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39898 Dawson Chase Dr
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39898 Dawson Chase Dr
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Last modified
2/26/2025 6:21:07 PM
Creation date
2/19/2025 2:44:09 PM
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Building Plans
Street #
39898
Location
Dawson Chase Dr
Contractor
Lennar Homes
Building Plans - Permit #
21836
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KITCHEN <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) 2x1, <br />STRINGERS w/ <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />FLOOR SYSTEM OI <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOF <br />STRINGERS 1 <br />CONNECT TC <br />I <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 />ao <br />BATH 2 <br />J" PLYWOOD @ <br />LANDING <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />KITCHEN <br />2x6 BEAM <br />SLOPED CEILING - <br />TO MAINTAIN 7-5" <br />HEADER HEIGHT <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER I <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />CLIP TO HDR. <br />1x TREADS (TYP.) <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />MIRROR <br />0 <br />drm <br />U) V) <br />a: 0 <br />o <br />u) <br />0 <br />z Z <br />LL1 <br />a . U1. <br />LL <br />co <br />o <br />0 <br />o <br />zu <br />E <br />LO <br />> <br />OWNER'S BATH <br />0 <br />N <br />4 <br />ih <br />PRF-FNC; FI nnP .ini.gT Wl l91 <br />OWNER'S BATH <br />0 <br />N <br />4 <br />ih <br />PRF-FNC; FI nnP .ini.gT Wl l91 <br />4 <br />ih <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"= V-0" <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) 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 />The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 <br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing <br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including <br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. <br />Handrails: <br />Handrails 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 />handrails. <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 located along open -sided walking surfaces, including stairs, ramps and landings, that are located <br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to <br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies <br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface <br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking <br />surface to the required guard height that allow passage of a sphere 4 inches in diameter. <br />Under -stair protection: <br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the <br />enclosed side with 1/2-inch gypsum board. <br />TION <br />SCALE: 1 /2"= V-0" <br />�.r <br />i <br />z � <br />z <br />z� <br />z <br />U Q a <br />Ow <br />N � <br />s eo <br />N �O <br />p� N <br />J 4T]� <br />J �. -� irJ L�F: <br />it <br />r���r�'rrlrp'R <br />og <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 2017 Florida Building Code - <br />Resldential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />r— <br />O w <br />tL <br />Qa E oo 'aR <br />z0 <br />E <br />po <br />o <br />C 0 Y � � <br />Z � rno Z <br />W C)- 3: <br />waold <br />J =L <br />o Wa �o <br />CAD a F <br />Nr ila � 3 <br />c <br />o T <br />> L17 <br />L <br />> 00 <br />� O <br />Q [ � N U L <br />c <br />_ O <br />Ln <br />o <br />Z :3 <br />c <br />E O y c <br />f0 E o <br />a v m a> <br />ci _J <br />JOB NO: 19-5895 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.0 <br />
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