|
42" KNEE WALL WITH
<br />1x8 CAP & CASING (AT
<br />2nd. FLOOR ONLY)
<br />STAIR CALCUTIOW
<br />TOTAL RISE = 10'-8 3/4"
<br />(17) RISERS AT 7 9/16"
<br />10" TREADS wl 3/4" NOSING F-F
<br />RAILING PER
<br />SPECS
<br />Stairway 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 />The radius of the nosing shall be no greater that Y16". Solid riser nosings shall
<br />not be less than W 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 />idrails shall be provided on at least one side of each continuous run of
<br />ids or flight with four or more risers. Handrail height, measured vertically
<br />ri the sloped plane adjoining the tread nosing, or finish surface of ramp 3 PLYWOOD
<br />)e, shall be not less than 34" and not more than 38". Handrails, adjacent to a DECKING
<br />I shall have a space of not less than 1 Y2"between the wall and the handrails. I
<br />36ails with a circular cross section shall have an outside diameter of at
<br />FLOOR
<br />ast 1 1/4" and not greater than 2" or provide equivalent graspavility in
<br />SYSTEM
<br />impliance with FBC 5th Edition (2014) Residential Section R311.7.8.3
<br />USP MP
<br />1 CLIP EA. -
<br />jards. STF
<br />INGER TO
<br />jards shall be located along open -sided walking surfaces, including stai,§,EAfV
<br />'FLR. SYS.
<br />mps and landings, that are located more than 30" and shall be not less than
<br />TYP.
<br />�". Required guards shall not have openings from the walking surface to the
<br />quired guard height which allow passage of a sphere 4" in diameter.
<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 narrowerside
<br />o?
<br />R302.7 Under -Stair Protection. �0
<br />Enclosed accessible space under a stairway shall be protected with Y2" gyp. bd.
<br />9
<br />9
<br />&4
<br />2x8'S AT 12"
<br />O.C. AT
<br />LANDING
<br />�-BLKG.FOR
<br />SOLID
<br />1 lx RISERS NAILING
<br />( P.)
<br />(TYP.)
<br />(3) 2.12
<br />STRINGERS
<br />2x4 #2 SYP. P.T. THRUST BLOCK
<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
<br />RAILING
<br />1XI CAP &
<br />CASING
<br />1xTREAD
<br />(TYP.)
<br />2x12
<br />1 TREAD
<br />2x1 2
<br />STRINGERS
<br />HDR.
<br />BEYOND 2x8 LAVDING
<br />'GYP. AS PER
<br />FBC R302.7
<br />STOR.
<br />UNDER
<br />STAIRS 0?
<br />J
<br />2x FRAMED
<br />WALL
<br />UPPER STAIR SECTION
<br />TYP. STAIR SECTION_
<br />SCALE: 1/4" = V-10"
<br />I
<br />Mill
<br />KITCHEN ISLAND
<br />KITCHEN REF. AND RANGE
<br />KITCHEN SINK
<br />%I
<br />V-4"
<br />42'-0"
<br />16-8"
<br />1'4'
<br />V-4"
<br />8'-0"
<br />-------------------- ----------------------------- ----------
<br />------------------- -------------------------- - - - - - - - - - - - - - - - - - -
<br />DOOR LOCATION
<br />FOR OPTIONAL
<br />SCREENEDLANAl
<br />LANAI
<br />AC PAD
<br />9'-4" FLAT CLG. A.F.F.
<br />00
<br />1 1
<br />00
<br />10
<br />L=
<br />71-2"
<br />6-10" J 1 V-2" 7'-6`- 18'-2�''
<br />LO
<br />01
<br />CENTERILINE
<br />(AD
<br />SINKAT S6
<br />:23 H 8068 SGD 33 SH 8068 SGID
<br />WINDOW
<br />'7 At�g-]
<br />71= 777 L-V
<br />I F t
<br />r -- - - - - L-j--
<br />HB
<br />-4
<br />D.W.
<br />SINK w/ DISP
<br />9,-03..
<br />4 6'-4" 34'-71'
<br />4
<br />D L1.1
<br />1-- a_
<br />-
<br />BRKFST.
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<br />-
<br />ct) cl)
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<br />9'-4" FLAT CLG. o?
<br />TILE
<br />FAMILY
<br />0 [L
<br />ISLAND
<br />6'-3" 18"02" 13ASE
<br />I -
<br />6-) PROVIDE
<br />I - I
<br />9'-4" FLAT CLG.
<br />10
<br />- - - - - - - - -
<br />- - PLATFORM FOR
<br />CARPET
<br />7
<br />HVAC UNIT 28"
<br />=ICN
<br />HIGH VERIFY
<br />TYP.
<br />OPT.
<br />KITCHEN 8
<br />SIZE WITH MFGR
<br />3,j R E
<br />fl REF.
<br />'74
<br />77
<br />4 L.
<br />5-41" 9'-4" FLAT CLG. 10`4
<br />2 2
<br />T-4"
<br />28'-3"'
<br />80
<br />2X6
<br />TILE
<br />5068
<br />/
<br />-
<br />N
<br />C14
<br />BF.
<br />1 1/2" RETURN ON EA.
<br />42A
<br />M %
<br />1-� SIDE OF CLOSET
<br />8--0"
<br />2668
<br />PLUMB.STACK
<br />CY)
<br />C0
<br />1,, S4 CLG.
<br />LO -J
<br />LID 2068 �0
<br />BF.
<br />�4 LO
<br />"NO UPLIFT'
<br />AHU
<br />STOR.
<br />5 SH.
<br />X
<br />S H3 UNDER
<br />D
<br />1, 1, 1, 1. 1., 1
<br />1.
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<br />�'-9" 3'-6" 151 4.
<br />01-
<br />7 1 16 5 1 3 112 111 10 -- 31
<br />L-J-
<br />I F- 9
<br />HDR. I I
<br />6'-8"
<br />0 1 8
<br />DINING ZI I LIVING ROOM11 11 BOTH SIDES I
<br />I
<br />9'-4" FLAT CLG. 9'-4" FLAT CLG. I I I 7
<br />CARPET Lau I I CARPET I 2nd FLR. RAI LI NG
<br />CIO
<br />CIO
<br />PER 6
<br />0101 1 �0 -LINE DEN/STUDY
<br />U) SPECS
<br />LO oil- 1 00 PAD OUT G.T. w/ 2x4 #2 SYP, 0-0,
<br />Lu
<br />X
<br />0
<br />C/)
<br />LLJ 5
<br />Cl) ATTACH w/ (2) 9'-4" FLAT CLG.
<br />=1=1 I ROWS 10d
<br />FOYER CARPET
<br />LU
<br />LO
<br />011,- 1 NAILS @ 12- O.C., PROVIDE 4
<br />I
<br /><1 M I N. 2x1 2 #2 SYP w/ M IN. (3) OPEN TO ABV 7- 3 CONT OVER
<br />I I TOE -NAILS EA. END TYP AT TILE I I - BOTH'
<br />I I ANGLE WALLS. 2 OPENINGS
<br />6`P 2
<br />I I I UP
<br />D
<br />Q
<br />S3
<br />C\1
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<br />31-4!1 -6" 4 L, 3' 1"
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<br />S3
<br />--5",
<br />) f-L. 5
<br />Z-9' 3
<br />L. 4
<br />-
<br />-
<br />TYP. G.T. 2668 2X4
<br />35 SH
<br />10 U') WA L
<br />N ';/� S4 /
<br />11
<br />L 1 111 11
<br />HB 00 - -
<br />- I "NO UPLIFT" 2 68 2668
<br />T-3" BF.
<br />c4 4 SH POCKET
<br />A
<br />- - - - - - 4 SH DOOR
<br />3068 SQ.
<br />0
<br />10
<br />3068 1668
<br />BF .
<br />25 SH cuo I BA 2 z
<br />U
<br />LU L.L
<br />3: <
<br />22-SH
<br />0a Mb
<br />D 8'-8" FLAT CLG.
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<br />C? -T
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<br />r3d� - - -
<br />15
<br />�� �4 < >2 1 EDGE OF SI AR 7
<br />W.H.
<br />BEYOND WALL
<br />64" 6'-4" 4'-4" 4'-4" V-4" , 5-4- 0%0'
<br />Of 01
<br />GAS STUB
<br />PER SPEC
<br />12'-8 1 7'4" 2r-8" 5--7 13'-l"
<br />8--8" J
<br />'d
<br />BUILDER
<br />TO PROVIDE
<br />APPLIANCE
<br />PROTECTION
<br />-
<br />WHEN
<br />:REQUIRED PER FBC
<br />-
<br />0
<br />0
<br /><
<br />zo
<br />ULI
<br />>
<br />0
<br />X
<br />3 'CAR GARAGE
<br />co
<br />9'4" FLAT CLG. A.F.F.
<br />TYP.
<br />0?
<br />F-
<br />7
<br />80
<br />K TYP. @
<br />S4 GARAGE
<br />Av-
<br />- - - - - - - - - - - - --LINE OF 2nd FLOOR
<br />A%
<br />- - - - - - - - - - - - -
<br />x 22"
<br />0
<br />AT 11 - ,
<br />-AT56ESS
<br />C? d
<br />00 F-�
<br />0
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<br />X
<br />C? r,
<br />TYP. @ A
<br />SINGLE
<br />00
<br />,SINGLE S3
<br />S T
<br />24 SHI
<br />24 SH I
<br />11
<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 /><e>(2)
<br />- 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2X8 #2 SYP W/ 1/2"
<br /><�H >2
<br />FLITCH PLATE
<br />(2) - 2X1 0 #2 SYP W/ 112"
<br />FLITCH PLATE
<br />(2) - 2X12 #2 SYP W/ 112"
<br />FLITCH PLATE
<br />(2) - 1 3/4" X 11 1/4 LVIL
<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) - 1 314" X 7 1/4"
<br />LVIL 2.OE Fb=2950
<br />(2) - 2X4 #2 SYP W1 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 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 />6A")
<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 />/-F
<br />+23.0 / -28.9
<br />SEE SN SHEET H
<br />H SEE SN SHEET
<br />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 />20 X 26
<br />18 -21 X 25 -21
<br />S. H.
<br />13
<br />2 0 X 3 8 2
<br />8
<br />18 X 3 7
<br />S. H.
<br />14
<br />2 0 X 5 0 5
<br />18JX50
<br />S. H.
<br />15
<br />20X63
<br />18 -1 X 6 2 -1
<br />2 2
<br />S. H.
<br />16
<br />20 X 72
<br />18 JX 71 J
<br />S. H.
<br />-2132
<br />27 1/4 X 26
<br />26 X 25 J
<br />S. H.
<br />-133
<br />3
<br />2 7 1 A X 3 8 3
<br />8
<br />N/A
<br />S. H.
<br />-3134
<br />27 14 X 50 ��
<br />8
<br />N/A
<br />S.H.
<br />J 33
<br />N/A
<br />26 x 37 4
<br />S. H.
<br />-2134
<br />N/A
<br />26x5O
<br />S. H.
<br />.135
<br />2
<br />27 -1 X 63
<br />4
<br />26 X 62 1/2
<br />S.H.
<br />136
<br />2
<br />27 1 X 72
<br />4
<br />26 X 71 1/2
<br />S. H.
<br />22
<br />37 14 X 26
<br />36 -21 X 25 1/2
<br />S. H.
<br />23
<br />3 7 41 X 3 8 8a
<br />36 -21 X 37 314
<br />S. H.
<br />24
<br />3 7 4a X 5 0 85
<br />36 71 X 50
<br />S. H.
<br />25
<br />37 24 X 63
<br />36 -21 X 62 1/2
<br />S. H.
<br />26
<br />37 -41 X 72
<br />36 J X 71 1/2
<br />S. H.
<br />DOUBLE 2
<br />WIDE
<br />75" TALL
<br />73J2-WIDE
<br />S. H.
<br />32
<br />54 X 26
<br />52 J X 25 -21
<br />S. H.
<br />33
<br />54 X 38 82
<br />52 -21 X 3 7
<br />S. H.
<br />34
<br />54 X 50 �8-
<br />52 -21 X 50
<br />S. H.
<br />35
<br />54 X 63
<br />52 -21 X 62 -21
<br />S. H.
<br />36
<br />54 X 72
<br />52 -21 X 71
<br />S. H.
<br />39X59
<br />40 X 59
<br />N/A
<br />S. H.
<br />DOUBLE 39X59
<br />79 X 59 J-N
<br />/A
<br />S. H.
<br />R302.5 Dwelling/Garage Opening/Penetrabon 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 1 3/8" thick, or 20-minute fire -rated doors,
<br />equipped with self -closing device.
<br />• Duct Penetration. Ducts in the garage and ducts penetrating
<br />t e wa s or ce ngs separat ng e we ng rom e 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 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 Swirning 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 />IM 1507.2 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 />an toilet rooms s a not sc arge nto an att c , craw 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. SNII 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 SNII 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 />HAVE TO HAVE THE IGNITION SOURCE ELEVATED.
<br />WALLLEGEND
<br />MASONRY HGT. @ 9'-4" A.F.F.
<br />MASO N RY H GT. @ 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 CONIC WALL
<br />R-4.1 HIGH PER
<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
<br />(GARAGE / LIVING)
<br />R-11/R-13 KRAFT FACED
<br />G.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
<br />1 ST FLOOR PLAN Elev A-B-C
<br />SCALE: )/4"=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 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: FLORES
<br />VERSION NO.
<br />1122
<br />JOB NO: 1 - 4
<br />SHEET NO.
<br />
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