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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 />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 W <br />0 <br />2x8 #2 SYP (P.T. IF MANSONRY Z <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 />MIRROR <br />0 <br />11LILE 1. <br />I I I I L___ LI <br />OWNER'S BATH <br />KITCHEN ISLAND <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />2X8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. wl 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 />GENERAL LANDING FRAMING INFO. <br />9 <br />L= <br />KITCHEN <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />PLYWOOD @ <br />LANDING <br />BATH 2 <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />U') <br />I SEE PLAN FOR LANDING DEPTH i <br />60 <br />Aq <br />a <br />PRE-ENG FLOOR JOIST W/ (2) <br />0 <br />0 <br />0 <br />Z Z cog <br />Z <br />U) Z <br />Q) C_A) <br />LU <br />0 LU <br />0 <br />V) <br />04 <br />C) (D cl) <br />0) co <br />LU a W cl) <br />E Ct$ 'a Cl) <br />= C14 <br />8 6,0. <br />Qj :S u- co <br />c). 5,6!� <br />0 <br />1,D 0) -r, -, <br />U.) 0 q. <br />a 0. ---:, <br />< CM < 0 <br />A c <br />a D. <br />Lo <br />R, cc <br />*L0 <br />X <br />Z 0 __J <br />*SkA <br />Lu <br />C9.0 <br />L 111 r C, 4 <br />F <br />F E <br />To the best of the Engin4Pf, M nd <br />belief, the structural plans an hrlc� <br />within these drawings comply with the Florida Building <br />Code 5th 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 />C�' <br />Z <br />0 <br />#-a C) <br />un C) <br />V) fU LO <br />tn <br />Z Ln <br />Q) Lr) <br />Z F< " U_ <br />Z CL � e­% <br />>� , rt) <br />C)� U CL -I <br />< 00 <br />Z § E <br />WZ C:) <br />LU <br />_J C) <br />M <br />3:5 <br />F�E <br />Z g <br />Z <br />g8o, <br />�Euz <br />=ZZ <br />Se <br />8 0 <br />U" <br />Cc Z <br />8 W <br />LA <br />Z Z <br />U.1 0 <br />M: Z <br />C) <br />Z <br />0 Ln <br />Z 0 <br />Lr) — <br />M r#-4 UJ <br />> Z <br />0 < <br />uJ <br />U Z 9 <br />Lu <br />0 <br />OZ <br />01. U. <br />or- 2�!� <br />Z <br />LLJ <br />�i<z<< <br />F- 3w: <br />0 <br />Z <br />Lr) ZM <br />8 Z <br />0 Lu <br />110 2: < 8 <br />01% < Lu Z <br />Z <br />CY <br />Z (1) Z <br />0 <br />C13 UJI <br />0 r� 15 <br />rn a— U*) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION NO - 10 <br />SHEET NO. <br />2.0 <br />STAIR CALCUTIONS: <br />TOTAL RISE = W-0 3/4" <br />(116) RISERS AT 7 9/16" <br />10" TREADS w/ 1"NOSING <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=V-0" <br />Residential section R311.7 <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 �3/8". <br />to conform to <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <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 %". <br />Nosings. <br />The radius of the nosing shall be no greater that %16"- Solid riser nosings shall <br />not be less than 1/4" but not more than 1Y4". The greatest nosing projection shall <br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <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 then 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 />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with 1/2" gyp. k <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />KITCHEN <br />8-541 <br />KITCHEN ISLAND <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />2X8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. wl 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 />GENERAL LANDING FRAMING INFO. <br />9 <br />L= <br />KITCHEN <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />PLYWOOD @ <br />LANDING <br />BATH 2 <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />U') <br />I SEE PLAN FOR LANDING DEPTH i <br />60 <br />Aq <br />a <br />PRE-ENG FLOOR JOIST W/ (2) <br />0 <br />0 <br />0 <br />Z Z cog <br />Z <br />U) Z <br />Q) C_A) <br />LU <br />0 LU <br />0 <br />V) <br />04 <br />C) (D cl) <br />0) co <br />LU a W cl) <br />E Ct$ 'a Cl) <br />= C14 <br />8 6,0. <br />Qj :S u- co <br />c). 5,6!� <br />0 <br />1,D 0) -r, -, <br />U.) 0 q. <br />a 0. ---:, <br />< CM < 0 <br />A c <br />a D. <br />Lo <br />R, cc <br />*L0 <br />X <br />Z 0 __J <br />*SkA <br />Lu <br />C9.0 <br />L 111 r C, 4 <br />F <br />F E <br />To the best of the Engin4Pf, M nd <br />belief, the structural plans an hrlc� <br />within these drawings comply with the Florida Building <br />Code 5th 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 />C�' <br />Z <br />0 <br />#-a C) <br />un C) <br />V) fU LO <br />tn <br />Z Ln <br />Q) Lr) <br />Z F< " U_ <br />Z CL � e­% <br />>� , rt) <br />C)� U CL -I <br />< 00 <br />Z § E <br />WZ C:) <br />LU <br />_J C) <br />M <br />3:5 <br />F�E <br />Z g <br />Z <br />g8o, <br />�Euz <br />=ZZ <br />Se <br />8 0 <br />U" <br />Cc Z <br />8 W <br />LA <br />Z Z <br />U.1 0 <br />M: Z <br />C) <br />Z <br />0 Ln <br />Z 0 <br />Lr) — <br />M r#-4 UJ <br />> Z <br />0 < <br />uJ <br />U Z 9 <br />Lu <br />0 <br />OZ <br />01. U. <br />or- 2�!� <br />Z <br />LLJ <br />�i<z<< <br />F- 3w: <br />0 <br />Z <br />Lr) ZM <br />8 Z <br />0 Lu <br />110 2: < 8 <br />01% < Lu Z <br />Z <br />CY <br />Z (1) Z <br />0 <br />C13 UJI <br />0 r� 15 <br />rn a— U*) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION NO - 10 <br />SHEET NO. <br />2.0 <br />STAIR CALCUTIONS: <br />TOTAL RISE = W-0 3/4" <br />(116) RISERS AT 7 9/16" <br />10" TREADS w/ 1"NOSING <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=V-0" <br />Residential section R311.7 <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 �3/8". <br />to conform to <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <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 %". <br />Nosings. <br />The radius of the nosing shall be no greater that %16"- Solid riser nosings shall <br />not be less than 1/4" but not more than 1Y4". The greatest nosing projection shall <br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <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 then 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 />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with 1/2" gyp. k <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />KITCHEN <br />8-541 <br />8-541 <br />