|
ristruction and handrail to conform to the
<br />section R311.7
<br />r height:
<br />maximum riser height shall be 7 %". The greatest riser height within any
<br />I of stairs shall not exceed the smallest by more than Y8".
<br />d depth.
<br />minimum tread depth shall be 10". The greatest tread depth within any
<br />t of stairs shall not exceed the smallest by more than %".
<br />�The radius of the nosing shall be no greater that 946". Solid riser nosings shall
<br />not be less than %" but not more than I Y4". The greatest nosing projection shall
<br />not exceed the smallest by more than X". Beveling of nosings shall not exceed
<br />Handrails shall be provided on at least one side of each continuous run of
<br />treads or flight with four or more risers. Handrail height, measured vertically
<br />from the sloped plane adjoining the tread nosing, or finish surface of ramp
<br />slope, shall be not less than 34" and not more than 38". Handrails adjacent to a
<br />wall shall have a space of not less than 1 X"between the wall and the handralls.
<br />Grip -size.
<br />Handrails with a circular cross section shall have an outside diameter of at
<br />least 1 1/4" and not greater than 2" or provide equivalent graspavilfty in
<br />compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3.
<br />Guards.
<br />Guards shall be located along open -sided walking surfaces, including stairs,
<br />ramps and landings, that are located more than 30" and shall be not less; than
<br />36". Required guards shall not have openings from the walldng surface to the
<br />required guard height which allow passage of a sphere 4" in diameter.
<br />Winders.
<br />Winder treads shall have a minimum tread depth of 6" at the narrow end and
<br />shall have a minimum tread depth of 10" at the Intersections with the walkline
<br />( 12' from the narroKersIde).
<br />7 Under -Stair Protection.
<br />sed accessible space under a stairway shall be protected with Y2" gyp. bd.
<br />KITCHEN ISLAND
<br />42"KNEEWALLWITH
<br />1 x8 CAP & CASING (AT
<br />2nd. FLOOR ONLY)
<br />ZX4,VZ b`ffl. 11. 1. 1 MKUb I bLULr,
<br />W/(2� 1/4"x 3 1/2" TAPCONS @
<br />16"o.c. AND 3" FROM EA. END.
<br />LOWER STAIR SECTION
<br />36" H. CONT..
<br />GRASPABLE 3/4"PLYWOOD
<br />RAILING DECKING-1
<br />x8 CAP &
<br />CASIN FLOOR
<br />ZlxTREAD
<br />1�1_
<br />SYSTEM
<br />(TYP.)
<br />USP MP3 CLIP EA.
<br />2x12
<br />STRINGER TO
<br />STRINGERS
<br />BEAM/FLR. SYS.
<br />TYP.
<br />� I STOR.
<br />UNDER
<br />STAIRS
<br />2xFRAMED
<br />WALL
<br />BEYOND
<br />GYP. AS PEI
<br />FBC R302.7
<br />UPPER STAIR SECTION
<br />TYP. STAIR SECTION
<br />Mimi
<br />Ll
<br />-1i
<br />KITCHEN REF. AND RANGE
<br />9
<br />N
<br />KITCHEN SINK
<br />SCALE: 1/4"= V-101"
<br />- - - - - - - - - - - - - - :: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />--- -------------- ------------------ -------------
<br />DOOR LOCATION
<br />FOR OPTIONAL
<br />AC PAD
<br />SCREENEDLANAI
<br />LANAI
<br />9`4' FLAT CLG. A.F.F.
<br />9
<br />;o
<br />00
<br />4-2- T-15" 1 V-2" 7'-2" 6-4- Fj
<br />1 CENTERLINE
<br />(A) (P
<br />S6 SINK AT
<br />8068 SGD 33 SH 8068 SGD 23.SH
<br />_73 W
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<br />- - - - - - - - -
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<br />OPT.
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<br />7 2 C& 1 9'-4" FLAT CLG. 1 9'4" FLAT CLG.
<br />RAILING 04 F" I CARPET
<br />2nd FLR. I CARPET
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<br />1 MI ATTACH w/ (2) ROWS 1 Od M I F,
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<br />I I it cr
<br />CONT.OVER - 3 OPEN TO ABV I <1 I MIN. 2x1 2 #2 SYP wt MIN. (3) 1 <1
<br />BOTH TILE TOE -NAILS EA, END TYP AT I
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<br />EDGE OF SLAB 2" H2
<br />BEYOND WALL
<br />GAS STUB
<br />PER SPEC
<br />5'-4" 4-4- 4'-4" V-4- 6-4-
<br />Ot
<br />T-7- 2-4 1 T-4" 8'-8" 12'-8" 01
<br />BUILDER TO PROVIDE
<br />oil
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<br />APPLIANCE PROTECTION
<br />WHEN REQUIRED PER
<br />FBC
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<br />REVISION NOTES 12/17/2009:
<br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
<br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F.
<br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C.
<br />EXCEPT IN WET AREAS. SPACE WET AREA
<br />FURRING AT 16"O.C.
<br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE
<br />TO BE PANNED WITH A PRE-FAB. BASE.
<br />4. ALL VANITY HEIGHTS ARE 36"A.F.F.
<br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2"
<br />RECESS. REFER TO MASON'S SCOPE FOR
<br />RECESS WIDTH.
<br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET
<br />7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2"A.F.F.
<br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS;
<br />40'PRODUCT LINE - MIN. 48" x 64"
<br />50'PRODUCT LINE - MIN. 48" x 76"
<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 />- 2X10 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2X12 #2 SYP W/ 1/2'
<br />FILITCH PLATE
<br /><e>(2)
<br />- 13/4" X 11 1/4 LVL
<br />2.OE Fb=2950
<br />(2) - 13/4- X 9 1/4"
<br />LVIL 2.OE Fb=2950
<br /><e>(2)
<br />- 13/4" X 16"
<br />LVIL 2.OE Fb=2950
<br /><e>(2)
<br />- 13/4" X 7 1/4"
<br />LVIL 2.OE Fb=2950
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. See Plan for
<br />R.A.G. FLITCH PLATE 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 />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />+25.6 -27.8
<br />+25.6 / -34.3
<br />+24.5 -26.7
<br />+24.5 / -31.9
<br />+23.0 -25.2
<br />+23.0 / -28.9
<br />SEE SN
<br />SEE SN SHEET Ku SHEET
<br />H
<br />NOTE: WIND SPEED INDICATED ABOVE
<br />IS AN "ULTIMATE" WIND SPEED. THE
<br />WIND PRESSURES LISTED ABOVE ARE
<br />ALLOWABLE PRESSURES
<br />WINDOW SCHEDULE
<br />SIZE
<br />R.O. CMU
<br />(Flange)
<br />R.O. FRAME
<br />(Fin)
<br />TYPE
<br />12
<br />20X26
<br />18JX251
<br />S.H.
<br />13
<br />20 X 38 J
<br />18 JX 37 J
<br />S.H.
<br />14
<br />20 X 50 1
<br />18 JX 50
<br />S.H.
<br />15
<br />20 X 63
<br />18 JX 62 J
<br />S.H.
<br />16
<br />20 X 72
<br />18 J X 71 J
<br />S.H.
<br />J32
<br />27 1/4 X 26
<br />26 X 25 J
<br />S.H.
<br />133
<br />27 1/4 X 38 J
<br />N/A
<br />S.H.
<br />J 34
<br />27 J X 50 J
<br />NIA
<br />S.H.
<br />J33
<br />N/A
<br />26 x 37 1
<br />S.H.
<br />J 34
<br />N/A
<br />26 x 50
<br />S.H.
<br />J35
<br />27JX 63
<br />26 X 62 1/2
<br />S.H.
<br />J 36
<br />27 J X 72
<br />26 X 71 1/2
<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 J
<br />36 J X 37 3/4
<br />S.H.
<br />24
<br />37 J X 50 J
<br />36 J X 50
<br />S.H.
<br />25
<br />37 J X 63
<br />36 J X 62 112
<br />S.H.
<br />26
<br />37 JX 72
<br />36 J X 71 1/2
<br />S.H.
<br />DOUBLE 2
<br />WIDE
<br />75" TALL
<br />73 J WIDE
<br />S.H.
<br />32
<br />54 X 26
<br />52JX25i
<br />S.H.
<br />33
<br />54 X 38 J
<br />52 JX 37 J
<br />S.H.
<br />34
<br />54 X 50 J
<br />52JX50
<br />S.H.
<br />35
<br />54 X 63
<br />52 JX 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 />302.5 Dwelling/Garep Opening/Penetraltion Protection.
<br />Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Door between
<br />garage and residence shall be equipped with solid doors not
<br />less than 13/8" in thickness, solid or honeycomb -core steel
<br />doors not less than 1 3/8" thick, or 20-minute fire -rated doors,
<br />equipped with self-closina device.
<br />• Duct Penetration. Ducts in the garage and ducts penetrating
<br />the walls or ceilings separating the dwelling from the garage
<br />shall be constructed of a minimum No. 26 gage (0.48 mm)
<br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
<br />duct board, or other approved material and shall have no
<br />openings into the garage.
<br />• Other penetrations shall be protected as required by section
<br />R302.1 1, Item 4.
<br />R302.6 DwellingifGarap Fire Separadori.
<br />The garage shall be separated from the dwelling as per the
<br />following:
<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 opening of an operable window is
<br />located more than 72 Inches above the finished grade or surface
<br />below, the lowest part of the clear opening of the window shall be
<br />a minimum of 24 inches above the finished floor of the room in
<br />which the window is located.Operable sections of Windows shall
<br />not permit openings that allow a 4-inch-diameter sphere where
<br />such openings are located within 24 inches of the finished floor.
<br />Chapter 45 Private SwIming Pools, Section R4501.17.1.9
<br />All doors and windows providing direct access from the home to
<br />the poo s a e equ ppe wit an ex t a arm comp y ng w t L
<br />2017 that has a minimum sound pressure rating of 85 db a at 10
<br />feet. Any deactivation switch shall be located at least 54 inches
<br />above the threshold of the access. Separate alarms are not
<br />required for each door or window if sensors wired to a central
<br />alarm sound when contact is broken at any opening.
<br />IM11507.2 Recirculation of Air.
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />recirculated within a residence or to another dwelling unit and shall
<br />be exhausted directly to the outdoors. Exhaust air from bathrooms
<br />and toilet rooms shall not discharge into an attic, crawl space or
<br />other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />see Sht. SNI for installation detail.
<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 />I I I I I I I 1 1 MASONRY HGT. @ 9'-4" A.F.F.
<br />MASONRY HGT. @ 8'-0" A.F.F.
<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
<br />UPLIFT CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />1 ST FLOOR
<br />2ND FLOOR
<br />1713 S.F.
<br />1998 S.F.
<br />TOTAL
<br />3711 S.F.
<br />GARAGE
<br />606 S.F.
<br />ENTRY
<br />35 S.F.
<br />LANAI
<br />294 S.F.
<br />TOTAL SQ. FT.
<br />4646 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-1 1/R-1 3 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 I R-1 1/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
<br />rA-') G.C. TO COORDINATE PLUMBING TO AVOID
<br />",� CONFLICT WITH STRUCTURAL WD. COL.
<br />1 ST FLOOR PLAN Elev A-B-C
<br />SCALE: X"=V-101"
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code 5th Edition (2014� Residential. Engineer's signature
<br />and seal Is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE AS NOTED
<br />PLOT DATE: 12/7/2012
<br />TECH: MJAMES
<br />VERSION NO.
<br />1122
<br />JOB NO: 17-4137
<br />SHEET NO.
<br />
|