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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 />13/4x 11 <br />JVL <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 />L-1x4 blocking <br />20" FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VIEW <br />SCALE: 1 --O-� <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 />M111=#1 <br />SYP <br />2X8 SYP <br />2x8 <br />SYP <br />FAI <br />STRINGER MUST MA <br />CONTACT WITH LANI <br />2x4 CUT C- ---- <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />PT NOTCHED INTO STRINGER - <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />SECTION VIEW "All <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />IN WALL <br />2X6 SYP <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1 V-0" <br />2X4 PT NOTCHED IN <br />AND NAILED TO FL( <br />AT STRINGER CON' <br />SECTION VIEW "D11 <br />SCALE: 1 l'-O" <br />FILLER STRIPS ADDED ------ PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0" <br />SECTION D-D <br />—3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />lo <br />ON DECK <br />MAINTAIN BETWEEN T' <br />lo <br />"-2x8 <br />AND�'GAPTOPAND <br />oo <br />SYP GLUED <br />BOTTOM, GLUED AND <br />2x4 syp <br />AND NAILED TO <br />NAILED TO STRINGER <br />blocking for <br />o', <br />FRAMING <br />strap (Q <br />---- <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 <br />INTO FLOOR WITH GLUE44 <br />STRINGER CONTACT <br />POINTS <br />X8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />N <br />2*4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />LUI <br />X4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />^H SECTION VIEW <br />"� j- SCALE: J, = v-0" <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-0" <br />rx8 SYP DRYWALL STOP MUST <br />.NOT TOUCH STRINGERS <br />3LUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />RISER <br />(USP MTW12) BEHIND <br />SECTION VIEW "B" <br />SECTION VIEW "Ell <br />SCALE: 1"= 11-0"- <br />%SECTION VIEW <br />SCALE: �, = v-0,; <br />-3/4 PLY\N <br />ON DECX <br />--2x8 SYF <br />AND N1 <br />FRAMIN <br />DRAF' <br />STOP <br />2X4 BLOC14 <br />SCALE: 1 V-0" <br />�R <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN -41- <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 />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />C <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ j- X <br />2 T'TAPCONS @ MAX. 32" O.C. <br />GLUED AND NAILED TO STRINGER <br />)RAFT <br />P <br />SYP DRYWALL STOP <br />ST NOT TOUCH <br />RINGERS <br />G <br />4 BLOCKING FOR 2x12 <br />4 PT UNDER 2x12 <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />[STRINGER <br />TOP OF <br />STRINGER <br />--Lg:=PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />) LN[b <br />OF STAIR TO CONC. W/ J" x <br />2 t'TAPCONS @ MAX. 32" O.C. <br />—1x4GLUEDAND <br />NAILED TO STRINGER <br />VIC11 <br />SECTION VIEW <br />SCALE: 1"= V-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />PROVIDE SOLID BLOCKING <br />FLOOR GIRDER <br />BELOW ALL NEWEL POST <br />2X4 CUT ON OR 1 x 16" VL <br />BEVELGLUED7---' FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />LVL NAILED TO JOIST. <br />SECTION VIEW "G1, <br />SCALE: 1 V-0" <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 />NEWEL POST <br />BLOCKING <br />- <br />SCALE: 1"=11-0.1 <br />0 1 MIM UUINO I MUU I IUIN UM I AILO <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />JOINT <br />- TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />qTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />2X <br />USP <br />ECTION VIEW 111-111 <br />SCALE: 1 V-0.1 <br />Ln <br />Z <br />z <br />Cl- <br />z <br />Cz <br />V) (D <br />Q) <br />C—/) <br />4--J U-j <br />0 <br />— <br />0 LU <br />Lh <br />Lh <br />=20- <br />E <br />tn 1- <br />7; P1 <br />0 C, <br />E <br />C M M <br />2 :,0 Q, <br />02" <br />15) <br />g U- Go <br />co <br />100 <br />A I <br />a, D. <br />N-C-E - D- - C <br />/ <br />/__ <br />c" <br />C; <br />C; CM <br />Go <br />F,-. d <br />z <br />7 <br />F." , 1 Pa"', c) <br />E qkt <br />41 ME - <br />a <br />11 <br />C;v <br />r FE5 11�5 <br />El <br />To the bes f th I Vxrmati n, and <br />belief, the stoructural p a MUL"boIns contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />z C14 <br />0 (v N <br />P-4 ;tj CD <br />(n D <br />V) <br />z <br />0. U) <br />0 <br />z <br />U- <br />M, <br />0.00 <br />< <br />z E <br />Uj <br />W <br />z <br />ROO <br />>Z � z <br />I <br />-z <br />: Z6, <br />8 <br />T-A <br />0� <br />iii <br />Mno <br />0 <br />ro <br />z <br />�2 �j <br />i <br />CD <br />Ln <br />(114 <br />r4 <br />Ln <br />0-3. <br />f <br />MR <br />0 <br />Z <br />0 <br />- <br />�q <br />91TU-8i <br />Z <br />Uj <br />CL <br />- <br />!SISS' <br />4 Uj < <br />—j <br />8z <br />0 <br />� r- 8 <br />-q <br />5 1 0 <br />ox Zj <br />cf) <br />0 <br />V..q <br />!� uj <br />CD <br />u- <br />z <br />LU <br />> <br />Z <br />z <br />0 <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEET NO. <br />ST <br />