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<br />OWNER'S BATHROOM
<br />SCALE: 3/8" =1'4'
<br />BATHROOM 2
<br />SCALE: 3/8" = V-0"
<br />9
<br />F,
<br />9
<br />EO
<br />WINDOW SCHEDULE
<br />SIZE
<br />R.O. CMU
<br />(Flange)
<br />R.O. FRAME
<br />(Fin)
<br />TYPE
<br />12
<br />20X26
<br />18JX254
<br />S.H.
<br />13
<br />20 X 389'
<br />18 -1X 372
<br />2 4
<br />S.H.
<br />14
<br />20 X 50 J
<br />18 JX 50
<br />S.H.
<br />15
<br />20 X 63
<br />18JX62i
<br />S.H.
<br />16
<br />20 X 72
<br />18 J X 71 J
<br />S. H.
<br />1112
<br />27 1/4 X 26
<br />26 X 25 J
<br />S.H.
<br />IH3
<br />27 1/4 X 38
<br />26 x 37 1
<br />S.H.
<br />27 4 X 50 J
<br />26 x 50
<br />S.H.
<br />27 JX 63
<br />26 X 62 1/2
<br />S. H.
<br />1116
<br />27JX72
<br />26 X 71 1/2
<br />S.H.
<br />22
<br />37 JX 26
<br />36JX25 1/2
<br />S.H.
<br />23
<br />37 J X 38 J
<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 />37 J X 63
<br />36 J X 62 1/2
<br />S.H.
<br />26
<br />37 JX 72
<br />36 7' X 71 1/2
<br />S.H.
<br />DOUBLE 2 WIDE
<br />75" TALL
<br />73 J WIDE
<br />S. H.
<br />32
<br />54 X 26
<br />524X254
<br />S.H.
<br />33
<br />54 X 38 J
<br />52 'X 37 1
<br />S. H.
<br />34
<br />54 X 50
<br />52 X 50
<br />S. H.
<br />35
<br />54 X 63
<br />5217 X 624
<br />S.H.
<br />36
<br />54 X 72
<br />52 4 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 />STAIR DATA:
<br />18 RISERS @ 7.153"
<br />17 TREADS @ 10"
<br />TOTAL RISE 113/4"
<br />TOTAL RUN 14'-2" 42" KNEE WALL
<br />WITH 1 x8 CAP&
<br />3/4" PLYWOOD CASING (AT 2nd
<br />DECKING FLOOR ONLY) (2) 2X8 w/ 1/2"
<br />FLITCH HEADER
<br />SLOPE CEILING TO
<br />MATCH STAIR RISE
<br />F. FL. F. FL.
<br />I I F. FL.
<br />DRYWALL
<br />1 1/4" TO 2" DIA
<br />16
<br />HANDRAIL NO
<br />15 LESS THAN 34"
<br />X
<br />14 NOR MORE
<br />13 Lii
<br />N, THAN 38" ABV.
<br />12 Z TREAD NOSING
<br />CONT.
<br />HAND [RAIL <
<br />10
<br />METAL
<br />9 0
<br />HANDRAIL
<br />8 BRACKET
<br />uJ
<br />7
<br />o? 6 BLOCKING AS
<br />�v 1 5 REQUIRED
<br />2x STRINGERS
<br />4
<br />TYP. STAIR SECTIO
<br />SCALE: 1/4" = 1'-0"
<br />HEADER SCHEDULE
<br />MARK
<br />HEADER SIZE
<br />REMARKS
<br /><@>(2)
<br />- 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2XII 0 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2XII 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)
<br />- 1 3/4" X 9 1/4"
<br />LVL 2.OE Fb=2950
<br /><e>(2)
<br />- 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 />(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 />00
<br />L F.FL.,, HANDRAIL DETAIL
<br />2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-i
<br />BLOCK W/(2)- 1/4"x 3 1/2"
<br />TAPCONS @ li 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 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 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 />Gualds 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 glaole 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 />Ik , ... 101 All 18�4' 0. o" 1 10
<br />VERIFY
<br />AC PAD LOCATION OF
<br />A/C PAD
<br />7 HB
<br />-----------------------
<br />�A
<br />OUTDOOR LIVING
<br />�3 9'-4" CLG. A. F.F.
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<br />FLRG. LINE
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<br />SCALE: Y4"=V-0"
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<br />ABV.
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<br />5'-8'
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<br />V-8"
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<br />V-8"
<br />VENEER
<br />T-0"
<br />1 V-4"
<br />8'-8""
<br />18 _8"
<br />18'-4"
<br />T. 0. M.
<br />T.0 . M .
<br />PLAN
<br />- UNIT
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<br />FILLED CELL LEGEND
<br />N CONT. FILLED CELL FROM FOUNDATION TO 2ND
<br />FLOOR
<br />FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
<br />Ll NTEL)
<br />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
<br />BOND BEAM)
<br />18'-4"
<br />34"
<br />12'-1 T-0"
<br />,1'-4" V-8" 3-
<br />10"' 6-13" 0 T- 10"
<br />Id. 2'-8"
<br />1
<br />0
<br />MOD
<br />25 SH
<br />MOD25 SH
<br />39"
<br />x 59"
<br />M
<br />(39" x 59"')
<br />EGRESS I EGRESS
<br />C?
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<br />(�55�
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<br />TYP. U.N. 0.
<br />8'-0" FLAT CLG.
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<br />__10 64"
<br />4'4" T-0"
<br />M.C.
<br />R&S
<br />0. B)
<br />0
<br />J I 22"x3i
<br />8'-0" FLK
<br />CARP
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<br />F.C. FOR ELEV. 2023
<br />&
<br />MODERN ELEV ONLY.
<br />DOES NOT APPLY TO
<br />MOD 25 SH
<br />STD/LT ELEVATIONS.
<br />(39"x59")
<br />4'-0" 7-4'
<br />C? Co
<br />T-0" 1 V-4" LO
<br />2ND FLOOR PLAN - UNIT -A 1532.
<br />SCALE: 4"=V-0"
<br />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />Q�)
<br />+29.7 -32.2
<br />(k)
<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 />SHEET SEE SN SHEET
<br />jSEESIN
<br />4P
<br />140 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 Open i 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 />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 class-1 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. Ed. or
<br />equivalent applied to garage side.
<br />• From Habitable Rooms Above Garage - Not Less than 5/8"
<br />Tyii Gyp. Bd. 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. Ed. 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 />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 />LO 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 w/
<br />1111111777-1 BOND BEAM i AT 10'-8"
<br />TOP AT 18'-8"
<br />..... MASONRY HGT. @ 9-4" A.F.F.
<br />MASONRY HGT. @ 8'-8" 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 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 FACED
<br />CONDITIONED CEILING R-30 BLOWN -IN
<br />(INSTALL BAFFLES AT EAVE)
<br />GARAGE SEPARATION R-11/i KRAFTFACED
<br />(GARAGE f LIVING)
<br />G.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
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<br /><
<br />To the best of the Engineers knowledge, information and belief,
<br />drawings comply with the 2020 Florida Building Code
<br />-
<br />Residential 7th Edition. Engineers signature and seal
<br />is only for
<br />the structural engineering portions of the drawing pages bearing
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