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<br />0
<br />i\
<br />OWNER'S BATHROOM
<br />SCALE: 3/8" =V-0"
<br />MIRROR
<br />\\ TOWEL BAR
<br />O
<br />IS7
<br />0
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<br />5
<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 />3/4" PLYWOOD
<br />DECKING
<br />F. FL.
<br />BATHROOM 2
<br />SCALE: 3/8" = V-0"
<br />42" KNEE WALL
<br />WITH 1x8 CAP &
<br />CASING (AT 2nd
<br />FLOOR ONLY)
<br />--------\----
<br />\
<br />13 �\
<br />12 \\�
<br />11
<br />10
<br />9
<br />8
<br />6
<br />O2x STRINGERS
<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 />18X25
<br />S.H,
<br />13
<br />20X38J
<br />184X371
<br />S.H.
<br />14
<br />20X50$
<br />184X50
<br />S.H.
<br />15
<br />20 X 63
<br />18 4 X 62 J
<br />S.H.
<br />16
<br />20X72
<br />184X71 J
<br />S.H.
<br />1112
<br />271/4X26
<br />26X25'
<br />S.H.
<br />1H3
<br />271/4X38
<br />26x37
<br />S.H.
<br />1 H4
<br />27 a X 50
<br />26 x 50
<br />S.H.
<br />1115
<br />27JX63
<br />26X621/2
<br />S.H.
<br />iH6
<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 i
<br />36 J X 37 3/4
<br />S.H.
<br />24
<br />37 J X 50 J
<br />36 4 X 50
<br />S.H.
<br />25
<br />37JX63
<br />36JX621/2
<br />S.H.
<br />26
<br />37 J X 72
<br />36 J X 71 112
<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
<br />52 4 X 37 Jq
<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 />52 J X 62 J
<br />S.H.
<br />36
<br />54 X 72
<br />52 J X 71 J
<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 />\
<br />CONT.
<br />HAND RAIL
<br />F. FL. U'J_� I S O L O =a
<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 />HZ
<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 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 />LJ 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 />TAPCONS EA. 16"o.c. HANDRAIL DETAIL
<br />3" FROM EA. END.
<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 fuli 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 pagsage 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 />cc
<br />1
<br />13'-4"
<br />VERIFY
<br />AC PAD LOCATION OF
<br />A/C PAD
<br />HB
<br />1 Anr
<br />RFV in 1 gn rAR
<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 />'X
<br />SPF #2
<br />2x6
<br />SYP #2
<br />16" O.C.
<br />OUTDOOR LIVING
<br />0
<br />9'-4" CLG. A.F.F.
<br />o
<br />io
<br />CONCRETE
<br />-0" 16'-8"
<br />6'-8" T-10" T-10" 2'-8"
<br />10
<br />6068 SGD
<br />°' ~
<br />-
<br />0�
<br />I
<br />CF
<br />5-SH
<br />o
<br />1
<br />REF
<br />2468 BF
<br />°°
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<br />io
<br />8'-3"
<br />T-2"
<br />6'-7"
<br />o I
<br />a '
<br />'-
<br />_
<br />DINING N
<br />I`
<br />KITCHEN W I1
<br />N
<br />9' 4" FLAT CLG.
<br />9'-4" FLAT CLG. z lO
<br />TILE
<br />TILE l
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<br />D/W DISPOSAL
<br />L- - I
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<br />FLRG. LINE
<br />-
<br />- -
<br />2x8 WALL
<br />6'-0"
<br />8'-4"
<br />T-8"
<br />o
<br />16" CNTR. AT 42"
<br />;n
<br />A.F.F.
<br />1/2 WALL01
<br />�r
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<br />ro
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<br />GREAT ROOM
<br />5
<br />9'-4" FLAT CLG.
<br />6
<br />CARPET
<br />14'-0"
<br />_ 7
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<br />c°
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<br />TYP.
<br />r S3
<br />14
<br />12
<br />2x6 WALL
<br />�*
<br />LID
<br />T-0" 2'-8" 4'-4"
<br />o
<br />-
<br />r;
<br />LO
<br />C°
<br />*NO UPLIFT*
<br />- -
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<br />FLRG. LINE Q
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<br />TYP.
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<br />FOYERI
<br />(� TILE
<br />o
<br />9'-4" FLAT CLG. 2868
<br />_ TILE
<br />0O
<br />F- EDGE OF SLAB 2'
<br />°Q
<br />9'-4" BEYOND WALL
<br />T.O.M.
<br />T41
<br />2'-6"
<br />M
<br />3068
<br />BUILDER TO
<br />PROVIDE
<br />A
<br />APPLIANCE
<br />PROTECTION
<br />`d
<br />o
<br />WHEN
<br />in
<br />REQUIRED PER
<br />Z-0" 4'-8"
<br />FBC
<br />1-CAR GARAGE
<br />9'-4" FLA
<br />CLG.
<br />ENTRY CONCRETE
<br />`0
<br />u'
<br />9'-4" CLG. A.F.F. a
<br />CONCRETE b
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<br />STONE
<br />8'-0" O . 1'-8" VENEER
<br />1ST FLOOR PLAN - UNIT-C 1624
<br />SCALE: Ya"=1'-0"
<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 />�A
<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 />+26.6 / -29.1F
<br />+26.6 / -33.5
<br />OG
<br />SEE SN SHEET �H SEE SN SHEET
<br />1 din 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 />+29.71-39.7
<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. Ed. or equivalent.
<br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
<br />than 1/2" Gyp. Ed. 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 fir. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />1563.1 •• MAW*]
<br />•
<br />-vu. oou u-..
<br />I ............... ■.......1
<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 />EXT CONIC 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 />R-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
<br />OG.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
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<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. Engineer's signature and seal is only
<br />for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />SCALE : AS NOTED
<br />SHEET NO.
<br />5
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