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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 />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />1-2x8 BLOCKING FOR STRAP <br />L1x4 blocking <br />20" FLAT STRAP NAILED TO RISER AND E <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VIEW <br />SCALE. " = 1'4" <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 />JOIST <br />C <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />FAA <br />STRINGER MUST MA <br />CONTACT WITH LAN <br />2x4 CUT C,. <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />ALIGN <br />FACE <br />THIS STUD WITH <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />B4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12_,�4 <br />C <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER--//7\ SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X <br />FOR STRAP <br />PT NOTCHED INTO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />E <br />PT NOTCHED Il� <br />D NAILED TO FL( <br />A I STRINGER CON' <br />CTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BU LLNOSE DETAIL <br />SCALE: 1" = V-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />ON DECK <br />MAINTAIN BETWEEN 4" <br />AND �' GAP TOP AND <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />2x4 s <br />AND NAILED TO <br />NAILED TO STRINGER <br />ng for <br />blockin <br />FRAMING <br />strap (U <br />2x4 DRAFT 2x12 <br />M <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU 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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />`L2x8 SYP DRYWALL STOP MUST <br />// NOT TOUCH STRINGERS <br />1LUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION V <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: #" = 1'-0" <br />3/4 PLY%A <br />ON DECK <br />_2x8 SYI <br />AND W <br />FRAMI� <br />2x4 DRAF <br />STOP <br />2x4 BLOCK <br />C <br />SCALE: 1" = V-0" <br />IEW "B" <br />SCALE: 1" =1'-0" <br />'ER <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />TREAD <br />STRINGER <br />:4 GLUED AND NAILED TO STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />DRAFT <br />OF NEWEL POST <br />THE BLOCK <br />)P <br />PER CONTRACTOR <br />PROVIDE <br />8 SYP DRYWALL STOP <br />BLOCKING <br />JST NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x12 <br />❑ <br />2X8 BLOCKING <br />x4 PT UNDER 2x12 <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />FL IR <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />1 � x <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />BLOCKING <br />SCALE: 1" = V-0" <br />0 1 t-XI M l.#UIVJ I MUl.# I IUIN Ur. I MI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />USP (1 <br />u <br />ECTI ON VIEW "H" <br />SCALE: 1" = V-0" <br />UlLO <br />Z � <br />0 <br />z� <br />Q <br />z <br />O <br />U) <br />4--r w <br />C) <br />O W <br />In � <br />E <br />U <br />00 <br />�M <br />LU E <br />�-8 <br />ago <br />�(0M <br />OoN <br />= 0j <br />CD <br />L U_ 00 <br />CO <br />0 <br />a) <br />C Y <br />Q rn <br />U) o <br />to ) <br />rnQ <br />o <br />A <br />B D. <br />N C•B D C <br />If <br />;" <br />//T1 <br />_ <br />LOW' � P � <br />Leti+. <br />i �• <br />_ ..2 W <br />✓ N"ti e <br />m `V . <br />� •• <br />N <br />N <br />Sse1 <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 N <br />N <br />0 <br />N <br />�>-+HM O <br />M <br />< U*) <br />a cn L �t- <br />aaLn <br />� 'M <br />< U a00 <br />Q <br />E� <br />z�° <br />WJ C:) <br />oZ <br />�o <br />W� <br />za <br />X< <br />r~ <br />U¢cc <br />�zv00 <br />Z W Q <br />z <br />0 <br />oWW <br />O Lq <br />8 a <br />p n <br />W <br />w10 0 <br />z <br />L <br />OZ <br />}oM a <br />L <br />_j_ <br />Zr"j <br />Z <br />43 <br />O <br />Z <br />L <br />z <br />0 <br />F <br />O0 a <br />CC <br />G <br />boo <br />P <br />oo <br />WL CC <br />N <br />z �2 � <br />0 <br />Z<Q <br />�2oZ <br />W <br />o, o <br />lo <br />Lli <br />di <br />Q o 5 <br />Ow Y Q <br />�o <br />l0 <br />¢ <br />Z <br />z <br />awz <br />Z <br />LU <br />aii <br />�o <br />aZ <br />O <br />_ <br />rn <br />r-I <br />a <br />07 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO. <br />ST <br />7T,T-i-,mumt�1u <br />