Laserfiche WebLink
t <br />Q <br />M <br />LO <br />r) <br />G <br />O <br />t� <br />0 <br />.n <br />c0 <br />O <br />M <br />O <br />J <br />CD <br />M <br />O <br />I <br />Q <br />CD <br />M <br />LA <br />LO <br />v <br />a- <br />Cn <br />0Q <br />cc <br />Q <br />M <br />O <br />J <br />00 <br />M <br />O <br />I <br />v <br />C <br />Cr <br />01 <br />tZ <br />Q <br />i <br />E <br />0 <br />S <br />v <br />c <br />N <br />LZ <br />0 <br />U <br />a <br />vl <br />0 <br />a <br />U <br />Z <br />N <br />I <br />Y <br />i <br />V <br />J <br />LZ <br />N <br />N <br />0 <br />0 <br />a <br />N <br />N <br />O <br />N <br />Q <br />m <br />s1 <br />CONT. HANDRAIL <br />RETURN TO_ <br />WALL DETAIL. <br />(:A) SCALE: NTS <br />3/4" PLYW <br />DECKING <br />Uc Lw rU U.�. niv J r -iv ter.. u. <br />STAIR SECTION <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <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 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 />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 '/z 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 />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 11/2 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 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 />SCALE: 1 /2"=V-0" <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />W <br />MEDICINE i <br />CABINET 00 <br />OQ OQ <br />O > N > <br />CN M 'Md <br />M M <br />60 <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />I <br />TOILET <br />PAPER <br />i HOLDER <br />�IL--Jl_ <br />0 <br />N <br />FIN. FLR. <br />MIRROR <br />0. BATH <br />00 <br />DW <br />M <br />KITCHEN ISLAND <br />TUB/SHOWER FINISH <br />PER FLOOR PLAN <br />MIRROR <br />N <br />BATH 2 <br />O <br />MLJ <br />LJ <br />O <br />CV <br />O <br />cM <br />ZZ <br />OPT. REF. <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD <br />Z SINGLE <br />TOWEL BAR IN a ROD <br />TUB OR SHWR. <br />TOWEL BAR a <br />ON BATHROOM WALL <br />SHWR. o = <br />C7 <br />VALVES w o <br />00 = � <br />CO SOAP r\ <br />CO CO 00 <br />o DISH U ir) <br />r <br />O O _ <br />r _r <br />O <br />r CM <br />th O <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY <br />O <br />M <br />O <br />N <br />MIRROR <br />�i <br />0 <br />0 <br />60 <br />LU <br />BATH 3 <br />HOOD <br />L[ I <br />] 4 <br />I HAJ <br />KITCHEN <br />INTERIOR ELEVATIONS <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />12" FOR PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />O BRACKET 36" H BASE <br />FINISHED CABINETS - <br />o COUNTER TOP '2n11 H BASE <br />00 <br />LL <br />Cn a <br />0 2x <br />T Lo. 00 FRAMING <br />'— CIO CO <br />1 /2" GYP <br />BOARD — <br />T <br />FIN. FLR. <br />2x P.T. <br />SHELVING <br />CABINETS - <br />ISLAND COUNTER <br />SCALE: 1 /2"= V-0" <br />O <br />T <br />N N <br />FIN. FLR. <br />CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1 /2"=1 r-0" <br />N <br />N <br />-g <br />_ <br />N <br />OO <br />00 <br />c <br />c.! <br />wl ,� <br />i. <br />J� <br />) U <br />4 - 0 <br />rLl <br />L <br />N <br />N <br />O <br />N <br />N <br />O <br />O <br />. v <br />2u <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 <br />Flodda Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />F <br />o E r- <br />04 N 8 J <br />O <br />FA0 <br />N � m <br />r <br />00 7k LL W <br />W <br />7 u7 0 <br />rnr�r- � u� a <br />M a <br />Y <br />- a L <br />Z <br />13 <br />-'LLLL <br />O <br />zZ� <br />Ixt <br />L, <br />(0 _ I 0 <br />% C� 0 <br />WM-J <br />�pjO' <br />int�m<e <br />Z <br />un <br />a <br />—6-,'r <br />N 04Z Wrn0 <br />Z <br />O U U-a w <br />WCD <br />❑ ❑ ❑ <br />Z N M <br />0 <br />Z <br />Z n <br />J <br />d <br />QE3 <br />N <br />Z <br />Ur c <br />0 <br />LL <br />N <br />u <br />w g <br />w <br />8 <br />I <br />f.. <br />= L <br />U o <br />c N 0 <br />¢N� <br />Mid <br />s <br />o <br />w <br />M <br />C") <br />z 2 <br />o i <br />Z <br />G <br />LL. <br />E <br />Zo <br />w1 <br />� <br />- <br />Q <br />E U <br />0- <br />Z <br />Z® <br />0a <br />2g <br />=° <br />o� <br />Z <br />� E <br />O <br /><Z <br />o <br />ao <br />az <br />i <br />a o <br />Ew <br />m 0 <br />a <br />Cx <br />U <br />"m <br />o <br />Orr <br />Z <br />Z <br />U) a�i <br /><� <br />aw <br />0 <br />Q <br />o< <br />Z <br />ao <br />o3 <br />0�w <br />W <br />U <br />a oc <br />'oLL <br />3 <br />J <br />CDw <br />O <br />�° <br />CID <br />Z< <br />Or <br />0, <br />U <br />O <br />= <br />M <br />.J <br />ca <br />� <br />L <br />MO <br />OM <br />Y <br />CT Y <br />O <br />U) <br />m <br />m <br />QI <br />a <br />00 <br />o <br />M'V <br />N <br />0')M <br />Ln <br />Q N <br />Q <br />o M <br />r <br />o <br />Z <br />Z <br />E O <br />E <br />N <br />cc <br />E <br />o <br />o a; <br />c <br />a) <br />a- <br />0 � <br />Q 0 <br />J <br />)OB <br />NO : <br />22-02398 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.0 <br />