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STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/LISP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2X8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH W 0 Z KITCHEN KITCHEN KITCHEN ISLAND MIRROR 00 9 to MIRROR BATH 2 OWNER'S BATH STAIR CALCUTIONS: TOTAL RISE - 10'-0 314" (16) RISERS AT 7 9116- 10"TREADS w/ 1" NOSING 9 I SEE PLAN FOR LANDING DEPTH i Stairway construction nd handrail to conform to E_dition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8". The radius of the nosing shall be no greater that Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails; shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than lY2"between the wall and the handrails. Grip -size. Handralls with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in COMDliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the Intersections with the walkline (112" from the narrower side). 7 Under -Stair Protection. ied accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. SCALE: 1/2"=V-0" (D M U) V) 4--J U_J CJ_ Lij 0 E C) P) LLJ el 0 lag ft <1 OW1 Al I BID., C CA LLO FES Z tl Us 0 ED 1:1 To the best of the Engin knowledge, Information, and e:r" s belief, the structural plan and specification con to ined within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C�4 0 a) r-, " 4-J (=) V) 'S tZ > V) Cn C) fn C) 4—r N M Ln 0) In U_ Cn fa ..q L) CL Z 3- E Z LU 0 W 000: §Z 00 00 LU cr_ Z 0 X LU 0 U ro Z .0 P r-4 Wig < Z U. gl§ Z T-4 LLJ Ln LU T-4 FE M < Z a Z r� Z Cal LU 0 00 :5 In. T__4 CL (A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 2.0 I NHU,'j I bLUUK ZSLUILIKLU 10 51-Ab W1 1/4"X3 1/2" TAPCONS @ 16" O.C. OWNER'S BATH STAIR CALCUTIONS: TOTAL RISE - 10'-0 314" (16) RISERS AT 7 9116- 10"TREADS w/ 1" NOSING 9 I SEE PLAN FOR LANDING DEPTH i Stairway construction nd handrail to conform to E_dition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8". The radius of the nosing shall be no greater that Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails; shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than lY2"between the wall and the handrails. Grip -size. Handralls with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in COMDliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the Intersections with the walkline (112" from the narrower side). 7 Under -Stair Protection. ied accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. SCALE: 1/2"=V-0" (D M U) V) 4--J U_J CJ_ Lij 0 E C) P) LLJ el 0 lag ft <1 OW1 Al I BID., C CA LLO FES Z tl Us 0 ED 1:1 To the best of the Engin knowledge, Information, and e:r" s belief, the structural plan and specification con to ined within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C�4 0 a) r-, " 4-J (=) V) 'S tZ > V) Cn C) fn C) 4—r N M Ln 0) In U_ Cn fa ..q L) CL Z 3- E Z LU 0 W 000: §Z 00 00 LU cr_ Z 0 X LU 0 U ro Z .0 P r-4 Wig < Z U. gl§ Z T-4 LLJ Ln LU T-4 FE M < Z a Z r� Z Cal LU 0 00 :5 In. T__4 CL (A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 2.0 I NHU,'j I bLUUK ZSLUILIKLU 10 51-Ab W1 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR CALCUTIONS: TOTAL RISE - 10'-0 314" (16) RISERS AT 7 9116- 10"TREADS w/ 1" NOSING 9 I SEE PLAN FOR LANDING DEPTH i Stairway construction nd handrail to conform to E_dition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8". The radius of the nosing shall be no greater that Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails; shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than lY2"between the wall and the handrails. Grip -size. Handralls with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in COMDliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the Intersections with the walkline (112" from the narrower side). 7 Under -Stair Protection. ied accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. SCALE: 1/2"=V-0" (D M U) V) 4--J U_J CJ_ Lij 0 E C) P) LLJ el 0 lag ft <1 OW1 Al I BID., C CA LLO FES Z tl Us 0 ED 1:1 To the best of the Engin knowledge, Information, and e:r" s belief, the structural plan and specification con to ined within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C�4 0 a) r-, " 4-J (=) V) 'S tZ > V) Cn C) fn C) 4—r N M Ln 0) In U_ Cn fa ..q L) CL Z 3- E Z LU 0 W 000: §Z 00 00 LU cr_ Z 0 X LU 0 U ro Z .0 P r-4 Wig < Z U. gl§ Z T-4 LLJ Ln LU T-4 FE M < Z a Z r� Z Cal LU 0 00 :5 In. T__4 CL (A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 2.0 I NHU,'j I bLUUK ZSLUILIKLU 10 51-Ab W1 1/4"X3 1/2" TAPCONS @ 16" O.C.