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L J <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x 11_ <br />VL <br />2x4 UNDER STRINGER <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />x4 blocking <br />0" FLAT STRAP NAILED TO RISER AND E <br />THEN WRAPPED AROUND STUD (USP <br />MTW 12) <br />PLAN VIEW <br />SCALE: 2' = T-0" <br />NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />2x4 syp <br />NAILED TO STRINGER <br />blocking <br />strap (U' <br />M <br />2x12 TREAD <br />GLUED AND <br />NAILED --- <br />DR FT ST P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MP <br />CONTACT WITH LAN <br />2x4 CUT C- <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />Y-44F <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />rX1x4 <br />RISER AND TREAD <br />STOP <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Bx4 BLOCKING FOR 2x12 _ <br />x4 PT UNDER 2x12 �f <br />L-2x4 SYP BLOCKING <br />PT NOTCHED INTO STRINGER FOR STRAP <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER 72+'TAPCONS <br />TTACH ALL COMPONENTS <br />F STAIR TO CONC. W/ +" X <br />@ MAX. 32" O.C. <br />SECTION VIEW "All <br />SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />E <br />PT NOTCHED II` <br />D NAILED TO FL( <br />A I STRINGER CON' <br />CTION VIEW "D" <br />SCALE: 1" = T-0" <br />' PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />STRINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />3/4 PLYWOOD <br />ON DECK <br />1--�x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />-2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A4 <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />SECTIO <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />TR <br />SLUED AND NAILED TO STRINGER <br />RAFT <br />iYP DRYWALL STOP <br />T NOT TOUCH <br />NGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" <br />N VIEW b I Al K UUN6 I HuCTION DETAILS <br />SCALE:' = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />- -- T - I I 'il -d- IT o 11-Lrf T I LI. FI i I 11 7rF I I n <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER- 1 SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />TOP OF <br />STRINGER <br />000, -**�ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ +" X <br />2 J' TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = T-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />F1 <br />AFLOOR <br />GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 Jx 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />LVL NAILED TO JOIST. <br />NEWEL POST <br />SECTION VIEW "Gil BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALL JOINT <br />JALL TO <br />R JOISTS) <br />FUD NAILED AND <br />) TO TOP PLATE <br />JT INTO RIM BAND, <br />) AND NAILED TO <br />NG WALL BELOW <br />ALL JOINT <br />JALL TO <br />JOISTS) <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />a)tio� <br />N N O <br />O <br />M 0.) O <br />4— <br />� J C � <br />O <br />- <br />cv) <br />V1 <br />ti 10 L X <br />�4- <br />O <br />O C <br />Q) <br />C6 <br />Q <br />U <br />e <br />a <br />3 <br />A <br />� � <br />z <br />a <br />t o` <br />' <br />z; <br />03i <br />-+ <br />U— <br />w <br />J <br />QI <br />Q <br />LO <br />I <br />,N <br />� <br />c <br />w <br />� <br />z <br />{< <br />MM1 <br />:3 <br />Z <br />Q <br />1 <br />O <br />Z <br />Z <br />I Q <br />w <br />J <br />� <br />Q <br />W <br />W <br />0 <br />o .. <br />w <br />U) <br />w <br />2X STRING R <br />2X B OCKING z <br />0 <br />U ;+ <br />Of <br />USP (1) TW12 <br />W <br />D OR 2X BLOC NG <br />3 <br />c� s� <br />RIS q <br />VAR I E W <br />w <br />x <br />o i <br />ea <br />SECTION VIEW "H" a <br />0 <br />SCALE: 1" = 1'-0" 0 <br />0 <br />title: <br />W <br />w <br />U <br />Z <br />0 <br />0 <br />VIEW Z project no. 2017556 <br />SCALE: ° = 1'7 checked: AB/MC <br />drawn: <br />a date: 10-09-17 <br />r, <br />0 <br />N scale: <br />O <br />I <br />} STa <br />0 <br />0 <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. <br />-f I - -1 Iif <br />