOR PLAN UNIT -A 1532 <br />SCALE: Y4"=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />N SHEET SEE SN SHEET <br />SEE SN SHEET <br />IAIIIIIIIIIII� <br />140 MPH <br />NOTE: WIND SPEED INDICAT ED ABOVE IS AN <br />ULTIMATE" WIND SPEED THE W IND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <br />General Notes <br />R302.5 Dwelling/Garage Open! ng/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 />less than 1-3/8" thick, or 20-minute fire -rated doors. <br />doors not <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 />nonmeta <br />Ilic 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 />d in Section R302.6 <br />Penetrations through the separation require <br />shall be protected as required by section R302.1 1, Item 4. <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 />0 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-d iameter (1102 <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 />M 1507.2 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 />WALLLEGEND <br />2-STORY MASONRY WALL wl <br />BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />MASONRY HGT. @ 9'-4" &F.F. <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY PARTY WALL <br />TYP. 2x FRAME WALL <br />''1 <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 677 S. F. <br />2ND FLOOR 864 S.F. <br />TOTAL 1541 S. F. <br />GARAGE 246 S.F. <br />LANAI 110 S.F. <br />ENTRY 42 S.F. <br />TOTAL SQ. FT. 1939 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FAC,'Fn <br />R-30 BLOWN -IN <br />CONDITIONED CEILING (INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFTFACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />> <br />0 <br />Cl%i L_ <br />CL Q <br />C'4 <br />CLM <br />CJ X <br />CU ILL <br />a. <br />-0 0 L_ <br />ICE C N -C <br />6 M c) m <br />04 <br />a <br />CD (D <br />.0 <br />011CL= <br />F- 7t:! < <br />3: <br />a) <br />0 <br />C <br />> ca <br />> <br />= <br />(D cL_Q <br />E <br />CU U) 0 <br />< C: 0 <br />n <br />1 <br />> > EL .02 ui <br />C14 <br />C14 <br />C=) <br />- <br />2 <br />cr, <br />'V <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 />C. <br />LO <br />W I ­ <br />E co <br />8 c-, 00 <br />. 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(0 <br />7 <br />M <br />0 <br />C 4 <br />co <br />LO <br />= <br />60 <br />0 <br />U) co <br />-T- <br />11-.- <br />0 <br />r <br />C14 <br />LO <br />C14 <br />C) <br />C:) <br />c6 <br />N <br />< C) <br />LO <br />E <br />04 <br />0: <br />Z <br />M <br />Z <br />E T_ U) <br />�6 <br />CL 1 <br />E <br />0 0 <br />0 _J <br />JOB <br />NO: 21-01148-01143 <br />SCALE AS NOTED <br />SHEET NO. <br />3 <br />i ill hil ill 1 11 <br />