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<br />6tairway construction and handrail to conform to the FBC 5th Edition (2014)
<br />Residential section R311.7
<br />Riser height:
<br />The maximum riser height shall be 7 Y4". The greatest riser height within any
<br />flight of stairs shall not exceed the smallest by more than
<br />Tread depth.
<br />The minimum tread depth shall be 10". The greatest tread depth within any
<br />flight of stairs shall not exceed the smallest by more than
<br />Nosings.
<br />The radius of the nosing shall be no greater that M16". Solid riser nosings she]]
<br />not be less than %" but not more than 1 Y4". The greatest nosing projection shall
<br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed
<br />Handrails.
<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 Y2"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 graspavility 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 leis than
<br />36". Required guards shall not have openings from the walking 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 narrower side).
<br />R302.7 Under -Stair Protection.
<br />Enclosed accessible space under a stairway shall be protected with Y2" gyp. bd.
<br />1 0
<br />42" KNEE WALL WITH
<br />1x8 CAP & CASING (AT
<br />-2nd. FLOOR ONLY)
<br />STAIR CALCUTIONS:
<br />TOTAL RISE = 10'-8 3/4"
<br />(17) RISERS AT 7 9/16"
<br />10" TREADS w/ 3/4" NOSING
<br />2x8'S AT 12"
<br />O.C. AT
<br />LANDING
<br />BLKG. FOR-/
<br />SOLID
<br />NAILING 1x RXISERS
<br />(TYP.)
<br />.A
<br />(3) 2x12
<br />U STRINGERS
<br />2x4 #2 SYP. P.T. THRUST BLOC K
<br />W/(2)- 1/4-x 3 1/2" TAPCONS @
<br />16"o.c. AND 3" FROM EA. ENID.
<br />LOWER STAIR SECTION
<br />36" H. CONT.
<br />GRASPABLE
<br />RAILING
<br />,,�'lx8 CAP &
<br />CASING
<br />1xTREAD
<br />(TYP.)
<br />2x12
<br />STRINGERS
<br />STOR.
<br />UNDER
<br />STAIRS
<br />2xFRAMED
<br />WALL
<br />`HDR.
<br />BEYOND
<br />J'GYP. AS PEI
<br />FBC R302.7
<br />RAILING PER
<br />SPECS
<br />3/4" PLYWOOD
<br />UPPER STAIR SECTION
<br />FLOOR
<br />SYSTEM
<br />USP MP3 CLIP EA
<br />STRINGER TO
<br />BEAWFLR , SYS.
<br />TYP.
<br />TYP. STAIR SECTION
<br />KITCHEN ISLAND
<br />KITCHEN REF. AND RANGE
<br />KITCHEN SINK
<br />9
<br />FN
<br />SCALE: 1/4" = V-0"
<br />i+1 - --------------------------- LLI
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />DOOR LOCATION
<br />FOR OPTION/ kL
<br />AC PAD
<br />LANAI SCREENED LANAI
<br />9
<br />9'-4" FLAT CLG. A.F.F.
<br />9
<br />00
<br />00
<br />ro
<br />J8'-2" 7'-6" 1 V-2" T-2" 6'-0"
<br />LO
<br />40
<br />J CENTERLINE
<br />(C (A) (A)
<br />S6 SINK AT
<br />8068 SGD 33 SH 8068 SGD WINDOW 23 SH
<br />HB
<br />7� __46� 717111111
<br />V-6"
<br />__LJ L - - - - - -
<br />I D.W.
<br />swwtbisp
<br />34'-71" 91 _0AJ1
<br />4 6'-4" T
<br />40
<br />BRKFST
<br />10
<br />=)i.0
<br />FAMILY
<br />OP
<br />9'-4" FLAT CLG. Alk
<br />TILE
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<br />18"02" BASE 6'-3"
<br />- -
<br />Ir
<br />CARPET
<br />PLATFORM FOR 04 -
<br />- - - - - - - - -
<br />�6
<br />HVAC UNIT 28"
<br />TYP.
<br />HIGH VERIFY
<br />H MFGR.
<br />WIT (.0
<br />KITCHEN
<br />OPT.
<br />OP
<br />281-311.
<br />4
<br />,\�SIZE
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<br />10'-41" 5'-4j-'
<br />2 9'-4" FLAT CLG. 2
<br />REF. 121_7�`
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<br />1�2x
<br />2x
<br />1 1/2" RETURN ON EA.
<br />BF.
<br />SIDE OF CLOSET
<br />ARCHED OPEN ING
<br />8'-01'
<br />1,_ 1 U.
<br />7'-1"TO7'- 11
<br />Lo "T
<br />CLG, 414
<br />LUMB. S1
<br />LUMB.STACK
<br />t
<br />STOR,
<br />Q
<br />\'NO UPLIFT"
<br />6
<br />2068 U)
<br />BF. LID
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<br />UNDER
<br />H3 S4
<br />C14
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<br />STAIRS--\
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<br />3079 ARCH
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<br />(31 'LIVING ROOM DINING
<br />ZI I I
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<br />7 218) 1 9'-4" FLAT CLG. 121--0) 9'-4" FLAT CLG.
<br />RAILING W 'I I wl-, CARPET
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<br />W
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<br />�-SPECS 00 PAD OUT G.T. w/ 2x4 #2 SYP, 00 -
<br />9'-4" FLAT CLG. - 5 1 W_
<br />.7 2:17 1 ATTACH w/ (2) ROWS 10d I =I-, Cl)
<br />CARPET FOYER
<br />-7 4 1 01 1 NAILS @ 12- O.C., PROVIDE I 01r_
<br />0� Ir
<br />CONT.OVER OPEN TO ABV I <1 I MIN. 2x12 #2 SYP wl MIN. (3) 1 <1
<br />3
<br />BOTH TILE TOE -NAILS EA. END TYP AT I
<br />D
<br />OPENINGS ANGLE WALLS. I
<br />2 U11
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<br />3'-514"
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<br />2'-9"
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<br />OF SLAB 2" 1 H2
<br />BEYOND WALL
<br />GAS STUB
<br />PER SPEC
<br />8" 5'-4" 1'-4" 4'.4" 4'.4"_ 64" 64"
<br />I
<br />01-
<br />1T-111 5'-7" 2'4 1 L# 1 T-4" V-8" 12'-8" 01
<br />'0
<br />-
<br />BUILDER TO PROVIDE
<br />-
<br />-
<br />APPLIANCE PROTECTION
<br />WHEN REQUIRED PER
<br />FBC
<br />0
<br />0
<br />< 9
<br />co
<br />4)
<br />3 CAR GARAQE
<br />X
<br />TYP.
<br />9'-4" FLAT CLG. A.F.F.
<br />7
<br />50
<br />o?
<br />F,
<br />TYP. @ (2K:)
<br />GARAGE\\S�4
<br />d a)
<br />LINE OF 2nd FLOOR L - - - - - - - - - - - -
<br />A
<br />36 'x
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<br />1.-: 60
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<br />_F 24 _SH I -
<br />24 SH
<br />I
<br />REVISION NOTES 12/17/2009:
<br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
<br />ARE TO BE FRAMED DOWN TO V-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 /><e>(2)
<br />- 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) - 2X12 #2 SYP W/ 1/2-
<br />FLITCH PLATE
<br /><e>(2)
<br />- 13/4" X 11 1/4 LVL
<br />2.OE Fb=2950
<br />6
<br />(2) - 13/4" X 9 1/4"
<br />LVL 2.OE Fb=2950
<br /><e>(2)
<br />- 13/4" X 16"
<br />LVL 2.OE Fb=2950
<br />(2) - 13/4" X 7 1/4"
<br />LVL 2.OE Fb=2950
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
<br />R.A.G. FLITCH PLATE Bearing Wall Call Out When
<br />Straps are Required
<br />VERIFY W1 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 />G
<br />SEE SN SHEET GH
<br />140 MPH
<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 />18 J X 25 -21
<br />&H.
<br />13
<br />20 X 38 28
<br />18JX37-,l
<br />S.H.
<br />14
<br />20 X 50 d
<br />18JX50
<br />S.H.
<br />15
<br />20 X 63
<br />18JX62-1
<br />S.H.
<br />16
<br />20 X 72
<br />18JX71 J
<br />S.H.
<br />J 32
<br />27 114 X 26
<br />26 X 25 J
<br />S.H.
<br />3133
<br />27 1/4 X 38 J
<br />N/A
<br />S.H.
<br />3134
<br />27 J X 50 5
<br />NIA
<br />S.H.
<br />J33
<br />N/A
<br />26 x 37 4
<br />&H,
<br />-2134
<br />NIA
<br />26 x 50
<br />S.H.
<br />1
<br />235
<br />27-1X63
<br />4
<br />26 X 62 112
<br />S.H.
<br />J36
<br />27 -1 X 72
<br />4
<br />26 X 71 1/2
<br />S.H.
<br />22
<br />37 41 X 26
<br />36 -21 X 25 1/2
<br />S.H.
<br />23
<br />37 J X 38 J
<br />36 -21 X 37 3/4
<br />S.H�
<br />24
<br />37 ;41 X 50 al
<br />36 JX 50
<br />S.H.
<br />25
<br />37 JX 63
<br />36 -21 X 62 1/2
<br />S.H.
<br />26
<br />37 34 X 72
<br />36 -21 X 71 112
<br />S.H.
<br />DOUBLE2
<br />WIDE
<br />75'TALL
<br />73 -21 WIDE
<br />S.H.
<br />32
<br />54 X 26
<br />52JX251
<br />2
<br />S.H.
<br />33
<br />54X38a
<br />52 J X 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 J X 62 -21
<br />S.H.
<br />36
<br />54 X 72
<br />52 JX 71 J
<br />S.H.
<br />39X59
<br />40X59
<br />N/A
<br />S.H.
<br />DOUBLE 39X59
<br />79X59
<br />N/A
<br />&H.
<br />R302.5 Dwelling/Garage Opening/Penetration 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 1 3/8" in thickness, solid or honeycomb -core steel
<br />doors not less than 13/8" thick, or 20-minute fire -rated doors,
<br />equipped with self -closing 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 Dwelling/Garage Fire Separation.
<br />The garage shall be separated from the dwelling as per the
<br />following:
<br />• From the Residence & Attics - Not Less than 112" 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. 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 pool shall be equipped with an exit alarm complying with UL
<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 />M1507.2 Recirculation of Alr.
<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. SN1 for installation detail.
<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 />GAS APPLIANCES
<br />G.C. TO VERIFY LOCATION OF GAS RISER BEFORE
<br />COMMENCEMENT OF WORK. SEE SHT SN1 FOR
<br />INSTALLATION DETAIL.
<br />WHERE GAS WATER HEATERS ARE INSTALLED.
<br />WATER HEATERS SHALL BE INSTALLED A MIN. OF 18!'
<br />ABOVE FLOOR PER FBCR G2408.2
<br />EXCEPTION: APPLIANCES THAT ARE LISTED AS
<br />FLAMMABLE VAPOR IGNITION RESISTED DO NOT
<br />HAVE TO HAVE THE IGNITION SOURCE ELEVATED.
<br />WALLLEGEND
<br />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 />1ST 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-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-1 1/R-13 KRAFT FACED,
<br />(-A-'), G.C. TO COORDINATE PLUMBING TO AVOID
<br />��Y CONFLICT WITH STRUCTURAL WD. COL.
<br />1 ST FLOOR PLAN Elev A-B-C
<br />SCALE: A"=V-0"
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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 sea[ is only for the structural engineering portions of
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<br />SCALE AS NOTED
<br />PLOT DATE 12/7/2012
<br />TECH: FGUZMAN
<br />VERSION NO.
<br />1122
<br />JOB NO: 17-1800
<br />SHEET NO.
<br />
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