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s <br />KITCHEN <br />i SEE PLAN FOR LANDING DEPTH i <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />STANDARD (3) 2x12 <br />STRINGERS w/ SIMPSON <br />A35/LISP 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 />I <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER T <br />GENERAL FLOOR <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 />WALL) CONT LEDGER w/ (3) 16d <br />NAILS @ 16" O.C. MAX. TO EA. o <br />STUD. ((2) 1/4"X3 1/2" TITENS @ r - <br />16" O.C. MAX. FOR MASONRY 00 <br />WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />8'-512' ;,_n„ <br />BATH 2 <br />J" PLYWOOD <br />LANDING <br />`— 2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />LO <br />KITCHEN <br />ICI <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER I U <br />2x12 HDR. w/ (3) 2x STUDS AT Q <br />EA. END FOR BEARING I Q <br />w <br />STANDARD (3) 2X12 I U <br />STRINGERS W/ SIMPSON A35 0 <br />CLIP TO HDR. I W <br />1 x TREADS (TYP.) r <br />CONT. <br />HANDRAIL <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />MIRROR <br />O <br />0 <br />(0c') <br />0 <br />TC-11 <br />> <br />10 <br />OWNER'S BATH <br />0 <br />c0 <br />0 <br />N <br />I <br />PPF_FNr.' PI r)nP J(IIRT W/ (9) <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=V-0" <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9116" <br />10" TREADS w/ 1" NOSING <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 7Y4". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than Y8'. <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 %s'. Solid riser nosings shall <br />not be less than 3/4" but not more than 1)/4". 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 than 38". Handrails adjacent to a <br />wall shall have a space of not less than 1y2'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 ''/z' gyp. <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />z co <br />e O <br />� O <br />z� <br />Q Lkii <br />J <br />FZ <br />IC� <br />+� w <br />c6 0 <br />11, <br />IO � N <br />v J 00 <br />`V U W co <br />LL � C ([I M <br />N :2 co <br />—_$ Ooo <br />r LL � <br />N = <br />U 0 � Q <br />�Y u7 O V <br />Q CM� Q O <br />A� N C B D C <br />`. i1_ _ o L[�y a� <br />-GtMiOi14 <br />�LJ.(Fe <br />Z� m <br />O n , . �" t'. <br />WQ fi E S <br />���'4rrrllllll <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 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 />O <br />O <br />Z [V <br />O (l) N <br />>�MO <br />M <br />a tn•„=VZ E­ <br />- <br />LL <br />Z � ra <br />W <br />J � <br />aZ <br />s <br />W� <br />za <br />z� <br />�a <br />F- <br />waix� <br />Uz800 <br />z�wD: <br />U Z Q <br />� O � Z <br />aaO,n <br />�co <br />Q SF�o <br />f— n <br />0 <br />w }o <br />0 �z <br />J w <br />u = N z �� <br />x � <br />N Z¢O< <br />�aQa <br />w u> >��5 <br />.J �r/-1iNnoZo <br />r+ / G Q S Y Q <br />d- Q z ce~� <br />¢WZ <br />m � g = ¢z <br />� ,--a a cn W <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. <br />O <br />SHEET N0. <br />2.0 <br />OWNER'S BATH <br />0 <br />c0 <br />0 <br />N <br />I <br />PPF_FNr.' PI r)nP J(IIRT W/ (9) <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=V-0" <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9116" <br />10" TREADS w/ 1" NOSING <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 7Y4". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than Y8'. <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 %s'. Solid riser nosings shall <br />not be less than 3/4" but not more than 1)/4". 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 than 38". Handrails adjacent to a <br />wall shall have a space of not less than 1y2'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 ''/z' gyp. <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />z co <br />e O <br />� O <br />z� <br />Q Lkii <br />J <br />FZ <br />IC� <br />+� w <br />c6 0 <br />11, <br />IO � N <br />v J 00 <br />`V U W co <br />LL � C ([I M <br />N :2 co <br />—_$ Ooo <br />r LL � <br />N = <br />U 0 � Q <br />�Y u7 O V <br />Q CM� Q O <br />A� N C B D C <br />`. i1_ _ o L[�y a� <br />-GtMiOi14 <br />�LJ.(Fe <br />Z� m <br />O n , . �" t'. <br />WQ fi E S <br />���'4rrrllllll <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 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 />O <br />O <br />Z [V <br />O (l) N <br />>�MO <br />M <br />a tn•„=VZ E­ <br />- <br />LL <br />Z � ra <br />W <br />J � <br />aZ <br />s <br />W� <br />za <br />z� <br />�a <br />F- <br />waix� <br />Uz800 <br />z�wD: <br />U Z Q <br />� O � Z <br />aaO,n <br />�co <br />Q SF�o <br />f— n <br />0 <br />w }o <br />0 �z <br />J w <br />u = N z �� <br />x � <br />N Z¢O< <br />�aQa <br />w u> >��5 <br />.J �r/-1iNnoZo <br />r+ / G Q S Y Q <br />d- Q z ce~� <br />¢WZ <br />m � g = ¢z <br />� ,--a a cn W <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. <br />O <br />SHEET N0. <br />2.0 <br />