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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 />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERALFLOOR <br />CONSTRUCTION NOTES <br />KITCHEN <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. wl 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 />WALL) CONT LEDGER w/ (3) 16d <br />NAILS @ 16" O.C. MAX. TO EA, <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 />9'-0" MAX LANDING LENGTH <br />PRF-FNG FI-OOR.101,qT W/ (21 <br />ac <br />8'-!54" A,_n-- <br />BATH 2 <br />KITCHEN <br />;0 <br />00 <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16- <br />10"TREADS W/ 1"NOSING <br />MIRROR <br />0 <br />F <br />L <br />co <br />OWNER'S BATH <br />M <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=V-0" <br />The radius of the nosing shall be no greater that V16"- Solid riser nosings shall <br />not be less than %" but not more than %". The greatest nosing projection shall <br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />Stairway construction and handrail to conform to the FBC 5th <br />Residential section R311.7 <br />Riser height: <br />The maximum riser height shall be 7%". 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 31/8". <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER W <br />0 <br />2x12 HDR. w/ (3) 2x STUDS AT Z <br />PLYWOOD @ EA. END FOR BEARING <br />LANDING <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />STANDARD (3) 2' <br />STRINGERS W'� <br />CLIP TO HDR. <br />11 T <br />x TREADS (TYP.) <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD CONT. <br />HANDRAIL <br />@ 16" O.C. <br />10 <br />Handrails. <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 %"between the wall and the handrails. <br />Grip -size. <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 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 />THRUST BLOCK SECURED TO---_� R302.7 Under -Stair Protection. <br />SLAB w/ 1/4"X3 1/2" TAPCONS Enclosed accessible space under a stairway shall be protected with Y2 gyp. bd <br />@ 16" O.C. ^ "V� A I rm% e% r� 0'*% mTm 10`% IL I <br />SCALE: 1/2"=V-0" <br />( D V0 <br />Z <br />Z <br />Z <br />Z <br />V) (D <br />C—n <br />4--J Lu <br />D U <br />0 U.1 <br />UO CLI <br />V) <br />04 <br />C) 0) M <br />(M <br />C M cl <br />E T .7S cvQ <br />8 000 <br />c) 0 <br />0 <br />< < 01 <br />N C IS-D-C <br />A FZ' <br />8 Do <br />0 Sr <br />W 9 _J <br />le IF"M , a!1 <br />tw <br />..i P'Ll - <br />>, 0 <br />1<1 .;; <br />Z N I F E SS <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 sea] is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />Z r-4 <br />0 cu r-, <br />1­4 4-J CD <br />V) 1 5 tD <br />> V) M 0 <br />rn 0 <br />N <br />< V) -0 <br />a. Ln C: <br />Z A <br />U. <br />Q� U CL 00 <br />Z < 3i E <br />Z <br />Z <br />CD <br />W <br />8 0, <br />Ck: <br />C/) Lu <br />_J 11 ; i <br />< <br />F_ <br />U-1 <br />0 cr- <br />Z '0 0 <br />Ln <br />2: cc <br />2: r-4 U-1 <br />0 <br />U <br />0 <br />r-4 U4 ar:!l <br />< <br />Z r-4 <br />Z C%4 <br />11i Ln <br />_J Lij <br />I UJ X <br />X < <br />f%4 < Z <br />IT Z L <br />co Z LU 0 <br />0 r�- 15 Z: 9 <br />rn T-q Ia. (n <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FLORES <br />VERSION NO - 10 <br />SHEET NO. <br />2.0 <br />� SEE PLAN FOR LANDING DEPTH <br />OWNER'S BATH <br />M <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=V-0" <br />The radius of the nosing shall be no greater that V16"- Solid riser nosings shall <br />not be less than %" but not more than %". The greatest nosing projection shall <br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />Stairway construction and handrail to conform to the FBC 5th <br />Residential section R311.7 <br />Riser height: <br />The maximum riser height shall be 7%". 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 31/8". <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER W <br />0 <br />2x12 HDR. w/ (3) 2x STUDS AT Z <br />PLYWOOD @ EA. END FOR BEARING <br />LANDING <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />STANDARD (3) 2' <br />STRINGERS W'� <br />CLIP TO HDR. <br />11 T <br />x TREADS (TYP.) <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD CONT. <br />HANDRAIL <br />@ 16" O.C. <br />10 <br />Handrails. <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 %"between the wall and the handrails. <br />Grip -size. <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 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 />THRUST BLOCK SECURED TO---_� R302.7 Under -Stair Protection. <br />SLAB w/ 1/4"X3 1/2" TAPCONS Enclosed accessible space under a stairway shall be protected with Y2 gyp. bd <br />@ 16" O.C. ^ "V� A I rm% e% r� 0'*% mTm 10`% IL I <br />SCALE: 1/2"=V-0" <br />( D V0 <br />Z <br />Z <br />Z <br />Z <br />V) (D <br />C—n <br />4--J Lu <br />D U <br />0 U.1 <br />UO CLI <br />V) <br />04 <br />C) 0) M <br />(M <br />C M cl <br />E T .7S cvQ <br />8 000 <br />c) 0 <br />0 <br />< < 01 <br />N C IS-D-C <br />A FZ' <br />8 Do <br />0 Sr <br />W 9 _J <br />le IF"M , a!1 <br />tw <br />..i P'Ll - <br />>, 0 <br />1<1 .;; <br />Z N I F E SS <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 sea] is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />Z r-4 <br />0 cu r-, <br />1­4 4-J CD <br />V) 1 5 tD <br />> V) M 0 <br />rn 0 <br />N <br />< V) -0 <br />a. Ln C: <br />Z A <br />U. <br />Q� U CL 00 <br />Z < 3i E <br />Z <br />Z <br />CD <br />W <br />8 0, <br />Ck: <br />C/) Lu <br />_J 11 ; i <br />< <br />F_ <br />U-1 <br />0 cr- <br />Z '0 0 <br />Ln <br />2: cc <br />2: r-4 U-1 <br />0 <br />U <br />0 <br />r-4 U4 ar:!l <br />< <br />Z r-4 <br />Z C%4 <br />11i Ln <br />_J Lij <br />I UJ X <br />X < <br />f%4 < Z <br />IT Z L <br />co Z LU 0 <br />0 r�- 15 Z: 9 <br />rn T-q Ia. (n <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FLORES <br />VERSION NO - 10 <br />SHEET NO. <br />2.0 <br />� SEE PLAN FOR LANDING DEPTH <br />