Laserfiche WebLink
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 />MIRROR <br />0 <br />LW <br />zM <br />Z(o <br />z <br />Ci- <br />Z <br />U-1 <br />(D <br />U <br />0 LU E <br />Ln 0 <br />C) <br />C14 <br />I.— E <br />8 080 <br />C) CO21" <br />0 IT <br /><0 <br />ED. <br />0 &1 <br />9 :r- <br />8t, -s <br />10 r,3-A4 <br />L ;�g <br />/) C <br />IL M *A 9 r) <br />�Z, CP <br />F LO.. <br />. ......... <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal Is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />z <br />0(i) <br />�--4 4-J C:) <br />U0 1 5 t 0 <br />1:2� LA M cc::)) <br />re) N <br />M In <br />z tn tN <br />Q) — Lr) <br />< L_ U_ <br />CL <br />Ce >, CV) <br />U -4 <br />z < E 00 <br />z <br />z <br />WLU <br />_J CD <br />9z <br />91 <br />Z <br />z <br />if <br />08,0 <br />NOw <br />U) "pi <br />i I <br />< <br />Lii <br />M <br />z 0 <br />Ln - <br />2: r-4 Lu <br />0 <br />U <br />0 <br />0 <br />Z <br />z <br />UJI Ln <br />LU <br />UJ 2: <br />00 < <br />M z <br />t.0 Z <br />LI) z t_U <br />Cal LLJ <br />0 r�% :5 <br />r_1 r-11 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />2.0 <br />OWNER'S BATH <br />07 <br />I r r0m I I <br />KITCHEN ISLAND <br />PLY SHEATHING OVER <br />OWNER'S BATH <br />07 <br />I r r0m I I <br />KITCHEN ISLAND <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERALFLOOR <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 />z <br />< <br />WALL) CONT LEDGER w/ (3) 16d <br />NAILS @ 16" O.C. MAX. TO EA. <br />_J <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />V-101" MAX LANDING LENGTH <br />Q <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 />C <br />----THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />KITCHEN <br />PLYWOOD @ <br />LANDING <br />2x8 LEDGER #2 SYP W/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />00 <br />8'- <br />BATH 2 <br />PPF=-F-N(' , Fl OnP.IOMT W/ (9) <br />KITCHEN <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <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 />Residential section R311.7 <br />SCALE: 1/2"=V-0" <br />Riser height: <br />The maximum riser height shall be 7Y4". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than %". <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than Y8". <br />The radius of the nosing shall be no greater that 9/16". Solid riser nosings shall <br />not be less than 3/4" but not more than %". The greatest nosing projection shall <br />not exceed the smallest by more than X". Beveling of nosings shall not exceed <br />y2" <br />Handralls 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 %"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 FBC 5th Edition (2014) Residential Section R311.7.8.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />ramps and landings, that are located more then 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 />(112" from the narrower side). <br />7 Under -Stair Protection. <br />3ed accessible space under a stairway shall be protected with Y." gyp. <br />SCALE: 1/2"=V-0" <br />I SEE PLAN FOR LANDING DEPTH I <br />