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3225 Lytton Hall Dr
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3225 Lytton Hall Dr
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Last modified
2/28/2025 2:23:34 PM
Creation date
2/28/2025 11:05:54 AM
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Building Plans
Street #
3225
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
22100
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-I_'_IC1hLlll_'uplliI I_. ' -- - -1 IL <br />KITCHEN <br />SEE PLAN FOR LANDING DEPTH <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 0 <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOF <br />STRINGERS - <br />CONNECT TC <br />1 <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 />BATH 2 <br />KITCHEN <br />2x6 BEAM <br />T <br />SLOPED CEILING <br />TO MAINTAIN 7'-5" <br />HEADER HEIGHT <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 Lu <br />CLIP OR LUS26 HANGER TO z <br />LEDGER <br />< <br />I <br />2x12 HDR. w/ (3) 2x STUDS AT <br />"Ile <br />@ <br />PLYWOOD EA. END FOR BEARING �j <br />LAND N <br />1 <br />STANDARD (3) 2X12 Q <br />STRINGERS W/ SIMPSON A35 = <br />0° <br />CLIP TO HDR. I in <br />80 <br />O <br />1x TREADS (TYP.) <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD CONT. <br />fD <br />@ 16" O.C. HANDRAIL <br />in <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />O <br />MIRROR <br />OWNER'S BATH <br />0 <br />ih <br />O <br />N <br />Iu:10:1RttsaNT•7 MrOM1911A IFIEW11 <br />0 0 0 0 <br />O <br />i <br />M <br />III <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 7314 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 />11Li7►' <br />SCALE: 1 /2"= V-0" <br />�w <br />I <br />Z M <br />_ o <br />Z <br />Z <br />Q <br />Ln CD <br />'QJ� W <br />�U — <br />O W <br />� <br />�Ln <br />U <br />o^ <br />m N <br />W <br />■ •� t-- �Y82 <br />8y�ti <br />-0 M <br />CM <br />c <br />` <br />w <br />O aO <br />- " <br />o <br />Q rn <br />U) C <br />L73�. <br />�i Q 6 <br />B Ds <br />a'D <br />N �O <br />h N <br />W Ipg�z <br />V_Z <br />F__ � 62 "q .!-� 4 r� <br />U) = Z <br />LU W V � a <br />L z <br />¢Nm� � <br />Z <br />Q � � o <br />a( ` _ j•, <br />%yWWFDSS NG'.00t4; <br />l <br />-.CV <br />�'7 <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 />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />Z <br />f F <br />wzZ <br />MOO <br />Z W Q <br />�Wz <br />O cc <br />U{y�- N <br />0] <br />L <br />w <br />tu <br />Z 0 <br />r <br />> <br />C)Y� <br />fZ <br />G <br />Ce <br />n <br />Z <br />C <br />< <br />O <br />Ln 3 <br />o <br />o <br />:� <br />I- <br />LLIQ <br />�- <br />J Lu <br />f <br />U <br />Lr) <br />.9 . <br />000 <br />f-" Y P <br />F- <br />J <br />Lr) <br />t'V <br />o <br />z0 <br />Q Q W <br />a <br />8R <br />Z <br />Z <br />t31 <br />*'{ <br />w0 2 <br />- <br />Q: CZ <br />W <br />J <br />Ln <br />r{ <br />i.iJ <br />W <br />adz <br />8 N�w <br />Y Q <br />00 <br />Q <br />z <br />a ` S <br />L <br />n <br />o <br />fY1 <br />O <br />! <br />rn <br />Z <br />g <br />( y1 <br />11J <br />= <br />- z <br />4f <br />rn <br />,- 4 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/26/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ml <br />SHEET NO. <br />2.0 <br />
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