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W KITCHEN STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP 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 GENERAL FLOOR 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 @ 00 -1 16" O.C. MAX. FOR MASONRY 00 WALL) I GENERAL LANDING FRAMING INFO. SCALE: N.T.S, 9'-0" MAX LANDING LENGTH 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER W Z 2xl 2 HDR. wl (3) 2x STUDS AT < r-i'PLYWOOD @ EA. END FOR BEARING LANDING < Lu STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 A CC U. IP T 0 H DR. Lu 1x TREADS (TYP.) V2X8 LEDGER #2 SYP W/ (3) 16d NAILS TO STUD CONT. @ 16" O.C. HANDRAIL LO BATH 2 KITCHEN 0EI MR 20 151IMMAT&I EM1501MATITMP11 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. MIRROR 0 ��rlal Ml� 81-541" A,-n,, 9 OWNER'S BATH 9 9 N KITCHEN ISLAND STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS W/ 1" NOSING INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. Stairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". 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". Nosings. The radius of the nosing shall be no greater that 9/16"- Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than)/2". 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 %"between the wall and the handrails. Grip -size. Handrails 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 compliance with FBC 5th Edition (2014) Residential 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 (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION SCALE: 1/2"=V-0" u') �_u co 0 —0 Z Z Q un 0 C _/3 4--J LU )(10 n U F- 0 LLJ E V) 0� 0 Lh =3 2 C, 0 C) r- C14 0 a) co 0) Cl) LU c ca ce) E E! 72 m 8 0 - 04 Rig 90 aa-)) `-5 -� t!�_ U) < 0 < 0 N-C-B-D C A 0 D. 0 \N N CD..v (0 t10 L% 4 am U Akt k ce AC 0 U) CD N. U 0 f, S El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C) Z r_J 0 0) N P-4 4-J C:) V) 5 %-0 C:) rn ro C�' fa Ln Z (1) Lr) LL ro Z 170 r-q al� U CL 00 Z �i E Z LU C:) _J C:) %10 0 Ln Z Lu & U480 or Z Lu Z Z L� Z U) Lu 8 U Lu 04 < @ 0 Ln Z Z LLI 9 > Z ce Z Ln LD 43: UJ Z Ln < 0 Lu U Q < Lu 8 5 .0 Z Z u_ Ce LU Lr) < 0, LU LU �U, c) 2: < Z WZ Z t- a U V� Ln Z 0 LU rn LLJ R SCALE AS NOTED DATE 2/24/2014 TECH: WAMES VERSION No' 10 SHEET NO. 2.0 SEE PLAN FOR LANDING DEPTH 9 OWNER'S BATH 9 9 N KITCHEN ISLAND STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS W/ 1" NOSING INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. Stairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". 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". Nosings. The radius of the nosing shall be no greater that 9/16"- Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than)/2". 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 %"between the wall and the handrails. Grip -size. Handrails 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 compliance with FBC 5th Edition (2014) Residential 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 (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION SCALE: 1/2"=V-0" u') �_u co 0 —0 Z Z Q un 0 C _/3 4--J LU )(10 n U F- 0 LLJ E V) 0� 0 Lh =3 2 C, 0 C) r- C14 0 a) co 0) Cl) LU c ca ce) E E! 72 m 8 0 - 04 Rig 90 aa-)) `-5 -� t!�_ U) < 0 < 0 N-C-B-D C A 0 D. 0 \N N CD..v (0 t10 L% 4 am U Akt k ce AC 0 U) CD N. U 0 f, S El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C) Z r_J 0 0) N P-4 4-J C:) V) 5 %-0 C:) rn ro C�' fa Ln Z (1) Lr) LL ro Z 170 r-q al� U CL 00 Z �i E Z LU C:) _J C:) %10 0 Ln Z Lu & U480 or Z Lu Z Z L� Z U) Lu 8 U Lu 04 < @ 0 Ln Z Z LLI 9 > Z ce Z Ln LD 43: UJ Z Ln < 0 Lu U Q < Lu 8 5 .0 Z Z u_ Ce LU Lr) < 0, LU LU �U, c) 2: < Z WZ Z t- a U V� Ln Z 0 LU rn LLJ R SCALE AS NOTED DATE 2/24/2014 TECH: WAMES VERSION No' 10 SHEET NO. 2.0 SEE PLAN FOR LANDING DEPTH OWNER'S BATH 9 9 N KITCHEN ISLAND STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS W/ 1" NOSING INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. Stairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". 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". Nosings. The radius of the nosing shall be no greater that 9/16"- Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than)/2". 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 %"between the wall and the handrails. Grip -size. Handrails 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 compliance with FBC 5th Edition (2014) Residential 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 (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION SCALE: 1/2"=V-0" u') �_u co 0 —0 Z Z Q un 0 C _/3 4--J LU )(10 n U F- 0 LLJ E V) 0� 0 Lh =3 2 C, 0 C) r- C14 0 a) co 0) Cl) LU c ca ce) E E! 72 m 8 0 - 04 Rig 90 aa-)) `-5 -� t!�_ U) < 0 < 0 N-C-B-D C A 0 D. 0 \N N CD..v (0 t10 L% 4 am U Akt k ce AC 0 U) CD N. U 0 f, S El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C) Z r_J 0 0) N P-4 4-J C:) V) 5 %-0 C:) rn ro C�' fa Ln Z (1) Lr) LL ro Z 170 r-q al� U CL 00 Z �i E Z LU C:) _J C:) %10 0 Ln Z Lu & U480 or Z Lu Z Z L� Z U) Lu 8 U Lu 04 < @ 0 Ln Z Z LLI 9 > Z ce Z Ln LD 43: UJ Z Ln < 0 Lu U Q < Lu 8 5 .0 Z Z u_ Ce LU Lr) < 0, LU LU �U, c) 2: < Z WZ Z t- a U V� Ln Z 0 LU rn LLJ R SCALE AS NOTED DATE 2/24/2014 TECH: WAMES VERSION No' 10 SHEET NO. 2.0 SEE PLAN FOR LANDING DEPTH