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1 1 1 1 1 lliivr1'I 'ICI' li - -11 - - J -- I I --- - ' _ <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE = 1U-8 3/4" <br />TOTAL RUN=14'-2" <br />3/4" PLYWOOD <br />DECKING <br />F. FL. <br />7 <br />F. FL. <br />f <br />Fft- 1111 EN F 0�-- I im' <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />BATHROOM 2 <br />SCALE: 3/8" = 1'-0" <br />42" KNEE WALL <br />�\ 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 />20X26 <br />184X25i <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />184 X 50 <br />S.H. <br />15 <br />20X63 <br />18}X62} <br />S.H. <br />16 <br />20 X 72 <br />184 X 71 J <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />271X72 <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 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 J <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J 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 />734 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 4 X 37 i <br />S.H. <br />34 <br />54 X 50 J <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 } X 714 <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 />18 <br />17 <br />16 <br />15 <br />14 <br />13 �� U <br />12 Z <br />11 CONT. <br />10 HAND RAIL <br />J <br />9 U v <br />8 Cn <br />7 2 <br />6 z <br />CO 5 <br />2x STRINGERS \ 4 00 <br />� 3 <br />1 F. FL. <br />I <br />�- 2x4 #2 SYP. P.T. THRUST I/ <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />TAPCONS @ fjr) .AND111, H /� K j1 P /�' I n C I /� I I <br />TYP. STAIR SECTION <br />1 Rnnn Fo Fnln 1�1 V 1 J r /�► <br />14' <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 />SCALE: 3" =V-0" <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 dear 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 1114 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 endosed side with 1/2-inch gypsum board. <br />N <br />c <br />iY <br />13'-4" <br />AC PAD <br />HB <br />VERIFY <br />LOCATION OF <br />A/C PAD <br />140(`, <br />RFV 10 1 90 CAR <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />-------------------------- <br />OUTDOOR LIVING <br />q <br />9'-4" CLG. A.F.F. <br />o <br />Eo <br />CONCRETE <br />io <br />'-0., 16-8" <br />6-8" 3'-10" 3'-10" 2'-8" <br />!tzl' <br />O <br />6068 SGD <br />°' ~ <br />® <br />® ■ <br />■ <br />5-SH <br />© <br />io O <br />r� <br />REF <br />2468 BF <br />iio <br />I <br />ib <br />in <br />( <br />Co <br />8'-3" <br />3'-2" <br />61_7" <br />0 1 <br />0 <br />O <br />DINING N <br />KITCHEN Lu III <br />N <br />9'-4" FLAT CLG. <br />Z <br />9'-4" FLAT CLGTILE <br />TILE I <br />I <br />0o <br />I <br />SINK w/ <br />i:o <br />DM DISPOSAL ( <br />Co <br />I <br />FLRG. LINE <br />-------- - <br />2x8 WALL <br />6'-0" <br />8'4" <br />3'-8" <br />o <br />16" CNTR. AT 42" in <br />r <br />in <br />A.F.F. <br />1/2 WALL <br />CO <br />CAPPED <br />1 <br />r <br />r <br />II UP 2 <br />00 <br />3 <br />4 <br />GREAT ROOM <br />5 <br />9'-4" FLAT CLG. <br />6 <br />CARPET <br />bo <br />14'-0" <br />_ 7 <br />CD <br />-10iD <br />PW01 <br />D1 <br />1 <br />_ GG <br />11 <br />TYP. <br />S3 <br />Y <br />12 <br />2x6 WALL <br />7'-0" 2'-8" 4'-4" <br />o <br />--- <br />r, <br />u7 <br />`O <br />*NO UPLIFT*_ <br />- - <br />PWO1 <br />FLRG. LINE Q <br />Z <br />00 J <br />D1 <br />S4 <br />0_r_V_V R . <br />11� <br />TYP. <br />ivILL <br />TILE <br />CD CI) <br />Co Ca H1 <br />FOYER 7C't4 <br />)04 <br />o <br />9'-4" FLAT CLG. 2868 <br />_ TILE <br />W <br />00 <br />O <br />EDGE OF SLAB 2" <br />c <br />00 <br />CD <br />cD <br />9'-4" BEYOND WALL <br />N W.H. <br />_ <br />T.O.M. <br />O <br />7'-4" <br />M <br />2'-6" <br />3068 <br />BUILDER TO <br />PROVIDE <br />A <br />APPLIANCE <br />PROTECTION <br />`7 <br />o <br />WHEN <br />REQUIRED PER <br />2'-0" 4'-8" <br />FBC <br />(o <br />1-CAR GARAGE <br />9'4" FLAT <br />CLG. <br />ENTRY CONCRETE <br />9'-4" CLG. A.F.F. o <br />Cn <br />CONCRETE C6 <br />OP <br />2 <br />T <br />N <br />0 <br />r - - - - - - - - - - <br />------- <br />in <br />� I <br />I <br />1i d I <br />I <br />I <br />I <br />60 <br />I <br />I <br />I <br />I <br />in <br />I <br />I <br />60 p j TYP. @ <br />j <br />0 <br />ih <br />� I GARAGE <br />I <br />I <br />K <br />IAV <br />cqv <br />S4 <br />00v <br />I <br />Iv <br />N <br />CV <br />CV <br />® n_nonnC: <br />nnno <br />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: X"=V-0" <br />y <br />i <br />F- <br />* WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT <br />EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE <br />STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS <br />@ 12" O.C.* <br />THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR <br />FINISH <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** <br />2ND FLOOR PLAN - UNIT-C 1624 <br />SCALE: Y"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <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 />OE <br />+26,6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH SEE SN SHEET <br />I AO 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 />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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />2-STORY MASONRY WALL w/ <br />BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />i:::::::::::::::::::::::i <br />-----m..-uo-i • • <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 664 S.F. <br />2ND FLOOR 970 S.F. <br />TOTAL 1634 S.F. <br />GARAGE 246 S.F. <br />LANAI 108 S.F. <br />ENTRY 98 S.F. <br />TOTAL SQ. FT. 2086 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-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 />G.C. TO COORDINATE PLUMBING TO AVOID A <br />CONFLICT WITH STRUCTURAL WD. COL. <br />r. O <br />. r0 <br />co C 'u - <br />�r = <br />Q.) <br />L� <br />-0 <br />W <br />:.' r,,10 •" <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 Code - <br />Residential 7th Edition. 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