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<br />r------------------------------------------------
<br />L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />MIN. (3) 2x STUDS REQ'[
<br />@ END OF LANDING
<br />BELOW HDR. BEAM�
<br />STANDARD (3) 2x12
<br />STRINGERS w/
<br />SIMPSON A35/LISP
<br />MP34 CLIP TO
<br />FLOOR SYSTEM OR
<br />LANDING FRAMING
<br />(2) 2x HDR.
<br />REQ'D @ END OF
<br />LANDING FOR
<br />STRINGERS TO
<br />CONNECTTO -
<br />SEE PLAN FOR LANDING DEPTH
<br />PLY SHEATHING OVER
<br />LANDING ATTACHED PER _T
<br />GENERAL FLOOR
<br />CONSTRUCTION NOTES 15
<br />2xg #2 SYP JOISTS @ LANDING 41 714
<br />@ 16"O.C. w/ SIMPSON A35/USP
<br />3:
<br />MP34 OR LUS26 HANGER ON
<br />2
<br />5
<br />EA. SIDE 13
<br />MASONRY OR WOOD WALL,
<br />M
<br />SEE PLAN 112
<br />0
<br />u_
<br />2x8 #2 SYP (P.T. IF MASONRY 2x8 #2 SYP JOISTS @ LANDING
<br />WALL) CONTINUOUS LEDGER @ 16" O.C. w/ SIMPSON A35 CLIP
<br />w/ (3) 16d NAILS @ 16" O.C. MAX. OR LUS26 HANGER TO LEDGER.
<br />Lu
<br />TO EA. STUD. ((2) 1/4"X3 112" LU
<br />TITENS @ 16" O.C. MAX, FOR 0 2x12 HDR. wl (3) 2x STUDS AT 10
<br />MASONRY WALL) Z EA. END FOR BEARING
<br />STANDARD (3) 2X12
<br />STRINGERS W/ SIMPSON A35
<br />CLIP TO FLOOR SYSTEM
<br />7
<br />GENERAL LANDING FRAMING INFO.
<br />9'-0" MAX LANDING LENGTH
<br />SCALE: N.T.S.
<br />1
<br />2
<br />J" PLYWOOD @
<br />LANDING
<br />2x8 LEDGER #2 SYP w/
<br />(3)16d NAILS TO STUD
<br />1x RISERS (TYP.) 6
<br />CONT. @ 16" O.C.
<br />HANDRAIL 5
<br />4
<br />3
<br />THRUST BLOCK SECURED TO SLAB w/
<br />114"X3 1/2" TAPCONS @ 16" O.C.
<br />STAIR CALCUTIONS:
<br />TOTAL RISE = 101-0 3/4'
<br />(16) RISERS AT 7 9/16"
<br />10" TREADS w/ 1" NOSiNG
<br />V
<br />V,
<br />bo
<br />�o
<br />STAIR SECTION.
<br />SCALE: 1/2"=V-0"
<br />CONT. HANDRAIL-J
<br />RETURN TO
<br />WALL DETA IL.
<br />(:A ) SCALE: NTS
<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 1/2 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 />Handralls:
<br />Handralls 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 1112 inches between the wall and the
<br />handralls.
<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 />Guards 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 grade 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 />11 1 - I- - I ___
<br />HEADER SCHEDULE
<br />MARK
<br />HEADER SIZE
<br />REMARKS
<br /><e>(2)
<br />I
<br />- 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2X1 0 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br /><e>(2)
<br />- 2X12 #2 SYP W/ 112"
<br />FLITCH 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 />LVL 2.OE Fb=2950
<br />(2) - 13/4" X 16"
<br />LVIL 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 />I
<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 />140(;
<br />REV 10.1.20 CAB
<br />EXTERIOR 2ND FLOOR
<br />BEARING WALL SCHEDULE
<br />HEIGHT
<br />STUD
<br />SPECIES
<br />SPACING
<br />SPF #2
<br />81-019
<br />2x4
<br />SYP #2
<br />16" O.C.
<br />SPF #2
<br />91-01,
<br />2x4
<br />SYP #2
<br />16" O.C.
<br />SPF #2
<br />2x6
<br />SYP #2
<br />16" O.C.
<br />* WHEN THE TOP OF WALL IS GREATER THAN 9'-U", I HEN A I
<br />EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE
<br />STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS
<br />@ 12" O.C-
<br />THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
<br />FINISH
<br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT.
<br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS**
<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 />184X 25J
<br />S.H.
<br />13
<br />20 X 381
<br />184X37i
<br />S.H.
<br />14
<br />20 X 50J
<br />184X 50
<br />S.H.
<br />15
<br />20X63
<br />18JX621
<br />S.H.
<br />16
<br />20 X 72
<br />18 4 X 71 J
<br />S.H,
<br />1112
<br />27 1/4 X 26
<br />26X25i
<br />S.H,
<br />1H3
<br />27 114 X 38 J
<br />26 x 37 1
<br />&K
<br />1H4
<br />27JXSOJ
<br />26 x 50
<br />S,H.
<br />1115
<br />27JX63
<br />26 X 62 1/2
<br />SA.
<br />1H6
<br />27JX72
<br />26 X 71 1/2
<br />S.H.
<br />22
<br />37 J X 26
<br />36 4 X 25 1/2
<br />S,H,
<br />23
<br />37JX38i
<br />36 4 X 37 3/4
<br />S,H.
<br />24
<br />37JX50J
<br />36 J X 50
<br />S.H.
<br />25
<br />37JX63
<br />36 4 X 62 1/2
<br />S.H.
<br />26
<br />37 J X 72
<br />36 4 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 />52JX25i
<br />S.H.
<br />33
<br />54 X 38 J
<br />524X37i
<br />S.H.
<br />34
<br />54 X 50J
<br />52JX 50
<br />S.H.
<br />35
<br />54 X 63
<br />52JX62J
<br />S.H.
<br />36
<br />54 X 72
<br />52 JX 711
<br />S.H.
<br />39X59
<br />40 X 69
<br />N/A
<br />S.H.
<br />DOUBLE 39X59
<br />79 X 59
<br />N/A
<br />S.H.
<br />SECOND FLOOR PLAN - ELEV-Al-
<br />SCALE: )/4"=V-0" 1
<br />General Notes
<br />R302.5 Dwelling/Garage Open ing/Penetratio n 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 R302.1 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. 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 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 f1r. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant,
<br />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />/-A
<br />+293 -32.2
<br />�O
<br />+29.7 / -39.7
<br />+28.3 -30.8
<br />(d)
<br />+28.3 / -37.0
<br />+26.6 -29� 1
<br />+26.6 / -33.5
<br />G
<br />SEE SN SHEET 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 />WALLLEGEND
<br />MASONRY HOT, @ 8'-8"A.F.F.
<br />TYP. 2x FRAME WALL
<br />BEARINGWALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING
<br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
<br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR
<br />SYSTEM
<br />AREA TABULATION "All'
<br />FIRST FLOOR LIVING 1793
<br />SECOND FLOOR LIVING 1103
<br />LIVING TOTAL 2896
<br />GARAGE 437
<br />ENTRY 26
<br />TOTALAREA 3359
<br />PATIO 24
<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
<br />(GARAGE I LIVING)
<br />�-1 1 /R-1 3 KRAFT FACED
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition, Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 23-00520
<br />SCALE , AS NOTED
<br />SHEEF NO.
<br />1.2
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<br />
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