Laserfiche WebLink
w <br />N <br />N <br />c <br />cr <br />I <br />v <br />0 <br />Q <br />a <br />i <br />d <br />E <br />co <br />E <br />0 <br />z <br />C <br />c <br />J <br />tz- <br />v <br />U <br />'o <br />U <br />_n <br />a <br />z <br />co <br />I <br />i <br />0 <br />0 <br />U <br />9 <br />0) <br />17 <br />N <br />hi <br />a <br />0 <br />a <br />0 <br />N <br />Q <br />m <br />0 <br />SCALE: ' = 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 />MALL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN :lr' <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 />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />— 2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) <br />(IEW "All <br />SCALE: 1" = V-0" <br />E <br />1 PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE — <br />STRINGER CONTACT POINTS <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 />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2X4 SYP BLOCKING <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 />NAILED <br />DRAFTS P <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 8 2xSYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU 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 />y^ <br />H SECTION VIEW <br />SCALE: 1' = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />�7 <br />J <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />0z <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "Ell <br />E SECTION VIEW <br />SCALE:' = 1'-0" <br />SCALE: 1" = 1'-0" <br />3/4 PLYWC <br />ON DECK <br />`2x8 SYP <br />AND NAI <br />FRAM I N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C —7 <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 a" TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER 1 SIDE) TO BOTTOM EDGE OF2x12 <br />STRINGER <br />Lj5R-CoMnr-. MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/" X <br />2 TAPCONS @ MAX. 32" O.C. <br />\ GLUED AND <br />NAILED TO STRINGER <br />G.1y-� <br />TOP OF <br />STRINGER <br />STRINGERS <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER — <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 2" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTT, <br />OF NEWEL POSI <br />PER CONTRACT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />SCALE:' = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />tRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />L POST LET INTO <br />LOCK <br />IDE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />H <br />2X STRING R <br />2X B CKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />J-- <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />tiC) <br />Cl) <br />N. : N <br />G. <br />f X <br />� t� <br />to777 <br />N iU <br />- (0 <br />H W <br />,.6 I) <br />3 > .. CU <br />y U >`� <br />M In 0.0 <br />:3 <br />' 0- O LEI, <br />i <br />i1�Biliti�lF: a68 <br />QZO /V <br />Cj <br />°`"• Nk <br />t� <br />•<,•° key <br />�.. <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 2020 Florida Building Code - <br />Residential 7th 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 />W �E� <br />H <br />8 t <br />conW �U- <br />m <br />oomJ oo w xt u w <br />w a <br />LL <br />0 a�cco4 a Y <br />J L 1 3 a <br />_z�.°� <br />omo <br />Z Lo� <br />� �hco O <br />m <br />W co I ¢<¢ <br />o <br />Z Q_,T 0 <br />Z Lo N M <br />M V v_j <br />Z pIL U)i <br />❑ 0 ❑ <br />W <br />U <br />z N O <br />�o <br />z�CD <br />zoo <br />Q �- <br />J <br />N <br />.''O <br />Cz <br />V O <br />X''finn <br />LU <br />� a <br />U —� <br />O w o <br />N Ly N <br />�N _ <br />f6 '— <br />U <br />w <br />z_ <br />r <br />U a N <br />Q <br />m <br />N <br />o <br />� <br />W <br />M <br />U— <br />� � <br />o <br />Z <br />Z <br />� <br />r..L <br />Q o <br />s° <br />wz <br />Z® <br />oa <br />goo <br />()UU <br />z <br />N (O <br />�¢ <br />cz <br />�� <br />W w <br />i <br />�o <br />ao <br />x� <br />O <br />mo <br />rp <br />N <br />U <br />Zz <br />'<W <br />z <br />a�i <br />J <br />w <br />2. <br />y <br />N <br />ON <br />o <br />U <br />W <br />ci 3 <br />�0 <br />�k <br />J <br />� <br />_ <br />_� <br />-� <br />;o <br />o <br />�p <br />� <br />�w <br />zIQ <br />or <br />U <br />.2 Q <br />>M <br />� <br />C <br />rn <br />cu <br />2 <br />cu <br />L <br />T <br />Cr <br />r <br />U <br />o <br />� <br />N <br />N <br />Lo <br />Q <br />ui <br />ccM <br />w N <br />rri (V <br />o <br />z <br />Z <br />E T y <br />E -a a3 <br />cc <br />ca <br />d <br />• • <br />U ¢ p <br />c <br />JOB <br />NO: 22-02363 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />