Laserfiche WebLink
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 AND <br />NAILED TO LANDING BLOCKING <br />I--- 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 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 T" <br />AND J" 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 GLUE44 <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />x8 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 DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />FLOOR <br />JOIST <br />91IIIC <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />/,1 <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 />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 />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 />B tLlx4 BLOCKING FOR 2x12 C <br />2x4 PT UNDER 2x12 <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER_-//�T� 1 SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />�ROVIDE MOISTURE <br />PROTECTION <br />2x4 SYP BLOCKING ATTACH ALL COMPONENTS <br />FOR STRAP OF STAIR TO CONC. W/ T" X <br />PT NOTCHED INTO STRINGER 2 t" TAPCONS @ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />STRINGER CONTACT POINTS OF STAIR TO CONC. W/ T" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. <br />_SECTION VIEW "A" <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 />SCALE: 1" = V-0" <br />E <br />2x4 PT NOTCHED IN <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" = 1'4" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />----jIx12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />SECTION D—D <br />3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-ArT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />rx8 SYP DRYWALL STOP MUST <br />OT TOUCH STRINGERS <br />SLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />EN"iIiI,SECTION VIEW <br />SCALE: " = 1'-0" <br />3/4 PLYW <br />ON DECK <br />--2x8 SYF <br />AND NP <br />FRAMIN <br />2x4 DRAF" <br />STOP <br />2x4 BLOCk <br />C <br />SCALE: 1" = V-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 G <br />'x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />rno nr <br />AND NAILED TO <br />LVL <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />)ER PROVIDE SOLID BLOCKING <br />VL BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />SECTION VIEW "G" <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 />SCALE: 1" = V-0" <br />J 1 HIM I-sUIVO 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 />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />USP (1 <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />0 U13 <br />T <br />T <br />Z cn <br />Z <br />Z <br />Q <br />W <br />N <br />�..i tL <br />� p <br />O LU <br />EEg <br />to i� <br />� <br />2 0 <br />m <br />a <br />U E <br />W ® _ <br />0 0 <br />N <br />020 <br />= m <br />C) <br />Go <br />Go <br />a <br />0 <br />o <br />A <br />B <br />' <br />D. <br />N C B U C <br />'" . EN: <br />�� A`��•ua <br />0y <br />RL <br />W '�%i � .E,�S� <br />1\N <br />� <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 />1 <br />O <br />Z IN <br />04 n <br />�> to M CD <br />z <br />M <br /><V) mLnn <br />'Cr' <br />2: 2 LNn <br />Q U- <br />a 6 a ()D <br />Q � <br />� <br />Z�M <br />W <br />J O <br />J <br />� <br />W z <br />Hin 0 <br />ro-a <br />~z <br />r-I <br />$ <br />� z a <br />M <br />O <br />� � <br />Ln <br />N <br />Ln <br />r-1 <br />OR <br />cgs <br />-�zaC <br />n <br />�0In� <br />926: z <br />W <br />���� � <br />r-I <br />o <br />� S <br />O <br />,M-I <br />M <br />�!z� <br />~ <br />c) <br />Z <br />.0 <br />F— <br />.. <br />Z <br />z11-11 <br />0 <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-4137 <br />SHEET NO. <br />ST <br />