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la
<br />OWNER'S BATHROOM
<br />SCALE: 3/8" =V-0"
<br />MIRROR
<br />TOWELBAR
<br />J�v
<br />9
<br />00
<br />9
<br />r-
<br />f
<br />-T
<br />I
<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"
<br />42" KNEE WALL
<br />WITH 1x8 CAP&
<br />CASING (AT 2nd
<br />FLOOR ONLY)
<br />FILLED CELL LEGEND
<br />E CONT. FILLED CELL FROM FOUNDATION TO 2ND
<br />FLOOR
<br />flT FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
<br />LINTEL)
<br />E2 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 />18JX254
<br />S.H.
<br />13
<br />20 X 38 J
<br />18JX371
<br />S.H.
<br />14
<br />20 X 50J
<br />181X 50
<br />S.H.
<br />15
<br />20 X 63
<br />181 X 62 4
<br />2
<br />S.H.
<br />16
<br />20 X 72
<br />18 1 X 714
<br />I
<br />S.H.
<br />1H2
<br />27 1/4 X 26
<br />26X254
<br />S.H.
<br />11-13
<br />27 1/4 X 38J
<br />26 x 37 1
<br />S.H.
<br />1114
<br />27 J X 50 J
<br />26 x 50
<br />S.H.
<br />1H5
<br />27 71r X 63
<br />26 X 62 1/2
<br />S.H.
<br />1116
<br />27 J X 72
<br />26 X 71 1/2
<br />S.H.
<br />22
<br />37JX26
<br />36 J X 25 1/2
<br />S.H.
<br />23
<br />37 J X 38 J
<br />36 4 X 37 3/4
<br />S.H.
<br />24
<br />37JX50i
<br />36 4 X 50
<br />S.H.
<br />25
<br />37JX63
<br />36 4 X 62 1/2
<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 />73-21WIDE
<br />S.H.
<br />32
<br />54 X 26
<br />52 J X 25 4
<br />S.H.
<br />33
<br />54 X 38 J
<br />52 4 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 />524X624
<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 />SLOPE CEILING TO
<br />MATCH STAIR RISE F. FL,
<br />------- ------------ -
<br />17
<br />1 N, N,
<br />15
<br />14
<br />W
<br />13 0
<br />12 Z
<br />11 .,-CONT.
<br />10 HAND RAIL <W
<br />-J
<br />9
<br />8
<br />7 W
<br />o? 6
<br />5
<br />2x STRINGERS 4
<br />2
<br />F. FL.
<br />14--2" 2x4 #2 SYIP. P.T. THRUST
<br />BLOCK W/(2)- 1/4"x 3 1/2"
<br />TAPCONS @ 16"o.c. AND
<br />q1- C:1)nKA1 CA CKIM
<br />TYP. STAIR SECTION.
<br />HEADER SCHEDULE
<br />MARK
<br />HEADER SIZE
<br />REMARKS
<br />(2) - 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<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 LVL
<br />2.OE Fb=2950
<br />(2) - 1 3/4" X 9 1/4"
<br />LVIL 2.OE Fb=2950
<br /><e>(2)
<br />- 1 3/4" X 16"
<br />LVIL 2.OE Fb=2950
<br />(2) - 13/4" X 7 1/4"
<br />LVIL 2.OE 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 />DRYWALL
<br />1 11011 RAIM t'i CAMAKir'!=:
<br />X
<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 />W
<br />HANDRAIL DETAIL
<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 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 />cy
<br />13'-4'*
<br />VERIFY
<br />LOCATION OF
<br />A/C PAD
<br />- - - - - - - - - - - - - - - - - - - - -
<br />OUTDOOR LIVING
<br />9
<br />9'-4" CLG. A.F.F.
<br />---
<br />CONCRETE
<br />(.0
<br />16'-8"
<br />6-8" L. T-1 0" L& T-10" L. 2'-8"
<br />6068 SGD
<br />%
<br />W
<br />I H14� H 0 i
<br />802
<br />5-SH
<br />60,
<br />EF
<br />2468 BF
<br />-
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<br />8'-3"
<br />3'-2"
<br />6-7
<br />0
<br />0 C�
<br />DINING
<br />KITCHEN uJ 0
<br />d
<br />9'-4" FLAT CLG.
<br />9'-4" FLAT CLG. 0
<br />Z
<br />TILE
<br />TILE
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<br />OP
<br />-1
<br />CD
<br />D/W DISPOSAL
<br />r- - -
<br />L - - - J I
<br />FLRG. LINE
<br />- - - - - - - - - IF n.
<br />_) 2x8 WALL
<br />8-4'
<br />6-0" L 3'-8"
<br />16" CNTR. AT 42" LO
<br />A.F.F.
<br />1/2 WALL
<br />EO
<br />CAPPED
<br />F
<br />UP 2
<br />AA
<br />>4A
<br />XXII
<br />o?
<br />X4
<br />4
<br />GREAT ROOM
<br />5
<br />6
<br />9'4" FLAT CLG.
<br />CARPET
<br />00
<br />14'-0"
<br />4, - n,-,7
<br />o?
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<br />TYP.
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<br />2x6 WALL
<br />7'-0" 2'-8"' 4'4"
<br />9
<br />LO
<br />00
<br />--
<br />-�;
<br />OP
<br />-1
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<br />*NO UPLIFT*
<br />4-
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<br />FLRG. LINE Q
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<br />FOYER C, H1
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<br />U- TILE
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<br />1 9'-4" FLAT CLG. , ---m
<br />TILE
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<br />80
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<br />CD
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<br />9
<br />7-4"
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<br />2'-6"
<br />�m
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<br />3068
<br />BUILDERTO
<br />PROVIDE
<br />t A
<br />APPLIANCE
<br />PROTECTION
<br />WHEN REQUIRED
<br />PER FBC
<br />J,
<br />2'-0" 4'-8"
<br />1 -CAR GARAG
<br />E
<br />9'-4" FLiT
<br />CLG.
<br />CONCRETE
<br />ENTRY
<br />00
<br />9'-4" CLG. A. F.F. 0
<br />CR
<br />CONCRETE Lo
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<br />- - - - - - --
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<br />GARAGE
<br />cq
<br />OP
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<br />0
<br />V-8" 8--0"
<br />1ST FLOOR PLAN - UNIT-C 1624.
<br />SCALE: A"=V-0"
<br />I- - - - - - - - - - - - - - - - - - 1
<br />2ND FLOOR PLAN - UNIT-C 1624
<br />SCALE: Y4"=V-1)"
<br />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />QK)
<br />+29.7 -32.2
<br />(E)
<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 />G
<br />S EE N SHEET SEE SN SHEET
<br />140 MPH
<br />IND SPEED INDICATED ABOVE IS AN
<br />UL I 11VIA I t: WIND SPEED. THE WIND PRESSURES
<br />LISTED ABOVE ARE ALLOWABLE PRESSURES
<br />SOFFIT DESIGN PRESSURE
<br />1 +29.7 / -39.7
<br />R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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. Bid. 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 />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-cliameter (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 />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 />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 />0 IN
<br />2-STORY MASONRY WALL w/
<br />BOND BEAM HGT. AT 10'-8"
<br />TOP AT 18'-8"
<br />MASONRY HGT. @ 9'4" A.F.F.
<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 x 4 R-1 1 /R-1 3 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-1 1/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
<br />G.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
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<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
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages beadng
<br />Engineer's signature and seal.
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<br />NO: 21-01148-01143
<br />Zlik..ALE :
<br />AS NOTED_
<br />SHEET NO.
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