Laserfiche WebLink
SCALE: ill= 1'-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 />0-, <br />VVHLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2xl2 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <br />AND 4' 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 />3YP CUT TO FIT <br />%RS IN WALL <br />2xl2 SYP <br />BEARS IN WALL BLOCKING FOR 2x12 <br />t,,�x4 <br />x4 PT UNDER 2x12 C <br />2x6 SYP tCOMPONENTS <br />IQE MOISTURE <br />ECTION <br />LZATTACH <br />2x4 SYP BLOCKING " X <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP 2" O.C. <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 <br />/ OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER <br />/ 2 a' TAPCONS @ MAX. 32" O.C. / <br />fI EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />E <br />2x4 SYP BLOCKING <br />FOR STRAP <br />G PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ <br />�_� ____— <br />CTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-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 />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED --\ i <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 17' = 1'-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUEAT <br />STRINGER CONTACT <br />POINTS <br />v <br />SCALE: 1" = 1'-0" <br />L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />�H <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />—2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCK] <br />C � <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />GAy - <br />TOP OF <br />STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />, 1x4 GLUED AND NAILED TO STRINGER <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />^2x4 DRAFT <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />PER CONTRACTOR <br />. 2x8 SYP DRYWALL STOP <br />PROVIDE <br />BLOCKING <br />MUST NOT TOUCH <br />STRINGERS <br />--2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />❑ <br />2X8 BLOCKING <br />{— 2x4 PT UNDER 2x12 <br />OR LSC EAz4lx <br />CH <br />FOR NEWEL POST <br />/J <br />STRINGER <br />TO ANCHOR TO. <br />(2) LAYER 4" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />6� <br />6�� <br />(GLUED AND NAILED) <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />BEVEL GLUED AND <br />OR 1 j"X16" LVL <br />FROM JOIST TO JOIST. USE <br />NAILED TO SUPPORT <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />W/ SIMPSON H3 <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />TRUSSES <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />H <br />2 <br />X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />0 <br />I� <br />0 <br />..�. �(^..r. ` <br />L + I ••■ <br />Zz <br />_O <br />�••, <br />C6 <br />"• <br />zzi/0 �`�+ O F E S S\O�\``��\` <br />/fo' nallItill%l'�i`�. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />Q <br />v 8 <br />Co N to W <br />0 0 N <br />Li <br />0 tT c0 J <br />MNNC CN LL <br />co I-,k <br />y <br />�_j LL#a <br />LL N LL <br />= <br />Nth W to <br />away <br />i WO <br />vtn� <br />C) W <br />WM <br />m o_ m O <br />W <br />2 E Z� J <br />� <br />Z <br />M 0 <br />� N 0 O � <br />5 <br />NQthz U F- J <br />Z <br />�0 ❑13❑ <br />W <br />z `� o <br />zWRim <br />zo <br />_I M <br />d n <br />M <br />o <br />(� <br />� Y <br />w a <br />a <br />U <br />a `- <br />V) <br />�c/1 <br />W <br />E <br />� a <br />� <br />MalE <br />U CO <br />iT <br />0 8 <br />=1A` <br />=--: <br />U o m <br />¢ 0 <br />�m <br />o <br />C <br />J <br />w <br />M <br />o <br />Z <br />z <br />� <br />LL <br />ta0 <br />zo <br />os<� <br />z <br />>o <br />Z® <br />oa <br />mE v <br />Q <br />— E <br /><o <br />XU <br />ab <br />0� <br />=0 <br />0 <br />oz <br />N <br />z <br />ao <br />¢ <br />az <br />¢w <br />L <br />rp <br />Cl) <br />o <br />0. <br />Z U <br />ym <br />m 0 <br />o <br />z Z <br />'<w <br />v <br />J <br />a ° <br />z z <br />to <br />d <br />C <br />02 <br />az <br />ju <br />¢p <br />all <br />Z <br />�3 <br />= F <br />o <br />w <br />�o <br />a� <br />Nr <br />zI< <br />Ov yi <br />0 CV <br />= <br />` <br />> L.n <br />_1 <br />ai <br />rn <br />E <br />0 <br />W <br />LO <br />c <br />J <br />CV <br />O <br />C 0 <br />D <br />(0 <br />o <br />Ln <br />■� <br />z NO <br />T <br />CN <br />I Lo <br />a) N <br />CD <br />�— <br />E <br />c CN <br />Ch CM <br />Z <br />z <br />E p <br />� <br />N r <br />4? <br />c <br />R <br />0- <br />U °r <br />v <br />Q p <br />c <br />JOB <br />NO : <br />20-1789 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />