|
L - 1
<br />. r_'- 111 R'TF 1.. 1'tlT�
<br />2x4 THRUST
<br />BLOCK
<br />io
<br />TOTAL RISE = 1 U-0 3/4"
<br />(16) RISERS AT 7 -9/16"
<br />10" TREADS wl 3/4" NO:
<br />36" H. CONT.
<br />GRASPABLE
<br />RAILING
<br />`- (3) 2x12
<br />STRINGERS
<br />3/4" PLYWOOD
<br />DECKING
<br />-2x6 LANDING
<br />2x4 FRAMING
<br />42" KNEE WALL WITH
<br />1x8 CAP & CASING OR
<br />36" RAILING
<br />3/4"PLYWOOD
<br />DECKING
<br />PRE-ENG FLOOR
<br />TRUSS
<br />I TREAD (TYP.)
<br />1x RISERS (TYP.)
<br />r;
<br />42" KNEE WALL WITH--,
<br />ix8 CAP & CASING OR
<br />36" RAILING
<br />2x4 THRUST
<br />BLOCK
<br />4
<br />3 r
<br />TYP. STAIR SECTION
<br />SCALE: 1/4" = V-0"
<br />lirway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7.
<br />;or height:
<br />riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the
<br />acent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
<br />Pad depth:
<br />s tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of
<br />foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any
<br />ht of stairs shall not exceed the smallest by more than 3/8 inch.
<br />treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost
<br />ion of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6
<br />at any point within the clear width of the stair.
<br />'he radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not
<br />lore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the
<br />mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings.
<br />eveling of nosings shall not exceed 1/2 inch.
<br />landrails:
<br />landrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail
<br />eight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less
<br />tan 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a
<br />Dint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be
<br />?turned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than
<br />1/2 inches between the wall and the handrails.
<br />.rip -size:
<br />landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches
<br />r provide equivalent grasp -ability in compliance with Section R311.7.8.3.
<br />guards:
<br />wards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30
<br />Iches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side.
<br />;equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36
<br />Iches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the
<br />-eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a
<br />phere 4 inches in diameter.
<br />Inder-stair protection:
<br />,nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side
<br />rith 1/2-inch gypsum board.
<br />I SEE PLAN FOR LANDING DEPTH I
<br />MIN. (3) 2x STUDS R
<br />@ END OF LANDINC
<br />BELOW HDR. BEAM
<br />STANDARD (3) 2xl;
<br />STRINGERS w/
<br />SIMPSON A35/USP
<br />MP34 CLIP TO
<br />FLOOR SYSTEM 01
<br />LANDING FRAMINC
<br />(2) 2x HDR.
<br />REQ'D @ ENE
<br />LANDING FOF
<br />STRINGERS l
<br />CONNECT TC
<br />r
<br />io
<br />PLY SHEATHING OVER
<br />LANDING ATTACHED PER
<br />GENERAL FLOOR
<br />CONSTRUCTION NOTES
<br />2x8 #2 SYP JOISTS @ LANDING
<br />@ 16"O.C. w/ SIMPSON A35/USP
<br />MP34 OR LUS26 HANGER ON
<br />EA. SIDE
<br />MASONRY OR WOOD WALL,
<br />SEE PLAN
<br />2x8 #2 SYP (P.T. IF MASONRY
<br />WALL) CONTINUOUS LEDGER
<br />w/ (3) 16d NAILS @ 16" O.C. MAX.
<br />TO EA. STUD. ((2) 1/4"X3 1/2"
<br />TITENS @ 16" O.C. MAX. FOR
<br />MASONRY WALL)
<br />GENERAL LANDING FRAMING INFO.
<br />SCALE: N.T.S.
<br />9'-0" MAX LANDING LENGTH
<br />3/4" PLYWOOD
<br />DECKING
<br />-2x6 LANDING
<br />2x4 FRAMING
<br />.SIN
<br />CONT. HANDRAIL
<br />RETURN TO
<br />e-StE
<br />LL DETAIL
<br />NTS
<br />25'-0"
<br />2'4" 16-1" 6'-7"
<br />2x4 #2 SPF STUDS @ 16" 1
<br />O.C. TYP. @ 2nd FLOOR O OW O H1 D2
<br />EXTERIOR WALLS B Tvp @
<br />e 1/2 33 SH (2) 25-SH CORNERS
<br />D2 TEMP D2 EGRESS
<br />I DD.
<br />�4-SH Iiv
<br />ij n4'44'
<br />I 1668
<br />w = I I B.F.
<br />= in 5'-6" 2 -4„ 4
<br />li iv � WZZC10 BATH D2Iw- O Yk,_11, I g ",FLAT CL
<br />TILIFR/SH _ _ _ _ G.T. SIM. w/ (1)
<br />48x42 - - - - iv MSTAM36
<br />3 CES - -d� TB iv @BASE
<br />D2 SH 7-0" 2f --3'62%_ 12'-10"
<br />Sim. w/(1) TILE T _ I I ,( 36"x22"
<br />MSTAM36 f7 A. .F. I I I ATTIC
<br />@ BASE ai L_c_I __ ACCESS
<br />OWNER'S
<br />is VWV
<br />N 1 8'-0" F T CLG PET SUITE
<br />'
<br />Tp I 2468 8'-0" FLAT CLG
<br />CARPET ;n
<br />N
<br />4 4068
<br />rn B.F.
<br />00 s
<br />(0, ___
<br />BEDROOM 2 N T _____
<br />_ _ ---- R/SH
<br />8'-0" FLAT CLG -
<br />CARPET
<br />12'-2" LI. 4'-8" 4" 7'-6"
<br />6 Mc
<br />= D2 rn C7 =
<br />q N
<br />rn O u,
<br />5068 2668 42" H 1/2 WALL 1 16
<br />B.F. OR RAILING PER 15
<br />SPECS
<br />J 14
<br />S6 ..------R/SH - - - - - N 1 13 ��
<br />U
<br />TYP. @ 2 to D2
<br />STORY. SEE 12
<br />J FOR o 00 TECH 11 O H1
<br />STEMEMWALL CENTER
<br />,°,
<br />OPT. 10
<br />3'-3" 5'-7" 3'-4" L 5'-8" 3'4" 9 T-11"
<br />ILE TO H BAT 1 8 80
<br />'A.F.F. 8'-0" FLAT C Cl) 1 L1
<br />TILE 2868 7
<br />6
<br />ZD 3
<br />N D2
<br />2 3 4 5 SIM. w/ (1)
<br />6�q> MSTAM36
<br />�, @ BASE
<br />00
<br />D2 BEDROOM 3 4-SH N N
<br />SIM. w/ (1) 8'-0" FLAT CLG a,
<br />CARPET G.T.
<br />r
<br />MSTAM36 - - - - - - ( - _-_---_-_-_
<br />@ BASE
<br />11'-6"
<br />I G.T.
<br />_ - - - - - - -
<br />MSTAM36 OI a 100 v
<br />@BASE T BEDROOM 4 r3
<br />3 I 8'-0" FLAT CLG D2
<br />D2 r G.T.
<br />T i CARPET SIM. w/ (1)
<br />= MSTAM36
<br />0 I @ BASE
<br />1/2 33 SH m I
<br />� I 6 B H1 I
<br />N D2 I
<br />25-SH 25-SH
<br />D2 EGRESS 22 D2 EGRES
<br />I
<br />M ; B H1 D1 0 H1
<br />I
<br />L- - - - - - - - - -
<br />Z-10" 2'-10" 2'-11" 13'-6" 2'-11"
<br />5'-8" 19'-4"
<br />I 25'-0"
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />L-------------------------------------J
<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 />H 1
<br />(2) - 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H2
<br />(2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H3
<br />(2) - 2X10 #2 SYP W/ 1/2"
<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 91/4"
<br />LVL 2.0E Fb=2950
<br />H7
<br />(2) - 1 3/4" X 16"
<br />LVL 2.0E Fb=2950
<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 />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />+29.7 / -32.2
<br />©
<br />+29.7 / -39.7
<br />©
<br />+28.3 / -30.8
<br />�D
<br />+28.3 / -37.0
<br />OE
<br />+26.6 / -29.1
<br />O
<br />+26.6 / -33.5
<br />GG
<br />SEE SN SHEET OH SEE SN SHEET
<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 />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 4 X 251
<br />S.H.
<br />13
<br />20 X 381
<br />18 J X 371
<br />S.H.
<br />14
<br />20 X 501
<br />18 J X 50
<br />S.H.
<br />15
<br />20X63
<br />18JX62�
<br />S.H.
<br />16
<br />20X72
<br />184X71'
<br />S.H.
<br />1 H2
<br />27 1/4 X 26
<br />26 X 25 4
<br />S.H.
<br />1 H3
<br />27 1/4 X 38 3
<br />26 x 37 3
<br />S.H.
<br />1 H4
<br />27 1 X 50 1
<br />26 x 50
<br />S.H.
<br />1 H5
<br />27 J X 63
<br />26 X 62 1/2
<br />S.H.
<br />1 H6
<br />27 a X 72
<br />26 X 71 1/2
<br />S.H.
<br />22
<br />37 J X 26
<br />36 1 X 25 1/2
<br />S.H.
<br />23
<br />37 J X 38 a
<br />36 1 X 37 3/4
<br />S.H.
<br />24
<br />37 J X 50 a
<br />36 J X 50
<br />S.H.
<br />25
<br />37 J X 63
<br />36 4 X 62 1/2
<br />S.H.
<br />26
<br />37 J X 72
<br />36 J X 71 1 /2
<br />S.H.
<br />DOUBLE 2 WIDE
<br />75" TALL
<br />73 4 WIDE
<br />S.H.
<br />32
<br />54 X 26
<br />52 J X 25
<br />S.H.
<br />33
<br />54 X 38 J
<br />52 2 X 37 J
<br />S.H.
<br />34
<br />54 X 501
<br />521 X 50
<br />S.H.
<br />35
<br />54 X 63
<br />52 1 X 62
<br />S.H.
<br />36
<br />54X72
<br />524X71
<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 />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 flr. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<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 />FIRST FLOOR LIVING AREA 952 S.F.
<br />SECOND FLOOR LIVING AREA 1121 S.F.
<br />TOTAL LIVING AREA
<br />2073 S.F.
<br />GARAGE
<br />396 S.F.
<br />LANAI
<br />104 S.F.
<br />ENTRY
<br />32 S.F.
<br />TOTAL SQ. FT.
<br />2605 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 />R-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
<br />SECOND FLOOR PLAN - ELEV-A
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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 seat is only for
<br />the structural tural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 22-12353
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />1.2
<br />
|