Laserfiche WebLink
f <br />a <br />00 <br />0 <br />0 <br />s <br />00 <br />L SEE PLAN FOR LANDING DEPTH � <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />STANDARD (3) 2x12 <br />STRINGERS w/ SIMPSON <br />A35/USP MP34 CLIP TO FLOOR <br />SYSTEM OR LANDING FRAMING <br />(2) 2x HDR. REQ'D @END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <br />0X" <br />LL 1 <br />rIS <br />t <br />LD <br />LLu <br />PIP 6 <br />Z pi <br />LU <br />LLJ <br />u <br />5al <br />MIRROR <br />0 <br />OWNER'S BATH <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 MANSONRY <br />v <br />z <br />WALL) CONT LEDGER w/ (3) 16d <br />a <br />NAILS @ 16" O.C. MAX. TO EA. <br />v <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />o <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />O. <br />M <br />s <br />O <br />(V <br />0 <br />Fh <br />/ <br />2x8 #2 SYP JOISTS @LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER <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 />CONT. <br />HANDRAIL <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X31/2" TAPCONS <br />@ 1s" O.C. <br />KITCHEN <br />PLYWOOD @ <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />LO <br />fb <br />60 <br />-A,-n" 8'-54" <br />KITCHEN <br />INTERIOR ELEVATIONS <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1` NOSING <br />to conform to <br />(2017) section R311.7 <br />SCALE: 1 /2"=1'-0" <br />Riser height: <br />The maximum riser height shall be 73/4". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than �e". <br />d depth. <br />minimum tread depth shall be 10". The greatest tread depth within any <br />of stairs shall not exceed the smallest by more than %'. <br />The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall <br />not be less than'/," but not more than 1Ya". The greatest nosing projection shall <br />not exceed the smallest by more than YZ". Beveling of nosings shall not exceed <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured vertically <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />slope, shall be not less than 34"and not more than 38". Handrails adjacent to a <br />wall shall have a space of not less than 1Yi'between the wall and the handrails. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4"and not greater than 2" or provide equivalent graspavility in <br />compliance with Section R311.7.8.3. <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />ramps and landings, that are located more than 30"and shall be not less than <br />36". Required guards shall not have openings from the walking surface to the <br />required guard height which allow passage of a sphere 4" in diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end and <br />shall have a minimum tread depth of 10" at the intersections with the walkline <br />(12" from the narrower side). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with %"gyp. <br />AIR SECTI <br />SCALE: 1 /2"=1'-0" <br />z� <br />z� <br />z <br />Q <br />a <br />(n z <br />cn c9 <br />� w <br />ca o <br />W <br />O � <br />~ <br />E <br />� <br />can � <br />c6 <br />o <br />m <br />� <br />U <br />W <br />�ItIM <br />N <br />C y <br />� <br />� <br />O <br />Q to <br />