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2972 Moulden Hollow Dr
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2972 Moulden Hollow Dr
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Last modified
3/5/2025 1:14:40 PM
Creation date
2/19/2025 10:41:51 AM
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Building Plans
Street #
2972
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
20615
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SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUDS R <br />@ END OF LANDING <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 FRAMING <br />(2) 2x HDR. <br />REGI'D @ ENE <br />LANDING FOF <br />STRINGERS 7 <br />CONNECT TC <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 />L1 <br />MIRROR <br />Q <br />r` <br />b <br />00 <br />OWNER'S BATH <br />Cco <br />cb D <br />/T7 <br />� <br />LU <br />2 <br />of <br />0 <br />LL <br />Lu <br />10 <br />0 <br />ih <br />KITCHEN KITCHEN KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3l4" <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 R3027. <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 />I\ � 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 />_T Winders: <br />� Winder treads shalt 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 />2x8 #2 SYP JOISTS @ LANLu MG I— Nosings: <br />16" O.C. w/ SIMPSON A35 CCU' � The radius of curvature at the nosing shalt be not greater than 9/16 inch. A nosing projection not less than 3/4 <br />OR LUS26 HANGER TO LEDGER. L— inch and not more than 11/4 inches shall be provided on stairways with solid. risers. The greatest nosing <br />cr J" PLYWOOD @ projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including <br />U � LANDING the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. <br />Q 2x12 HDR. w/ (3) 2x STUDS AT � Handrails: <br />EA. END FOR BEARING � <br />Q Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />� o risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />U STANDARD (3) 2X12 r ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />Q� STRINGERS Wl SIMPSON A35 � continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />u.l CLIP TO FLOOR SYSTEM 00 above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />2x8 LEDGER #2 SYP w/ terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />1x RISERS (TYP.) (3) 16d NAILS TO STUD handrails. <br />F @ 16" O.C. Grip -size: <br />CONT. Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />HANDRAIL than 2 inches or provide. equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />in <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 />THRUST BLOCK SECURED TO SLAB w/ enclosed side with 1/2-inch gypsum board. <br />1/4"X3 1/2" TAPCONS @ 16" O.G. <br />SCALE: 1/2"=1'-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />SCALE: 1/2"=1'-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />zo <br />—o <br />z�z <br />Q <br />i <br />U) z <br />l/i <br />
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