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��I I-� �L 1 O,Wu�IYWI VIl <br />0 <br />OWNER'S BATHROOM <br />SCALE: 3/8" =V-0" <br />MIRROR <br />\\ TOWEL BAR <br />CO <br />0 <br />eo <br />N <br />D <br />ih <br />: <br />o <br />1. <br />b <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE = 1 U-8 3/4" <br />TOTAL RUN=14'-2" <br />3/4" PLYWOOD <br />DECKING <br />F. FL, <br />F. FL. <br />BATHROOM 2 <br />SCALE: 3/8" = 1'-0" <br />18 ----- <br />17 <br />16 <br />15 <br />42" KNEE WALL <br />WITH 1x8 CAP & <br />CASING (AT 2nd <br />FLOOR ONLY) <br />\ \ \ (2) 2x8 w/ 1/2" <br />\ FLITCH HEADER <br />\\\ SLOPE CEILING TO <br />\\ MATCH STAIR RISE <br />---------�� -- F. FL. <br />\ <br />\ <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 />184X254 <br />S.H. <br />13 <br />20X38a <br />18JX37J <br />S.H. <br />14 <br />20 X 50 8 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1H3 <br />27114X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 2' X 37 3/4 <br />S.H. <br />24 <br />37JX50J <br />364X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54 X 38 i <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 i <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 4 <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 />14 \\ <br />13 \\ <br />2 <br />CONT. <br />11 ,� HAND RAIL <br />8 <br />7 <br />6 <br />EO 5 <br />2x STRINGERS 4 <br />3 <br />1 <br />14'-2" <br />TYP. STAIR SECTION <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/ 112" <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 9114" <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 71 /4" <br />LVL 2.0E 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 />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 />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 31/2" <br />3'FROME .END,c.AND HANDRAIL DETAIL <br />SCALE: 3" =1'4' <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 1114 <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 enclosed side with 1/2-inch gypsum board. <br />c <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />14nr <br />RFV ill 1 90 (AR <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />T-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 />2x6 <br />SYP #2 <br />16" O.C. <br />11A <br />------------------------- <br />OUTDOOR LIVING <br />1: <br />0 <br />9'4' CLG. A.F.F. <br />o <br />CD <br />CONCRETE <br />iD <br />-0" 16'-8" <br />6'-8" T-10" 3'-10" 2'-8" <br />6068 SGD <br />� C <br />©F <br />5'SHrREF <br />I <br />2468 BF <br />`P <br />I <br />°P <br />co <br />I <br />`° <br />8'-3" <br />3'-2" 6'-7' <br />o I <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 />SINKw/ I <br />°P <br />DM DISPOSAL <br />r---� <br />I <br />L - - -J <br />FLRG. LINE <br />--------- <br />2x8 WALL <br />8'-4" <br />6'-0" 3'-8" <br />o <br />16" CNTR. AT 42" in <br />LO <br />A.F.F. <br />1/2 WALL <br />C° <br />Gn <br />CAPPED <br />FD <br />1 <br />r <br />- <br />T <br />II UP 2 <br />oP <br />N <br />i <br />I 3 <br />)04 <br />M <br />GREAT ROOM <br />5 <br />9'-4" FLAT CLG. <br />6 <br />CARPET <br />00 <br />14'-0" <br />" 7 <br />co <br /><] <br />9 <br />PW01 <br />'r <br />D1 <br />10 <br />GG <br />11 <br />TYP, <br />T S3 <br />12 <br />2x6 WALL <br />7'-0" 2'-8" 4'-4" <br />o <br />-__ <br />LO <br />C° <br />*NO UPLIFT* <br />- - <br />PW01 <br />FLRG. LINE Q <br />Z- <br />co _ <br />D1 <br />00 (Dpvm <br />N <br />� TILE <br />TYP. <br />" H1 <br />FOYER <br />9'-4" FLAT CLG. 2868 <br />TILE <br />00 O <br />°P <br />H EDGE OF SLAB 2" <br />°P <br />CO <br />9'-4" BEYOND WALL <br />T.O.M. `r <br />o <br />1 <br />7'-4" <br />O <br />2'-6" <br />3068 <br />BUILDER TO <br />PROVIDE <br />A <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />2'-0" 4'-8" <br />FBC <br />1-CAR GARAGE <br />9'-4" FLA <br />CLG. <br />ENTRY CONCRETE <br />50 <br />9'-4" CLG. A.F.F. o <br />CONCRETE in <br />op <br />d <br />N <br />0 <br />r-----------------t <br />in <br />I <br />I <br />�o I <br />I <br />I <br />1 <br />I <br />I <br />10 <br />p I TYP. @60 <br />I <br />ih <br />GARAGE <br />I <br />K <br />I <br />I <br />I S4 <br />I <br />I <br />I <br />" <br />CV <br />CV <br />14 <br />oa,7, n_Aonn_C <br />nnno <br />-8" I. 8'-0" O I.1'-8"STONE <br />VENEER <br />-8" <br />1ST FLOOR PLAN - UNIT-C 1624 <br />SCALE: Ya"=T-0" <br />9 <br />V <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: YV=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE"C" <br />+29.7 / -32.2 <br />Q <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />+28,3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />SEE SNSHEET �LJ SEE SN SHEET <br />ON"OTE: <br />140 MPH <br />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 />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 classt 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 518" <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 />tothe 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 />EMEMEN'BOND BEAM HGT. AT 10-4- <br />TOP• <br />•' : <br />......................a . . . , <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 <br />R-VALUE / TYPE <br />EXT CONC 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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />o 7�:- CO <br />�n <br />� 6S. CL <br />� ;C�4 � <br />a <br />E- <br />`�y►�r►E l l f fF �I`���' <br />:� <br />;;���� 6gL 1�y' IV <br />�r <br />S •I•• <br />� Y' �C v t <br />C ^ .• <br />U .Jo O¢ ' <br />�L0'_ <br />O'�ESS10 <br />o 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 <br />7th Edition. 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T- <br />o <br />CID <br />= Q w <br />Z <br />Z <br />E O <br />c <br />m <br />n <br />E <br />U _J Q p <br />_J <br />JOB <br />NO: 22-12552-12545 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />