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I 1 -� -! ► 11 I �. —11! � __ I I I I IL L B I I_ 1 <br />N <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 />2x4 PT NOTCH ­ <br />INTO STRINGER <br />H <br />2x4 UNDI <br />NAILED 1 <br />B1 <br />L1x4 blockinJ <br />20" FLAT STRF P NAILED TO RISER AND E <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) - <br />PLAN VIEW <br />SCALE. " = V-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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />E - <br />2x4 SPF NOSING <br />NAILED MATCH <br />OTH <br />2x4 syp <br />blocking <br />strap (Q <br />C <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYW ALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />I�1 <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 �' 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 />Bx4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C <br />L2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (USP MTW12) BEHIND <br />D NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS <br />STRINGER CONTACT POINTS OF STAIR TO CONC. W/ 4" X <br />2 }' TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "A" <br />SCALE: 1" = V-0" <br />STRINGER MUST MAKE l <br />FULL CONTACT WITH LANDING <br />E <br />2x4 PT NOTCHED Il� <br />AND NAILED TO FL( <br />2x4 CUT ON BEVEL AT STRINGER CON' <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D <br />SCALE: 1" = 1'-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 />J LLNOSE DETAIL <br />SCALE: 1" = V-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />LYWOOD <br />ECK <br />SYP GLUED <br />7 NAILED TO <br />kMING <br />3AFT 2x12 <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />.. 'T NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />r`2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E N, SECTION VIEW <br />SCALE: " = 1'-0" <br />3/4 PLYV1 <br />ON DECK <br />--2x8 SYI <br />AND N/ <br />FRAMIP <br />2x4 DRAF' <br />STOP <br />2X4 BLOCK <br />C <br />SCALE: 1" = 1'-0" <br />)ER <br />:4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x12 <br />K4 PT UNDER 2x12 <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER ('SIDE) TO BOTTOM EDGE OF 2x12 <br />[SIDE) <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ �' X <br />2 t" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />CONK. TO BOTTOM—,,,,, <br />OF NEWEL POST <br />PER CONTRACTOR <br />F-1 <br />47 <br />---Lj')CPF:LOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 x 16" VBELOW ALL NEWEL POST <br />L <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 "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />0 1 HI K I-oUIVJ I KUU I IUIN UC I Al LZ%> <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 />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 />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />0 <br />z MFRI <br />z� <br />Q <br />J <br />z <br />V) <br />Q) <br />cn <br />4 J LU <br />Q <br />U _ <br />O LU <br />Lh i2f <br />m <br />E <br />0 <br />M <br />� <br />(� <br />O O <br />m <br />•v U <br />V i <br />co <br />C c0 M <br />ti n F— O <br />i U <br />N CN <br />0 0 0 <br />.2 o <br />� <br />Ua) <br />LL <br />L 00 <br />00 <br />C Y <br />�Qo <br />K) O It<Crn <br />rnQo <br />B D. <br />'W <br />er'+ <br />NL <br />N <br />m <br />T.. :. <br />N <br />., <br />LU aco.. <br />ek(IL <br />:;' <br />o +❑ <br />iii: <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 N n <br />r-+ �+ O <br />�>-+HMrn O <br />Q U) f0 Lr) <br />�- <br />V) O n <br />Q �LL� <br />M <br />Q� U CL 000 <br />Q <br />E �. <br />WJ 0 <br />d' <br />s <br />oZ <br />G� <br />W� <br />z Qa <br />z <br />�F <br />�E00 <br />U <br />Fz"w� <br />2 Q w Z <br />E J <br />1-,O�n <br />O = u_N <br />W <br />mZo <br />i <br />oLn <br />}z <br />N <br />> <br />L l <br />Cn <br />zo <br />W <br />43: <br />z <br />� <br />Q <br />Vn <br />wjE <br />o <br />N <br />C) <br />s <br />0 <br />z <br />U <br />= <br />0 <br />Z <br />J <br />0 W <br /><M¢�¢ <br />0 M <br />J O <br />Q <br />< <br />u,1 X O U <br />U OR m <br />N <br />2 <br />za�� <br />Q <br />az <br />W`lu_f <br />W 0 <br />Z <br />Z <br />W <br />6iMOceZ <br />o,00 <br />J <br />�--I <br />LU <br />o w o <br />r_-I <br />Q <br />Z <br /><~0 <br />W <br />�M$ <br />�uVu'}} <br />z <br />I,ry,,LJ,, <br />a `n z <br />W <br />Z <br />W <br />= <br />J O <br />a z <br />,--I <br />a <br />Ln <br />SCALE : AS NOTED <br />DATE : 2/24/201.4 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />ST <br />